HomeMy WebLinkAbout20160679 Ver 1_Application_20160708Carpenter,Kristi
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Dagnino, Carla S
Friday, July 08, 2016 12:14 PM
Steve Kichefski (steven.l.kichefski@usace.army.mil); Chapman, Amy
marella_buncick@fws.gov; clarence.coleman@fhwa.dot.gov; Cynthia VanDerWiele;
Joyner, Drew; Militscher, Chris (militscher.chris@epa.gov); Monte Matthews
(Monte.K.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov); AI-Ghandour,
Majed N; Beam, Patricia; Carpenter, Larry S; Hood, Donna; Koch, Thomas K;
Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account - Roadway
Design; Staley, Mark K; Wilkins, Ronald B; Morgan, Stephen R; Sanderson, Angela;
Cheely, Erin K; Ayscue, Phillip W; Harmon, Beth
Permit Application for U-3633, Gaston County
Follow up
Completed
The Permit Application for U-3633 has been posted to the NCDOT website. The electronic copy can be viewed
/ downloaded at
https://connect.ncdot.qov/resources/Environmental/
This email serves as NCDOT's permit application submittal to the NC Division of Water Resources.
A hard copy will be provided to the US Army Corp of Engineers.
Thank you!
Carla Dagnino
Western Region Environmental Program Supervisor II
Natural Environment Section
Project Development and Environmental Analysis
NC Department of Transportation
919 707 6110 office
cdaqnino(a�ncdot.qov
1598 Mail Service Center
Raleigh, NC 27699 -1598
1020 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Trr�nspartation
July 8, 2016
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. Steve Kichefski
NCDOT Coordinator
PAT Mc�CRORY
Covernor
N[CHOLRS J. TENNYSON
Ser�etary
Subject: Application for Individual Section 404 and Section 401 Water Quality
Certification for the proposed widening of NC 273 (South Main Street) from
Tuckaseege Road to Highland Street u7 Gaston County, Federal Aid Project No. STP-
273-(1), Division 12, TIP No. U-3633, Debit $570 from WBS 37649.1.1.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to widen NC 273 (South Main
Street) to a multi-lane facility from Tuckaseege Road (at Beatty Drive) to Highland Street (at A&E
Drive) in Mount Holly in Gaston County. The project is approximately 1.3 miles in length.
Please see the enclosed ENG 4345, Division of Mitigation Services (DMS) mitigation acceptance
letter, permit drawing review minutes (4B and 4C), State Historic Preservation Office (HPO)
Conclu-rence Form, State Stormwater Management Plan (SMP), permit drawings, and design plans for
the above referenced project.
Purpose and Need:
The purpose of this project is to increase system capacity and improve eff'iciency along NC 273 (South
Main Street) for local and regional traffic, thereby improving mobility.
NC 273 is the primary north-south facility for local commuters serving the City of Mount Holly from
Interstate 85 in east central Gaston County. Traffic volumes are expected to almost double by the
design year of 2035 on this segment of NC 273. 20ll traffic volumes along the project ranged from
18,215 to 24,485 vehicles per day (vpd). In the design year 2035, traffic volumes are expected to
range from 31,600 to 42,300 vpd. If this segment of NC 273 in Gaston County is not widened, it is
expected that traffic volumes on the project will exceed the current capacity of the existing facility by
at least 100%.
�`�'Nothing Gampa�-es�.
State ofNorth Carolina � Departmcnt ofTranspor�ation I PDF,A-Nahual Environment Section
1020 Birch Ridga Drive, 276I0 I 1598 Mail Service Center I Ralcigh, NorCh Carolina 27699-I598
919-707-6000 T 919-212-5785 F
Summarv of Jurisdictional Impacts:
This project will result in 1,096 linear feet of permanent stream impacts, 23 linear feet of stream bank
stabilization, and 0.03 acre (186 linear feet) of temporary stream impacts. There are no wetlands
within the project footprint.
Summarv of Utility Impacts:
There will be no impacts associated with utility relocations for this project.
Summarv of Miti ag tion:
The project has been designed to avoid and minimize impacts to jurisdictional areas throughout the
National Environmental Policy Act (NEPA) and design processes. However, project impacts will
necessitate compensatory mitigation for 1,0961inear feet of unavoidable stream impacts (see Table 1).
It has been determined that onsite mitigation is not an option for this project. DMS will provide all
required mitigation for this project.
NEPA DOCUMENT STATUS
A Categorical Exclusion (CE) was completed for this project in August 2012. Additional copies will
be provided upon request.
In compliance with the NEPA/404 Merger Process, Concurrence Points 4B and 4C were reached for
U-3633 on May 9, 2012 and September 17, 2014, respectively.
' ' �a1��Y�:l �i -1i1�
This project calls for a letting date of January 17, 2017 and a review date of November 29, 2016;
however, the let date may advance as additional funding becomes available.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(� which lists the Federal Highway
Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address environmental matters on
a broad scope,
(2) The project is usable and a reasonable expenditure, even if no additional transportation
improvements are made in the area;
(3) The project does not restrict consideration of alternatives far other reasonably fareseeable
transportation improvements.
RESOURCE STATUS
Waters within the project area are located in the Catawba River Basin (HUC 03050101). There are no
Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply Waters (WS-I ar
WS-II) within 1.0 mile downstream of the project area. Streams that are impacted by this project
include Fites Creek (Index #11-121-(1), Classification WS-IV) and three of its unnamed tributaries.
Stream determinations within U-3633 were conducted using the field determination method outlined
in the 2010 NCDWR Stream ID Manual. Mr. Steve Lund of the U.S. Army Corps of Engineers
(USACE) and Polly Lespinasse of the North Carolina Division of Water Quality (NCDWR) verified
the water resources on September 28, 2009. An approved Jurisdictional Determination (JD) was
U-3633 Individual Permit Application Page 2 of 7
issued by the USACE on May 4, 2010 (Action ID 2010-0032). An additional intermittent stream (SE)
was identified in the field in October 2013. This Section 404 Individual Permit application includes a
request for a preliminary JD of the resources included in the U-3633 project area as the previous
Approved JD expired in May 2015.
303(d�paired Waters:
The Catawba River (located <1.Om downstream) is currently listed on the 2014 Final and 2016 Draft
303(d) list of impaired waters for PCB Fish Tissue Advisory.
IMPACTS TO WATERS OF THE U.S.
Table 1 summarizes the impacts to jurisdictional water resources for U-3633. Site numbers
correspond with the permit (hydraulic) drawings included in this application. The stream ID
corresponds to the NRTR. A brief description of each impact site will follow the table.
Table 1— U-3633 Stream Im acts
Stream Name & Temporary Mitigation
Stream Impact Length Z
Site Intermittent (I) or Impact Type Impacts Requirement
Perennial (P) ' ID (linear feet) (acres) (linear feet)
Perm. Fill 15 -- USACE & DWR
1 UT to F���s Creek SE Bank Stabilization -- -- --
Tem Fill -- <0.01 (14') --
Perm. Fill 145* -- USACE & DWR
2 UT to F���s Creek SE Bank Stabilization -- -- --
Tem Fill -- -- --
UT to Fites Creek Perm. Fill 68 -- USACE & DWR
3 �P� SB Bank Stabilization -- -- --
Tem Fill -- 0.01 26' --
UT to Fites Creek Perm. Fill 7 -- USACE & DWR
4 �P� SB Bank Stabilization 10 -- DWR
Tem Fill -- <0.01 21' --
Perm. Fill 484 -- USACE & DWR
UT to Fites Creek
5 �P� SB Bank Stabilization 13 -- DWR
Tem Fill -- <0.01 42') --
Perm. Fill 228 -- USACE & DWR
6 Fites Creek (P) Fites Bank Stabilization -- -- --
Creek
Tem . Fill -- 0.02 68' --
Perm. Fill 149 -- USACE
UT to Fites Creek
7 �,� SD Bank Stabilization -- -- --
Temp. Fill -- <0.01 15' --
Total Temporary Impacts: -- 0.033 (186') --
Total Perm. Impacts (Perm. Fill + Bank Stabilization): 1,119 -- --
Permanent Impacts Requiring DWR Mitigation: 970 -- --
Permanent Impacts Requiring USACE Mitigation: 1,096 -- --
Total Impacts Requiring Mitigation: 1,096 -- -�
1— All streams are Class WS-IV waters
2— Mitigation for bank stabilization impacts required by DWR — not required by USACE
3— Values are based on rounding, due to some of the individual impacts being <0.01 acre
t— Final mitigation requirement will be up to the USACE and DWR
*— Of this 145', 43' is stream running through a concrete-lined channel
U-3633 Individual Permit Application Page 3 of 7
Permit Site 1: Water from stream SE will be routed into a 36" and then 42" reinforced concrete pipe
(RCP) to converge with the pipe carrying SB under Y5. As a result of the rerouting at the inlet end of
the 36" pipe, there will be 15 linear feet (1 fl of permanent stream impacts and <0.01 ac (141 fl of
temporary stream impacts to SE.
Permit Site 2: As a result of the rerouting of SE into a 36" and then 42" RCP, the portion of the
channel east of the existing road will no longer be carrying the flow from SE. This permanent
dewatering will result in 145 lf of permanent stream impacts to SE (these impacts include 43 lf of SE
that currently flows through a concrete-lined channel).
Permit Site 3: The 42" RCP currently carrying stream SB under YS will be replaced and realigned
with a 54" RCP. This pipe replacement and channel shift will result in 68 lf of permanent stream
impacts and 0.01 ac (261 fl of temporary stream impacts to SB.
Permit Site 4: The 42" pipe currently carrying stream SB under Y6 will be replaced with a 54" RCP
with a headwall. This pipe replacement will result in 71f of permanent stream impacts, 10 lf of stream
bank stabilization, and <0.01 ac (21 1� of temporary stream impacts to SB.
Permit Site 5: A new 60" corrugated steel pipe (CSP) will be installed to carry stream SB under the
new fill slopes resulting from the road widening in this location. This 60" CSP will result in 484 lf of
permanent stream impacts, 13 lf of stream bank stabilization and <0.01 ac (42 1 fl of temporary stream
impacts to SB.
Permit Site 6: The existing triple-barrel reinforced concrete box culvert (RCBC) will be extended on
both ends to accommodate the widening of NC 273. This culvert extension will result in 228 lf of
permanent stream impacts (94 lf on the inlet side and 134 lf on the outlet side) and 0.02 ac (68 1 fl of
temporary stream impacts.
Permit Site 7: To accommodate the new roadway slopes resulting from widening NC 273, steam SD
will be relocated to the west. This relocation will result in 149 lf of permanent stream impacts and
<0.01 ac (15 1� oftemporary stream impacts to SD.
MORATORIUM
There are no trout waters within the project area and Gaston County is not a designated trout county.
Therefore, no moratoria are required for this project.
FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected
under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As
of July 24, 2015, the USFWS lists four federally protected species for Gaston County (Table 2).
Table 2 — Federally pro
Scientific Name
Clemmys muhlenbergii
Myotis septentrionalis
Hexastylis naniflora
Helianthus schweinitzii
listed for Gaston C
Common Name
Bog turtle
Northern lon�-eared bat
Dwarf-flowered heartleaf
Schweinitz's sunflower
Federal I Habitat
Status* Present
T S/A No
T Yes
T Yes
E Yes
*T(S/A) - Threatened due to similarity of appearance, T— Threatened, E— Endangered
Biological
Conclusion
Not Requirec
May Affect
No Effect
No Effect
U-3633 Individual Permit Application Page 4 of 7
Summarv of Species with Habitat:
Northern long-eared bat: A memo dated Apri127, 2016 indicating that NCDOT has satisfied the 4(d)
requirements for this project with regard to the northern long-eared bat was sent to Marella Buncick
(USFWS) on Apri127, 2016. No response was received back from USFWS within 30 days, therefore
Section 7 has been satisfied for this species.
Dwarf-flowered heartleaf: This species was added to the list for Gaston County in 2015. Walking
visual surveys of all areas of potential habitat were conducted by NCDOT biologists on Apri18, 2016.
No individuals of this species were identified within the project and there are no known occurrences
within 1.0 mile of the project.
Schweinitz's sunflower: Surveys of all areas of suitable habitat were conducted in September 2009,
September 2011, October 2013 and October 2015 by NCDOT biologists. No individuals of this
species were identified within the project area during any of the surveys. There is one known
occurrence of Schweinitz's sunflower just over 0.4 mile from the project area. Per e-mail
communication with Marella Buncick (USFWS) on July 8, 2014, it was agreed that a No Effect
conclusion was appropriate for this species.
INDIRECT CUMULATIVE IMPACT ANALYSIS
Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H .0506(b)(4)) require
that the DWR determine that a project "does not result in cumulative impacts, based on past or
reasonably anticipated future impacts, that cause or will cause a violation of downstream water quality
standards."
An Indirect and Cumulative Effects Assessment (ICE) was completed for this project in August 2010.
Copies of this report are available upon request. This report concluded the following:
Indirect Assessment:
The proposed widening of NC 273 (South Main Street) is not expected to result in indirect land use
effects. The proposed widening would be limited to an approximate one-mile portion of NC 273. The
project is not expected to substantially reduce average travel times along the corridor. Consequently,
the potential for the proposed project to result in a change or increase in the relative attractiveness of
the area is low. In addition, the Future Land Use Study Area (FLUSA) does not contain a large
amount of developable land, and growth management controls affecting land development in the
FLUSA are well established. For these reasons, the project is not expected to indirectly affect land use
within the study area.
Cumulative Assessment:
This project has been evaluated using pre-screening criteria as noted in the NCDOT Guidance for
Assessing the Indirect and Cumulative Impacts of Transportation Projects in North Carolina — Volume
II: Practitioners Handbook. Based on a review of the Indirect and Cumulative Impact (ICI) Pre-
Screening criteria, it is concluded that the widening project is not expected to significantly add, in a
cumulative fashion, to effects associated with on-going regional economic growth and development.
No major transportation or infrastructure projects have been identiiied in the FLUSA, and the
proposed project is not anticipated to yield indirect land use effects. Accordingly, there is little
potential for combined projects in the area to create a transportation or land use node, or to affect
regional economic growth trends. In conclusion, the project is not expected to result in cumulative
impacts.
U-3633 Individual Permit Application Page 5 of 7
CULTURAL RESOURCES
Section 4(� and Section 6(� Resources:
There are no Section 4( fl or Section 6(� properties within the study area.
Historic Architectural Resources:
The Histaric Preservation Office (HPO) noted there was one district of historical or architectural
importance within the general area of the project and recommended further evaluation of this district.
A field survey of the Area of Potential Effects (APE) was conducted for the proposed project by an
architectural historian and pursuant to Section 106 of the National Historic Preservation Act. All
properties within the APE were evaluated for National Register eligibility. The architectural historian
concluded that no properties within the project's APE were considered eligible far the National
Register of Historic Places. There are no National Register-listed or Study Listed properties within the
project's APE. On September 15, 2009, the State Histaric Preservation Office (HPO) concurred that
compliance with Section 106 of the National Historic Preservation Act has been completed for this
project. Please see attached concurrence form from HPO.
Archaeological Resources:
The Historic Preservation Office (HPO) noted that there are no known archaeological sites within the
proposed project area (correspondence dated 6-17-06) and recommended no additional archaeological
investigations. Therefore compliance with Section 106 of the National Preservation Act in regards to
archaeological resources is complete and no further action is necessary.
FEMA COMPLIANCE
The project has been coordinated with appropriate state and local officials and the Federal Emergency
Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway
regulations.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of
study rivers (Public Law 90-542, as amended).
MITIGATION OPTIONS
The NCDOT is committed to incorparating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining,
unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA
compliance stages; minimization measures were incorporated as part of the project design.
Avoidance and Minimization:
NCDOT has avoided and reduced impacts to streams to the greatest extent practicable. Specific
examples of avoidance and minimization measures include:
To avoid impacts to existing outfalls, drainage from the proposed roadway is separated from
the existing site drainage.
Hazardous Spill Basins will be utilized for stormwater discharge entering Fites Creek since it
is within 0.5 miles of a Critical Area (CA) and the Catawba River which is a primary water
resource.
U-3633 Individual Permit Application Page 6 of 7
The extension of the RCBC carrying Fites Creek will be supplemented with a 66" pipe to
assist with floodplain conveyance and accommodate the new roadway typical section.
Sills and low flow benches will be utilized in the RCBC extension to maintain a low flow
channel passing through the center barrel of the culvert.
