20080365 Ver 1_Application_20080228

~1
U.S. Department
of Transportation
Federal Highway
Administration
Eastern Federal Lands
Highway Division
~'EB 2 ~ 2008
North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: PRA-GRSM 1B19, Rehabilitation of Newfound Gap Road
Great Smoky Mountains National Park, Swain County, NC
401 Water Quality Certification
To Whom It May Concern:
080365
In cooperation with the National Park Service, Eastern Federal Lands Highway Division, of the
Federal Highway Administration (FHWA), is currently preparing plans for the rehabilitation and
improvement of the Newfound Gap Road in Swain County, North Carolina. The proposed
rehabilitation begins immediately north of Collin's Creek Picnic Area and ends roughly at the
southern Park boundary of the Cherokee Indian Reservation, and will include milling, patching,
resurfacing, reconstruction of the existing roadway, and drainage improvements for a total length
of 6.5 miles. The proposed improvements also include the widening and reconfiguration of
Newfound Gap Road to add turn lanes at the entrance to the Oconaluftee Visitor Center and Park
Circle Drive, Tow String Road, and the Collins Creek Picnic Area. Tow String Road will be
realigned and the parking area for the Oconaluftee Visitor Center will be reconfigured.
Wetlands are located in the vicinity of the proposed improvements to the Oconaluftee Visitor
Center, however, impacts will be avoided. Approximately 0.08 acres of wetlands will be
impacted through the widening of Newfound Gap Road to add a turn lane at the entrance of Tow
String Road. Once Tow String Road has been realigned, a portion of the unnecessary roadway
will be obliterated. The ground elevation in this area will be lowered and planting maybe added
to encourage this area to become wetlands to mitigate for the 0.08 acres impacted. The extension
of a culvert would impact approximately 11 linear feet of Collins Creek.
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In Reply Refer to: HFPP-15

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The FHWA respectfully requests certification of the proposed improvements. In order to assist
with your review of this project, enclosed you will find seven hard copies of the Pre-
Construction Notification Application Form and the State Clearinghouse final approval letter,
one hard copy of the Environmental Assessment and one hard copy set of the project plans. You
will also find six CDs which contain an electronic copy of the project plans and Environmental
Assessment. A check for $240.00 for the permit fee is also enclosed. APre-Construction
Notification Application Form with supporting documentation has also been submitted to the
Asheville Field Office of the U.S. Army Corps of Engineers. The FHWA is also initiating
coordination with the North Carolina Division of Land Resources, and the North Carolina
Wildlife Resources Commission. If you have any questions concerning this matter, please
contact Ms. Lisa Landers, Environmental Protection Specialist, at Lisa.Landers a„fliwa.dot.gov or
[phone].
Sincerely yours,
Kevin S. Rose
Environmental Team Leader
Enclosures
cc:
Mr. Dale A. Ditmanson, Superintendent, Great Smoky Mountains National Park, National Park
Service, Gatlinburg, TN
Mr. Mike Tomkosky, Project Manager, Denver Service Center, Great Smoky Mountains
National Park, National Park Service, Gatlinburg, TN
Mr. Kent Cochran, FLHP Coordinator, Southeast Region, National Park Service, Atlanta, GA

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individua1404 Permit or Individual 401
Water Quality Certification. The USAGE Individual Permit application form is available online at
www.saw.usace.army.mil/wetlands/Permits.html.
The USAGE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USAGE website at www.saw.usace.armymiUwetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USAGE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for. General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the Internet should
contact DWQ's Central .Office in Raleigh at [phone].
Trout Waters Coordination -Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12

Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a LAMA Permit and will coordinate the 404/401 Permits.
F
The applicant may also chooe~to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits -Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
-PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http:%/www.usace.army.miUinet/functions/cw/cecwo/rea/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules -All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested fora 401
Certification, then anon-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
fora 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12

US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service /National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Oflice Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12

CAMA and NC Coastal Counties
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
NCWRC and NC Trout Counties
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham .Madison
Haywood McDowell
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12

Office Use Only: Form Version March OS
200803.65
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
^~ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
Q 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NwP 1a. Linear Transportation Projects
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Kevin S. Rose, Federal Highway Administration -Eastern Federal Lands Highway Division
Mailing Address: 21aoo Ridgetop circle
Sterling, VA 20166
Telephone Number: (5r1) asa-151 Fax Number: (e~1) a3a-1 sn
E-mall AddreSS: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: n/a
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12

III. Project Information
6
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in rel;~tion to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name Of prOJeCt: PRA-GRSM 1619, Rehabilitation and Improvement of Newfound Gap Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): nra
4. Location
County: Swain County Nearest Town: Cherokee
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Newfound Gap Road from southern
Park boundary to 500 feet north of Collins Creek Picnic Area.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35 3a o5.s~ ~ s3 20 or.se ~W
Property size (acres): The Great Smoky Mountains NP is 521,086 acres
7. Name of nearest receiving body of water: Collins Creek
g. R1VeT BaSm: Little Tennessee
(Note -this must be one of North Carolina's seventeen designated major river basins. The
1Ziver Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time Of th1S appllcatlOn: Project is within the Great Smoky Mountains National Park.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: Rehabilitation
and improvements include resurfacing, full depth reconstruction, drainage improvements, widening of New Found Gap Road to reconfigure
and add tum lanes at Oconaluftee Visitor Center, Tow String Rd., and Collins Creek Picnic Area. Tow String Rd will be realigned.
11. EXplain the purpOSe Of the proposed WOrk: The project will improve deficient roadway and inadequate intersections.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
COriStruCtlOn Schedules. Permits were obtained for the reconstruction of 10.5 miles of Newfound Gap Road north of proposed
project under PRA-GRSM 1 B17.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: o.os ages of wetlands win be fined to construct a turn
lane on Newfound Gap Road and reconfigure Tow String Rd.
Page7of12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
1 fill forested yes 450 0.08

Total Wetland Impact (acres) 0.08
3. List the total acreage (estimated) of all existing wetlands on the property: n/a
A delineation has not been performed on the entire National Park.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must he included. To calculate acreage, multi171v length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
1 Collins Creek culvert piers perennial 25 feet 11 0.006

Total Stream Impact (by length and acreage) 11 0.006
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill_ excavation. dredging, floodinsr, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres) 0
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the protect:
Stream Im act acres : o.oos
Wetland lm act (acres): o.os
en Water Im act acres : o
Total Im act to Waters of the U.S. (acres) o.oss
Total Stream Im act (linear feet): ~ ~
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ^~ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, imgation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
fmancial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not.feasible. Also discuss how impacts
were minimised once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The new alignment of-row sung Rd. was
had the fewer impacts to wetlands and large trees while improving sight distance. Newfound Gap Road was widened to the east at the
Collins Creek picnic area to have the least impact to the Creek.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12

USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http: //h2o. enr.state. nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The obliterated section of Tow String Rd. will be graded at a lower elevation and planting may be used to encourage the area to
become wetlands ___
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/w~/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ^^ No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not .sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes Q No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^^ • No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* ( Impact I Required
Zone ,~~„-_e c ~~~ Multiplier ,,,~,,,__,,__
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The crest smoky Mountains National Park totals approximately 5zl,oas
acres. The project would construct approximately 1.61 acres of new impervious surface.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
There will be no sewage disposal associated with this activity.
XIII. Violations (required by DWQ)
Is this site in violation of .DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No ^~
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact neazby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Cazolina Division of Water Quality policy posted on our website at
htt~//h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Tnis is
reconstruction and improvement of an existing roadway.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

~ Applicant/~gent's Signature 'Dafe
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

::i~
.vs" •
A'
"~ ,e~~,
North Carolina
Depaxtm.ent of Administration
Gwynn T. Swinson, Secretary
I~fichael F. Basley,~Governor
ivir. Phillip Francis
L.S. Dept. of the Interior
rational Park Service
107 Park Headquarters Road
Gatlinburg, TN 37738
Re: SCH File # 06-E-4000-0058; EA;
Dear Mr. Francis:
September 29, 200
Phase II portion of the Rehabilitation of Newfound Gap Road
The above referenced environmental impact informati ental Policy Actm Ac o dung SoaG.S.113A-
Cltaringhouse under the provisions of the National Envtronm
10. when a state agency is required to prepare an environmental do eum ate End ironmental Pol cy Act.
federal law, the environmental document meets the provisions of th
Attached to this letter for your consideration are the comments made by agencies in the course of this
re .-iew.
If~any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
t~~~2~ ~~ 5t.%~
Ms. Chrys Haggett
Environmental Policy Act Coordinator
Attachments
ec. Region A
Trlepho-te: (9l9)807.2a=!
Maillr~pAddress: Fax [phone]
IS;I prlail gcrvice Coster Stale Courlcr MSI-OI-Oo
Re;eigh, NC 17699.1301 a-mall Chrys,Baggert rC~ncrnolLner
An Bqual Opportuntry/~(firrna(ive Action Employer
~n• i nt.nT nnn~ ~r rti-~ ~ r irr nni rTr.vn i
Locadart Addrr~s:
116 West Jones Street
Raleigh, North Carolina
i irt~G i

09,126/2005 15. d4 5197153060
a
NCDENR
PAC7t 'nlF'uor
~~
h1~~EwR
North Carolina Department of Environment and Natural Resources
Michael F. ~aaley, Govemar ~ WYiINam ~. RoS9 Jr„ Secrotary
:~
ME[40RANa0A'1
xD ~ d~tatM Cl+sririghouse
FRpM: Melba MaGee
8nvi,ro~nrnental Review CQaxQinator
~, >vaw~qu~d etp~AO&d i:~aChan6rsatr3tnbkY Mountains l4ationel Perk,
Phase IY, 9wai.n County
~p,~g; September 27, 2805
Theed in~oxma.Gion£ ~eisttachedHOOmmantoa~0etorrthe PPli aat~d the
Drvpos
in~oxmnAC~Ol1.
Thank you i'or tk~a opportunity to review.
AtCacha~ento
1601 Mail Service Center, Rale~hl North Carolina 27699.181
Phone: [phone] FAX; 919.715.30801 Internet: www.enr.stat®,nc.uslENR/
~ ~ ePperRvn~b I p~IrtnetNe Adlan Empl~ra • 64 96 Recycled 11ti 96 Poet Consumer Paver
a ~1
(1(1 • 1 L.T /1T .1/'1/17 1T M1 I T I!`r /1/1 I rTr . vn 1

v NCDENR PAQE 01ldb
~g128~2005 15: d4 9197153060 ~^'~^1 ~
~ North Carolina W1ldlif~ Resa~x~es commission
Richard B. ~anailtvn, executive piroctor
I
T0: Molce of I.o lslBati a and n ~r~Coord3mencal Affairs, bENI~
OfPi ~
7~~ G(a.~-,~
FRt3M: Marla Chambcra, Western. NCQ~' $omait Coordinator
)Ffabatat Conservation Program, NCVVRC
PATE: September 16, 2005
SUBJECT: Rcvtew ofathe Environmental Asse6sxnent for the National Park Service's
tchabilitgtiQn of. ~iewfound CtaF Road (US~41) is the Croat Stno.ky Mountains
~iationa.l Peek, Phew n, from CotNna Creek Picnic Area south fA the pack
boundary, Swain County. Project PRA-GRSM iB 13
The National Park Service (NFS) has submitted ~Fqz ~v(aw ~ p„nviro~nmental A,9Sessrnent
(EA) document for the aubjecc project. North Carolina WildliYe Resat>z'~ Cotnmisaio~
(NCW~C} staff biologists have raviawed ehe inforrnatioa provided. These commCnts ~'b
provided iri acootd~nea with the ptovisione of the National Environmental Policy het (~? U.S.C.
4332(2)(C)) a»d th.e Fish and Wildlifa Caordination Act (d8 Stet, 401. as amended; l6 U.S.C.
661-667d), .
The Nations] Fork Service proposes to rshabilit'gte tlto pavetuent and drainage on
Newfound ~#ep Road {US-441) and, for the prefert+ed Full Build Alternativ~o, co~stntct left turn
lines at saver intereectiaas In the Groat Srnaky Mountains National Park. The project length is
approxitriata]y 6.5 ntilas a~txd progoscd impacts include 15 foot of attcarn for a culvert extension,
0.08 acres of. wetlands and 0.01 acres of floodplain for a toad rcaligr-ment, and a net impact of
2.04 acres of terrestrial land. 'The Oconaluftc¢ River runs along the side of Newfound Clap 1t0~
the length of the project, ~
'l; he acottaluftao River and its tributaries upstream. o£ tho confluence with Bxadlay Fork
ato elaseifitd l3-Trout Hi$h Quality Water (HQW). Aownstream of that confluence, doe ti.vex
and tributaries era clasaifiod C-Trout HQW, cxcopt Etavon Pork, a-hich is Class C-Trout waur.
The olivo dert~cr (Percina squamara), Federal Species of Concern (F9C) and hate Special
Concern (SC), and the wounded darter (Efleaostoma vuinerarum), state SG, inhabit the
lion of Inland Flshcrlcs + 171 M,ail5ervice Cet~te~ ' 1~Jei~t1, N4
Telephony: [phone] + Fax: [phone]b43
Z7b99-1721