Best Management Practices (BMPs) will be utilized during construction to attempt to reduce
the stormwater impacts to receiving streams due to erosion and runoff.
Compensation:
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above. Table 1 details the stream impacts and compensatory mitigation
requirements for this project. This project will permanently impact 1,119 linear feet of streams (1,096
linear feet of permanent fill and 23 linear feet of bank stabilization), and temporarily impact 0.03 acre
of streams.
The DMS will provide compensatory mitigation for the 1,096 linear feet of permanent stream impacts
resulting from this project (as the USACE does not require mitigation for the small amounts of stream
bank stabilization).
REGULATORY APPROVALS
Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the
above-described activities.
Section 401: We are hereby requesting a 401 Water Quality Certification from the N. C. Division of
Water Resources. In compliance with Section 143 2153D(e) of the NCAC, we will provide $570.00
to act as payment for processing the Section 401 permit application previously noted in this
application (see Subject line).
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Erin Cheely at ekcheely@ncdot.gov or (919) 707-6108. A copy of this
application and distribution list will also be posted on the NCDOT website at:
http://connect.ncdot.gov/resources/Environmental/Pages.
Sincerely,
_ __ __1
� Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
cc:
NCDOT Permit Application Standard Distribution List
U-36331ndividz�al Pei�mit Application Page 7 of 7
U.S. ARMY CORPS OF ENGINEERS FormApproved-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT oMa n►o. o��o-000s
33 CFR 325. The proponent agency is CECW-CO-R. Expires: 30-SEPTEMBER-2015
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICAN�
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Philip Middle -S Last - Harris III First - Middle - Last -
Company - NCDOT Company -
E-mail Address - E-mail Address -
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 1548 Mail Service Center Address-
City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
919-707-6100 919-212-5785
STATEMENT OF AUTHORIZATION
11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
U-3633
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Fites Creek and its unnamed tributaries Address
15. LOCATION OF PROJECT
Latitude: �N 35.285005 Longitude: �W -81.023284 City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, DEC 2014 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3
7. DIRECTIONS TO THE SITE
'lease see attached vicinity map and cover letter
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to widen NC 273 (South Main Street) to a multi-lane facility from
Tuckaseege Road (at Beatty Drive) to Highland Street (at A&E Drive) in Mount Holly in Gaston County. The project is approximately 1.3
miles in length. See attached cover letter and permit drawings for more details regarding stream impacts and structures.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of this project is to increase system capacity and improve efficiency along NC 273 (South Main Street) for local and regional
traffic, thereby improving mobility. '
NC 273 is the primary north-south facility for local commuters serving the City of Mount Holly from Interstate 85 in east central Gaston
County. Traffc volumes are expected to almost double by the design year of 2035 on this segment of NC 273. 2011 traffic volumes along
the project ranged from 18,215 to 24,485 vehicles per day (vpd). In the design year 2035, traffic volumes are expected to range from
31,600 to 42,300 vpd. If this segment of NC 273 in Gaston County is not widened, it is expected that traffic volumes on the project will
exceed the current capacity of the existing facility by at least 100%.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from widening the roadway and shoulders and lengthening/replacing hydraulic structures.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter.
22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres
or
Linear Feet See attached cover letter.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter.
ENG FORM 4345, DEC 2014 Page 2 of 3
24. Is Any Portion of the Work Already Complete? ❑Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
� 25. Addresses of Adjoining Property Owners, Lessees, EtC., Whose Property Adjoins the Waterbody (if more than can be entered here, p�ease attach a supptementa� �ist).
a. Address- See attached permit drawings.
City -
b. Address-
City -
c. Address-
City -
d. Address-
State - Zip -
State - Zip -
State - Zip -
City - State - Zip -
e. Address-
City - State - Zip -
I26. List of Other Certificates or ApprovalslDenials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
�` Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this applicatian. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
--- __ 07-08'- 20l6
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
Fb� Pl^� (:� 5. l-%�f r�`f
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a rnaterial fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, DEC 2014 Page 3 of 3
� •.
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�
Mitigation Services
ENVIRONMENTAL OUAIITY
PAT MCCRORY
�U,��,,;�,
DOIVALD ��. VAN ��ER VAART
5ec,z�ta, �
June 14, 2016
Mr. Philip S. Harris, III, P.E., CPM
Project Development and 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-3633, Widen NC 273 (South Main Street) from Tuskaseegee Road to Highland
Street, Gaston County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the compensatory stream mitigation for the subject project. Based on the information supplied by you on June
10, 2016, the impacts are located in CU 03050101 of the Catawba River basin in the Southern Piedmont (SP)
Eco-Region, and are as follows:
Catawba Stream Wetlands Buffer (Sq. Ft.)
03050101 Non- Coastal
Sp Cold Cool Warm Riparian Ri arian Marsh Zone 1 Zone 2
Impacts 0 0 1,096.0 0 0 0 0 0
(feetJacres)
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
DMS commits to implemenring suffcient compensatory stream mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu
Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS.
8420.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-
Sincerely,
Jame. B,�: Stanfill
Credit Management Supervisor
cc: Mr. Steve Kichefski, USACE — Asheville Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: U-3633
State ofNorth Carolina Environmental Quality Mitigation Services
1652 Mail Service Center I 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652
919 707 8976 T
MINUTES OF INTERAGENCY 4B MEETING FOR PROJECT U-3633,
GASTON COUNTY
HELD ON 05/09/2012
Team Members:
Support Staff:
Stephen Morgan
Liz Hair
Marella Buncick
Polly Lespinasse
Chris Militscher
Michael Batuzich
Marla Chambers
Carlas Sharpless
Karen Gulledge
Erin Cheely
David Wainwright
Dan Grissom
Mark Staley
Charles Hunt
Laura Sutton
Amy Simes
Herman Edwards
Angela Sanderson
Wilson Stroud
James Swinson
Shannon Ransom
Carla Dagnino
NCDOT Hydraulics Unit (Present)
USACE (Present, by phone)
USFWS (Present)
NCDWQ (Present)
EPA (Present, by phone)*
FHWA (Present)*
NCWRC
NCDOT Hydraulics Unit
NCDOT Hydraulics Unit
PDEA-NES
NCDWQ
NCDOT — DIVISION 12
REU
Structures
Structures
DENR
Roadway
PDEA*
PDEA*
Utilities*
Gaston Urban Area MPO*
NES
NCDOT began the meeting at 2PM (The meeting was originally scheduled to begin at 3PM, but
an earlier start was requested. The participants noted with an asterisk (*) joined the meeting at
approximately 3:00.)
NCDOT gave an overview of the project and discussed the design concept since the November
11, 2011 meeting in which the minimization efforts were discussed for the preferred alternative.
At that meeting the impacts were summarized as 960 feet of linear impacts to jurisdictional
streams. The current design will have permanent impacts of 865 feet. The project drainage
design concept was then discussed sheet by sheet.
Sheet 4
No Comments
Sheet 5
NCDOT discussed -Y4- Sunset Drive, stating that there would be no impacts to the jurisdictional
stream because improvements to the road ended before reaching the stream. NCDOT states
that the stream flowing under -Y5- East Catawba Drive is a jurisdictional stream and the same
one flowing under -Y4-. It wasn't shown completely on the plans due to limits of the topographic
coverage.
NCDOT stated that the stream feature flowing under -L- (Station 32+00) through the existing 30"
RCP was not jurisdictional on either the inlet or outlet side of the pipe. Division 12 asked for
some clarification on the classification of the stream from the outlet to just before -Y5-. WRC
and DWQ stated that it was not jurisdictional. NCDOT stated that stream impacts were limited
to the area at -Y5-. NCDOT stated that there was significant bank erosion at the outlet of the
existing 42" RCP and may include some stream re-alignment in the final plans.
DWQ inquired if there was erosion at the outlet of the existing 15" RCP left of —Y5- 18+30 and
NCDOT replied that there was erosion. DWQ also asked if the existing 42" was to be extended,
NCDOT replied that it (and the existing 36" RCP on the inlet) was to be replaced with a 48"
RCP.
Division 12 inquired if the drainage from the proposed 18" RCP (from structure 521) was
discharging directly into the stream. DWQ states that they prefer no direct discharge and
requests alternate design to avoid direct discharge. Division 12 suggests looking into taking the
discharge from structure 521 back against grade to the existing 30" RCP. NCDOT replies that
they will look into doing this.
FWS inquired about the concrete paved ditch at the outlet of the existing 30" RCP and whether
it would be retained or removed. NCDOT stated the current plans are to retain the concrete
ditch. WRC requested it be removed. FWS inquired about not directly discharging the
proposed 18" RCP (structure 522) into the stream and inquired about ditching it along -Y5-.
NCDOT stated that they were not in favor of ditching because of the steep terrain and possible
maintenance issues, but would investigate.
DWQ and WRC inquired about the proposed pipe system along -Y6- Forest Hills Drive and
direct discharge into the jurisdictional stream. WRC inquired about other outlets and NCDOT
stated that there were really no other options because all other outlets would discharge directly
onto the property owner's yards and existing outlets were eroded.
NCDOT stated that the City of Mt Holly has received concerns from property owners about more
discharge onto their properties (flooding). NCDOT states that because of the very steep terrain,
property owner concerns, possible maintenance issues, the best option is to pipe the discharge
along -Y6-.
USACE inquired whether the system could be shortened and a rip rap lined ditch used or outlet
to the Duke Power easement. Division and NCDOT stated that the terrain is quite steep and
either of those options may present future maintenance problems. NCDOT also stated that they
could investigate the possibility of taking the discharge further down line (-L-) and possibly outlet
to the proposed Hazardous Spill Basin. NCDOT also stated that another option might be to
have 2 pipe systems — one for offsite drainage, using existing outlets and one for roadway
drainage, using the proposed Hazardous Spill Basin as an outlet.
WRC inquired about the proximity of the fill slope to the existing pond located left of -L- station
38+00 and if it would be impacted. NCDOT stated that it would not be impacted and the current
DI was being replaced.
Existing channel impacts to jurisdictional streams (permanent):
• -Y5- station 18+41: 62ft (1 @48" RCP)
• -Y6- station 13+64: 15ft (1 @48" RCP)
Sheet 6
Division inquired about the quantity of water flowing in the jurisdictional stream and if it wasn't a
lot, could it be diverted to the proposed Hazardous Spill Basin while the proposed Lateral Base
Ditch was constructed. NCDOT and USACE stated this was not an option. NCDOT stated that
the stream had a fairly large drainage area and associated discharge.
NCDOT noted that the proposed PSH right of -L- station45+00 was mainly for offsite drainage
and not in the best location because of the terrain and may require some bank stabilization.
NCDOT discussed the two new driveway alignments and associated impacts to the jurisdictional
stream. WRC and DWQ inquired as to why there had to be a pipe between the driveways.
NCDOT stated that because of the fill slopes associated with the drives and -L- widening, there
was not a lot of open area between the drives and a continuous pipe was the best option.
The distributed plans showed piping the stream under the drives right of —L- 46+40 to 48+55,
and then day-lighting the stream with a realignment from —L- 48+55 to the tie-in at 51+00.
There will be no direct discharges to the piped portion of the stream. NCDOT stated that
Natural Stream Design (instead of piping) wasn't practicable due to the steepness of the terrain.
The proposed realignment option for the jurisdictional stream would require the relocated
stream to be very deep. The Division had construction, maintenance, and safety concerns with
this option. The team agreed with these concerns and agreed that piping the entire stream in
this area would be the best option. DWQ asked for difference in pipe length between the
partially piped option and the fully piped option. The fully piped option would require 250' more
pipe.
NCDOT stated that piping the stream may allow some grass swale treatment along the roadway
fill, and any rerouted drainage from sheet 5 could be directed to these swales. Both the fully
piped option and the partially piped option would tie in to the existing steam near the existing
48" pipe outlet right of —L- 50+82.
Existing channel impacts to jurisdictional stream (permanent):
•-L- station 46+00 to 51 +00 Rt: 444ft
FWS inquired about the slope of the proposed 60" RCP and suggested a flatter slope and drop
boxes to help dissipate energy. WRC expressed concerns of impairment due to the drop boxes.
NCDOT stated that there would be minimal drop (i.e. not more than 6").
FWS expressed concern about the outlet of the proposed 60" RCP due to the length/slope of
the pipe (erosion). FWS stated that there would not be much opportunity for sediment buildup
inside the pipe and the velocity in the pipe would be erosive — effectively "cleaning" out the pipe
during storm events. FWS inquired to whether the use of CSP might be an option to hold some
sediment within the pipe. NCDOT stated that it could be investigated.
NCDOT discussed the existing triple 8ft wide X 12ft high reinforced concrete box culvert and
stated that the best option was to replace it instead of extending on both ends (outlet would
have required more stream re-alignment). NCDOT stated that the proposed replacement
culvert would be a triple 10ft wide X 12ft high reinforced concrete box culvert with appropriate
low flow benches.
Existing channel impacts to jurisdictional stream (Fites Creek) (permanent):
• -L- station 54+12: 159ft (3@10'x12' RCBC)
• -L- station 54+12: 80ft (bank stabilization)
WRC inquired about the small jurisdictional stream near the inlet and if Natural Stream Design
could be incorporated instead of a straight ditch. DWQ and USACE stated that they would
prefer something other than the 90 degree tie-in of the proposed stream relocation to Fites
Creek. USACE also states that since the other jurisdictional stream is being piped that they
prefer this stream to have some Natural Stream Design, if possible.
NCDOT stated that it may be possible to do some Natural Stream Design in order to obtain a
better bankfull design. NCDOT stated that the existing stream is in a gully and possible has
been re-aligned in the past based on the current condition, which includes head-cutting.
NCDOT stated that stability is the main priority for the stream.
WRC inquired as to the amount of Natural Stream Design. FWS inquired whether the stream
was perennial or not. DWQ and WRC stated that it was perennial. DWQ inquired if there were
other liner options for the relocated jurisdictional stream than rip rap. NCDOT stated that cross
rock vanes could be investigated, but that some sort of protection was needed at the tie-in to
Fites Creek.
Existing channel impacts to jurisdictional stream (permanent):
•-L- station 54+50 to 55+50 Lt: 105ft (stream relocation)
NCDOT discussed the Hazardous Spill Basins on either side of Fites Creek on the outlet side of
the proposed culvert. There were no comments on HSB's by other members.
NCDOT inquired whether a 4C Permit Review meeting would be needed. Consensus from
members was yes.
Sheet 7, 8, 9, & 10
No Comments
Meeting was concluded at 3:15PM
MINUTES OF INTERAGENCY PERMIT DRAWING REVIEW MEETING (4C) FOR PROJECT
U-3633,
GASTON COUNTY
HELD ON 09/17/2014
NCDOT STRUCTURE DESIGN CONFERENCE ROOM
Team Members Present:
Support Staff Present:
Stephen Morgan
Steve Kichefski
Marella Buncick
Marla Chambers
Alan Johnson
Mitch Batuzich
Carlas Sharpless
Karen Hefner
Erin Cheely
Laura Sutton
Nya Boayue
Jason Moore
Angela Sanderson
Phil Harris
Alyson Tamer
Carla Dagnino
NCDOT Hydraulics Unit
USACE
USFWS
NCWRC
DWR
FHWA (by phone)
NCDOT Hydraulics Unit
NCDOT Hydraulics Unit
NCDOT PDEA-NES
NCDOT Structures Management Unit
NCDOT Roadway Design Unit
NCDOT Roadway Design Unit
NCDOT PDEA
NCDOT PDEA-NES
NCDOT Roadside Environmental Unit
NCDOT PDEA-NES
The meeting began at 10am.
NCDOT-Hydraulics gave an overview of the project. The purpose of the meeting was to review
the permit drawings and discuss changes since the drainage concept (4B) meeting held on May
9, 2012.
2
The 4B meeting minutes and original design package was discussed. Prior to the meeting, a
design comparison package was created and placed on the PDEA website to aid the team in
reviewing the changes from the 4B plans. Comments from the meeting are listed below.
Sheet 4; Permit Sheets 2, 3, 4
Site 1 to be eliminated, not located in Jurisdictional Stream. NCDOT-PDEA stated that the
Jurisdictional Stream starts near -Y4-.
Sheet 5; Permit Sheets 5, 6, 7
PDEA-NES stated that the stream at Sites 2 and 3 are Jurisdictional per review past summer.
Previously at the 4B Meeting, the stream was not considered JS.
All Roadway Drainage is now piped to a Hazardous Spill Basin located at approximately Sta.
52+00 Rt. (Sheet 6) and kept separate from the jurisdictional stream. This revision addressed
concerns about the roadway drainage being piped to stream crossings on -Y5- and -Y6-.
USACE inquired what is being discharged at Site 4. NCDOT-Hydraulics explained all offsite
drainage is separated from roadway drainage.
At the 4B Meeting, the stream (Site 2) was piped across the road to the same outlet, just a
different configuration.
USFWS inquired why offsite drainage was included. USACE inquired the need for Structure
#545. NCDOT-Hydraulics stated that a separate drainage system is used for all offsite drainage
to Site 4. All Roadway drainage is contained in a separate system. NCDOT-Hydraulics stated
that Structure #545 is needed to pick up the offsite drainage at this point due to the terrain.
USFWS inquired about where stream is jurisdictional. NCDOT-PDEA explained the location of
the JS features.
NCDOT-Hydraulics discussed the -Y5- crossing and the erosion problems at the outlet of the
pipe. NCDOT plans to re-align the pipe and stabilize the stream banks.
NCDENR asked how energy would be dissipated through the offsite drainage system that
terminates along —Y5-. NCDOT-Hydraulics stated that using a JB to drop the pipe, laying the
pipe on a flat grade, and an increase of pipe size from 42" to 54" will help dissipate energy
through the system.
Sheet 6; Permit Sheets 8, 9, 10, 11, 12
Site 5
NCDOT-Hydraulics discussed the pipe relocation and the elimination of the pipe system on -Y6-
at Site 5. 4C plans shows the upgraded pipe crossing at -Y6- only. No comments were made.
Site 6
Stream relocation for Site 6 was deemed not feasible due to the steep terrain. An area in this
location was identified for a hazardous spill basin (HSB). It was noted that alternative pipe can
3
be used outside roadway fill. It is the decision of the roadway contractor about which material to
use. Previously, the team asked about using CSP with ridges to retain bed material.
USACE inquired if the 60" would have to be RCP. USFWS suggested that it should be noted
that the pipe material should be one which will retain bed material and provide for energy
dissipation. NCDOT-Hydraulics stated that alternative pipe was called for on the current plans.
NCWRC suggests CSP.
NCWRC inquired if stream was intermittent or perennial. NCDOT-PDEA stated that the stream
is intermittent between -Y4- and -Y5- and perennial downstream of -Y5-.
USACE inquired about the existing pipe sizes of driveway pipes located along the stream.
Existing driveway pipes were noted of being 48" in diameter.
HSB/Berm is required because Fites Creek is a water supply watershed. Roadway drainage is
discharged through the HSB.
Site 7
At the 4B Meeting, the plan was to replace the culvert. Due to traffic control issues, it was
decided that the culvert could be extended and supplemented with a 66" pipe.
USFWS stated there is some confusion about whaYs going on at the culvert site and why there
is a need for a separate pipe. USFWS also suggested that if the culvert is replaced, the need
for a separate pipe could be eliminated.
NCDOT-Structures inquired about any constructability issues with the installation of the 66"
pipe, soil consolidation and installation method. NCDOT Construction thinks it will be a
Bore/Jack installation. NCDOT-Structures stated adding another barrel is an option if an open
cut was to be used for installation. NCDOT-Roadway inquired whether the 66" pipe should be
shifted because of constructability concerns. It is suggested shifting the pipe for a distance of
4ft -5ft. NCDOT-Hydraulics may adjust the location of the 66" overFlow pipe slightly upon
consultation with Division Construction.
NCWRC inquired if the existing stream is using 1 or 2 barrels. The plans look like it is using 2
barrels. NCDOT-Hydraulics stated that since there are no sills in the existing culvert, the stream
could be using any barrel, depending on the flow at that time. 66" pipe is in floodplain and is
required due to using sills in proposed culvert extensions.
USFWS stated that the floodplain benches could not be seen on the plans and that the impacts
look to be larger than culvert. NCDOT-Hydraulics stated that the floodplain benches are on the
inlet and outlet of the proposed culvert extensions.
USACE inquired about the width from TB to TB outside of the influence of the culvert area.
USACE stated that a single bench is what appears to have naturally formed at the culvert now.
NCWRC inquired about erosion problems on the outlet of the culvert/pipe.
USFWS suggested carrying a floodplain bench to beneath 66" pipe to help alleviate any erosion
problems during high flows.
4
Site 8:
NCWRC requested that the tributary to Fites Creek be relocated so it comes in at less than a 90
degree angle. USFWS stated that the stream ties in at a narrow portion of Fites Creek.NCWRC
asked if there was a concern about erosion issues on the opposite side of Fites Creek due to
the tributary connection.
NCDOT-NES noted that the incoming stream is very small with limited geomorphology.
NCDOT-Hydraulics stated stability was not a concern. The tributary has likely been realigned in
the past and is not currently causing any erosion concerns. Also the existing tributary ties to
Fites Creek at an adverse (greater than 90 degree) angle.
With no further comments, the meeting adjourned at 11:15am.
f�edcrrrl flid # S`I'P-0273(l) 7:IP # U-3b33 C'�irnty: Gaston
C,(3N�: UI2REN�E �'�RM FOR PROPERTIES N01" ELIGI�3L9+ I+�It
THE Nfi'I`IONAL REGISTER t.�T HIS'i{?RIC PI.r�.CES
Pr�jecr Dc�,scripti�ri: �Widen NC� 273 {South Mai.n Str�et) in Mount Holly froin "I'uckasccg� Ro�d to Higl�lalld Street
at South Main Street
On i5 Sepfen�ber 2i309, representatives of tiie
� North C_'ar�lin� Departn�eilt of'C'rai�spartation (NCDOT)
❑ ( cderai Iti�l�way �lciai�inistrlti��� {FHWt�,)
� Nortt� �:art�(ina State Histvric I'r�-servati�n (�f#7ce (HP�)
�] Oillf�r
IZc;tiiet;-ed the s��bject proj�ct at histaric �ircl�itectural resources �hotograpl� review session.�co��sultatic�n and
;1(1 p<3rties pre�ent agreed
�J "(�hei•e aa•e r�i� pr{>pertie5 over tifty years �Id witllin thc projeet's Area ofPote�iti�l Effects {<11'Ej.
� There <�re na properties less than lifty }�ears olci whicli are considered to meet Criieri<� Consideration Ci within t���
�rc>iect�s :'\P�.
(� Tl�lere <�re �ropertie� o��er fifty ��eai-s t�ld ��ithin the projecYs A.PE, but l�ased ori the i�istorica( infor�n<auon zicailable
and tlie �llcit���ra 7t�is of each ro crt , the ro erties identified as ��� `z�-- ar� cc�nsid�red not ela fiif�le fcr
1 I F� P Y P P _��-�' �
tl�e National Kegi�ter ai�d no furthEr evaluation of them is u�cessary. Yhetographs Ui these prope.rtie:; are nktache:l.
� l l�s:a•c, are no Nati.onal lte�ister-listed ar St�ady Listed properties witl�in the project s APE.
(� All �+r�}7erties gi•eater th�n 50 years of �ge locatec� in il�e ��PE ha��e be��n considered at this consultatic��i. =�s�d baseci
u��c�n t�l� �k�ove c�oncu�-reni;e, all c.cm�pliance �or l�istoric a�-chitecture �.vit}a Secti�>n 1�i> of the Natic�nal f3isto�•ic
Yreservatios� :�c� a�1ti Ci5 1� 1-12{a) l�as been cornpleted for thiti proicct.
❑ 11r�ore i��f�r�natiesl is requ�sted �n ��a-o�e�-ties _
S i� t;t: ci;
ItepresenYati
�� ��N ; .
p.� ,J�7��, ��'fJ
Datc
F�HIV�, fnr tl��e Divi�,i�st� ,��mi�lisU�ator, c�r oti�er f�e<leral f�Qency 17ate
lie}?� i�:seni,�ti v�:. I IT'�
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�t��te ltist;,ric 1'iesesti�atic�n tJfki�;t.r t�� __ I�ak�
li ti stii�ey ��e��t��t is prepar'ecl, S fin;f1 cop,y oi ti�is faain anci the alt�iche�i ]ict will Le in::ltidz�d.
9 �i�y���,.��`, North Carolina Department of Transportation f^
�tc�r�t��vat� r
, Highway Stormwater Program `��
STORMWATER MANAGEMENT PLAN -_—_
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Pro'ect/TIP No.: U-3633 County(ies): Gaston Page 1 of 4
General Project Information
Pro'ect No.: U-3633 Pro'ect T pe: Existin location Date: 6/30/2014
NCDOT Contact: Stephen Mor an, PE Contractor / Desi ner: Carlas Sharpless, PE
Address: 1590 Mail Service Center Address: 1590 Mail Service Center
Raleigh, NC 27699-1590 Raleigh, NC 27699-1590
Phone: 919-707-6739 Phone: 919-707-6750
Email: smor an ncdot. ov Email: cshar less ncdot. ov
Cit /Town: Mt. Holl Count ies : Gaston
River Basin s: Catawba CAMA Count ? No
Prima Receivin Water: Fites Creek NCDWQ Stream Index No.: 11-121- 1
NCDWQ Surface Water Classification for Primary Receiving Water Prima : Water Su I IV WS-IV
Su lemental:
Other Stream Classification:
303 d Impairments:
Buffer Rules in Effect
Pro'ect Descri tion
Pro'ect Len th lin. Miles or feet : 1.3 miles Surroundin Land Use: Urban, business and residential
Pro osed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 19.00 ac. 9.92 ac.
Typical Cross Section Description: 4-12 foot travel lanes with raised monolithic islands and variable turn Ianes,Curb and
Gutter section with 4' sidewalks on both sides.
Average Daily Traffic (veh/hr/day): Desi n/Future: 42,300 2035 Existin : 26,800 2014
General Project Narrative: U-3633 is a widening project to upgrade NC 273 from a 2-lane facility to a 4-lane divided facility with curb and gutter and sidewalks. To avoid impacts to existing outfalls,
drainage from the proposed roadway is separated from the existing site drainage. Hazardous Spill Basins are required for stormwater discharge entering Fites Creek since it
is within 0.5 mile of the Catawba River which is a primary water source. The proposed project also requires the extension of the existing 3@ 8'x12' RCBC and supplement
with a 66" pipe to accomodate the new roadway typical section. Silis and Low Flow Benches will be utilized in the existing streambed channel to maintain a low flow channel
passing through the center barrel of the culvert. Several streams also had to be realigned or piped as a result of the wideneing of the highway.
References
,� , North Carolina De artment of Trans ortation �����
H1�;tl�� �t) p P �
St(�r'Yt7W�fieY Highway Stormwater Program
C�
STORMWATER MANAGEMENT PLAN —
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Pro'ect/TIP No.: U-3633 County ies): Gaston Page 2 of 4
Project Environmental Summary
Surface Water Im acts
Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed
No. (From / To) Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM
6 -L- 45+g4 Rt Stream Perennial SB-UT1 to Fites Crk SB 11-121-(1) WS-IV None Fill N/A
-L- 50+65 Rt.
6 -L- 53+g0 Rt Stream Perennial Fites Creek Fites Creek 11-121-(1) WS-IV None Culvert N/A
-L- 54+2g Rt
6 -L- 54+08 Lt Stream Perennial Fites Creek Fites Creek 11-121-(1) WS-IV None Culvert N/A
-L- 54+36 Lt
6 -L- 54+54 Lt Stream Perennial SD-UT2 to Fites Crk SD 11-121-(1) WS-IV None Fill N/A
-L- 55+37 Lt
` List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Descri tion of Minimization of Im acts or Miti ation
References
I li�htil't�y North Carolina Department of Transportation �\
�tor�l��vrdt�r Highway Stormwater Program ��_;�
STORMWATER MANAGEMENT PLAN —
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: U-3633 County(ies : Gaston Page 3 of 4
Preformed Scour Holes and Energy Dissipators
Pipe/Structure
Sheet Energy Dissipator Drainage Area Dimensions Q10 V10
No. Station T pe Ri rap T pe ac Conve ance Structure in cfs f s
4 27+58 RT. Riprap Energy Dissipator Class I 7.50 Pipe 36 31.0 4.0
Basin
❑ YES ❑ No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA
HEC-14 (July 2006), been met and verified, as applicable? If No, provide further expianantion of why design criteria was not met.
Additional Comments
* Refer to the NCDOT Best Management Practices Toolbox, Version 1(March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14),
Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
��i�}��:�,���. North Carolina Department of Transportation '°
S1Ut'►1l4vdt�r Highway Stormwater Program �;'
STORMWATER MANAGEMENT PLAN —_
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Pro'ect/TIP No.: U-3633 County ies): Gaston Page 4 of 4
Other Stormwater Control Measures
Drainage Area All Design
5heet No. Station SCM T e ac Re uired / Minimum Treatment Desi n Treatment Criteria Met?
51+00 RT. Hazardous Spill 2yr, tc=10 min, td= 5 min storm runoff + 10,000
6 12.60 14827.04 cf 18500.00 cf Yes
53+60 RT. Basin gal (cf)
54+50 RT. Hazardous Spill 2yr, tc=10 min, td= 5 min storm runoff + 10,000
6 56+50 RT. Basin 9'60 gal (cf) 11508.80 cf 21000.00 cf Yes
Additional Comments
` tquauzer Nipes to be noted as a minimization ot impacts.
�
�
See Sheet 1-A F�or Index of Sr�eets
�ee Sheet 9-B For Conventfonol�y mbols
See Sheet 1-C For Survey Control Sheet
BELMoxy��
`� To
BEGI11t T.I.P. PRO
-L- STA.18 + 65.00
GRAPHIC SCALES DESIGN DATA
ADT 2014 = 26,800
`I77T��� o ADT 2035 = 42,300
PLANS K = 10 %
D = 55 %
50 25 0 50 100 T = 4%*
V = 50 MPH
PROFILE (HORIZONTAL) * TfST =2 DUAL 2
io 5 0 �0 2o FUNC CLASS =
URBAN COLLECTOR
PROFILE (VERTICAL) REGIONAL TIER
-Y5- STAl6+OOA0
BE6/N CONSTRUCTION
����� �� ����� ��������
���%�5�� � �� �I� ���������YS
GAST01� COUI�TY
LOCATION: MOUNT HOLLY - 111C 273 (SOUTH MAI11l STREET) FROM
TUCKASEEGE ROAD AT BEATTY DRIVE TO HIGHLAIVD
STREET AT A�E DRIVE
TYPE OF WORK WIDENING, GRADI11tG, DRAI11tAGE, PAVING, RESURFACING,
F�' CULVERT.
T2 E PROIECT REFERENCE NO.
��� U-3633
PROI. NO. . w. PROI. NO.
37649.1.1 STP-02731'
37649.2.FRI STP-0273(1'
37649.2.FRU1 STP-0273(1',
WETLAND AND SURFACE WATER IMPACTS PERMIT
THIS IS NOT A CONTROL OF ACCESS PROJECT -L- STA. 9l + OO.00
THIS PROJECT IS WITHIN THE MT. HOLLY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
PROJECT LENGTH Prepared in /he Office of:
DIVISION OF HIGHWAYS
LENGTH ROADWAY T.I.P. PROJECT U-3633 = 1.365 MI iaoo atr�n xtage Dr., naretgh ,ve, z�e�o
20/2 STANDARD SPECIFICAT70NS
LENGTH STRUCTURE T.I.P. PROJECT U-3633 = 0.005 MI
TOTAL LENGTH OF T.I.P. PROJECT U-3633 = 1.370 MI
RIGHT OF WAY DATE:
NOVEMBER 25, 2014
LETTING DATE:
JANUARY 17.2017
JAMES A. SPEER� PE_
PROJECT ENGINEER
NYA BOAYUE, PE
PROJECT DESIGN ENGlNEER
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
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U-3633 5
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ENGINEER ENGINEER
SITE #1
SITE #2
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PROIECT REFERENCE NO. SHEET NO.
U-3633 5
RM/ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
SITE #1
SITE #2
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IMPACTS IN SURFACE WATER ,00
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Z � DENOTES IMPACTS IN PERMIT DRAWING
oSURFACE WATER ��AP��� s�A�E
� SHEET 3 OF 11
'�� Scale: 1" =100'
S ITE #1
WW SHEET NO.