e9/2a/200e 15: 4a gi9715305a NCDENR
'PAGE 03/eE,
Nawf quad Gtp Raad- ~-~ 1 Sapbomba 16, 200$
comas Smoky Ivima. Nat'l Park, Swain ~cl 2 .
oconaluftec River. 'There have been seveta~ doc~am~n ~, ~ ~ ~ lnbj~ ~~a9.~Thia spec es w$s
(,N~t'~orptl~t ChrivG017htinus carottnansis), F5C a gT 2004 comment letter. Rte
not eoilsi~red in the EA, as we had requested in our Jatluary
racommEr-d that in-stream work and land disturbanoa within the 23-foot wide buffer zrnne are
prohibited during tht trout spawning seasons of Qctober 15 through April 13 to protect the egg
s~nd t'ry Stages of trout. At a minimum, sediment and erosion control measures should adhere to
the dosign standards far sensitive watersheds. Temporary or pextnan.ent hotbaceous vegetation
should be planted on all Bata soil as sdon as possible and within 15 calcnder days of ground
disturbing activities to provide long-term erosion contd.
The box culvert extension is 4lannod for the Cal]ir~ Creole Plcnic A>,ea intarsett7lon+ A
wetland exists in this area, but is not proposed to be impacted, Ctilverts should b®placed with
the flsor of the batrc'1 agpraxirnately 121nches below the sQeara bottom w allow natural stream
bottom materials to became established in tl~ oulvett and tb pro~ldt aquatic life passage during
periods of law flow. The extension should con'cct the atisting perched conditiae of the culvert
and re-establish prvpor flow and aquatic life passage through the Dressing.
Tow String Road is proposed to be realigntd at the intersection with Ngwfuund Cap
Road t4 tr~apxave safety by inrseasitng sight ~stan~ sib of thcmcxistingea»d proposed Iocat<ons
along the ee$c etde a# Newfound Clap Ao
of ?ow String Road. Rte recQmzt1end that the x`1PS itnvesdBava duo optioA of bodging the wetland
to avoid or mininni2e impacttsl If a ~~° is not used, culverts of adnguate size and ntunber
should be used to tbai,ntun connectivity of the wetland.
The document indicated that mitigation for the wetland irnpact9 would include oxpandin$
she wetland arcs by lowering the ground elevation adjacent to the existing wetland andlor
transptandng vegetation salvaged from the road construction into rho newly crested wetlar-d efts.
Although the exact location ass net indicated, wo recoaunend that the existing roadway that is to
be elitainated should be removed back w origtnal ground eltvadortg, reconnocting the adjacent
wetlands, and the natural floadplain elevations and l~inctians by raetored• Disturbed ~~ should
be quickly seeded or mulohed t~ stabilir~e the eoi.l attd native species should be planted. If the
wetland restoration ox creation is sucdcots rentoued osdbed to view the wetl~td a d1lesmiabouto
main.rai~a a small walking trail along .
wetland restoration and mitip~tion. .
'I'ho F~11 Build 1Alternative would ~tentially impact 1,207 linear feet of proposed sewer
lisle and would inspect 1,0931inear feet of. e~cisting water line, which sre proposed under a
separate projeot. Vito would like to take this opportunity t0 reco~uaQend that sewer Lines do
toasted away from rho Octmaluftae River, preforably at loser 104 foot away to protect the banks,
floodplains, vegetAtiatt buffer, at-d wildlife along the river.
The potential for acid producing rock was lnveedgated and fotmd to be very low, No
excavati~ is proposed at the intersection with the highest potential: Try rcroovel will be
coordinated ro avoid the roosting season of the Indiana bat (14f'YVt~ sod~ts), fcdasal and elate
Endangez~ed. It agpeara that several of the alternatives that were sclect~d avoided i»a~p~ta to
steep banks along the Qconalu{tca Eivar or leapt conetivction farther away the rivet or its
/~/1 • 1 LT /1T !~l\I~'f 7T M'1 1 T III nn 1 rTr ~/Y'f I 1 I/T~l I

` N~DENR
g+~/29/2005 15:44 9197153060
• N¢wioutud Chap road, US-~41 ~~ptaaibat 16, 200
C„tQat Smioky Mme- Nat'l Fark, $wa~r C4, '~
tributaries. We concur wttn and apprc~l~ist ~~~~~ ~'d the a"tt~r~°~'1'Easutcs Iiet,¢d is-
section 3.x.7 co ~;~i,~ze Impacts tYorrl p
Thank you for the o~portunfty to review and coamr~enc vz~ this project, If you h~-ve at~y
que~dona t+cgaxd~S these comments, phase contact ~mo at (704) ~4S-3B41.
'd
cc: Maralla 8uzjcick, [TSPtiVS
Btl~ Wrenn, NCDwQ
Sarah McRem, NCN.[~
David IvicHcnry, NCWRG

NC»ENR ..PAGE . n5r` nr,
09/26/2085 15:44 9197153060 ,

' ,
~rxta of North C~tdfiirla ~twri++e aflPlen
1+~C~EN oep3ftment of Envfr4nRlvlt and Natur~il R~SOUKlS
II~itERGOVERNMFN'TAL REVIEW - PRO1~Cf CQNIMENTS
Meer review of dti! pro,~et it hse bMn d4urrnined that the Ota+lA perrtthlel ertdlor app~lc lndlt7lad~rn~y t1BOd to be obaeinad to order Ibr Rltir ptojut
t>s eoM~ly wreh Notch Caroline law. Oueidoru teperdrly efir~ p~rtnhe should b^ eddrewed m ehv paolonol QfAte Irtdiosed en t11+ rw~a of d11a Ibtm.
All eppllmtlons InEortnadoa and qulde~(rlly Irlllke EO thew pienr end ~rrtttla ~ ~valtable froth tfie same Reglon4 OlliCia , .
PEfiMITj 9iPE4AL aPPUGTION PROCEDURES Of RQOUMF~IF.NTS ' N0""~ pro~ast ~ I
6taeitoy flow lino{}
0 oglttlh tr Ceru{ttwt m optNto twettaWtw treeeaent Aepllottmt 90 dqi Oddre begM tartsQUfliOA or awetd of Cortetraabn 30 ~y
fitlCith~ sewer slrstertl Oxsertslans 8 ae~wr syaatnr cato.Cta. OnKla kt~eAl~ Pettrp,Hasden tedlnio- conElrwxrr uarel, IJO dM)
not t1llclterylnq fnto stfte euraa trramn. .
NPD>~•plnnlt tb dl~lefge irder SurI4Ke weier andrr: Irpppgaort 110 delra bebre tin s On'a!M Ingastlan Pree+ppllCRl0a
petAtit q 4par~0o end oonatltnc[westeretertbtlAdtl oonfeence pswLAddltbr+alty4 ebteM pMn1t re~Ons~t+arreteer^s!r>raeenent !tl ^ 120 dm
dhdtistpktalfuosdtet~utfldwstets hedlty^grentgoell+s-NPOk3Rspyrmtw9GdaridterroeelpcdpWUOtlsiue (Nll~l
erNpOBpenrlle.wt~kHererlsltsa
Q 1Nete- Llse Pfermh Reagp~etlen taehnlgl eonterettae irN+^Ily nete~W ~ 70~d0ly
^ wall Censtiuctlan P~rrtUt Compleb apgHtmon nerle W niG11Vld irrd pttmlt Issued onor 14 tl+e 7 days
d
hstiDanan ei s weu. {i 9
eysy
© brldgC and FIII fermi[ ApppcatlOn ca'y ntues h0>10f Wt1 on u~t edl0tltlt fID~~ p~oOrtY ~~
i ~ ~
tdert~nt
Or~tia Irtrpedllen.pneppYredan wnhrena ur;wL nley raqulre t 190 days!
• - ~ to FiU I'rpr}I NAG pQpertRkrtt or AdmMimetton and Peaenl Dndep and FA prink.
P.Mlit m consavet ~ oppaa Au PaUutlon A4atament
~ ~~
(^gtlde endJar F1nIas10e 3oweai as Au 15 q NCAt; ~ Nll4,
I1Q.01 ao. ~o.osoav+,oeaa~
Any open 4uMing aseodate0 wig sualect propowl
multba In GOmplienee with 15 A Nt:.r,C7O.1g00
0 p~rnalllioe 4r•rM70'retlaM OFeeucnrresf Oonttlnhg
aette^~as materiel must be In compllanee with b0 deye
15 A NCA[ 20,t T to 1a1 {t 1 whiGt rogwra nodf'itaagn N~~ l9Q deysl
and rtfnovai alar To den-auNon, ~+orrk4Ga ArbNeaS
Control gaup 9t g.7a~-Or:ZO,
Q CttmpleN s0uree p~rnllt required W1der 19 A NCAr:
ze,oaoo
q Ttte 5emmtnmelan Pdludon Control ARat 19"J3 rm~^t ba pr0p^rIV 9ddrNead ftlr ~ lin~1 dlsturhln9 aetlvlty~ An erosion i wdlrnaruasbn
len wtil ba -epulree Iron; dr more Beres to Ea dlsturbld oleo ftla4 with props Ae9ional Gr(Ite tlrnd t]uellry Section! at Igle ]0
l 20 days
(30 daysl
mntrn
O
dey4 bNerra bag+neu+q eltivity. A lee o- S90 for ett flrtt oath er.ny psrt oven eCn;. '
p 'the Sonlmentati0n pellutienl COAtfdl A~ 4I 1479 muq be nidrlssed wl~ hlAeCt Sb ilte relererleed 6oGt Oldlnenee- 9e•4atr^
Setllrr+,npmpn Md rarosign Control ntuft a a0dressee In ~+SCOrdinet wleh Nt~Glf's eppra^Od Db9~ P>ftieubr att~enelon ^t+~lld bt
givgn t0 dtaign end Inotellstton 0/ ipproptlatt peAtneter tr;dment tnpphtg devlns< u well ea ~bIQ srbrllw^tar {4n+reYenCQ! ind uutllt7~
MlninO R4rtt11t ~ Un-sRe Inl~ittl4n WY01. Ser-tty bondfAed rrhh D1Nh. Bend anlaune wrNsj ~~
~ tMhi rod nwnbt:r ~ aeTes o} elh~ed land, Aey eta MME graeeu tttsn
•+rte acne must be D~~ 'Cite approprtal4 band Mu^t be NOri+~d be14N
tFte perrniceen be Ittrred,
North Groyne Rutnitq ~rertntt
t)n-tiro fnstre~tlar by N.C plvlslnn of Ferese Peseun~e If pannle aae!<ietts ~ day.
SOeeW tie~no C4arane! euming fennlt`31e0untle! ~.M.4n Inspee!elan by N.~,QIYillvn ot'Fawn Aeeourros regtriKd~tn+ore ~+~
fn t.OSidl N,Gwlth organle sells .t-ef !ff 9rot+fld derrfnq iCtlvltld ate hvelwd. Inq~~ ahatr~ ~ requoseod
.~t I..n ttn dip belbre eetvel Oue+ k planned.'
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muff Aire NIL:iUalrA~d Otr~f1Y1 aria rnrtaro ee~nr~hurw ~i+yw..~y„~, p„+b
ro^an+rtM4n Is aeeore0rq w t7ENRaPP~d pUro. May oleo nq~dre pemrletiardar
Rreequile ainoal progrun. W i 40'1 Pe~mlf tleerl ibrpl of 6rgtnaeK, .
a^ insp~tton a~sla la noaeesy a*eiily Hawed Weexfwdenr A rttlnimuen
pa a1120dtl0 rralse aOmrnPenY d>•+pvllaaon, Fn ~ proosspnp fa
bs+ad e+n a oar~naps er tl+a feel oroleat a~ wu ba r~quirad wan Coreplutlrn.
~ auvCr bond or ta.000 ud~ DINR NMinq oo loit N NlGgpndMonol thtt am
wIM a0ened byr dr1U apaamr sha4 coon atianda+nunr,bu OIWOOd aetording
tv DENR cutae and r.gY4tlq~ne,
APpllgaan alSd Mfi QeHn ss ffue ro dayr prior m r~suo OrpaeatilL t~ppllemon
by leareai Np fbndan! epplrselon fjiYi~,
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6eywibgrofsmrenua6pioefe+ewnershlpotripsrynpropo~,
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a75o.Ot1 tieA r^Wt>e~4mpae~r appNenio^
150.00 f~ reiwt eeearrrpany appit~pon
Noenral praeess 1rn,~
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N.G aeod.ae Surveys cart treat wi.i Jir, N,C. Yft+I ~
[] Ahandonmone of irry+allsrlf requiead muebe in iCaordanq wltt+Tiet! 1l~, SubChapear l: OIOa
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a Gshor eirrrMOrrre aoJeh kidkionet pegec as naeatary, belnq Car(y^ to CIK aort+ment aun:ortNl
REGIGNAI. oFFIG65
• ~u "ons regarding these permlu should be addressed to the Regional 4ff1ct: marked below.
Aah9rille Ae~lonal 0(fice ^ Mooresville Regia~$I lafflu ^ Wilmington Ra4lenal Office
9 Wbadfln Placs 919 North Mein Street 1 Z7 Cerdinol drlw Extsrnslon
Ashevillerly.C.2lj$Ot Mooraavtlle, N,C.2811 S Wilmington, N.C.284a5
(82A1?51.6a08 f;7p416d3.169$ 1910) 395.3900 .-
O Pgettev111~ asgianal OKico
2715 Green Street, Suica 71 d
~Y+Ste-rile, N.C.28301
(9101486-t S4T
R~IeIQh RvpleelQl Offlca
3940 Barrett Orhre, pd. ®Cnc ZT687
Raleigh, N.C.Z7d11
(9191571.470Q
t
G 4Vasshlnpton Rtfigiooal OMce
943 Washington Square Mall '
W~t;hingt4n, N.C. 27889
(ZSZ1946.6481
1111 • 1 11T 11T !1!1!17 7T IY1 1
O Wlnstan~SokR1 Rl~iorul d}ftce--~
sQS' Witrghtawn Streat
Vvlnston-Sttlers>r N.C.27107
(3361771.4QOQ
s
T I1`r• 111. I r Tr . VT1 1
I IR"lA I