ROADwAY DESIGN HYDRAULICS
ENGINEER ENGINEER
S ITE #2
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DO NOT USE FO CONSTRUC'CION
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O�'
ENLARGEMENT �`'�
/ 90
s
�DENOTES TEMPORARY So� o� so ioa� iso- PERMIT D�WING
IMPACTS IN SURFACE WATER SHEET 4 OF 11
cRn�Hic sca�E
�DENOTES IMPACTS IN
SURFACE WATER Scale: ��� = 5��
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�' � ��� STANDARD BASE DITCH
s � �i� ��� � 6�� w W/CL I RIP-RAP
�`� � _ �� ' _ -&�������
Replace Existing 42" Pipe -� � - _ _ GR P -� - - _ _ _ _
with 54" Pipe w/Headwall �� o � ��� - �� _ _ _��� _ _
-Y6 - POT � � � I1 � ���'�
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Sta. 14+30.65 � � j � o
—Y6—Sta. 14+15.0 e � I I�➢� � _____
END PAVEMEN �
S ITE #4
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
�
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ENLARGEMENT ;�
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Scale: 1" = 50'
150' UNIFORM TRANSITI�
(U-T�1f�1N LN.)
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DETAIL 16
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground �•� D �•.� Ground
d
Geotextile � B Min. D= 2 Ft.
Max. d = 4 Ft.
When B is >_6.0' B= 5 Ft.
Std. No. 876.01
Type of Liner= CLASS I Rip-Rap
-Y6- STA. 13 + 68 RT.
AT PIPE OUTLET
PROIECT REFERENCE NO. SHEET NO.
U-3633 5
RM/ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
����i������ ��,���
DO NOT USC PO CONSTRUCTION
wE��
HOUSE
SE
TC
W/
18
40
-DRl -
PERMIT DRAWING
SHEET 5 OF 11
-L
�
DETAIL 5
L4TERAL BASE DITCH
� No� a s�aio�
b
Gr und 7.� p �,.� 1^fr�. I
� o � Min. D= 4 Ft.
�•=+ B- 5 Ff.
b== 10 Fi.
fjOM ST . 54 i� 30 LT. TO STA. 55 �+� 55 LT.
�mg.��
RET.E%IST.
$YSTEM
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Remove ez �n9 B
/ ond Replace r '
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DETAIL b r� �
ROCK SILL
i Hm s�aiel
b
�ral Fill
Groun 7:/ p l,.ii�. Sloae
d
GEOiE%TILf B
Min. D=4 Ft.
Max. d=2 Ft.
'Wl+en B 'is �-. fi.0' B=5 Ft.
Type of Liner= CL I Rip-Rop 6=10 Ft.
FROM STA. 54+40 LT. TO STA. 54+55 LT.
FROM STA. 55+48 LT. TO STA. 55+63 LT.
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
SITE #6
DETAIL 10
OU7LET DITCH AND HAZARDOUS SPILL BASIN BERM DETAII
� SECTION A-A'
E�ev. sve.ar � w b, � nm �o s�oiel b
urol No�uralH ti, z� F' �
Gro�nd Z'1 p 1�iF�' s�lope
lo' Min. � '
W= 3 Ft. G[Oi[xn�[ g
H= 4 Ft. Max Min. D= 2.5 F.
Exis��ng b'= varioble Mox. d= 2.5 Ff.
lurisd'�nionol 8= 4 ff.
Streom Type of Liner= Closs I Rip-Rap 6= variable
�
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SITE #5
� � � ��
DETAIL 13
TAIL BASE DIT
�No��o Scole)
O d D
OGeo�ex��le 8 Min. D= 3 Ft.
� Max.d= 3 Ft.
B= 4 Ff.
T e of Liner= Closs I Rip-Ra
FROM STA.53+56 RT.TO STA.53+76 RT.
FROM STA. 54+06 RT. TO STA. 54 �h 31 RT.
� m � �� \ �
, o �� " �\ \
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. 1 ._ £"'s`'-'-"'-'^� „t _
2GI �
— PDE �
REM.48„ —
RCP & HW
Scction A-A' -
(See Defai170)
rdou oilvS I Basin
26 Tons
56 5Y
GEOTEXTILE
� � �
PUE
���
SITE #7
OO
SHEET NO.
U-3633 I 6
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�
DETAIL 11 DETAIL 17
OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL STANDARD BASE DITCH
� SECTION �B' �Hoero smle�
E�Ev. sv9 z�' W b, 1 No� �o sm�el �-- b � �,o� Nar�,ol
u.al H 1� 1�1 � I I ound D .�;� G�a�nd
G,ouna d ?'I D � 1'�'' sioae � d
ln Gea�ex�ile B Min. D=l Fi.
W= 3 F. GEOTEXIIIE B Mox.d=4 F.
Min. D= 2.0 Fi_ g- 4 Ft.
H= 4 F. Max Max. d= 3.0 Ft. When e is > 6.0'
b'= variable s�a.Ho.e�boi
B= 4 Ft.
Type of Liner= Class I Ri�Rop 6= wrioble T e of Liner= ClASS I fti Rap
SEE DETAIL b L Sta. 50+82 RT.
AT PIPE OUTLET '
��R SILL �
"'�T�- � �� SfiE DETAIL 5 5
CL PoP RAP f� I ��, � �aleml 5' Base D tch De}ail ��
� � � � r Stream Reloca7 m �� �/ �
PROPO �D 3(n)l0'X12
BURIED .0' W51LL5
273 LiST
061
o( a�o) �a /
i
4' BASE TAI�I�Q
SEE DETAIL 13
DZ
�n �
ODL�%—
-- WZ!'_
��
„p0
CJI
100' 0' 106' 200' 300'
cRA�Hic sca�E
Scale: 1" =100'
�.
i :�
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n sv �eorexn e
6' 0. P \ L CLL E�
064 � � H_=zordo�s Spill B s n B ri �
4' BASE TAI�GFF—
SEE DETAIL 13 Sec�ion �N =B w
�'4- PDE cv oo— P�E (see oeroa n � W !
� PDE —(�-E�
/\Cq r �
PERMIT DRAWING
SHEET 6 OF 11
DETAIL 5
LATERAL Bo SE DITCH
, �o, =�o�e,
b
�ral �—
G�o��d 7.� p .�.� �„hi. F'ill
Slope
�„ � Min. D= 4 Ft.
LJ B= 5 Ft.
6= l0 Ft.
FROM STA. 54+30 LT. TO STA. 55+55 LT.
� � ,�{�-q� � � � � -
- � �� i ;
�
� %i��' j� � _
N j
�/ i��� i�� g/ i
SITE #6
DETAIL 10
OU7LET DITCH AND HAZARDOUS SPILL BASIN BERM DETAII
� SECTION A-A'
E�ev sve a� � w b, � nm �o s�oiel b
urol uralH ti, z� F' �
� o��a .o�o ?� p rh+. sio e
� � Geo�ex��le J 8 M'n. D= 3 Ft. Ground �1 D � ���' Slo
i
� lo' M'n. I---1 d 4�i
I �; I I� } Q/�' p� /� W 3 Ft. G[Oi[xi�[ g � Max. d= 3 Ff, ln G �ex�ile B M'n. D=l Fi.
l
��I��� { .�L- I yT 5�0• IJ6+7�M/ / M'n D 2.5 F. g- q Ff. `�' 3 F. GEOTEXIIIE B Mox.d=4 F.
r H 4 Ft.Max M D- 2.0 Fi_ g 4 Ft.
�j�t p� ry� Ezs�ng b varioble Mox d- 2.5 Ff. H= 4 F.Max M.d= 3.0 Ft. h e' 6.0'
1 /� �III � I�II� � . -l1R�- �VT 5��. �Q•�•�/.1/l/ lursd'��onol 8 4 ft. T e of Lner= Closs IRip-Ra b' variable B 4 Ft d. . 6.
, i� « Str�om voriable
� �� 9� T oss I Ri Ra FROM 5 A 54+06 RT O STA 54 h 3� RT Type of l ner= Class I R�Rop "� T e of L ner - ClASS I ki Rap
, ,/ II a. II 0 vpe of Lner el � . . ETAIL ro e L- Sta. 50+82 RT.
' � RET. E%IST. -L- POT S�O. �JB'�'OBZO � � 1 � � W b AT PIPE OUTLET
P b bl
m
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>
�� �II � �I — s . � ! I � R2� POT Slo. /0+00.00 � � j � � � �` `�'� � � I / �r I see oerna s sS
' l � .(�. 7' ` r!'"`-'F''iQ � . /� `}"� \ ~' � � / � � Loterol5'Bas Dth Detail �
� �r 1
i
DETAIL 13
TAIL BASE DIT
�No��o Scole)
SHEET NO.
U-3633 I 6
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SITE #7
DETAIL 11 DETAIL 17
OUTLET DITCH AND HAZARDOUS SPILL BASIN BERM DETAIL STANDARD BASE DITCH
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FROM STA. 54+40 LT. TO STA. 54+55 LT.
FROM $TA 55+48 LT. TO $TA. 55+63 LT.
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
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PERMIT DRAWING
SHEET 7 OF 11
c PROJECT REFERENCE NO. SHEET NO.
o'
� U-3633 6
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�� ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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III��:�i�II�]L1E "1� 1P�L,��T�
DO NOT USE FOR 0 W ACQUISIT[ON
150' LT 100' LT 50' LT 50' RT 100' RT 150' RT
� Statio 54 + 2 —L—
� Elevati n = 12.72'
3 8'x12' RCBC
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lan view
50 YR WS L= 59 .1' _ _ �
bb" Pipe In et Inv. 1 ---- —
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urvey 2s� •i- • � 2i
Inlet I =58 .7' +/— � oi +i
v. — 58 .2' Outl Inv. = 86.2' —
58 SI e—.0 9 ft.�t
BENC ES AT NLET Exi in 3 8'x12' 1. P ac Si s at Cu ert Ou et
AND UTLET OF CU VERT Inl I n. 58 .23 E isting 3 8'x12' 2. Pla e Sills 82' fr m Culvert O tlet
(SEE ETAIL) O let Inv. 587.20' 3. Pla e Sills at Cul ert Inl t
U LV RT I LET C LVE O TLET
O EX AVATI N EXCA ATION
EXCAV TION 17 cu. yd 194 c. yd.
50 u yd. i � �
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�DENOTES TEMPORARY
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�DENOTES IMPACTS IN
SURFACE WATER
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ENLARGEMENT
so� o� so� �oo� i�o�
GR�f'HIC �CALE
Scale: 1" = 50'
-L- Sta. 50+82 RT.
AT PIPE OUTLET
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PROIECT REFERENCE NO. SHEET NO.
U-3633 6
RM/ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
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SHEET 9 OF 11
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SITE #6
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FROM STA. 54 + 40 LT. TO STA. 54 + 55 LT.
FROM STA. 55 + 48 LT. TO STA. 55 + 63 LT.
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES IMPACTS IN
SURFACE WATER
S ITE # 7
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LOW FLOW
BENCHES
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SEE DETAIL 13
PpE �- PDE --
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ENLARGEMENT
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Scale: 1" = 50'
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PROIECT REFERENCE NO. SHEET NO.
U-3633 6
RM/ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
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FROM STA. 53 + 56 RT. TO STA. 53 + 76 RT.
FROM STA. 54 + Ob RT. TO STA. 54 + 31 RT.
PERMIT DRAWING
SHEET 10 OF 11
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
ac ac ac ac ac ac ac ft ft ft
1 31+77/31+92 LT.-L- 36" Inlet Stub Out <0.01 <0.01 15 14
2 34+69/36+12 RT.-L- 36"Pi e/42"Pi e 0.02 145
3 18+34/18+75 -Y5- 54" Pi e IN/OUT <0.01 0.01 68 26
4 13+63 -Y6- 54" Pi e IN/OUT <0.01 <0.01 7 21
4 13+63 -Y6- Bank Stabilization 10
5 45+94/50+65 RT.-L- 60" CSP Pi e 0.06 <0.01 484 42
5 50+80/50+93 RT.-L- Bank Stabilization 13
6 53+g0/54+2g RT.-L- Culvert Extension 0.04 0.02 134 53
6 54+08/54+36 LT.-L- Culvert Extension 0.03 <0.01 94 15
7 54+54/55+37 LT.-L- Stream Relocation 0.01 <0.01 149 15
TOTALS: 0.15 0.03 1119 186
NOTE: 43' of Site 2 is paved ditch.
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See Sheet 9-A Fo� Index of Sheets
See Sheet 1-B For Conventionol SYmbols
See Sheet 1-C For Survey Contro7 Sheet
-Y- STA15+50A0
BEGIN CONSTRUCrION
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NC i�pri'� R
T� BE
`'
BEGI1� T.I.P. PRC
-L- STA.18 + 65.00
� � :f 11 ll J L �,i O,d � ,� �J �l� J1 Q � 1L 11L � � � �UC 11-e .l A "�� .�
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GAST01� COU1�lTY
LOCATION: MOUNT HOLLY — NC 273 (SOUTH MAIN STREET) FROM
TUCKASEEGE ROAD AT BEATTY DRIVE TO HIGHLA11lD
STREET AT A£�E DRIVE
TYPE OF WORK: WIDE11tI11tG, GRADING, DRAINAGE, PAVI11tG, RESURFACI11tG,
£� CULVERT.
-Y5- ST,416+OOA0
-Y12- STA15+25.00
THIS IS NOT A CONTROL OF ACCESS PROJECT -L- STA. 91 + OO.00 PRELIMINARY PLANS
THIS PROJECT IS WITHIN THE MT. HOLLY MUNICIPAL BOUNDARIES. oo NOT usE FaR �oNSTR�,�T�oN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
Prepo�ed in tne Office of: H1'DRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT 2014 = 26,soo DIVISI0111 OF HIGHWAYS
50 25 0 50 l00 LENGTH ROADWAY T.I.P. PROJECT U-3633 = 1.365 MI i000 szr�n Ridge n.., aare�gh xc, v6ro ��W�
�-'-�'-'-�I� ADT 2035 = 42,300 ,�� °� � c,�
K= � O % 2012 STANDARD SPECIFICATIONS ,t! �p�
PLANS D= 55 % LENGTH $TRUCTURE T.I.P. PROJECT U-3633 = 0.005 MI P.F. � s
S/GNATURE: Gw
50 25 0 50 l00 T— 4 o/a * RIGHT OF WAY DATE: JASON MOORE, PE � �
V= 50 MPH TOTAL LENGTH OF T.I.P. PROJECT U-3633 = 1.370 MI NOVEMBER 25. 2014 �R�✓Ecz ENcrxEsn ROADwAY DESIGN A a
PROFILE (HORIZONTAL) * TTST =2 DUAL 2 ENGINEER ���p ����
70 5 0 to 2o FUNC CLASS = I,ETTING DATE: NYA BOAYUE, PE �� g�A�g�
URBAN COLLECTOR DECEMBER 15, 2015 �Ro�Ecr DEsrcN ExcrxEEn
PROFILE (VERTICAL) REGIONAL TIER rE
S/GNATURE:
Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line —•••• ••••-
County Line
Township Line --- ---
City Line - -
Reservation Line — — —
Property Line
Existing Iron Pin �
Property Corner —�
Property Monument �
Parcel/Sequence Number p3
Existing Fence Line -x—x—x-
Proposed Woven Wire Fence �
Proposed Chain Link Fence �
Proposed Barbed Wire Fence 9
6cisting Wetland Boundary - - - -•�a- - - -
Proposed Wetland Boundary •�a
6cisting Endangered Animal Boundary E•a
Existing Endangered Plant Boundary E°B
Known Soil Contamination: Area or Site —�— '�'
Potential Soil Contamination: Area or Site --�— �%
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or WG Tank Cap O
Sign �
Well °
Small Mine 'X'
Foundation �
Area Outline 0
Cemetery 0
Building �
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water —��� ���—
Hydro, Pool or Reservoir �___= J
Jurisdictional Stream —J5 -
BufFer Zone 1 az i
Buffer Zone 2 sz z
Flow Arrow E �� �---
Disappearing Stream �-� �--
Spring p�' �_-^
Wetland �
Proposed Lateral, Tail, Head Ditch �
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False Sump �
����[°1E �1F 1��IE��1�[ �C�1[$�IIa�N�
�������N �IF �[���[�V���
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.•
Standard Gauge csX ra�
RR Signal Milepost NiLEPo57 35
Switch 0
swRCN
RR Abandoned -�- �- -�- �-
RR Dismantled --------
RIGHT OF WflY.•
Baseline Control Point
Existing Right of Way Marker �
Existing Right of Way Line -
Proposed Right of Way Line �
Proposed Right of Way Line with �
Iron Pin and Cap Marker
Proposed Right of Way Line with �
Concrete or Granite Marker
Existing Control of Access —��—
Proposed Control of Access �
Existing Easement Line --E--
Proposed Temporary Construction Easement - e
Proposed Temporary Drainage Easement— TDE
Proposed Permanent Drainage Easement — PDE
Proposed Permanent Drainage /Utility Easement pue
Proposed Permanent Utility Easement rue
Proposed Temporary Utility Easement Tue
Proposed Aerial Utility Easement nue
Proposed Permanent Easement with O
Iron Pin and Cap Marker �
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement -----
Existing Curb -----
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR TELEPHONE:
Orchard
Vineyard
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
WG Power Cable Hand Hole
H-Frame Pole
Recorded WG Power Line
Designated ll/G Power Line (S.U.E.*)
F�asting Metal Guardrail
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol 0
Pavement Removal �
l�EGET�4TION.•
Single Tree �
Single Shrub o
Hedge
Woods Line �`"'-'
€� a a c�
Vlneyortl
CONC
— � CONC WW I
�
CONC HW
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r
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Existing Telephone Pole -�--
Proposed Telephone Pole -0-
Telephone Manhole TO
Telephone Booth ❑e
Telephone Pedestal �
Telephone Cell Tower �s.
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable *
Designated WG Telephone Cable (S.U.E.*) - - - - -T- - - -
Recorded WG Telephone Conduit *_
Designated WG Telephone Conduit (S.U.E.*� - - - -*_- - - -
Recorded WG Fiber Optics Cable *��
Designated WG Fiber Optics Cable (S.U.E.*}- ----* F�- --
WATER:
Water Manhole O
Water Meter o
Water Volve �
Water Hydrant �
Recorded U/G Water Line •
Designated U/G Water Line (S.U.E.*� - - - -�- - - -
Above Ground Water Line A�c wa.a�
N:
TV Satellite Dish Y
TV Pedestal ❑O
TV Tower �
U/G N Cable Hand Hole HH
Recorded U�G N Cable *°
Designated WG TV Cable (S.U.E.*) - - - -��- - - -
Recorded U/G Fiber Optic Cable �° °�
Designated ll/G Fiber Optic Cable (S.U.E.*� ----�• F�- --
GAS:
Gas Valve 0
Gas Meter �
Recorded U/G Gas Line �
Designated Ufi� Gas Line (S.U.E.*) - - - -�- - - -
Above Ground Gas Line p�c cas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout �+
ll/G Sanitary Sewer Line �s
Above Ground Sanitary Sewer e�c sa��ta�Y sawa�
Recorded SS Forced Main Line Fss
Designated SS Forced Main Line (S.U.E.*) - - - - -«�- - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
WG Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
WG Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
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pATUM pESCR[PT[ON
THE LOCALIZED COORDINATE SYSTE� DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NGS FOR MONUMENT "MADORA"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 566623.601(ft) EASTING: 1395742.464(ftl
ELEVATION: 654.061ft1
THE AVERAGE COMBINED GRID FACTOR USED �N THIS PROJECT
fGROl1ND TO GRID) IS: 0.999846
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"MADORA" T� -L- STATION 19+51.40 PT IS
S 3°38'08.0" w 5128.693'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
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NOTE: DRAWING NOT TO SCALE
PROIECT REFERENCE NO. SHEET NO.
U-3633 1 C
Location and Survevs
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY
BY SELECTING PROJECT CONTROL DATA AT:
HTTPS.//CONNECT.NCDOT. GOU/RESO URCES/LOCATION/
THE FILES TO BE FOUND ARE AS FOLLOWS:
U3633 LS CONTROL.TXT
U3633_LS LOCAL.TXT
2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS
PROJECT.IF FURTHER INFORMATION IS NEEDED,PLEASE CONTACT THE
LOCATION AND SURVEYS UNIT.
3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM,
UTILIZING THE NCGS RTN SYSTEM (VRS).
MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT
LOCATION AND SURVEYS UNIT:
• INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL
■ INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL
d INDICATES BENCHMARKS FOR VERTICAL CONTROL
� INDICATES NGS GEODETIC MONUMENTS USED FOR HORIZONTAL CONTROL
� INDICATES IISGS BENCHMARKS
NGS MADORA
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Po�Nr oEs�. NOR,� EAsr E�E�Ar�oN
............ ................ ................ ................ ................ .
BL-5 56m39�.5�10 13953m0.3446 6Jm.44
EL�6 560942.586m 1395433.3m60 62�.`=0
� BL-� 561549.m52m Is45456.1290 694,8�
£f BL�B 561]]6.1890 1395425.3580 695.4]
2 U3633-2 56233�.2390 1395289.464m 685.12
BL-9 562625.6H3N 139643].6960 668.4n
10 BL-La 563222.3620 13955��.3.ri5a 660.28
lL BL-LI 56365�.548m ]395819.8480 662.23
12 BL-L2 5E3933.I220 13958�4.�130 650.fl1
13 BL-L3 56438].9160 1346L05.6860 61J.68
14 BL-l4 564�a4.23]0 1396243.3v2@ 6m8.84
15 BL-15 565163.2230 1396381.2480 61fl.5q
tJ USGS 1949 REvCT 5652�2.��3m 1396434.014a 623.51
16 BL-16 565446.6180 1396549.6516 62J.63
1] BL-1] 565�a3.t44m 139]m40.4E40 64].09
Ib BL-18 56626�.55Jm 1"s9�4J3.0800 F�2.10
U3633�3 5663��.E88m 139��49.29m0 6]<.90
I9 BL-19 566502.9220 139839�.4�80 651.61
� U3633-4 SE668].326m 1399m]2.0340 62a_08
20 EL-20 56�030.e580 13994�3.6460 �6.32
� s,A,�oN oFFSET
.......... ................
95�ae,3Z J835.J1 RT
13�93.5] 38.EL RT
19-9m.24 43.88 RT
zz•i5.am aa.�s aT
2��82.39 59.82 LT
30�92.39 25.5m RT
36�95.84 62.66 LT
4L�93.86 1.62 RT
44�]@.18 49.3J LT
49�]8.16 3.85 LT
53�60.14 6.94 LT
5J-9J.9L 38.51 LT
55•16.62 43.35 LT
61��I.0i 39.55 L.T
6]�a6.84 33.36 RT
]?•44.9E 42.J2 LT
]6•35.]3 32.33 LT
82�91.93 ZJ.55 RT
89�89. » 36.84 Ri
95�m8.32 28.93 FT
BY
PO[NT OESC. NORiH EFlSi ELEVRiION Y SiRiION OFFSET
............ ................ ................ ................ ................ ................ ................
21 BY-21 56mJ6�.2280 1394241i.829H J26.25 Ot1TSI�E PROJECT LIM�TS
22 BY-22 5609L3.5L9N 139a44a.3260 ]20,06 12�m8.53 L'�.55 RT
23 BY-23 5612m3.5�+J0 Is'y�65N.J32a �12.55 15-66.2m 2�.IJ LT
24 SY-24 56Lam�.83H0 1394903.�480 ]06.95 18•]8.25 33.09 LT
E0� BL-� 561549.9g20 1395456.t290 69a.g� 24�40.62 4m.84 LT
zs BY-25 SEL5m5.50Hm 139E119.�930 6]J.25 3t�m3.mt 19.m> RT
BYL
POINT OESC. NOFTH EAST ELEVlTION Y1 STPTION O�FSET
____________ ________________ ________________ ________________ ________________ ________________ ________________
E08 BL�II 561J]6.189m 1395425.3580 695.4J 10•56.�6 26.6� LT
26 BYI-26 561908.45J0 1395�29.5240 699.56 13�9L.J8 6.61 RT
Br2
PO1Ni OESC. NORTH EPSi ELEVRiION Y2 STRTION OFFSET
____________ ________________ ________________ ________________ ________________ ________________ ________________
E�24 6Y-24 56Lam�.8380 1394903.'J480 ]06.95 10�86.i6 32.9L RT
1 U3633-L 56L535.8�00 1394911.�5]0 ]@a.3] 12-0@.50 26.t9 LT
2% BY2-2] 5619m8.689m 1395t22.t820 696.89 16-28.1m 23.03 RT
E02 U3633-2 56233�.23a0 1395289.4640 685.12 OUTSI�E PROJECT LiMITS
BY4
ao�Nr oFsc. NoaTH Easr E�EvarioN vu sTar�oN oFFSET
............ ................ ................ ................ ...""'""........ ................ ................
E09 BL-9 562625.6830 1395437.6960 668.44 1�1�23.6� 34.45 RT
28 BY4-28 5626m3.393m 1395]93.5510 662.25 13�]6.65 11.22 RT
5Y`_=
PO[Nr C�ESC. NORTH EAST ELEVlTION YS STPTION OFFSET
____________ ________________ ________________ ________________ ________________ ________________ ________________
G9 BYS�"t9 5633��.031m 1394980.2m80 65J.48 UUTSIOE PROJECT LInITS
30 BV5-3m 5632J�.2�20 1395385.3666 680.03 14�2J.23 13.09 LT
EOLO BL-10 563222.362m 13955�].3550 6Em,28 16�24.15 32.52 LT
31 BY5-31 5625��.1�361� 1395992.9630 F65.61 2t-03.10 16.�8 LT
BY6
POLNi OESC. NORTH EPST ELEV4aT10N V6 SiRT10N OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
EOL1 BL-L1 56365].548m 13958L9.8980 662.23 ]m-26.38 35.20 Ht
32 BY6-32 563486.3280 1396mL6.8y5@ 638.03 12�]9.m8 t4.�4 RT
33 6Y6-33 563446.3560 139631fl.3420 64fl.�9 15-JJ.J2 L5.J8 LT
5y�
PO[Ni OESC. NOFTH EAST ELEVRTION Y� STRTION OGFSET
____ ________________ ________________ _______________J ________________
34 BY>-34 564m95.294m 1395381.2180 6E6.>8 ]2�2m.9F 22.8� Ri
E012 BL-t2 563933.t[Z0 13a58�a.�130 650.81 1�-38.34 23.38 L.T
ava
ao�Nr oesc. NoarH eAST e�evrrmN vair9 srarmN oFFse1
_._._ ... ................ ............_.. ....._._._._ ......_._..... ._._._....._ ...______ ..
36 BY9-36 565605.1020 1396385.3590 625.IJ Y9 10�02,38 12.86 LT
EOL6 BL�16 565446.6L8m 1396549.6610 62].E3 Y9 12•2].83 23.m3 RT
35 BY8-35 565286.0250 1396�83.9600 622.54 V8 12�53.94 25.2J LT
evim
PoiNr oesc. NaHTr+ ensr e�evAT�oN rim srnr�om occser
-
eo n s�-v sessas iaam �s��mam.aeaa Ea� as im�ea.36 3s.as �r
+� B�IO-3� 565631.3120 139]245.62_D 6�1.83 13�32.�5 La.5S kT
��� SEE SHEET 1C FOR NOTES.
�
S UR VEY C011lTROL SHEET
ar� �
ao�NT ❑Esc. NoarH Erasr E�EVAr�oN ri� srraTcoN oFFSEr
............ ................ ................ ................ ................ ................ ................
48 MIOORR 566623.60Im 1395J42.464m 654.m6 OUTSIOE PROJECT LIMITS
39 BY1t�30 SE6�95.'s5m0 L396k3B9.1m30 E]6.36 lB�lt.36 24,12 LT
BYIi-39 566498.9060 139J154.6m6m 6J5.1� 14�0J.11 IH.90 RT
E018 BL�18 56626�.59]0 L39�4�3.mBE0 6�2.10 1]-96.28 4t.42 LT
40 BYIt-44J 565586.2J29 139�631.4590 668.26 23-86.93 28.33 RT
EY12
POINT OESC. NOR1H ERST ELEVlTION Yt2 STATL9N OFFSET
____________ ________________ ________________ ________________ ________________ ________________ ________________
41 BY12-6L 561834.35J0 1398�96.]2Jm 638.68 OU�SI�E PROJECi LIM[TS
42 BY12�a2 566�84.0�t0 L39�H�5.38�0 65�.9t LS�z2.59 18.3] LT
E03 U3633-3 5663J�.6880 139�J49.29P�m 6J4.98 12-16.39 95,32 LT
46 BY12�46 566L98.9m5a L39J989.a640 E]A.88 OUTSIOE PR�JECT �IMITS
8Y13
POINT OESC. NORTH ERST ELEVPTION Y13 STITION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- -----------
43 BY13-43 561051.4090 1394264.5530 �33.23 OUTSiOE PROJECT LIMITS
E022 BY-22 56m913.5190 L3944A4.326m ]20.m6 OUi510E PROJECi �IMLTS
BY14
PO]NT OCSC. NOFTH ERST LEVAT-ON Y14A STRTI�N nF�SET
____________ ________________ ________________ ________________ ________________ ________________ ________________
44 �Y14-44 56t28].58]0 L394494.2L20 ]23.23 Lm-2�.31 15.�3 RT
E023 BY-23 5612m3.59�0 1394658.�3Z0 �f2.5� 12-m9.2m 16.80 LT
BY15
PO]NT OESC. NOPiH EIST ELEVlTION Y15 STtaTLON OFFSET
____________ ________________ ________________ ________________ ________________ ________________ ________________
45 BY15-65 561584.4640 L394646.J920 JmJ.59 LB-04.33 13.19 RT
EOU24 BY�24 56148�.8380 L394903.�4p0 )m6.95 OUTSiOE PkOJECT LIMITS
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM OEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NGS FOR MONUMENT "MADORA"
WITH NAD 83/NSRS 2007 STATE PLANE GRID C�ORDINATES OF
NORTtiING: 566623.60t1ft1 EASTING: 1395742.4641ft)
ELEVATI�N: 654.061ft)
THE AVERAGE COA�INED GRID FACTOR USED ON THIS PROJECT
IGROUND TO GRIDI IS: 0.999846
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"MADORA" TO -L- STATION 19+51.40 PT IS
5 3°38'08.0" W 5128.693'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
........................................
BML ELEVRi]ON = 6B9.mL
N 561m01 E 1395502
L STRTION 14�61 95 RI6HT
FR SPIKE IN LS' SWEET GUM
,,,,,,,,,,,,,,,,,�„�.,�..,.,,,..,,..,,.
._� ................�....,..__._...,..,..
BM2 ELEVRTION - 69q.J4
N 56t%>m E 1395a91
� sTar�oN zz-as ims a�,Hr
RR SPLKE LN 24' ORv
........................................
.......���.<,�<.�......�.�.....�........
BM3 ELtVqTION - 6]t.m8
N 562562 E 1395290
L ETATION 3m�8t ]25 LEFT
RF SPIKE IN 16' ORK
........................................
,�,,,,,,,,,,,,,,,�„�.,,.,,.,,...,,..,,.
BM4 ELEVRTION - 65L.54
N 563454 E 1395841
L STRTION 4m�12 9] RL6Hi
aa sP�Ke rN zm� oaK
........................................
........................................
BMS ELEVRTION - 599.6L
N 564465 E 13q5322
L STFlTION 5L-3m 169 FLGHT
RR SPIKC 1N 22' ORK
....................�,.,,..,,.,,.._..,..
��,��,.��.��,.�.��.��,.��..�..�...,..,..
BM6 F.LEVRTION - 633.32
N 56553N E 1396585
Y9 STPTION II-44 19 LEFT
PR SPLKE LN 3m' ORK
........................................
BM� ELEvqTION - 56q.aQ
N 5659J3 E 135Jh20
Yit STATION 20�J8 55 kCGHT
RR SPCKE IN IB' MRPLE
........................................
........................................
BMB ELEVRTIOi� � 6]q,36
N 565154 E 13`+5m[3
L STRTION ]B•36 260 RIOHT
RR SFIKE iN 12' ORK
.,,..�..�.��.��.�.......,�.�............
........................................
BM9 ELEVRTION � 699.85
N 5665�9 E 1399]51
L STRTION 86�36 1m9 RIGHT
FR SPIKE IN 2]' OPK
........................................
BMIm EIEVnT10N 619.J1
N 5669L3 E 1399aa9
L STRTION 94�31 IU6 RIGHT
RR SPIKE 1N 32' ORK
..................................�,....
.,�..�..�.��.��.�.......,�.�...�.�......
BMtI ELEVlTION - �09.83
N �61a8[� E 1394635
v STATiON 1a�6t 4t RI6NT
FH SPIKE lN 28' ORK
........................................