NORTH CAROLINA STATE CLEARINGHOUSE
DEP3-RTMENT OP' ADMYNISTRATION a ~ , ,p7 ~L,,,~.~„~,.~
' INTERGOVERNMLNZ'AL REVZEDP d~l~"'~
9TATF NU1~ER~ 06-E-0000-0058
DATE RECEIVED: 08/24/2005
AGENCY RE9P0NSE: 09/19/2005
REVIEW CL09ED:09/24/2005
MS CARRIE ATKINSON
CL-cARINGHOUSE COORD
DEiT OF TRANSPORTATION
STTEWIDE PLANNING - MSC #1559
RALExGH NC
REVIEW DISTRIBUTION
DE~~R LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DE.T OF COMMERCE
DEFt OF CUL RESOURCES
DE=T OF T~NSPORTATION
SWrC PLANK & ECON DEV COMM
PRC7ECT INFORMATION
APF~ICANT: U.S. Dept. of the Interior
TYF~: National Environmental Policy Act
1 A essment
•~, ~ ,
` + 4•v ~)
4 '- f`~
• `IL-1
t.w;r ~~''~.',','.t+G
~,..,, ^Cc, +~
„~ '-r '~ ~ '--• /
ERD: Environments ss
DES: Phase II portion of the Re'~i~2lmilesooforoac~andnpr0po9edaintersection
resurfacing approximately 6
CRCSS-REFERENCE NUMBER: 09-E-0000-0195
The attached project has bepieasemreviewtandhsubmit yourtresponsenby the above
int=_rgovernmental review.
inc:cated date to 1301 Mail Service Center, Raleigh NC 27699-1301,
If additional review time is needed, please contact this office at (919)80'1-2925.
AS :. RESULT OF THIS REVIEW THE FOLLOWING IS SUBMTTTE~:
NO COMMENT
COMMENTS ATTACHED
O
~v ~~!~
SYG:tED BY:
DATE : O I,~ v `~
H12
~,_

+~ `'~ .
,~~~y,,
. ~ orth C azolina
De artment of Administration
P
Britt Cobb, Secretary
Michael F. Easley, Governor May 18, 2006
Mr. Phillip Francis
U.S. Dept. of the Interior
National Park Serv>. ers Road
107 Park Hem ~38
(}atlinburg,
Dear Mr. Francis: Road
-0058' EA; Phase II portion of the Rehabilitation ~ rs c~ ~ Gap
Re; SCH File # 06-E 0000 ~ osed In
including resurfacing approximately 6 112 miles of road and prop
act information has been submitted to the State Clearinghouse
The above referenced environmental imp -Act. According ~ G.S• 113A-10, when a
under the provisions of the ~iatio~anFe vi mental document under the provisions of federal law, the
the rovisions of the State Environmental Polio oAct. Attached to this
state agency is required to pLep~' urse of this review,
environmental document meets p , a encies in the
letter for your consideration are addittonal comments made by g be forwarded to
' nrnental review documents are prepared for this project, they should
If any further enviro
this office for intergovernmental review.
void ou have anY 4uestions, please do not hesitate to call.
Sh Y
Sincerely,
~ ,~/s~~
Ms. C s gaggett
Environmental policy Act Coordinator
Attachments
cc: Region A
ly(pl[ing ~ddressr
1301 Ma-NC 1699.1301
Raleigh,
Telephoner (y!9)B07.2~ZS .
Faz (9t9)733.9571
Stnk Courier e31- ncmail,net
e-mall Chrys.Hagg rQ
An EgrmJ OPPertuntry/A~rmatlve Action Employer
Lacotton Address:
116 Wit Jones Street
Rdei~Ft, North Caroline