.....,...�......,,��..� .................
BML2 ELEVATION - 689.5�
N 56154J E 13958�8
Y STRTLON 28�62 28 LEFT
RR SPIKF. IN POWER POLE
........................................
...............................�..�..�..
BML3 ELEVr1TI0N � 69�.�9
N 563324 E 1395m84
rs sraT�orv im�me
s es�zs�am.��� w msr sa.�i
FN SPLKE IN 2m' OFlK
........................................
bMt4`•"`�,ELEVATION � 6�f.0�i„�"�`•,�•
N 5666J4 E 139J032
Yil STPTI�N L2�03 31 LEFT
RR SPIKE IN 29' ORK
.��.�,.��..,..,...« ....................
BMtS E�EVr1TI0N � 660.EE
N 566�64 E 139804�
Y12 SiAiION L6-6N 90 F'IGHI
RR SPIKE iN 30' OPK
�..�......�..�..�.......,�....,....�....
PROJECT REFERENCE NO. SHEET NO.
U-3633 1 D
Location and Survevs
��FE ��-R u oN NORTH I ERST
='J- -���Z�eBD 56�1,67e�683 � 1�95�.tP'e537�
_ _j.11e�L, ��If�Qe���'� l�i�.,�.� �<e��%2
�T .9�51e4B �� 5[i5eGLi7 13�1��-117 -5A2
- � �%:.ci3. 44 ,Cl@4;�., <�l l�o I:S�I"�.�_ I , �24'S
PT 31�63e42 5627IDIDe819� 1395437e1�93
PC 56�58eB6 565�18e4489 139636IDeB618
PT 65�85e34 565764vID7B1 1396895e7537
PC 7��26e6B 556�49e6B73 1397232e17�fl
PT 77��5.6� 566367.7125 � 1397825.2862
PC � 89-61.77 566714.1361 � 1399033e7466
PT � 95-N8e32 567�4Be7987 � 1�99455e5664
-0- � '=�`'Zge32 ��%V_14�e7936 1�i9a4.r.5e5534
Y
T`!PE 5 � R I 10N NORTH ERST
'OT 1�-m�.m� 56�77E.8456 13y4285,6265
PC 15�68e71 56118Fe5E1� 139468�e�41G
?T 19-ID2e1� 561391e794� 1394941e5111
i� 79�6?e�7 561422e84�4 139494�4e93�6
PT 22�55e11 561543e93L�8 13]52t31e5761
P(II 1 V;;.�7 i'-�24.E�41 I:;tiS-]lleh�l3
Y1
CYI�'�: S i AT I ON N�H I H E�S f
�OT 7��BIDeP� 561723e9488 139539IDe657f3
PC 11�88e58 561821e73�1r� 1395551e9Ba5
PT 13�58.70 5619�3.4���+1 � 13957m1,�277
PC 13�61e49 5619�2e2658 1�95698e�251
PT !4�44e3B 561941e9�33 � 1395771e2B1�4
POT '5-55e63 55iG1ae211�3 13G586Ee5516
Y?
FOT 1����DeP�� �oi342e9628 � 13�4864e4�89
PC 1�-2IDe81 561363e5��4 1394861e�579
PT 1��81e73 561421e7235 1394873e4912
PC 1G�91e53 561429e9121 1394978e876�
�T 13�51.�7 561659.7338 1394998.5815
PC '-.6�34.71 561923.33�7 I 13951m3.2186
PT � [8�53e55 562�92e45�3 � 1395237e1868
�,_i- "±,22e27 �o?165e976`� t�a5�a�e-�9;�i
Y3
TYPE Si(TION NORTH ERST
POT 1����.p�� 561927,6968 13951m4.9524
��.IT '_9-5�e1"� 562819e�664 � 1395459e�578
Y4
TYPE� S-�ITION NORTH EAST
�OT lO�BIDe�� 562669e9783 1395425e2659
POT t2�17.58 562612.6247 1395636.1512
PC 12�87e32 562�95eq543 1395702e8674
PT 13�65e28 5626�7e1949 1395778e�36B
_- �-3�77e71 �62613e566ID 1395788e7a67
S UR VEY C011lTROL SHEET
Design Alignments
��,
TYPE STRT I ON NU=�T� ERST
POT 11--5LivID� �'����46e11�4 1�q6133e9977
PC 17�E�1e�7 �313£3e77�1 139�714e7621
PT %�-".32eL3 '3!�l_ieg�67 13��`ti��r_?e74�5`-f
PC Z1 -2 7e 31 _��2`±47. U597 I:SuE,�� 1. jF37
PT 22-2Be34 562876e2874 1396�57e919B
POT 22�2Be35 562876e2874 1396B57e919�
Y6
TYPE ST�ITION NORTH E�1ST
POT 1����.�i�D 563698.9844 1395834.6�99
PC 11�19e58 563599e3223 13959��e6863
PT 13�46e25 5634ti2e9919 1396��i7e21�3
PC 14-3IDe65 563472vID548 139617Be8942
PT 16•95e74 563371e2228 1396412e7137
POT 16�95.74 563377.2228 1396412.7137
Y7
TYPE STRTI�7N NORTH ERST
POT 12-��vID� �F�4124°EID84 1395371vID332
FOT 17�£39eSd �63E391eS�36 1395911e4164
v ,_
ITYPE STRTION NORTH ERST
POT 1�-��eP�P 565435e9174 139659�e7511
PC 1��6!�e89 5654��e887Q� 131664�e5596
PT 1i•3IDe72 565351e�624 1396689e5782
PC 11�82 49 565309.1881 139E719.185�
PT 12�77.02 565254.9652 1396794.4278
PQT 13-20e43 565242e6N52 139E83EvID593
Y;
TYPE STRTI��N NORTH ERST
POT 1���0°IDB 565595.9196 1396376vID467
POT 12�67.83 565442.5859 1396595.6424
Y 11�
TYPE STRTTUN NORTH ERST
POT 1�•�BeBID 565841e446B 139678Ee9171
PC 1�•11e41 565834e1479 1396995e6837
PT 14�29.61 565586.1�83 1397332,�888
POT 14�29,61 5G55�Fe1�83 13q7??2e�888
Yi
TYPE STRTION NORII-� ERS1
POT 1@•O�°IDID 5667E3Re5471 1396RF4e727R
PC 1G-91.�5 566724,9615 1396933.57�8
PT 16-05.�1 566374e1636 13973�9em322
PC 18�N6e16 566231e35�7 139745Be6858
PT 1'=J=21e18 566136e3384 1397514e2522
PC 2�•11e35 566B53e2157 1397549e1931
PT 21��7.19 565962.8935 1397581.ID914
POT 24���.m� ,65681�573E� 1397662.3�48
PROJECT REFERENCE NO.
U-3633
- Preliminary - Location an
Y12
TYF'E �TRTION NORTH ERST
POT 1���8_�� 666Z�9_1217 139 u��e4647
PC 11�13.�i� 56G3�7.`18�2 1��7/'�/�i�g192
PT 11 �7�j.92 5G�_C�3. ��- 3� 13�=i �+�2e 6�86
F'( I� ;t3.'s" �6F42[�.`]:;h �;i')�� t:lo 1.717_
PT 14�95.68 566671�2848 13975'75.`;581
POT 17�85e56 566911.4ID49 1398�38e25P�2
Y13
TYPE STATION NORTI�I � C�ST �
� POT 10�0�.�� 561�61.5�57 13942�73.55�s�s �
� POT 12��7.60 � 56�936.4139 � 13944�9e2358
Y14R
TYPE STRTION NORTH ERST
FOT 1��GJO.CB 561315.3692 1394481e7369
POT 12�34.55 561174.1p54 1394668.82�8
Y14e
�TYPE STGTION I NORTH EaST
POT 1B���eB�D 561192.85ID7 1394686e14ID3
� POT 1 1� 48. 48 561 a9d. �9fif3 13'�47 13 e 3136
Y15
TYPE STRTION NORTH ERST
POT 18��4�.�ID 5E�1597.6228 1394651e22ID�
POT 12��32e87 561428.3135 1374877eR248
pATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE C�ORDINATES ESTABLISHED BY
NGS FOR MONUMENT '"MADORA"
WITH NAD 83/NSRS 2007 STATE PLANE CRID COORDINATES OF
NORTHING: 566623.6011ft1 EASTING: 1395742.4641ft)
ELEVATION: 654.061ft1
THE AVERAGE C�MBINED GRID FACTOR USED ON THIS PROJECT
IGROUND TO GRID1 IS: 0.999846
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED NORIZONTAL GROUND DISTANCE FROM
"MADORA" TO -L- STATION 19+51.40 PT IS
S 3°38'08.0" W 5128.693'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
SEE SHEET IC FOR NOTES.
SHEET NO.
lE
RI�W MARKER f I�ON N I N PN❑ CRP
�I-. T i �N � � T�1T T��N OFFS�T N��RTH ERS I
L 1£��65°ID� 5�ad� 561�422e�3178 13954�75.434d
L 18�65.�� -5�.�� 561415.66�4 1395375.69G5
L 20-12em@ -6�e0� 5E1558e1441 139535de3777
L 2B�3BeIDID 60.�8 56159IDe4978 1395467.3275
L 21�75vIDID S�.�ID 561734e4375 1395449a8244
L 22-25vIDID 6�e�B 561784e1�719 1395A43e7888
L 24�93.44 -6B.B� 562B36.B590 1395292.2632
L 24-93.44 6�.�I� 56Z�60.5443 1396411.3857
L 25�16vE1 -6BeB� 5E2�EBe1148 1395289,5489
L 3��7IDeIDID 6�.�� 562594e6347 1395462e7528
L 31�9BeBID 6�.ID� 5627ID3e3159 13955ID 2 6867
L 36�d5eBB -73e26 5G3138e17�8 1395532.4241
L 36�1�om� 60.�� 563�93.5147 1395658.�756
L 37�3�em� 6de�� 563249e3966 139559�,9874
L 37�4BeIDID 60.�8 5E3214e2902 13957ID6.1722
L 41�1BeID� 6�a�B 563558e�358 1395843_�624
L 42-5�eBB 6�.G@ 55368£3e1�17 1395894.8587
L 44��8.�4 6�.�� 563871.t�549 1395838.8697
L 44���.m�D -6@.m� 5E3s371.�549 1395838.8697
L 45�lIDeB� -S�eB� 56.3974e�4�5 1395879e5668
L 47-21e77 -6IDeDB 56417IDe7928 13�5957�'�161
L 4E3•�5e74 -111e�fl r6t�351eZF37� 1395974e8992
L. 49�35.IDID -11:.�� 564387.7E12 1395981.4244
L 49�8�,84 6m.��D 56441P�,6994 1395853.4544
L 51�35vID� 6�.0!� 56451IDe3�41 1396222 2858
L 51�9BeIDID 11IDePID 564542e9B28 13962�39eP86�
L 52�4BeIDID 11IDeIDD 564589e3549 13963ID7e5847
L 53�45eBB 75.4� 564699e8534 1396313.9154
L 53�45,mm 98.�� 564591.344d 1396335.2834
L 53-75v04 -6�e�� 5E4777e5711 1396199,5939
L 53�75vIDB -125e�B 5648B1e7194 1396139e2�62
L 54�21e5ID 134vID� 604749eB987 489E397e021y
L 5A�55vIDID 6�.dID 5648ID7e5977 1396348.6769
L 54�G5.�� -6B.�f� 564861,2849 1396232.8915
L 54�65.m4 -125.J� 56a885.3332 1396172.5�38
L 5o�58eBE G�.!��7 5E4995e25�4 1396415.8�43
L 58�b8vIDE �Be�� 666B4IDe547� 13953�i4_�L92
L 6�•75vIDID 6�.�8 5�5352vID433 139E6ID4.986y
L 61�O�edID -6Be�i� 5G544IDe8558 1396528.5�78
L 61-75,�V 60.�� 5655�3,3�75 139E566.1683
L 62���e��i o�.73 565449e2977 1396676e9923
L 62-45vE7 68.�� 5654E4e24a3 139E7�4a1��3
L �5•£35e34 -6�eBB 555EID9eS3145 139fg��Ga`�277
L 65•f35e34 -55vIDB 565E3IDF�eID�25 1316'a6ID. 1632
L 65�85034 50.�� 565718.3250 i396934.5796
L 66�73.GJG� 6�.�� 565775.�492 1397U�1.41�6
L 67�65eBB 6�e74 565834eB174 1397B72e0314
L 72-�8vIDID -�5eBB 5662ID4e5983 1397346e2B48
L 73•8BeIDID -7IDe�� 5663ID8�79f3� � 1397492.B68E3
L 74�37.65 -7B.B� 566335.7719 i�97545.8493
L. 74�39.69 G�.�� 566219.38`�8 13976�3.8�17
L 76�75eBN 6�.BB 5663B1e6468 i397814.6�19
L 78�1BeBID 68.�!� 566338e83�5 � 1397943e1844
L 78•61e22 -6BeIDB 566468e3�36 1397959e3294
L f33•9Be�9 ��6�vu�� 566514e1519 1398467.6842
L. 86�22.�3 60.�� 566562 J 691 � 1398723.7233
SEE SHEET IC FOR NOTES.
S UR VEY C011lTROL SHEET
Right of Way and Permanent Easement Monuments
��H'��Ur,�Nr ��1��M�N� M�H4�1-h Ih��N N1°J �r.:�� �-H�
qL1GN STFiTION OFFSET ] �IDRIH CRST
L 16�55.QB 68e54 � 5612�7.1855 1_a=496e4742
15�59.�0 5�.�� 561211.0717 13�5478.14��
L 1E-66.0� 7IDe@� 561217.4234 1395498e4397
L 1E-69.BB 5geBB 561221.3478 1395478e5844
L 18-B�.I�� -6�.�ID 5E1352e2652 1395359vID455
L 18�BB.�� -5�e�� 561352e61ID1 1395379°ID394
L 18-12.�0 -64.�� 5613F3.68�1 1395364�,6D96
L 18�2�.�� 6de�f� �61377.�724 l"396488.1427
L 18-2�e�� 5IDeP� 561376.6133 139�478e153P
L 18�25.�� -5BeIDID 561376e8745 139F378eB285
L 2ID�2B.�� -6�.�ID 561566.�£356 13`�5349e4121
L 2ID-77.B0 -75.80 561628.8582 1395327e6Al2
L 24�77.�0 EO.�� 5616?_2.E688 1395342.5315
L 21�46e0d 6de�� 5617�4.6569 1395453e4457
L 21-45a!�f� 76eB� 561786.5883 1395469e3287
L 21�5Be�� -8�.BB 561692.72ID8 1395313e8659
L 21�58.�� -75.dB 561693.3244 1395318�8293
L 21-75.00 60.�P� 561719.9522 1395330.7018
L ?_1-75.00 -8d.�m 561717.538vJ 139531�.8481
L 22-`��.�!� 6Be�� L61848e5966 1375435e942E
L 22�9�e0B 8IDeID� 55185'__�L�lID8 1395455e79E4
L 25�93.Q0 75eB� 562145eG952 13�5418e4�54
L 25�15.�d 85.BB 562167.8511 13�5427,6�15
L 26-27,53 6m,�� 562178.2594 13954�2.3m65
L 31-65.�8 -72.89 552729.2557 1395369e9793
L 31-7�.8� -9�eBB 56274�e2321 1395355e93g9
L 31�9�.�8 -9�.BID 562758e813ID 1395363e33ID4
L 32�8�.�� -72.92 562761.7831 1395382e9ID11
L 37�11.16 -75.�� 563237.4411 139557�.0807
L 4�-22e00 6de@� �6347Ee28m1 13�581�e5d47
L 48-22,0� 95e�� 563463e331B 1395843eB212
L 4ID-32et�� 105.�ID 563468e9217 1395856eB114
L 4ID�3 2�� 95vIDP 563472.621A 1395f346e721ID
L 4�-44.�0 -77.�� 5E3547.4�54 139569103654
L 4��52.00 lOd.�� 563489.3524 1315858.7656
L 48-52.�� 1�5.8� 563487e5B25 13y5ti63e41�9
L 41�2�e�� 1��.�8 563552a5�73 1395883e923S
L 43�45.8� -88.BID 563B32eB459 1395792e8779
L 43-46.GJ0 -7�.dB 563834.2657 1395787e3B37
L 43-56.00 94.�� 563843.5551 ]395797,��D34
L 43�5C,.�� -88.�8 563841.3363 139577Ee5777
L 44-88.�� -]IeBB 563965��798 13`�58�2e627�
L 44�88.�� -£36_OB 553`�F2���E�ID 13��s�4�ieZ�1?�
L 45^75e�� 14�.BID 563�F'�L=�426 1'-iSL�s3Ge4235
L 45-75.0� 6�,�� 563qq�.�4L5 13�oGi5.1��1
45-7p.�� 79.42 564129.5809 139592�.7213
L 4E-78,�0 -93e�� � 564134vaID54 13959�8e1ID42
L 46-98.�� 85vID� � 564B87e631ID 1396B8�e8732
L 46�94.�8 6IDeB� � 5641��.5965 1396�5`�e127B
L 47�BB.�d -93.�ID 564162.7767 1395919.2ID34
47-��.Od -78056 564157.4356 13q5932,6156
L 47-1�.�� 88e�� � 5641�5e1B19 1396�91eB598
L 47�14.�� 6�e�B 56411ye1773 1396�66e5265
L 47�75,8� 18�.�� � 564161eB5IDB 1396126e2565
L 47�77.55 -76.35 564228.6625 1395963�3612
I_ A7�8C�.f�� 7�1.�� 564175.31a5 13961�3.9513
L 47�86.dG 82e�C� 564177e929� 139E11�e6�D35
L 47�99.�� 6Qe�� 564198.1459 1396�97e9742
L 48-15.t�� 6IDegB � 564213e9397 13951�4e2638
L 48�75e�GJ 85vID� 564259.5P�38 1396147e3183
L 49�7�.16 -71.15 5644�5.6824 1396039.4497
L 5m-��.00 9m.0� 56437:�.7842 13G62d�.21GJZ
L 5��65.�� 95va� 564432e3221 1396228e9�37
L 5ID-75.t�� 115.�8 5(�4434e2131 13`�6251e1843
L 51^BBe�� 115.BB 564457�4391 139526�e4336
L 51�5�.�� 1£3�i.OB 56447�e��29 1��6339e32�B
L 52�4�.Of 185.0� F645�4.4452 13-�6362.4639
L 53-75.0� 185e�� 564637e�276 1:i16427e2�D93
L 53-75.�8 -7G.62 5647E1.599'� 13-���189e73BB
L 54-8�=�� 125e�� 5643�4e945G L7�14�e4555
PROJECT REFERENCE NO.