. NORTB ~T1~NT OS ADMINISTRATION SE
DEPAR
" s INTER60VE"s1L'~i'Y'r~ 1tEVIETnT"
MS RENEE GI,EDkiILL-EARLEY
CLEARINGHOUSE COORD
DEPT OF CUL RESOURCES
ARCHIVES-HISTORY BLDG - MSC 4617
RALEIGH NC
REVIEW DISTRIBUTION
DENR LEGISLATYVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF COMMERCE
DEPT OF CUL RESOURCES
DEPT OF TRANSPORTATION
SWNC PLANK & ECON DEV COMM
pT}.~ n7C1t~m~: 06-~-0000-0058 H12
DATE ggC,EIVED: 08/24/2005
AGENCY RESPONSE: 09/'19f,20,OS~,,,,~
REVIEW CLOG I~~9y~~24%2005
,F~..
~~~ ..
~~,161 1B 190 .. .~ D3 ' 3 ~ ~ y
~~ ~~
~"
~~ ~,
ti
PROJECT INFORMATION G ~ ""
APPLICANT: U.S. Dept. of tae Interior
TYPE: National Environmental Policy Act ~l.~~n ~O
ERD: Environmental Assessment
DESC: Phase II portion o' the Rehabilitation of Newfounc Gap Road including
resurfacing approxi^ately 6 1/2 miles of road and p.oposed intersection
CROSS-REFERENCE NUMBER: 0;-E-0000-0145
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mai; Service Center, Raleigh NC 27699-1301.
If additional review time ~s needed, please contact this c£fice at [phone].
AS A RESULT OF TAIS REVIEW T[i~ FOLLOWING IS SUBMITTED:
NO COMMENT
COMM S ATTACHED
SIGNED BY: r
DATE : ~ `"v~./
~~r ~~~ ~~'~!~
~,,.,.

J 4
O
IL ys
° Carolina Department o£~ p o~Ce~ j~gOUZCe~
N ~ State Hsstosic rtesecva
Petet•g. $a^dbeel:, /tidminiettsso~ .~ 1.!'r'1 1~_~
Go~~ ~~w
Mi~hsel F. ~~slcy, Seecetnri' '~
tai[bceh C H D ~ $eaorsty ~ ~C. ~ u
)efFtry J. GrcmJ, ~P ry r
' o ~
May 15, 2406 rn Oirc4
ttir
Jac1c Van Dop c "., ~
~aviLOnxctental Compkaace Specialist °'~c ; r Z ` ~~~„/
Federal ~,ighway Admitusuanon
21400 Ridgtt°P Cuae
Sterling, VA 201GG-6591 Counts, ER 03-3494
. base II gehabilitatioa of N~fouad ~P ROad' Swain
Re, 1'
Off ce of pr~hiveb and Fliaoory
Division of }iisc'oticnl Re~nutrex
Dovid Hrook Diteuor
pear Mx. Vas Dop: re ort, the
. 5 200G, tsaasmitting the ~isto~ico A t e went fo ~e a °~pe
.~~ you for pout le~doe J~$ oxt, and the dzaft Memorandum ~
archaeolog1Ca1 suroCy delirles
project
' re ozt by New South Associates meets out offi~e[s g`v' .
The a>:chaeological serve'' and testtn$ , P
sad those of r)ae Seczeta=s of she Iatenot. ~~ ro ect area. Fos purposes of compliance
we cones that the following P=OPe~es arc
e course of the Sur~eY~ £0~ sites were located ~~ p 1
n"~''g d' '~atioaal Historic Pxesextration Act,
wig Section 10G of the - Re 'ter of Histouc places under ~e cxtterion cited: •ddle aloodLtiad
eligible for lisang in ~e \aboaal B~ ~ prchatc, Ivll .
rehistoxic site is d~ a ua d s~fed ~,taral deposits
31SW412 Criterion D This intact p
aad Qua occupaaons~~
features.
al site is the probable loss ou F'bee ~-o
T'bis historic aschaeolo~ a Cha~P
31SW414** Criterion D ~e_ceat~y cornxniss~Y associated wirh th
Comp~9 s Smokemoat Plaat•
. rural de osits associated o~c
. ' on D Ibis site >.s the probable locadoa of eel P
buildings, uader]ain by ~~'ct Pxehis
31SW415 Caters. Ch~,pson Fiber Company .
cultural zem~s• c dough
ddle/]ate Azcbai
This m,rlticomponent site dates from The ~
Cuterioa D exiods, and contains intact sQari£ied cultural
31SW416 early Mississippi P ed datable remains
aS weU a5 piesez~ Tekphone/Pax
deposits az>.d features,
~1~~~yai6s/issee!:
ktallfn~ Addeas ~ ~Ici N •6t7 r)1g)7lS~G547/71Sie~
4G1'1 Mail Sm'ice f;entr.. ~ !Ih ~ Z76V,}4G17 (71'~~3'r6545/115?~'~~
I,yp,tion R,dei NC lei [ NC -7
5J; N. I;Inun[ tiftce[, ISI' 4617 Mail3cnriev (.c^Q" ;ilr~, NC ,7ur>4G17
~M1A1j8'C8AT1~N 3 i 9 v, Nlnua[ S[RC[, Rdeigll Nf% • 4617 Mail `p,[~ic0 G~~n~• • ~
~ POi~1VN3NG ~'I `• ti, l'+lnune 5eect[. Raleigh, Nf%

•,
' ~ L • M
31SW412 and intact gottions of 31SW414*'" avill not be affected by the proposed coastnactioa. The
report authors have secomraeaded that date zecovery be conducted at 31SW415 and 31SW416 if
these sites cannot be avoided. We concur with this zecommeadation.
The above comments are made pursuant to Section 106 of the National Historic Presezvadoa Act atld the
Adcisorg Council on Historic Pxesesvatioa's Regulations for Complrauce with Section 106 codified at 36 CFR
Pan 500.
'Thank you for pour cooperation and consideration. zf you have questions coacemiug the above comment,
please contact Renee Gledhill-Esrlep, envitoz~rnental review coordiaatot, at 919/733-4763. In aU. furiue
commuriicatioa concerning this project, please cite tie above refeFenced sacking number.
S' cerely,
e~~~
Fes`
Peter Saadbeck
cc: ' Erik Kreusch, GSMNP
Johannes Loubser, Necv South Assopates
/~T • I 77. /1T r1l1l17 7T M1 I T If"!' !~/~ 1 rTr. VT1 1 11/T"1l1

~~1~ ~ '~ ~ 1 r~
Seater (typ)
Hold down
materia!(ty~
Loop wires (t
Provide diagonal c `-
such that slot is
full depth at tum I
~L
0
k
4
0
M
0
m
mused saw cuts
Lead-in wire cut
SAW CUT LAYOUT
12"x 12"x i2"Cast iron box
Edge of pavement IZ" x 12"x 11"Cast iron box
with weather tight cover 3 with weather tight cover 3"concrete encased
1"Galvanized conduit for
lead wires
a
2„
° ~ ~ Bronze bushing
Bronze bushing Bronze bushing °
Bronze bushing °

° 2
Weather tight connection i"Galvanized conduit for Weather tight connection

° ° lead wires 3„

~
° ; ~ ~
°
6° concrete encased
Tee at low pofit ~ °•
- `~°y,~
~}
° .>
Concrete curb
Tee at low point ° -?`~ ~y _,
;.?.. ~ ~,,..,l, ,~;
j i "PVC drain (threaded) ~ ~ ~, ~ J~ 1 "PVC drain (threaded)
~- Place 2 Cu. ft. granular bac~ll r "' Place 2 Cu. ft. granular back!!
rt ';r
_ 2"PVC conduit to counter cabinet ~ 2"PVC conduit to counter cabinet
r ~ 1 "PVC drain (threaded) 1 "PVC drain (threaded)
Place 2 Cu. ft. granular bac~l! Place 2 Cu, ~: granular bac~ll
SPLICE BOX -WITHOUT CURB SPLICE BOX -WITH CURB
N0 SCALE

~uyc ~~ pavcu~cut w ~co~ yr t.uru (typ/
SCHEMATIC OF VEHICLE LOOP DETECTORS
SECTION A-A SECTION 8-8 SECTION C-C
SECTIONS

1
~~ ~~ REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA•GRSM iB19 C.38
NOTES:
i, for periods as noted In Table A, pavement may be unmarked
If appropriate vehicle positioning guides are provided.
1. Typical spacing between Vehicle Positron Gulden is 40 ft as
shown. In areas of severe curvature the spacing is 10 ft. Areas
of severe curvature are shown In the plans or provided in the
Vehicle Positioning Guide Schedule.
3. See Section 728.21(b) requirements for vehicle positioning guides.
4, When ADT > 1000 and special hazards are present, supplement
the R4-1 sign at the beginning of each no passing zone with a
W14-3 sign mounted on the !eft of the roadside.
5. Repeat R4-i at 3, 000 ft intervals minimum.
a
Place at limits
of construction - - - - - I
only
W6-3
30"x 30"
I NO PASSING
NIXT %f(MIlES
18" x 30"
~~ 8i-directional, yellow vehicle positioning guides
(cycle length)
TABLE A
ADT MAXIMUM DURATION BEFORE MARKINGS
ARE REQUIRED
S 1000 14 Days
> 1000 3 Days
W6-3
30" x 30"
NO PASSING
NE%f XA MILES
18" x 30"
Place at limits
I - - - - - of construction
only
NO SCALE
ry
a

M

1 ~

s
L

LENGTH AND SPACING TABLE
APPROACH
* MINIMUM LENGTH OF CNANNELIZING DEVICE
SPEED TAPER LENGTH** BUFFER SPACE TAPER BUFFER WORK
MPH FEET FEB. AREA SPACE SPACE
SPACINGIN FEET
25 Shoulder taper formula: 155 25 50 50
30 L = W20~ for S 5 4D MPH 100 30 60 60
35 > 45 MPH
L = 1S for S 150 35 70 70
_
40 Where: 305 40 80 80

45 L = Minimum length of taper 360 45 90 90
W = Width of offset in feet
50 S = NumeHcal value of posted speed 415 50 100 100
limit or 85 percentile speed prior
55 to work fn miles per hour 495 55 110 Ii0
"` Approach speed based on the regulatory posted speed, not the advisory speed.
**lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.
SIGN SPACING TABLE

ROAD TYPE DISTANCE BETWEEN
SIGNS IN FEET
A 8 C
Urban 40 MPH and less 100 100 100
Urban 45 MPH and greater 350 350 350
Rural 500 500 500
Expressway/Freeway 1000 150D 1640

W14-3 NO
See Note 7 PASSING
ZONE END G20-2
ROAD WORK See Note 5
~B A
IL,
~ Remove conflicting
avement marki
P p
ngs
Double 4" temporary solid 10' min.
Traffic flow ~- yellow centerline. See Note 4. See Note 3
---- ---- _ ~ --- . ---- --__ ~~.-- -.
4"Temporary solid .~-- i0' m1n. -
W~1 See Note 3
Trafficflow --~ white edge line. See Note 4. ~-
i
u
i
t
s`
C B
ADVANCE WARNING AREA
~.
Channellzing devices
A
ROAD DO ROAD
WORK NOT NARROWS
AHEAD PASS
W20-i W5-1
See Note 5 R4-1
/V\
W13-i
0
0
N
n
0
N
7
M
See Note 8
TAPER AREA ~ BUFFER.
SPACE
(See Length and Spacing Table)
Device spacing
(See Length and
Spacing Table)
NOTE:
1. Signs are shown for one direction of travel only Place
devices similar to those depicted for the opposite direction
of travel.
Z. ~nallocation and spacing ofsignsand devices maybe
changed to fit field conditions as approved by the CO.
3. For project specific minimum width, refer to Special
Contrail Requirements, Section 156.
4. If the roadway surface is paved, install temporary
pavement markings. Ifnearest no-passing zone is within
400; extend markings to rnnneil zones.
5. If closure is completely within the project limits, eliminate
the "ROAD WORK AHEAD" (W20-I) and "END ROAD
WORK" (G20-1) signs.
6. Install "PASS WITH CARE" sign (R4-1) at ends of
no-passing zone if directed by the CO.
7. Omit the W14-3 sign if already within a no-passing zone.
8. Place the barrier according to the Roadside Desfgn Guide
by the American Association of State Highway and
Transportation Ofi9dals (AASHTO). Terminate bamer ends
outside the clear zone or protect the ends of the banter
with a crash cushion.
9. Do not allow equipment, materials, or vehldes ro be parked
or stored in the bufl`er space.
i0. Ifsigns will be in place more than 72 consecutive hours,
use ground-mounted past
ADVANCE WARNING AREA
See Note 1
Temporary concrete barrier.
See Note 8
WORK SPACE
TAPER AREA
Reduce or eliminate drums
in downstream taper if necessary
to provide access to work space

A ,~
TERMINATION AREA
END G20-2
ROAD WORK See Note S
NO SCALE

LENGTH ANO SPACING TABLE
LENGTH OF CHANNELIZING DEVICE
APPROACH
SPEED* MINIMUM
TAPER LENGTH**
BUFFER SPACE
TAPER
BUFFER
CE
WORK
SPACE
AREA SPA
MPH ~~ FEET SPACING IN FEET
25 Shoulder taper formula:. 155 25 50 50
30 for S S 40 MPH
1= W2 Z00 30 60 60

35 0
S 250 35 70 70

40 for S L 45 MPH
L = 1
305
40
80
80

45 Where:
L = Minimum length of taper
360
45
90
90

50 W = Width of offset in feet
S = Numerical value of posted speed
.415
50
100
100

55 limit or 85 percentlle speed prior
to work !n miles per hour 495 55 110 110
* Approach speed based on the regulatory posted speed, nor me aawsory ~N~~~.
**Lengthen taper as needed to provide minimum of three channellzing devices In taper at required spacing,
3
d
9
5
W14-3 N~
See Note 7 PASSING ~p G20-2
ZONE ROAD WORK See Note 5
B A
SIGN SPACING TABLE

ROAD TYPE DISTANCE BETWEEN
SIGNS IN FEET
A B G
Urban 40 MPH and less i00 100 100
Urban 45 MPH and greater 350 350 350
Rural 500 500 500
Expressway/freeway 1000 1500 2640
Device spacing
(See Length and
Spacing Table)
NOTE:.
1, Signs are shown for one direction of travel only. Place
devices similar to those depicted for the opposite direction
of travel
2. Flnal location and spacing of signs and devices maybe
changed to Bt field rnndltldns as approved by the CO.
3. For project speciRc minimum width, refer to Special
Contract Requirements, Section I56.
4. If the roadway surface is paved, Install temporary
pavement markings. Ifnearest no-passing zone Is within
400', extend markfngs to connectzones.
5. If closure Is completely within the project Umlts, eliminate
the "ROAD WORKAHEAD" (W20-1) and "END ROAD
WORK" (G20-2) signs.
6. Install "PASS WITH CARE" sign (R4-2) at ends of
no-passing zone If directed by the CO.
7. Omit the W14-3 sign If already within a no-passing zone.
8. Da not allow equipment, materials, or vehicles to be parked
or stored !n the buffer space.
9. If signs wl!! be In place more than 72 consecutive hours,
use ground-mounted post.
T2ffc flow ~-
7lafflc flow --~
Double 4"temporary solid
yellow centerline. See Note 4.
4"Temporary solid
white edge line. See Note 4.
10' min.
See Note
i0 mrn.
W~2 See: Note
W
I. v~
I' ~ Channellzing
devices.
C B q TAPER AREA BUFFER
SPACE
ADVANCE WARNING AREA (See Spacing Table) (See Length and Spacng Table)
0
ROAD DO ROAD
wORK NOT NARROWS
AHEAD PASS
w2o-1 ws-1
Q
n See Note 5 R4.1 n
c W13-1
0
a
~- Remove confllcting
pavement markfngs
VARIABLE WORK SPACE
ADVANCE WARNING AREA
See Note 1
1 Reduce or eliminate drums
in downstream taper If necessary
to provide access to work space
TAPER AREA

A
TERMINATION AREA
E6p G20-Z
app WOp( See Note 5
NO SCALE

LENGTH AND SPACING TABLE
APPROACH MINIMUM LENGTH OF CHANNELlZING DEVICE
SPEED* TAPER LENGTH** BUFFER SPACE TAPER BUFFER WORK

MPH
FEET
FEET AREA SPACE SPACE
. SPA CING IN FEET
25 Shoulder taper formula 155 25 50 50
30 L = W80 for S 5 40 MPH 100 30 60 60
35 L = 35 for S > 45 MPH 250 35 70 70
40 .Where: 305 40 80 80
45 L = Minimum length of taper
Wid
h
f
ff 360 45 90 90

50 o
o
W =
t
set In feet
S = Numerical value of posted speed
li
i
l
425
50
i00
100

55 m
t or 85 percenti
e speed prior
to work in m!!es per hour
495
55
110
110
* Approach speed based on the regulatory posted speed, notthe advisory speed
**Lengthen taper as needed to provide minJmum of three channellzing devices !n taper at required spacing.
GZO-2
See Note 3
END
ROAD WORK
rr~A
1
Device spaang
(See Length and
Spacing Table)
nrorE;
1. Final location and spacing of signs and devices maybe
changed to fit freld conditions as approved by the CO.
2. For project specific minimum width, refer to 5pedal
Contract Requirements, Section 156.
3. If shoulder closure /s completely within the project limits,
eliminate the "ROAD WORKAHEAD" (WZD-i) and "END
ROAD WORK" (G20-Z) signs.
4. Remove or cover Workers symbol sign (WZI -Ia) when
workers are not present.
5. Do not allow equipment, materials, or vehicles to be parked
orstored in the bufferspace.
6. If signs will be !n place more than 71 rnnsecutive hours,
use ground-mounted post
Traffic Bow
channellzing devices 10' min.
Trafrc flow ~ ~~ ~ ee ~ to ~

P
N
h
0
N
a
M
C B A TAPER AREA BUFFER VARIABLE WORK SPACE
SPACE
ADVANCE WARNING AREA (See Spacing Table) (See Length and Spacing Table)
ROAD ~
WORK SHOULDER
AHEAD WORK
W20-1 WZI-5 W11-1a
See Note 3 See Note 4
/V\ -
Wi3-1
ROAD
WORK
AHEAD
W20-1
See Note 3
I~
A
TERMINATIONAREA
END G20-Z
ROAD WORK `See Note 3
NO SCALE
SIGN SPACING TABLE

ROAD TYPE DISTANCE BETWEEN
SIGNS IN FEET
A B C
Urban 40 MPH and less 100 i00 i00
Urban 45 MPH and greater 350 350 350
Rural 500 500 500
Expressway/Freeway 1000 1500 1640

i
F

0

LENGTH AND SPACING TABLE
APPROACH LENGTH OF CHANNElIZING DEVICE
SPEED* BUFFER SPACE TAPER BUFFER WORK
AREA SPACE .SPACE
MPH FEET SPA CING IN FEET
25 155 10 50 50
30 200 20 60 60
35 250 20 70 70
40 305 20 80 80
45 360 20 90 90
50 425 20 100 100
55 495 10 110 110
SIGN SPACING.TABLE

ROAD TYPE DISTANCE BETWEEN
SIGNS IN FEET
A 8 C
Urban 40 MPNand less 100 100 100
Urban 45 MPH and greater 350 350 350
Rural 500 500 500
Expressway/Freeway 1000 .1500 2640
NOTE;
1. Signs are shown forone direction of travel only. Place devices similar to
those depicted for the opposite direction of travel.
2. Final locaton and spacing of signs and devices maybe changed to fit field
conditions as approved by the CO.
3. for pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at
a conspicuous location on the rear of vehicle. Prominently display the
name of the crontractor on the pilot car.
4. If closure !s completely within the project limits, eliminate the "ROAD
WORK AHEAD" (W20-i) and "END ROAD WORK" (G20-2) signs.
5. For nlghttlme Ragging operation, provide fioodllghting at fiaggerstatlons.
6. For project specific minimum width, refer to Specfa! Contract
Requirements, Section i56.
7. Do not allow equipment, materials, or veh/cles to be parked or stored in
the buRer space.
8. If signs will be in place more than 72 consecutive hours, use
ground-mounted post.
* Approach speed based on the regulatory posted speed,
not the advisory speed
Device spacing
(See Length an
Spacing Table)
10' min.
Traffic flow ~- See Note 6
~._. _r. .__- --_ __- ® ® ® ~ ~
Trafficflow ---~ ® ® /
Flogger locaton
C B A TAPER AREA BUFFER VARIABLE
100' (max.) SPACE WORK SPACE
ADVANCE WARNING AREA (See Sparing Table) (See Length and Sparing Table)
ROAD ~
ONE LANE ,
WORK ROAD
Af{Ep,p AHEAD
W20-4 W20-7a
W20-1
See Note 4 vv ~
I MPH FEET
W13-1 W16-2
BUFFERSPACE~ Flaggerlocatlon
•
ChanneHzing devices
TAPER AREA A
100'perlane
TERMINATION AREA
END
ROAD WORK
G20-2
See Note 4
NO SCALE

REG STATEI PROJECT I S 0~ SHTEETS
SE NC PRA•GRSM 1819 C.33
TYPICAL APPLICATION: ONE WAY, TWO LANE ROADWAY, CLOSING ONE LANE
L
0
M
M
0

ROAD
WORK
1 MILE
W20-1
36"X 36"
p
Traffic flow
Tragic flow
b
1600'
CLOSED
SMILE VV10-5R
36" x 36.'
XX B
W13-1 o W4-2R
M,P.H. Z4"X 14" 36" X 36"
b b
b
(ADVANCE WARNING

ROAD RIGHT LANE
WORK CLOSED
1 MILE
W20-i SMILE
W20-5R
36" X 36" 36" X 36"

~"` W13-i
M.P.H. 24"X 14"
1000'
C
' W4-ZR
3b"X 36"
APPROACH MINIMUM TAPER LENGTH (FT) CHANNELIZING DEVICE
SPEED LANE WIDTH SPACING (FT)
(MPH) 10 tt 11 ft, 12 ft. TAPER AREA WORK AREA
25 105 Si5 115 ZS SO
30 I50 165 180 30 60
35 205 2Z5 245 35 70
40 270 295 310 40 80
45 450 495 540 45 90
50 500 550 600 50 100
55 550 605 660 55 i00
* Speed is based on the regulatory posted speed and not the ha~rc control warning speed.
Remove conflicting pavement
markings as required (See note 5)
Temporary 4-inch solid edge stripe (see note 4)
Drums (See note 3)
!0'(m1nJ
(See Table) ' (BUFFER
SPACE)
NOTfS:
i. final location and spacing of signs and devices may
be changed to fit field conditions as approved by the CO.
1. For operations that require a lane closure for a day
or less, drums maybe substituted with cones, type A
in the work area.
3. Right lane closure is shown. For left lane closure,
substitute W20-5R and W4-1R with W10-5L and W4-ZL.
4. For long-term operations (operations where the lane is
continuously closed for more than three days) remove
canflicting pavement markings and place edge line as
shown.
G20-2
36"X18" END
ROAD WORK p
p

END
G20-2 ROAD WORK
36" X 18"
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL (ANDS HIGHWAY DNISION
CONSTRUCTION TRAFFIC
CONTROL SINGLE LANE
CLOSURE LAYOUT
NO SCALE DETAIL APPROVED FOR USE DETAIL
^~^~° °~°' E635-05
NPS PM6 NO.: 090
P Advance warn
arrow panel

~0 ft

I l NOTESr
45
L All striping shall6e !n accordance
with the Manua! on Unlfarm Traffic
Control Devices fMUTCDI latest.
edition.
4"solid yellow
striping 4"double solid 2. Edge striping sha11 be 4"offset
yellow striping from the Edge of Pavement. Layout
striping and obtall CO approval
prior to final striping.
TWO-WAY TWO-LANE TRAFFIC --.LANES SEPARATE
Slrgle Shcd WNfe Strfpirg ledge atripingJ
offaei4from Edged Pavennnt
~IOft 3,_ O~ -
~_ 4"wide
broken white striping
Double Solid Yellow striping (canferllneJ~
BROKEN SINGLE WHITE AND
DOUBLE SOLID YELLOW STRIPING
Edge ~ pv/emant(fjpJ
i
i
N
4"wide
to fr .~o fr ~ broken yellow striping
~ 12 ft
3f I~ i _ _
4"wide
broken white striping
J
t
B DOTTED I WHITEY ST R~I ~D
e
a
~ . ~.

Edge of Pavement
4' wide solid white strlping, offset 4"
from Edge of Pavement (TyplcalJ
Edge of Pavement
4"wide solid white strlping, offset 4'
.from Edge of Pavement fTyplcall
!0 ft 0 ft
4" wide ~-
broken yellow strlping
10 ft 3 f ~4° wide broken yellow striping
4" wide single solid yellow strlping
Edge of Pavement
4° wide solid white strlping
Edge of Pavement
4"wide solid white strlping
BROKEN SINGLE
YELLOW STRIPING
Edge of Pavement
4° wide solid white strlping, offset 4"
from Edge of Pavement (7'yplcalJ
"wide double solid yellow strlping
Edge of Pavement
4"wide solid white strlping
DOUBLE SOLID
YELLOW STRIPING
NOTES:
1. All strlping slwll be In accordance with tl~
Manual on Uniform Traffic Control Devices (MUTCDJ
latest edition.
BROKEN & soup
YELLOW STRIPING
13ft
4"wide mini-skip strlping
~ MINI-SKlP STRIPING
Edge of Pavement
4" wide solid white strlping, offset 4"
from Edge of Pavement (Typlcall
----Travel Lone ~"wide double solid yellow strlping
4"Double Solid White strlping
Travel Lane
PUlloUt
Edge of Pavement
PULLOUT SOLID r
WHITE STRIPING
2. Edge strlping shall be 4"offset from the edge of
pavement. Layout strlping and obtain CO approval
prior to flea/ strlping

~~~~
N
P
ro
4" Typkal
"STOP" WORD MARKING
i
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6.75'
a
TURN LANE-USE ARROW
T
ro
.4" Minimum
"YIELD" WORD MARKING
4~
b
M ~
8'
"AHEAD" WORD MARKING
ac
ro
~a
ti
"ONLY" WORD MARKING
4, "Typical
o~
,9.75'
"SCHOOL" WORD MARKING
6'
E~
oh
~v
vi ni 8"
~, ~ ~:~.
O b :~:•
M M :•:.
YIELD AHEAD
TRIANGLE SYMBOL
~~
~ ~
N
....
Mo
ti N
NOTE:
1. Place pavement word and symbol markings in accordance
with the "Manual on Uniform Traffic Control Devices" (MUTCD),
current edition.
2. Al! letters, numerals and symbols shall conform with the
"Standard Highway Signs ;current edition.
3: The Accessibility Parking Space marking only Includes the
accessibility symbol unless a border is indicated in the
Striping Plans.
PAVEMENT MARKING AREAS
TYPE SQL
Through Lane-Use Arrow 12
Tum Lane-Use Arrow 16
Turn and Through Lane-Use Arrow 26
field Ahead Arrow (V<70 km/h) 26
Yield Ahead Arrow (V>70 km/h) 37
Accessibility Marking (symbol only) 1
Accessibility Marking w/border (White) 5
Accessibility Marking w/border (81ue) 9
AHEAD Word Marking 30
ONLY Word Marking 2i
SCHOOL Word Mar!<ing 33
STOP Word Marking 22
YIELD .Word Marking 24
45"
24"Minimum
~~::.,
E ~•.:. M h
N • 6"A .,i.
9~ ~ :::~
::{"
"
~- 3" R i i~Z
Blue background when border
specified in the Striping Plans
White border when spedfied
in the Striping Plans
3"Minimum
3" R
ACCESSIBILITY PARKING SPACE MARKING
NO SCALE
-1
TURN AND THROUGH
LANE-USE ARROW
THROUGH
LANE-USE ARROW

Notes.
!. Locations and height to be in accordance with the 'Manual on Uniform Traffic
Control Devices for Streets and Highways' (MUTCD), latest edition.
2. Use wood battens bolted to post at vertical spacings not to exceed 30-Inches.
3. Use double posts If W !s over 3 feet.
4. For sign punching details, see tl~s blank standards In tl~ 'Standard
Highway Signs" as specified !n the MUTCD; latest edition.
W
as
M
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Hinges
for bolt
FASTENER DETAIL
I
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Sign panel
`\~~~~
~Dla. bolt, wingnut and wdsher,aluminum
UNFOLD SIGN
.FOLDED SIGN

W
i ,.. I ~ W/5 3W/5 W/5
NNes
\ I
L L Lo~vtloru and haigNM be In aaxrdarxe with tla'Ndnuaion Uniform Traffic
dlUai
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C~~ ------
---
~-] .
ss
e
,
a
CoNrol0evices for Streets and HlphwayAfklU
l
2 es.
Use wood battens bolted to posiatvertlcafspacfrga notto exceed 30•lnc
~ 3, Use double posts If W Is aer 3 feM.
_ ^~ I ( 4. For sign punch'rq dNalls, see Ne blank standards !n He'Standaid

C~~--
------
~-~ Nlghva/ Signs' as specified In the MUTCD, latast editian.
e cf steel for
fhe name y
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5
'
Y ~r-- ------ ~- 5. p
se
a
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p
a
Fa steel posts provide o
the soli plate os for the park Soll plate Js rr>rrequlred for breakawo/ deslpn.
G fa signs requiring posts sizes 6 x 6 and gradte . slpns are cansldered
to da non-breokoway ff muiNpfe posts are requlr~ aM pasts cnnrpf be spaced
~
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DOUBLE POST ts of
D~iaFaace Mlea
n
~ored bo~i
w»h
arz e
or
sh'ele
cr
non•breakaway signs.
W
W/6 W/3 W/3 W/6 _.
~v