U-3633
- Preliminary - Location an
F'� RMRNE N1 E'�S� MI�N I MHF'w F'n I k��l�' �' 1 N RNU L�?
�L I GN ��T�1T I�JN OFFSFT NC���TI I E�ST
L 54•25eB�D -150.BP� S�qQ�7eA2@9 1396134e478�3
L 54�5�.�D� 17�.�� 56476��2554 1396441.�217
L 54jE5vIDd 69e82 554864e9181 1396223.7684
L 55�7BeIDID -15�.BID 564992e132� 1396188e125�
L 55j7IDeIDID -81e89 564966e9319 1396251e4�5�
L 56•58vIDB -92e�� 565ID52e4292 1396274e5671
L 56�75.IDB 6�.�ID 565�11.4628 1396421.947�
L 56-7�eD� 18�.00 564964.1&26 1396537.6544
L 57�61e�B 9�e�!� 565B7F�e2282 13q5482.4056
L 57�65vIDID 6B.�ID 565ID91e�346 1396456e8�6�
L 57•92vIDID -76eB(� 565174eB55£3 1396345.5�72
L 57�92vIDID 90.00 5651ID1e7301 1396A95.0193
L 57�94.0� 84,�� 565179.4123 1396339.21�2
L 57�95e�D 6�e�m 565117e5806 1396469.2634
L 58��BeIDB -7IDe�B 565178e9121 1396354.531�
L 58�ID4e�ID -8�eB0 56'5187e�397 9396347�'3735
L 59�3EvIDB -6BeBB 5E5�78e3c42 1396429.4665
L 59�36.�� 65.�C 5653�8.8314 1396R25.1406
L 59-75.�DB 74.�7 565263.3642 13y6564.52£33
L 59-8�DeBB 6C�.�� 565274e7668 1396555a�812
L 59-85vIDID 79e�� 5E5�E9a4710 139E572e94F5
L 59��9i�eBB �7.�ID 5E527�1e33G7 1.�����566e1058
L 6?�96.�� 92�O�L, 565427,0200 1396699.2739
L 61 -�)6. �D� Et7. �� 565434, �939 13`;6695. 33�4
L 62-7�eBB 88e�B 565484e28�8 139674�.5785
L 62�7IDeIDID 95.�ID 565479e7657 1396745e9277
L 62•82vIDID 88.�� 565493eBB27 1396747e9879
L 62•f32vIDB 95.�� 565488e4538 1396753.3884
L 64�48,�� -76.�� 565725,7305 1396741.IGJ94
L 64�5�e�� 6@e�� 5E5715e7560 139F753e7901
L 64�57e�B -78e�P� 565733e7�5B 1396746e41�8
L 64�59vIDID -68e�t� 565727e9784 1396754e8677
L 64��72vIDID 78.�ID 565631e84G�E3 1396865.5�86
L 64�7R,�� 88��� 565625.9341 1396873.8�13
L 64-8?_.�� 72.�� 566642.8093 1396868,3286
L 64�ci5vID� ti7e�� 565�33e8845 139F88�.7225
L 65-�4e�Q� 6�.�� 565666e�819 1396875=6317
L 65•�4vIDB 7�.ID� 565E58e7418 13`�E882.4231
L 65�56eBID -68e�� 565796eB689 1396828.7326
L 65�56,�� 75,�0 5E58�1�3352 1396824.121�
L 65-65eB� -75e�� 5E58B7e4�17 1396831.1738
L 65�65egID -68eB1� 555EQ2a1936 139E83�e76�3
L 67•72vIDID 6�.68 5658'��a5�73� 13=�7B77e329�
L 68-I1vIDB -7IDeBB 565�I6JeA617 1�s�i7�22.A997
L 68�14,�� 8�.�� 56597?„�27C 7397�18,376�
L 68-?_1.�� -66.�� 565966.883] 1397��2.7122
L 68-24eBP� -76e�iB 565976e4484 1397B28e5284
L 68�4�vIDID -55v0� 56597IDe79L5 1397ID54e316�
L 69•E3IDeIDB 62.63 565971e7�12 1397237.1731
L 69�95.�ID 79.OID 565968.9295 1397259.20�2
L G9�95.D� 73��� 565973,5�39 1397255.3176
L 7�-86°aB 8ZD0� 565973e76�3 1397269.5279
L 7��B8eDB 7o.�ID 565979e629� 1397267v17�2
L 72��21egID 77D7ID 5661ID1e2B42 139743Be3f315
L 74•69e5ID �1�2.23 566378e2622 1397563.�3GE3
L 74�76.67 81.46 566363.37C5 1397578.0905
L 74-84v04 -12�e�� 5F64�1e7418 1397569.4843
L 74�88e2D -85e11 566371e6422 1397587.69V71
L 75��BeIDID -11!vIDB 5664ID�e3819 1397588e8�89
L 78•18eBID 6�.�ID 566341e�367 139795�.8742
L 83�46.BB 83.d� 5664E4.538R 1398464,7421
L 83�50.Bm 6�.�m 566487.750d 1398462.24�1
L 8�-76e�� 39e�B 5664E7e�448 13984`�5a233�
L N3-�i2e�B 6�.�8 56549Ga5749 13�8473e'��32
L 85���s9eBD 72.�ID 5665�'oa3372 13�;8647�2�43
L 55��9eNN 6�e@L� 5EG53��eH719 135�36�k3.�i5�
L 86�6�.�D� 84�42 566549.7679 1� 8766 9�73
L 86-6�;e10 89e2� 5E6547e6828 13 f�7l1.0226
L 86�72e�ID 84e5B 566553eBB�3 li �'774,�_����
L 87-35e25 1ID8e28 566547e5886 li,�.24_�85�3
SHEET NO.
7F
�� ICN
__Y -
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
H��w MP��K�� �� h�uN � i N�No c�w
ST�T I ON OFFSET NOI;TH
15•9�e68 35.0� 561177e519B
19��2,18 35.�� 561361,5349
19�2�e�0 37e62 561433e2763
19�E3e97 35e�� 561392e58S�
21-9Ee49 -35e�� 561532e9893
22•E5e11 35.�8 561468e9414
22�65.11 -35.BB 561538.92�2
23-15.�� -3�.0� 56154�D.1491
23-2!�e BID 35. �i� 56147Be 2935
24-8�°IDB 4�.�� 5614E9e235g
24-85e8ID -4IDe�� �G1549e3347
�q-12eb7 -3IDe�� -615AJe87,2
Lti-i2�.`�';t -45.�� "�(-115_�`�i.d747
2)�21e39 40e�� 56148C�e1V73
29�21.68 30.�� 56149IDe11�5
ERST
139472�.19�d
1394969.1GJ��
1394938e0143
1395ID12e5155
139�2�8e48t�4
1395282e5381
13952t3B.8140
13�533�.6931
1395337e4157
I t=�.�.4'=17e49�3
�j�-bID�et184
'. � ��8, i�r5
i !?s.3i9�
1395y38e7453
1395938e7928
PERMRNENT EASFMENT MRRKER IRON PIN AND CAP
��IGN STATION �FFSET NORTH EAST
Y 21�OO.BO 46.00 561433.48�5 1395132.837I
Y 21-��.�� 35.�� 561443.9493 13�5129.5884
Y 21-63eBID 35.8� 551458e4256 1395187e�82B
Y 22�75e�B -35vIDB 561539�1639 139529�e7B53
Y 24•74e27 -54egB 5E1563ea662 1395439e44�4
Y 24�74e94 5�.0� 561459e1143 .395492e68�9
Y 24-87,mB -54.4� 561563,3797 13955�2,173�
Y 24�87e�B -4Be�B 561549e3840 13955ID2.5178
ROW MRRKER IRON PIN RND CRP
RLIGN STRTION OFFSET NORTH ERST
Y2 10�6�eBB -34e72 561413eB161 1394831e0872
Y2 11•35vIDID -3IDeE6 561482e5919 1394875e96�1
Y2 11�35°IDID 29.3�' 561451e3525 1394927e1861
ROW MRRKER IRON PTN RND CRP
IGN STRTION OFFSET NORTH ' �GST
Y4 11-��vIDID 17e5� 562626e7357 :3�i�.��17e1158
Y4 11-�IDeIDID -17e5� 5E266IDe4979 __-5�2Ee3417
�� P
Y4 11�OGJ.Bm 36.�� 562678.3453 1395531.2157
Y4 11-�5eB� -17e5�i 562E59�181�� 1395�31e1649
Y4 11-1�e@B -4�ie�B 562E77e5679 13'�5641a9194
Y4 11��16eRID -17e5� 5E�E�6e28�6 i395541e775�7
ROW MARKER IRON fI� RND CaP
IGN STRTION OFFSET NORTH ERST
Y5 15�65.0� 30.�� 563183.3686 1�955��.6217
Y5 16���eBB -3�e�� 563228e1�7� 1395553e7581
Y5 17�81e67 -17e5� 563155e2514 1�i9572IDe5463
Y5 17•81e67 17.5� 563122e2892 13957ID8e878�
PERMANENT EASEMENT M�RkER IRON PIN AND CAP
R�IGN STRTION OFFSET NORTH ERST
Y5 15-73e�� 3me�� 563237e1854 1395528.3301
Y5 15�74eDB -4Q�ePB 56324Be2669 1395532e6342
Y5 15�83vIDID -3IDe�� 563233e8231 1395537e7478
� Y5 15•84°IDID -4�e�� 563242e9B45 1395542 052�
�' Y5 17�81.00 60.�� 563�82.�882 1395693.9585
- Yb 18-59.0� 17.5� 563�92.8�63 �395778.�761
�
r�
�
S UR VEY C01�TR OL SHEET
Right of Way and Permanent Easement Monuments
how MH� ��� i H���v � i N Ri�u ��a�
�a�T
13759�3e8189
PERMF�NENT ERSEMENT M�IRKER IRON PIN RND CRP
RLIGN �TaTION OFFSET NORTH ERST
Y6 11�76,�� 3IDeIDB 563534e4697 1395915vE8ID5
PERMRNENT ERSEMENT MRRKER IRON PIN RND CRP
ALIGN STATION OFFSET NORTH ERST
Y7 16�96.�� -3�.8� 563955.9478 1395838e44B1
R�JW MaRKER IRON PIN RND CqP
qLIGN STRTI�N l7FFSET NORIH ERST
Y8 18-7�.BB 5BeBB � 565355e9341 1390617e2911
Y8 lID-7ID.�B -5�.BID 565435eNZ7ID 1396678e482D
Y8 1��84.J0 -30.�� � 5654�8.9192 1396678,F227
Y8 1��87,00 50.�� 565421e3257 139669ae7167
Y8 11�5Z.�f� -22eBB I r55338e57�r� 1:5957�5e5155
Y� 11�52.�� -42.BB 5E535�e�15� 13967�`1e9229
RC1W M�RKFR TRON PTN �N� CAP
PERMRNENT ERSEMENT MARKER IRON PIN AND CRP
RLIGN STATION OFFSET NORTH ERST
Y9 11^52.�� 2IDeBB 565492.4993 1396489e22ID7
Y9 11�6P�.�� 4�.�� 565471.5232 1396484,3312
Y9 11�73.0� 2me�� 5654B�e47g, 139�506e4384
Y9 11�78.�� 35e�� 565465e3177 13965B1e952B
MQNFNT FqSFMFNT MRRKFR TR�N P
pATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED Br
NCS FOR MONUMENT "MADORA"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 566623.601(ftl EASTING: 1395742.4641ft)
ELEVATION: 654.061ft1
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
IGROUND TO GRID1 I5: 0.999846
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZ�NTAL CROUND DISTANCE FROM
"MADORA" TO -L- STATION 19+51.40 PT IS
S 3°38'08.0° W 5128.693'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
- Preliminary -
RLIGN
Y11
Y11
Y11
Y11
Y11
Y11
Yll
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
Y11
PROJECT REFERENCE NO.
U-3633
Vi� W MRFiK�I� 1 h'UN N 1 N �NU C�N
�TqTION OFFSET NORTH
14•44e29 -65eB� 566533e7768
14�65.m� 45.�G 5665�4.8854
16�39e53 55.�� 566381e32�9
15�4BeBB -E�e32 56E462e9ii48
15-4�e13 25.�0 5664B2e2346
16•B5eB1 55.�ID 566335e4313
17�20.BB 55.�� 566253.79I9
17-45.�� -5@��D� 5�,6317.�283
19�3�e8F -45e�� �5F135e5569
19�a8e�E 35e��i �F�E�E'=�7e8�75
2� � 11 e35 -45e �� �r ��7i �S=3G
20-11e35 3�.�� r;Q i �-�2�i
27-�7.19 -45.�� �i,:'�.i` "�/4/
21-�7e19 35°O�D 565953e1858
21�25e23 25.�8 565938e6275
21�25e29 35e�ID 565935e796�
21=71vID�7 -25e(�0 5F59ID8e5229
21-9�.0� 25.�� 565885,4645
22-2�.88 -4�.�� 5E5864.7564
22-45e86 25.BB 565822e7316
22�45e89 2�e�B 565824eB916
��:: I
1397239e�1�77
139724�.6963
1397224.�226
1397385.44�5
1397245e5397
1397269.9£335
1397358.9612
139745�.2143
13`i75S2.9744
13�,749Z.4823
1 `'�.7F9��5771
13�'7516e9278
1397624,3252
1397547e4645
1397562e�757
1397552e4848
1397622e8dS33
73q7629.465�
1397651.�557
1397595.5334
13976B�e3449
PERMRNCNT ERSEMENT MRRKER IRON PIN RND CRP
R�IGN STRTION QFFSET NORTH ERST
Y11 15-�8.4� 25.d@ 565424,6886 1397222.7278
Y11 15-3�e�1� -58e22 56646`�e5825 1397296e791B
Y11 15-3IDeIDB -74eB� 566479e8182 13973B7e8699
Y11 15�39e97 33DIDID 566396e6575 1397239.8�17
Y11 15�4IDeIDB -74�e(�� 5F6472e7148 1397315.8632
Y11 16�37.73 55.�� 566312,2016 1347293.(�249
Y11 17�4�e�m 79.�8 5E6222e6338 1397347e9486
Y11 19�33eB� -66e�� 566151e�177 1397579.6756
Y11 19�33eBID -52e9a 566145e941Et 1397567.6�83
Y11 1G�38eBB 56.11 SG6@99e�895 1397469,�4�8
Y11 19�45.�ID -65.�0 55E13S.5E78 1397583.4039
Y11 t9-45.40 -58.�� 5GG136.f3552 1397576.95�8
Y11 2�-72e54 -45e�1� 5E6�1�e172ti 1397613.4�'�ki
Y11 2��72e95 -53e�a 56E.�1,12e3999 139762 L 1715
Y11 22�57eB� -2BeB� 565�s24e51�2 13�37641.8575
Y11 22-57eBB -38eB� 56582`�e5B27 1397657.1513
Y11 22�67.5� -38.�� 565819.4147 1397662.�636
Y11 22-67e50 2�Ie�� 565814e4221 1397644.7F78
Y11 22-78eBB 2�.BID 5E5793e2397 13976�9a2514
Y11 22�78eBID 4�.BB 565787e6925 13�7�1ID.�36G
ROW MARKER IRON PIN AND CAP
R�IGN STRTION OFFSET NORTH E'��T
Y12 t��9�.�0 45.�0 5663�9.5877 1397926.845�
Y12 13�42eBB -51e87 5E6532e�521 1397773.85�7
Y12 14�3IDeBP -35eB� 56EE26e�387 1397812.8512
Y12 14•95e68 -35e�� 56669�e7994 1397846e9572
Y12 15-25eBB -3Be�� 566712e2973 1397867.5168
PERMRNENT EqSEMENT MRRKER IRON PIN RND CRF
RLIGN STRTION OFFSET NORTH ER�T
Y12 1��77eBB 8�.BB 566315e6794 1397963.681�
Y12 IB�78eBID 5�.�8 5663ID1e6534 1397937.1429
SEE SHEET IC FOR NOTES.