C -~--- --~--- -~~-~

.
~ --1-t--- --~--- --t1---

srmcLE Posy rRIPC~ Posr
(See Nates)
x
0
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2
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x
W
W/8 I W/4 W/4 .I. W/4 W/8
C-~~----~~----$~----~~-~ BREAKAWAY SUPPORT DETAIL
C ~~----~~----~~----~~-] PosiSlze Hde Diameter
_I I ____I I ___ I I ____I I _ 4'x4 flaneftegNred
C-~~----~~----~~----~~-~ fix s 15'
Gxs r
G x e' 3'
QUADRUPLE POST
i
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o-
m ~~w,~,,,. ~.,,,~w~,,,~ ...,~.,M..-_ .... ............_...
or galvaNzed steel or equal as approved b/ the CO.
WITHOUT' BATTEN
WITH BATTEN
FASTENER DETAIL
.Past Size
D fMnJ Maximum Slgn Aroa
fsq. ffJ
--
(IraN Single Past DcuMe Past Trlae Past Quadruple Post
4x4M+ood1 3' b ~
4 x 6 M'wd1 4' l5 35 45 60
6 x 6 fWcodl 4 20 50 75 100
lJ .",. ' _.~_

~~~ ,,,
h
Reinf. Rope lTy ~„a
TOP VIEW
Scale: Not to Scale
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Chamfer
~~~
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n ii u
ii u u
uuu
u ii u
li u u
nuu
unu
uuu
II II u
u u u
u u u
u n u
u u u
u u n
u n u
u n n
II II Il
II II II
II II II
Al tl Il
II Ii II
II II II
11 11 II
n II II
II II 11
!! II i
n II (I
n II II
A It I1
II II II
II it I!
li fl II
J1 II !I
Re1nf. Rope
SACK .ELEVATION
Scale: Not to Scale
a 7ij ~
° q ~ 6d,
60°'
~i
q.
TYPICAL SECTION
Scale: Not to Scale
tecessed black painted numbers
rk grey concrete color,federalColor Number 36!52
~ound Llne
Wore:
Post extends I'-e" underground
~ ~`F
;4' `~~
.A ~ a
•: 0.
Recessed Dlack numbers
NOTES:
1. Concrete color of milepost steal! be dark grey, Federal Color Number 36152.
2. Recessed concrete numbers shall be %Q"deep and 4" high They steal!
have concave edges with black gloss paint,FederolColor Number 17038, as
approved by the CO.
3. Mllemarker locations to be field verified by t1~ CO prior to Installations.
y 5,
~~ ~ i
Paveme Should
Clearances are minimum
TYPICAL CROSS SECTION
Scole: Not to Scale
FIII slopes
Ground
Cut sl

_~r
Notes:
1. All headwalls are oriented parallel to the roadway
centerline unless otherwise indicated on the plans
or by the CO.
2. When pipes are on skew, adapt and lengthen
t~adwaNs as directed.
3. Quantities shown !n the table are for one headwall
with pipe at right angles.
4. Construct headwalls using the dimensions shown
under values for 1/2:1 slopes unless otherwise
designated by the CO.
5. Headwall openings are to match t!~ size and shape
of tl~ culvertlnside diameter openings (fe.round).
L/2 - 5/6rD 12/s D L/2 - 5/6•D

i ~
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;,~ ~~~yr ~~ ~~~yr~ 6°
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A -.~
ELEVATION -DOUBLE
VALUES FOR 1%2:1 SLOPES VALUES FOR 2:1 SLOPES
SINGLE DOUBLE SINGLE DOUBLE
D l1nJ 18° 24" 30" 36" 18' 24' 30" 36' 18" 24° 30" 36" 18" 24' 30° 36"
L or L' 7'-0" i0'-0' 13'-0" 16'-0' 9'-6" 13'-4' Il'-2" 2r-0° 8'-6" 12'-4' 16'-2" 20'-0" 11'-0" 15'-8' 20'-4' 25'-0'
N 3'-9' 4'-10' 5'-11° 7'-0' 3'-9° 4'-10° 5'-11" 7'-0" 3'-9' 4'-f0" 5'-11" 7'~0" 3`-~' 4'-10' S'-Ir 7'-0'
B I'-0' 2'-0" 2'-5" 2'-10' 1'-3" 2'-0' 2'-5" 2`-10° !'-9° 2'-0" 2'-5° 2'-10° 1'-9° 2'-0° 2'-5' 2`-10"
A lm1nJ r-3° r-s' r-s' 2'-~ r-3" r-s° r'-s° 2'-0' r-3° r-6° 1'-s" 2'-0° r-3" 1'-6" r-s' 2'-0°
C r~" 1'-4° t'-a' 2'-~ 1'-~ 1'-4° r-e° 2'-0' r-o° i'-4° r-s° 2'-0° r-o° 1'-4° 1'-a° r-o^
Stone(CY) 1.45 2.87 5J4 828 1.89 3.66 6.47 10.37 1.78 3.60 650 10.53 222 4.39 1,83 1262
ELEVATION -SINGLE E--=---I
A ~ SECTION A-A
(xlnlet end Ontyl
~,

0
a
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L
Pavement structure
Sl DEW ALK WITH CURB
Welded wire fabric f6 x 6 - W1.4 x Wl.4J with
bar supports every 4 -feet longitudinally
4"Portland cement concrete
4"Bed course
SIDEWALK
a
M
q
V
0
0

NOTES:
1. Place 3/-inch transverse expansion
Joints at Intervals of not more than
60 feet to match ad Docent curb expansion
.Joints.
2. Place control Joints at intervals equal
to the width of the sidewalk as shown
on tl~ plans,All concrete control Joints shall
first be struck by tf~ hand using a Jointing too!
aligned with a straight edge true to f1ne,
AJI hand tooled concrete control Joints shall
then be saw cut to a depth of no less than
1,5 Inches with a period of no more than
24 hours after the initial placement of the
concrete.
3. Use this detail for trash can ~ds,whlch
shall be black In color.
4. Deliver welded wire fabric to site In flat
sheets. All welded wire fabric will be placed
on 1%26eam bolster wire bar supports
during construction,
NOT TO SCALE.
r

REG STATE PRO]ECi SHEET' Ti7TAL
N0. SHEETS
Surface and bed course sE NC PRA-GRSM 1819 C.22
material same as sidewalk.
Surface to be flatter than Finished sidewalk grade
or equal to 1:48 12 max. Pavement surface
~i
- NOTE:
i 1, The maximum cross slopes of ramps must not
____ exceed 2°~ in any direction.
-- 1:20 or Hatter 2. Use a coarse broom Hnish running
SJdewalk Variable Variable perpendicular to the slope to create a slip
Ramp Length Concrete curb resistant surface on concrete ramp surFaces.
or 3, Construct curb ramp perpendicular to the
curb and gutter curb, Avo1d skewing the ramp face.
RAMP -TYPICAL SECTION 4. Construct ramp transitions between walks,.
gutters, or streets that are !lush and free
of abrupt vertical changes not to exceed 2, 5
inches.
~utslde
i
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7i
7
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NO SCALE
mrmmum
DIAGONAL CURB RAMP

a
0
A
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_' 7 f?u
SECTION A-A
! %8"
- %Z"Sealant
I"Grout
"Dla. Steel pin, 3' long
e
'4 Reinforcing rods. Extend to
° . ~ ° ~ within t" of ends of wl~elstop
e _°
°
' 1"R
d
° °
. Exlstl ng
° \ I` area ~ ~ekl
i
/ ~q"~--
Note;
1• Center wheel stops between, and perpendicular
to, stall Imes.
2. Variations in wheel stops will be allowed with
A tl~ approval of the CO to meet manufacturer's
standards.
~-- 6" Minimum'
WHEEL
STOP
C?_
' ~-Painted stall lines -~
ANGULAR PARKING
;increase distance for walls or other
obstructions, os directed by tl~ CO.
~ ~ Edge of pave nme t
7'-8"------~
Edge of
pavement
a Painted stolllines
^ NOT TO SCALE
0.
° U.S. DEPARTMENT OFTRANSPORTAT[ON
~' FEDERAL HIGHWAY ADMINISTRATION
FEDERAL (ANDS HIGHWAY
HEAD-ON PARKING ~ErAIL
N CONCRETE
WHEELSTOP
STANDARD ADPRDVED FOR USE _~-..
REVISED: DETAIL
E609-2

. _ ::
6"
~~ MDUNT ABLE
PORTLAND CEMENT CONCRETE CURB
a
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1
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3
0
0
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~~ o
~2°R~ ~2~ r1~2'~R
~ .~. ~ 0.08'/ft
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b ~ ..,.Q . e_ °..~
e ~ A d O
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a ~ I
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~ _
6"
_ Z'
Note:
!. Place 3-lnches,minlmum aggregate
bed course under all curb and gutter.
13-1N MDU~T ABLE)
10-INCH DEPTH (NON
(MOUNT ABLE)
EMENT CONCRETE CURB AND GUTTER
PORTLAND C
REG STATE PRO]ECT N0.
NC PRA-GRSM 1839 C.2O
SE
5"
!2"
STONE CURB
16-INCH DEP LE)
(NON-MOUNT AB
~u.~~ Q
6"
ASPHALT CONCRETE CURB
5-INCH TABLE)
l NON MOU
asphalt tack coat may be rapid .curing
liquid asphalt or emulsified asphalt:
UFEDEERALH ~HWAY ADMINISTRAI7DNN
FEDERAL V+NDS HIGHWAY
DETAIL
CURBS
NOT TO SCALE STANDARD APPROVED FOR USE ••h"'
REV4SED:
t.
D----
E609-1
6,.
I8-1 NCH DEPT H
(NON- MOUNTABLE)

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W SMulder
RUBBLE PAVED WATERWAY
~ Paved waterway
Ditch foreslooe wId
5"Rubble course
4"Mortar foundation
4" Bed course
Level
Lateral pay limits for paved
waterway (Horizontal planel
Q' ~~
B
L
waterway
B
3/"Preformed Jolrt f~~~~~
5" Rubble c
4"Bed coi
4" Mortar f
SECTION A-A
,vorES;
!. rl~ approximate sMpe of the paved waterway
is an arc with o radius of 2.9 feet.
2. At Inlets and other special locations, widen and
shape paved waterway to drain.
3. For concrete and rubble paved waterway construction
only construct In uniform sections 20 feet !n length,
except closure sections are not to be less tlwn 5 feet
In length Place expansion Joints at 100 foot Intervals.
4. Stone used for rubble waterway will match any
exlsting,adJacentstone,as approved by the Co.
5. Rubble waterway stones sMll be embedded in tip
concrete foundation a minimum of 1-inch Do not
place mortar In the stone Joints unt11 after the
concrete has token Its Initial set.
3'
~ ~ I ~~~
SECTION B-B
-Graded hinge point
Variable ~~
~n
~ 3'-a' i
Q
PLAN

REG SPATE PROJECT SHEE
N0.
SE NC PRA-GRSM SB19 C.16
I
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PLAN
SECTION A A
TYPE 68 INLET
~"
3rs
?"centers
3rs
on 6"centers
m
Z'-~
Z'/~ ~~ ° 1i" Z~/2,~ See Detail A
.~
D •' D
Z ,• ~
~~_~.L.^
m
SECTION 8-8
8" Z'-6'/4n
(tYP~)
D ~ ~ ~N
D ~
D
".... 4 n
I~ ~p ~pD ~NT
ti
2" 3" 5" Z~zn
(typ•) 7,
4" Z''4v4n 4"
Gray Iron Castings, AASNTO M 105
METAL FRAMES AND GRATINGS
TYPE 68
NOTE:
1. Construct Inlets parallel to the roadway centerline and
grade. For pipes on skew, adapt Inlets as directed by
the CO.
2. For frames and gratings minor variations in desfgn
and dimensions are permitted to allow manufacturers
standaMs.
2~3'~8" ~~H"
~8 ~~
.~4 n
ti
~~
H
H
7qn ~4n
14x
fig" 7
,SiBrr
7 ~L$n
DETAIL A
U,S. DEPARTMENT OF TRANSPORTATION
FEDERAL H[GHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
INLET
TYPE 6B
NO SCALE STANDARD APPROVED FOR USE 612005 STANDARD
Rees®: 604-7

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8' costal ' ~ ~
(!'-111/s"min.l

----

~-
.
~I ~
/ IIL ~ •~ ~ ~ ~I

`~ ~l ~~
~I ~~,r ~1
t 1
ODd~o~ter
tour~d~pe •2)
INLET, TYPE 6A
E
~ A
io ~
N ~
1
Q ~
O
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~ ,
C
t~ _ rl/_„
~„ s'-aj4" „
~
„ 3' - d` ~
s

„
I'-4" !'-4" Vie„
I~
1~4„ I~„
OO

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oa ~
0 0
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T \
METAL FRAMES ANO
GRATINGS TYPE 6A
ro See
Detail C
l~"
~~e" ~ ~i ~
~ ~~ ~ ~
Single
course
° 3~ ~~ of brick
~~ ~~~ r - I1'/e„
3" I' - ll%s" 3"
C
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~ L~
m
o
~ °. ° ~
• ~/s" ~ ~„

v
Type 6A-6
"Diaphragm
~ third points
Type 6A-3
3" 12" 3"
'v
~ ~---~ ~
LADDER RUNG
"~J or 3~"o Steel or Wrougl~
Iron to be used wl~re depth
exrxeds 4'-0"
°.
DETAIL C
° •°
'
*4 bar (TypJ b ,
• ~ Notes:
Ladder rungs
~ ° a ~ of 12" centers
~ 1. At tl~ option of ti>° Contractor walls
• ^ less than 4 feet may be of concrete as
shown.
•. ° ~ 'S bars °~. ~ ~YPJ
°
~ ' 1'-11%s"x 2'-6" 2. Construct Type A
Inlets far pipes 24

2" ~YPJ °
° '
"
° ~
Inch and larger For Ample Headroom',
o 2
(TYPJ ~ unless otherwise directed by the CD.
N ~ 'S bars-l2" OC N ~ ''5 barsi2" OC ~ ~ •5 barsl2" oC • ° 3. Construct Inlets parallel to the
~
~ ~ I .5 baoDC o ~ roadway centerline and grade. Adapf
~ 0 5 boys-6 QC ~ o ~ o •5 bars-6" OC Inlets as directed by the Co.
slope to ~ sMpe to ~ slwpe to 4. For frames and gratings minor
drain ~ drain I drain variations In design and dimensions
e ~
° ° ~ ' ° are permitted to allow manufacturers
~ ~ . ° ~
e standards.

Ll
lt
d
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e
Headroom Ample Neadfoom For minimum Inside Inlet dimensions only U.S. DEPARTMENT OF TRANSPORTATION
SECTION A-A SECTION A-A SECTION A-A FEOE~oErsa~~iosHCHwv~ON
w

°
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,
Sl~ulder
F~~~s/ 1~2"
o~ _
~ 5/2"
Slob-B Slab-A
-~ ~"
g
D
(2'-0'" MInJ "
"5 bdrs-l2"a.c
0
"5 bars-5o~
-2"
2%z"

1/2" fTyp.)
Shape to drain
TYPE - 4A

7
i
"
i
8" D}2" I'-6"
TYPE - 4c
Note: !n rock wltlout backwall or floor.
Reinforce some as Type 4A
Shape to drain
TYPE - 4B
D/2 * 2"
~, -
Notes:
1. At Nae option of the Contractor, walls less tl~n 4 feet
deep may be of concrete or concrete block.
2. Inlets to be parallel fo roadway centerline and grade.
c For pipes on skew,adJustlnlets as directed.
~ 3. Ditch or paved waterways to be warped and widened
near inlets as directed by the CO, to fac111tate drainage
: and to protect slopes at ends of inlets.
~ 4. For payment purposes,one slab A plus one slab B
or two slabs B constitute one concrete cover.
1%z° (TypJ
y' - - 5 bars-!2' O.C.
~----~
~- - ~ -----i- --- ` -
~~ •5 bars-3"O.C.
~•
Precast
.SLAB-A
D/2 ~ 2°
~ (Min=!'-27 "
~- "5 bars-12" O.C.
_ ~--
----- i -----~------ ------~
~ "5 bars3"O.C.
Precast
~.
SLAB-B
Length of slabs 8'-0"
2
Ri-n"
6"

~
i~ ~----- i
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-----------
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~~
PLAN
~,

~ ~~
-- -
~
~ ~ ~
~
g ~
~ -
-~--T T I - Vertical Bars
, at 12° Centers

b it-
~- -~-- ~ 0 ~ -~
-~---{- +--~ Norizonta! Bars
i at 6"Centers

~ ~ FRONT ELEVATION
(Type 4B,shown,other types comparable)
U.S. DEPARTMENT OFTRANSPORTAT[ON
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
~ DETAIL
INLE T, TYPE 4A, 4B, ANI
STANDARD APPROVED F00. USE -d--
REVISED:

6"

CONCRETE ROUND PIPE CULVERT
PIPE FILL HEIGHT AND PIPE CLASS TABLE
SIZE EMBANKMENT TRENCH

DIAMETER MINIMUM
COVER CLA55 !I CLASS 111 CLASS IV CLASS V CLASS II CLASS III CLASS IV CLASS V
INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET
12
18 12
12 10
10 10
10 15 23 18 18 26 13

24
12
10 25 39 13 13 31 45

30
36
48
60
71
84
IZ
12
12
12
12
IZ
9
9
12
15
13
i3 10
13
9
13
i7
17
i9 15
IS
20
26
28
30
30 30
35
41
44
44
41 15
13
10
15
15
15
i5 15
16
13
i6
20
20
23 22
20
26
30
32
35
37 40
46
56
49
49
49
96 12 13 20 15 24
108 14 15 20 18 26
BEDDING DEPTH
PIPE SIZE (H) DEPTH
12"T054" 4^
> 54" 6^
Frnished subgrede or embankment
Finished subgrade height before trench excavation
- -
Roadway embankment ~////
Limits of pipe compaction
2H H 1H
r~
~~~ ;%,
Bedding (See table)
EMBANKMENT INSTALLATION
d
h
a
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MULTIPLE ROUND PIPE INSTALLATION
LEGEND:
.Bedding material (uncompacted).
Embankment material placed In layers
not exceeding 6"compacted depth.
Compacted backfill material placed in layers not
exceeding 6"compacted depth meeting the following;
Maximum particle size = 3"
Soil classification; A-1, A-2 or A-3
Or, lean concrete backfilf in accordance with Section 614.
Impermeable backfill material.
Embankment slope
High water elevation
i'-0"f
~ Piping plug
IL.~ A
1~ " dla. hole for
1 " dia, Joint tie
r-.-,
MINIMUM SPACING
DIAMETER EMBANKMENT TRENCH
11"-36" 15" 2H
36"-96" 0.5H 72"
OVER 96" 48" 71"
SECTION A-A
~A
Pipe culvert
Constructs piping plug oflmpermeable backfill
maters! at the pipe inlet where granular
material is used for backfill. Width maybe
adjusted to tie into impervious material.
PIPING PLUG
a
! D.~
i'-5"max.
1'-3"min. Do not install fastener
over pipe joint
raperea Holes permJtted
when precast
'D • D • D
' D '~D ',D '~G
p
0 Ring if required -
2'-9r/1"max ~ ~
u
N
SUPPLEMENTAL CONCRETE PIPE TIE
NO SCALE
Concrete pipe tie
holes (typ.)
Compacted //
backhU to H
springfine
... 2 ...-
Bedding (See table)
TRENCH INSTALLATION
Culvert end
treatment
Width
NOTE:
1. When directed, camber pipe culverts upwards from
a chord through the inlet and outlet inverts art
ordinate amount equal to 1 % of the pipe length,
Develop camber on a parabolic curve, If the
mtdpolnt elevation of the on the parabolic curve as
designed exceeds the elevation of the Inlet invert,
reduce the amount of camber or increase the pipe
culvert gradient.
2. Measure minimum cover from the top of the pipe
culvert to the subgrade for fiexi6le pavements, and
to the top of the pavement far rigid pavements.
Measure maximum All height from the top of the
pipe to the top of the pavement for both flexible
and rigid pavements.
3, Pipe compaction limits shown are for pipe
Installation in an embankment, For pipe Installation
in a trench, the compaction limits shall be the walls
of the trench.
4. Where unyielding or unstable material is
encountered, install the pipe culvert according to
the limits of pipe compaction shown on Standard
602-3,
5. Maximum fill heights for pipe culvert installations
maybe increased on approval of site-spedfic
structural pipe designs meeting the criteria of
AASNTO Standard Spedfications for Highway
bridges.

a
0
E
y
9
"a
z
~.
3
s
h
e
0
0
m
a~
0
Y

a
7
M
NOTE.
POLYETHYLENE (PE) PLASTIC ROUND PIPE CULVERT 1, when directed, camber pipe culverts.upward from
h the Inlet and outlet mveits an
h
HT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350 RIBBED roug
a chord t
ordinate amount equal to 1 °~ of the pipe length.
If the
FILL HEIG
CORRUGATED Develop camber on a parabolc curve,
levation on the parabolic curve as
t
i
SMOOTH WALL (SOLID. WALL)
oN PIPE MINIMUM PIPE MINIMUM
COVER CELL CLASS. CELL CLASS, e
n
midpo
designed exceeds the elevation of the inlet
mount of camber or increase
h
PIPE MINIMUM cEU cLassrFrcarr
NUMBER 335434C SIZE CELL CLA55, CELL CLASS.
COVER
324410C
N0 SIZE N0.334433C N0.335434C e a
Invert, reduce t
the pipe culvert gradient.
SIZE COVER MINIMUM WALL THICKNESS (INCHES)
292 ~ 1.477 D
385 1
'
'
R .
N0.315411C DIAMETER
INCHES INCHES
MAXIMUM FILL
HEIGHT (FEET)
2.
ubgrade forr Nexible pavemen~,~
the
t
DIAMETER
ES INCHES ,
1.
1.154
0.607'; 0,857 ! 0.923
IN~HES
MAXIMUM FILL HEIGHT (FEET) INCHES MAXIMUM FILL HEIGHT (FEET)
10
11 18 11 18 14 s
o
ulvert
and to the top of the pavement for rigid
imum fill height from the
INCH
11 12 i2
57 I '
I 12
1 11 10 14 11 21 18
18 pavements. Measure max
top of the pipe to the top of the pavement for

18 11 15
152
I
I 1
10
1y 12 30 12 21
31
both flexible and rigid pavement.
14 12 18
~ 38
14 12 12 i0 36 i1
42 12 15
11 27
30 12 38
38 30 10
12 12 lU 48 11 21 16
36 11 17 36 i1 11
42 11 27
48 12
POLYVINYL CHLORIDE (PVC) PLASTIC RD NN BPRP R C~LVDR

CLASSIFICATIO 84
FILL HEIGHT TABLE AND MINIMUM CELL

SMOOTH WALL (SOLID WALL) RIBBED
PIPE MINIMUM CELL CLASS.
11454
N0 CELL CLASS.
N0.12364 PIPE MINIMUM
SIZE COVER CELL CLASS. CELL CLASS.
12364C
N0
.
SIZE COVER
MINIMUM WALL THICKNESS (INCHES) N0.11454C .
DIAMETER 0.358 ~ 0.438 0.358 !, 0.438
XIMUM FILL HEIGHT (FEET)
HES DIAMETER
INCHES INCHES
MAXIMUM FILL HEIGHT (FEET)
MA
INCHES INC 12 12 37 16
12 12 65 `,

! 62 69
66
15 12 31 12

23
15 12 18 12 33
14 12 19 21
O 30 12 28 20
36 11 17 19

_

__ ~

__ ._ _
__ ~
_ _ .__..._ _. ~ 42 12 16 18
17

~--
-
~
-~
C'~
48 11 24
TOP
00 p ~
~____ C -.aIJ~.
SIDE FRONT
PL,gSTIC PIPE END SECTION
NO SCAIF
m
S

Flnlshed subgrade
- - - - ~- - -
Roadway embankment
.- 1H or 12' (max.) i ~ ~ 1H or 11' (max.;
~ -.-. N.... ..-.-/
- -
H Z H
Bedding
Natural ground
ABOVE NATURAL GROUND
Frnlshed subgrade
- ~ -
Roadwayembankment
2H or 11'
//:
Bedding
i
E
i
Nabiral '
ON NATURAL GRO~I1Nfl
Frnlshed subgrade
--- `~--
R~avay emi~ankrr~rt
1H or 12'
/////~
ryl
Finished subgrade
Roadway embankment
1H or 11' (max.) ~ 1H or 11' (max)
}
.:H..... ~ ......-H.-
Natu21
ground
BEDDING DEPTH
PIPE SIZE (H) DEPTH
11" to 54" 4"
> 54" 6"
~'z"/toot of cover, / L Remove unyielding material
11" (min.), 14" (max.) J and replace with selected Bne
compressible material. Ughtly
compact in layers not over
6" in uncrompacted depth.
ON UNYIELDING MATERIAL
18" (min.)
to trench
excavation
Finished subgrade * Reduce to 18"for ~ See bedding
'- ~ - - - trench excavations depth table
Roadway embankment
1H or 12' (max) PIPE BEDDING
_. _ H _
- ... .. ~ H o{~ 36" (max) for embankment installations
Natural ground
Remove unstable material to
Rim bearing soli and replace
with approved granular foundation
fill material properly compacted
ON UNSTABLE MATERIAL
Original natural ground surtace ~,
~~~u~~~vn,~~n~~n~ii~r,
Roadway excavation
Finished subgrade or
embankment height
before trench excavation
18"f Z 28" f
Bedding -~ ~ •- .- Culvert end
Y treatment
Bedding material (uncompacted)
Embankment material placed In layers BELOW NATURAL GROUND OR
® not exceeding 6"compacted depth. TRENCH EXCAVATION IN EMBANKMENT
a
e
p
a
M
a Compacted backfill material placed in layers not
exceeding 6"compacted depth meeting the following:
Metal Pipe: Maximum particle size = 3"
Soil classification: A-1, A-1, orA-3
Plastic Pipe: Maximum panicle size: Ir/z"
Soil class/ficatlon: A-1, A-1-4, A-1-5, orA-3
Or lean concrete backBll in accordance with Section 614.
0
0
M
Metal end section
Embankment slope
High water elevation
Diameter ~ 1'-0" ~ Diameter
or5pan \~~ minimum ~ ~ or5pan
° Toe plate ° ~s9' ~n% ° Toe plate °
r o---------------o ~ r p---------------a ~
ELEI/ATION
MULTIPLE PIPE INSTALLATION
~A
1'-0" f
Y
Pipe culvert
NOTE:
1. When directed, camber pipe culverts upward from a chord
through the inlet and outlet inverts an ordinate amount equal
to 196 of the pipe length. Develop camber on a pa2bolic
curve. If the midpoint elevation on the parabolic curve as
designed exceeds the elevation of the inlet invert, reduce the
amount of camber or increase the pipe culvert gradient.
2. H equals the diameter of all round pipe culverts or the rise
dimension ofall pipe arch culverts.
MINIMUM SPACING
DIAMETER SPACING
ar SPAN
UP to 48" 14"
Half diameter or span
48"and UP OR
36" whichever is less
Minimum spat
(see table)
Width
• ~ ~ ~~ ~~_~ SECTIONA A
1,-~" f .
Piping plug
A Construct piping plug of impermeable backf~ll
material at the pipe culvert inlet where
granular material is used for backfill. Width may
be adjusted to tie into impervious material.
PIPING PLUG No sca~E
Metal end
section
ABOVE AND BELOW
NATURAL GROUND