SHEET NO.
iG
6
Q.
� P A V E M E N T S C H E D U L E
`° (PRELIMINARY)
E 4 PROP. APPROX. 5%p" ASPHALT CONCRETE BASE COURSE, TYPE 625.OB,
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.SA, PROP. APPROX. 6° ASPHALT CONCRETE BASE COURSE TYPE B25.06,
C 2 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO E 5 AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS. 3" LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
C'3 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO E 6 /aT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1%Z" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
� „
THAN 5/2 IN DEPTH.
� 1 PROP. 8" AGGREGATE BASE COURSE.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 59.58,
C�j AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO R1 1'-6" CONCRETE CURB AND GUTTER.
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 59.56,
CEj AT AN AVERAGE RATE OF 172 LBS. PER SQ. YD. PER 1" DEPTH. TO R 2 2'-6" CONCRETE CURB AND GUTTER.
BE PLACED IN LAYERS NOT TO EXCEED 1%2�� IN DEPTH.
PROP. APPROX. 2�/p" ASPHAIT CONCRETE INTERMEDIATE COURSE, 5" MONOLITHIC CONCRETE ISLAND (KEYED IN).
D1 TYPE I19.06, AT AN AVERAGE RATE OF 285 LBS. PER sa. vo. R 3
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
D 2 S 4" CONCRETE SIDEWALK.
TYPE I19.08, AT AN AVERAGE RATE OF 456 LBS. PER S�. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
D 3 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%p" IN DEPTH OR
GREATEP THAN 4" IN DEPTH.
E1 PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE 625.06,
AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
E 2 PROP. APPROX. 4'� ASPHALT CONCRETE BASE COURSE, TYPE 825.0B,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
E 3 PROP. APPROX. 4%2" ASPHALT CONCRETE BASE COURSE, TYPE B25.06,
AT AN AVERAGE RATE OF 573 LBS. PER SQ. YD.
10'
5' 4' 2' S
�qR 6„
_ ?y
TO 4 � O.o2 � R2
GRADE TO THIS LINE
o, 5' 4' 2'
q
� � 6„
qR?�TO
� � � 6„
R2
o.oz —�-i
.. LL v
�' GRADE TO THIS LINE
o�'
m
02
12'
T EARTH MATERIAL.
U EXISTING PAVEMENT.
U MILLING ASPHALT PAVEMENT
W WEDGING (SEE DETAIL 1 AND DETAIL 2)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
� -L- NC 273
72'-0" TO 89'-6"
16'-0" TO 29'-b"
8'-0" TO 14'- " VAR. 8'-0" TO 1�
SEE
,.,,,..,� VAR_FOR
12'
I � 0.02 I —� 0.02 — — 0.02 — — I 0.02 �
—� — — W V
�$ EXIST. VARIABLE
TYPICAL SECTION NO. 1
� -L- NC 273
11' 12'
SEE DETAIL 3 T=6"
FOR NARROW
WIDENING
CS W
0.02 � 0.02
y Y
�13" � � 13"�
C� —L—, —Y11—
C� EXISTING
PROIECT REFERENCE NO.
U-3633
ROADWAY DESIGN
ENGINEER
Detail Showing Method Of Wedging
DETAIL 1
� —�—, —Y—, —YZ—, —Y6—, —YB—, —Y10—, —Yll—, —Y12—
l0'-0" 10'
14' W/GUARDRAIL
11' 5' 2' 4' S'
SEE DETAIL 3 6„
'OR NARROW
�WID NING
5 D R2 6„
0.02 o.oz
- ` �"�R.
?� I
T
8" E� ��
b T 5 � 4'I
GRADE TO THIS LINE
23'-0" 30'-0" 10'
14' W/GUARD
11'-6" 11'-6" 12' 11' 5' 2' 4' 5'
1'-6" SEE DETAIL 3
- FOR NARROW 6"
_ _ WIDENING
6�� POINT 6„ � W
o.oz o.oz 0.02 �
T — — —T 13" — —
E5 U ES
— GRADE T THIS LINE
EXIST. VARIABLE
TYPICAL SECTION NO. 2
J �8;(
GRADE TO THIS LINE
Detail Showing Method of Wedging
DETAIL 2
6„ C5 Dz w
T
R2 E5 13„
GRADE TO THIS LINE
fYPICAL NARROW WIDENING PAVEMENT '
DETAIL 3
SHEET NO.
2
:MENT DESIGN
ENGINEER
PRELIMINr+�RY FLANS
DO NOT USE FO CONSTROCTION
3"
MIN.
USE TYPICAL SECTION N0. 1
—L— STA. 18 + 65.00 TO 23 + 30.00
—L— STA. 59 + 04.45 TO 82 + 10.00
�k SAWCUT EXISTING PAVEMENT WHEN
CURB AND GUTTER IS PLACED AT
THE FACE OF EXISTING PAVEMENT.
USE NARROW WIDENING PAVEMENT
DESIGN AS NEEDED.
USE TYPICAL SECTION NO. 2
—L— STA.23+30.00 TO 59+04.45
� NOTE: TEMPORARY PAVEMENT (°C5" & "E5")
SEE TRAFFIC CONTROL PLANS FOR LOCATION:
—L— STA. 31+61.22 TO 32+79.06
—L— STA.26+56.81 TO 31+01.44
6
Q.
�
�
�
�
a
0
�-L-
12' 8' VAR. 36' - 60'
4 SEE DETAIL 4
FDPS OR NARRO __ __
8'
SEE DETAIL 4 4�
NARROW WIDENING FDPS
C5 p
� �I I I I� 0.02 0.02 � I 0.02
�,p �� � l 2 �� �� A
O 4� VPR T 6" Et 18�� � � 18" Et
„ n
GRADE TO THIS LINE EXIST. VAR. 24' - 36'
TYPICAL SECTION NO. 3
�-Y- TUCKASEEGE RD.
10' VAR. 14' TO 18' VAR. 14' TO 18' 10'
�qR 2, 2,
- ?'I r 6 GRADE 6
� q. R2 py CS POINT �5 CS pZ R2
� 0.02 � 0.�2 �.�2 �
� �- �
GRADE TO THIS LWE
��R�'�T
O
S 7 6„ EZ ��„ � � ��„ EZ 6„ T O q,�
EXIST. 24' - �-�
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 4
� Y- TUCKASEEGE RD.
6' 8' VAR. 12' TO 18' VAR. 12' TO 18' 8'
GRADE
VqR C5 C5 W pOINT C5
?�� T o oa � 0.02 0.02 �
o.oa
V
4.� 3,� --- - AR• 2:7 T
T p 11" � � 11" p T -� ��
E2 � EXIST.24' E2 GRADE TO THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION NO. 5
(; -Y2- OLD NC 273
��
_ 10' _ . _ 14' _ I _ 12' _ . _ 8' _ . _ 6' _ .
6„ R2 CS CS w POINT CS b•1
O
Q.� o�az � 0.02 OA2 � o.oe 'L'�� -"
��O - - _ - 3:� JP�.
(L �' T
`lP' ._ .E4 8.5"� � 8.5" E4 T
GRADE TO THIS LINE � ��
EXIST.24' GRADE TO THIS LINE
TYPICAL SECTION NO. 6
8�
4'
CS D2 FDPS
0.02
13" T
ES
GRADE TO THIS LINE
TYPICAL NARROW WIDENING PAVEMENT DESIGN
DETAIL 4
USE TYPICAL SECTION N0. 3
-L- STA 82+10.00 TO 90+00.00
USE TYPICAL SECTION NO. 4
-Y- STA 15+50.00 TO 23+64.31
-Y- STA 24+36.65 TO 24+74.10
NOTE: -Y- STA. 15+50.00 TO 15+84.32
TO BE MILLED AND RESURFACED
USE TYPICAL SECTION N0. 5
-Y- STA. 24+74.10 TO 28+82.00
USE TYPICAL SECTION N0. 6
-Y2- STA.10+22.61 TO 11+25.00
-Y2- STA. 14+75.00 TO 19+35.15
�c SAWCUT EXISTING PAVEMENT WHEN
CURB AND GUTTER IS PLACED AT
THE FACE OF EXISTING PAVEMENT.
USE NARROW WIDENING PAVEMENT
DESIGN AS NEEDED.
PROIECT REFERENCE NO. SHEET NO.
U-3633 2-A
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PRELIMIN RY FLANS
DO NOT USE FO CONSTROCTION
PAVEMENT SCHEOl1LE
C2 3�� SF9.SA
C3 VAF. OEPTH SF9.SA
CS 3" 59.58
G6 VAF. DEPTH S9.56
D1 2J2�� I19.OB
�2 4" I19.08
D3 VAF. DEPTH I19.�B
E1 3" B25.OB
E2 4" B25.0B
E3 4%2" 825.0B
E4 5%2" 825.OB
ES 6" B25.OB
E6 VAF. OEPTH B25.0B
J1 B" ABC
R1 1'-6" C & G
F2 2'-6" C 8 G
Rs " momo. coNc. rs�
S SI�EWALK
T EAPTH MATERIAL
ll EXIST. PAVEMENT
V MILLING
W E�GING
\
I II
III APPRO�XFMJUNCT ONA BO%
LOCdTIO�
BOX i
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PARCEL No.
1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
48
49
50
51
52
53
54
55
59
60
SHEET No.
4
4&10
4
4
4&10
4
4
4
4
4
4
4
4
4&5
4
4
4
4
4
4
4
5
4
5
5&6
5
5
5
5
5
5
5
5&6
6
6
6
6
6
6&7
6&7
6&7
6&7
6&7
6&7
7
7
7
7
7
7
7
7
7
7
7&8
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PARCEL INDEX SHEET
PROPERTY OWNER NAME
KRISHNA INC.
WANDA W. MCELVEEN AND RONALD S. WOOLWINE
EARL A. CUNNINGHAM
JOEL R. AND PATRICIA P. HUBBARD
DONALD AND CHERYL DOSTER
W & B CORPERATION
DAN M. BOYD III
BEEBE ENTERPRISES, LLC
AUTENINVESTMENT PROPERTY MANAGEMENT PARTNERSHIP,JEAN B.AUTEN
VU VAN-THUONG AND LISA TRINH
ROBERT S. AND EDWINA G. WESTON
DAVID L. AND CLEMMIE D. MARROW
NOAH H. HUFFSTETLER III
EDWARD C. AND CONNIE MAULDIN
BOYD F. AUTEN
BRYCE C. AND COLLEEN B. BEACH, TIMOTHY C. AND LISA A. BEACH
JIMMY L. AND NANCY S. RAGAN
JOHN ANDERSON
KENNETH R. AND AMY M. HARRIS
MERIDITH H. MCBRYDE
CORA LEE K. GOSNELL HEIRS
MACON A. ALBERTSON AND WIFE, DEBBIE D. ALBERTSON
RICHARD E. AND ANN C. BROWNE
ROBERT I. CONNELL
HARVEY L. AND CAROL R. THOMAS
JIMMY M. AND JEAN CLYBURN
JEFFREY A. AND LEAH Y. ROBERSON
LESTER O. AND RUTH B. MUNDY
MARY VANESSA S. WEBB
COMAVA, LLC
JOHNSON GULZAR AND WIFE, KIMBERLY D. SIGMON
DALE K. AND CARRIE H. FENNELL
JOHN AND JENNIFER SUTTLE
R. CRANDELL JR. AND MARY M. YON
DAVID C. FLETCHER DAVID C. FLETCHER
CARLOS F. AND MYRTLE A. DAVID
ROBERT N. AND SUE G. NEFF
MATTHEW G. AND KATHERINE M. MALTA39
CHRISTOPHER B. AND PAMELA LOFTIN
WILLIAM A. WHITMAN
RAUL C. AND ELENA P. AIZCORBE
TRIANGLE REAL ESTATE OF GASTONIA, INC
LINDA J. ROBINSON
ROBERT O. AND ANN A. WYATT
J.P. AND LOUISE S. GUIN
WILLIAM H. STEWART JR
RAYMOND J. DIMMER
RAYMOND J. DIMMER
THE DALES GROUP, LLC
THE DALES GROUP, LLC
THE DALES GROUP, LLC
HARRELL H. JR AND JOANNE S. RICK
FREDDIE W. WHITE TRUST
HUBERT R. BROOME SR AND HUBERT R. BROOME JR
MCDONALD'S CORPORATION
TRIANGLE REAL ESTATE OF GASTONIA, INC
ANDREW S. AND DAWN H. WILLIAMS
PARCEL No.
61
62
63
64
65
66
67
68
68A
68B
68C
68D
69
70
71
72
73
74
75
76
77
78
79
80
81
82
82A
83
85
86
87
88
89
90
91
92
94
95
96
97
98
SHEET No.
7
7
7
7
7
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
7&8
7&8
8
8
8
8
8
8&9
10
10
10
10
10
10
10
10
10
10
8
8
4
PROPERTY OWNER NAME
ANDREW WILLIAMS, ETAL
1942, LLC
LARRY D. AND PATRICIA COX
LARRY D. AND PATRICIA COX
LARRY D. AND PATRICIA COX
WEB-WOOD, INC WEB-WOOD, INC
RALPH J. AND VINETA M. BEATTY
MOUNT HOLLY CHURCH OF GOD
RICHARD M. AND LUCY R. PENEGAR
TRUSTEES OF MT. HOLLY CHURCH OF GOD
GREGORY S. AND RITA H. FARMER
KEVIN AND CORRINA DEVIN
DORTHY W.BEATTY
NATVARLAL B. AND SARALABEN N. PATEL
ALVIN RANKIN JR
DONALD R. AND EVELYN R. FLOYD
ANGELA FOX-PUTNAM
FRANKE A. BELL
LTR, LLC
ROBERT C. WHITT
FIRST GASTON BANK
THE DALES GROUP, LLC
MOUNT HOLLY CAPITAL, LLC
GREGORY S. AND CLARA P. FARMER
SPRINGS CROSSING, LLC
KONSTANTINOS I. AND MARIA PITSONIS
KONSTANTINOS I. AND MARIA PITSONIS
AMERICAN AND EFIRD MILLS, INC.
KRISHA INC.
NANCY M. DUNCAN
NATALIE KINNEY
PHILIP D. AND DARLENE H. HARRIS
LAURA A.FERGUSON
CITY OF MOUNT HOLLY
CITY OF MOUNT HOLLY
SYLVIA HELLARD
EDD, LLC
JAMES A. AND WANDA W. MCELVEEN
GREGORY S. FARMER
MT. HOLLY BOARD OF ALCOHOLIC
BRUCE F. AUTEN
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