12-Y BARS
(SPACED AS SHOWN)
TYPICAL CONCRETE PIPE
COLLAR. MIN OF (A°) INTO
UNDISTURBED MATERIAL
ALL AROUND
TRENCH BOTTOM
B
MIN
,(~, THRUST COLLAR
I~1 D I X
a
0
3" CLR (TYP)
ELEVATION
TYPICAL CONCRE
COLLAR. MIN OF
UNDISTURBED SO
6-X BARS
EACH WAY, EACH
12-Y BARS
(SPACED AS SHO
PIPE SIZE X BARS Y BARS A 8
16" - 36" #5 #5 16" 19°
42" & ~ #6 #6 20" 21"
,
i
3
a
a
CONCRETE PIPE COLLAR

HEADWALL FOR DOUBLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
D H SQUARE HEADWALL IS° SKEW 30° SKEW 45° SKEW
INCH FEET A
FEET 8
FEET L
FEET CONC.
CUYD STEEL
LB A
FEET 8
FEET L
FEET CONC.
CUYD STEEL
L8 A
FEET B
FEET L
FEET CONC.
CUYD STEEL
LB A
FEET 8
FEET L
FEET CONC.
CUYD STEEL
LB
48 5.00 4.00 6,00 14.00 2.13 180 4.15 6.25 14.75 2.15 191 4.50 7.00 16,00 2.43 103 5.75 8.50 10.00 3.05 257
54 5.25 4.75 6.75 16,25 1.57 110 4.75 7.00 16.50 2.60 217 5.25 7.75 18.25 2.87 139 6.50 9.50 12,50 3.54 295
60 5 50 5,25 7, 50 I8, 00 2, 94 136 5.50 7,75 18.75 3, 07 248 6.00 8.75 10.75 3.39 279 7.50 10.50 15.50 4.17 336
66 5.75 6.00 8.15 10.25 3,43 289 6.00 8,50 20.50 3.45 290 6.75 9.50 13.00 3.88 317 8.15 11.75 28.15 4.77 407
72 6.00 6,50 9,00 11.00 3,84 318 6,75 9,25 22.75 3.97 331 7.50 10.50 15.50 4.46 368 9,25 11,75 31.25 5.46 457
78 6.25 725 9,75 24,25 4.38 361 7.50 10.00 25.00 4.51 374 8,15 21.25 27.75 5.00 410 10.00 13.75 33.75 6.07 498
84 6.50 7.75 10.50 16.00 4.83 410 8.00 10.75 26.75 4.96 414 9,00 12.00 30.00 5.58 476 11,00 14,75 36.75 6.83 586
90 6.75 8.50 11.15 18.25 5.43 45B 8.75 11.75 29.25 5.62 475 9.75 13.00 32.50 6.14 526 11,75 i6.00 39,50 7.56 638
96 7.00 9.00 12.00 30.00 5,92 491 9.15 12,50 31.00 6.I2 509 10,50 13.75 34.75 6.86 575 11,75 17.00 41.50 8.39 699
102 7.25 9.75 12.50 32.00 6.49 553 10, 00 13.00 33.00 6.69 571 11.00 14,50 36.50 7.37 637 13.50 17.75 44.75 9.04 783
208 7.50 10.25 13.00 33.50 6.95 591 10.50 13.50 34.50 7.14 604 11.75 15.00 38.50 7.97 676 14.50 18.50 4750 9.86 842
124 7.75 11.00 13,50 35.50 7,56 632 11.15 14,00 36.50 7.76 654 11.50 15,50 40.50 8.59 717 15.50 19.00 50.00 10.64 893
120 8,00 11,50 14,00 37.00 8.05 666 11,00 14,50 38.50 8.40 695 13.25 16,25 42.75 9.31 771 16.25 19.75 52.25 11.37 949
126 8.25 11.15 14.50 39, 00 8.71 748 12.50 15.00 40.00 8.90 760 14.00 16.75 44.75 9.97 858 17.15 20.50 55.00 12.27 1053
132 8.50 11.75 15.00 40.50 9,23 775 13.25 15,50 42.00 9.58 805 14.75 17,25 46.75 10,65 902 18,00 22.25 57.25 13.05 li05
i38 8.75 13.50 15.50 42.50 9.93 831 13.75 16.00 43,50 10,11 842 15.50 18.00 49.00 11.44 955 19.00 22.00 60.00 14.00 1173
144 9.00 14.00 16,00 44.00 10,48 902 14.50 16.50 45.50 10.83 912 16.25 28.50 51.00 12.16 1039 19.75 21.75 61.25 14.83 1281
150 9.25 14.75 16,50 46.00 11.21 950 15,25 17.00 47.50 11.57 981 17.00 19,00 53.00 12.91 1087 20,75 13,15 64,75 15.76 1341
156 9.50 15.25 1700 47.50 11,80 991 15.75 1750 49.00 12.15 1022 17.50 19,75 54,75 13.59 1144 21.50 14.00 67.00 16.61 1394
162 9.75 16,00 17.50 49,50 12.57 1077 16.50 18.00 51.00 12.93 1109 18.25 20.15 56.75 14.37 i236 12.50 14.75 69,75 17.69 I533
168. 20.00 16,50 18,00 SI,00 13.19 1121 17.00 18.75 52.75 13.63 1257 19.00 10.75 58.75 15,18 1188 23.25 25.50 72.00 18.60 1581
174 10.25 1725 18.50 53.00 14.00 1173 17.75 I9.15 54.75 14.45 1222 19,75 21.25 60.75 I6.00 1353 24.25 16.15 74.75 19.73 1673
180 10.50 17.75 19,00 54.50 14,65 1118 18.50 19.75 56.75 15.29 1176 20.50 21,00 63.00 16.94 1411 25.00 26.75 76.75 10.59 1727
HEADWALL FOR SINGLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
D H SQUARE HEADWALL i5° SKEW 30° SKEW 45° SKEW
INCH FEET L
FEET CONC.
CUYD STEEL
L8 L
FEET CONC.
CUYD STEEL
LB L
FEET CONC.
CUYD STEEL
LB L
FEET CONC,
CUYD STEEL
LB
48 5.00 8.00 1,25 101 815 1.19 109 9.25 1,44 120 11,25 1.75 144
54 5.25 9.25 1.50 224 9.50 1.54 126 10.75 1.75 i48 23.00 2,12 175
60 5.50 10.50 1.78 143 10.75 1.81 151 12.00 2.02 164 14.75 2.49 208
66 5.75 11.75 2.06 175 12.25 2.15 186 13,50 2.37 103 16.50 2,89 249
72 6.00 13.00 1.37 196 13.50 2.46 207 15.00 1.73 232 18.50 3.37 186
78 6.25 14.25 2.68 22I 14.75 2.78 233 16.50 3.11 159 20,15 3.82 317
84 6.50 15.50 3.02 256 16.00 3, l i 268 18.00 3.51 299 22.00 419 368
90 6.75 16.75 3.37 284 1715 3,47 297 19.25 3.87 327 23.75 4.78 406
96 7.00 18.00 3.74 309 18.75 3.90 325 20.75 4.30 364 25.50 5.29 442
102 7,25 19.15 4,11 354 20.00 4.18 371 22.25 4,76 416 27,25 5.83 510
108 7.50 10.50 4.52. 381 21.15 4.68 399 13.75 514 447 29.00 6.39 554
114 7.75 11.75 4.93 419 21:50 5.10 430 25, 00 5.66 479 30.75 6.97 594
120 8.00 13.00 5.36 441 13.75 5.53 460 26.50 6.17 521 32:50 2.57 634
116 8.25 14.15 5.81 502 15.00 5.98 514 28.00 6.70 572 3415 8.20 711
132 8.50 25.50 6.27 527 26.50 6.52 560 29.50 .7,15 618 36,00 8.84 754
138 8.75 26.75 6.75 570 17.75 700 584 31.00 783 658 37,75 9.51 799
144 9.00 18.00 7.24 619 19,00 750 654 31.15 8.33 713 39.50 10,10 885
150 9.25 29.15 775 665 30.25 8.01 680 33.75 8.94 761 41.25 10.91 933
I56 9.50 30.50 8.27 691 31.50 8.54 728 35.25 9.56 805 4315 11.74 996
162 9,75 31.75 8.81 767 31.75 9.08 783 36.75 IO.ZI 889 45.00 11.50 1094
168 10.00 33.00 9.37 796 34,25 9.73 838 38.00 10.78 919 46.75 13.28 1146
174 IO.ZS 34,15 9.94 847 35.50 10.31 867 39.50 11.46 974 48.50 14.09 1197
280 10.50 35,50 10.53 877 36.75 10.90 920 41.00 12.17 1022 50.25 14.91 1260
0
C
S
3~ D
D/2 D/2

See Hook
Bolt Detail
U1 U1
L
SINGLE PIPE CULVERT
1'-0"min.
Washers
s/e"hex nuts
~4"max.
HOOK BOLT DETAIL
¢ Roadway
¢ Culvert

Skew angle
Skew angle
TYPICAL HALF PLAN
Varies
1~
0
x d
0
e
M
a
12"
SECTION A-A
3"max ~ #4 bars at equal spacing
rr 10" (max) both faces. ,q
r
+ ___,_.
~rr
NOTE:
1. Concrete conforms to Section 601, Pour
concrete monollthidlly. Chamferal! exposed
edges ~4"and finish al! exposed sun`aces with
a Class 1 ordinary finish.
2. Clearance far reinforcing steel is 1" unless
otherwise noted.
3. Headwall dimension "H"maybe reduced in
solid rock provided the wall is keyed into the
rock at least 1 foot. Excavate and backhll
according to Section 109.
4. Set hook bolts on nominal I8" center around
pipe perimeter at center of headwall. Hook
bolts conform to ASTM A307. Galvanize
according to ASTM A153.
5. Forlnstallations w/th more than two pipe
culverts, Increase the dimension "L"and all
quantities shown for double pipe instal/at/on
by adding a length equal to dimension "8" and
the incremental change in quantities for each
additional pipe culvert
6. forskews other than those shown, multiply
quantities and dimensions A ; B" !~ "L"for
square headwalls by secant of the skew angle.
7. Final quantities will be determined by using
the tables on this standard.
8. Do not order materials until the length, skew
angle, and slope bevel in the field have been
approved.
•~
ISOMETRIC VIEW
A 8 A
L
A~
DOUBLE PIPE CULVERT
HEADWALLS
NO SCALE

~. ROAD __
~--- '- -
,
~~ A
A _ J- - T •-- _ w i
' r-o" ~ ~
~ DISTRESSED 1
AREA ,TYP. ~ n
1'-0" TYP,
PAVEMENT REPLACEMENT IF THIS CUT LINE IS
LIMITS (2' FROM THE EDGE
PATCH CUT PARALLEL/PERPENDICULAR ~ pAVEMENT,REMOVE
TO CL OF ROPDWAY TO EDGE OF PAVEMENT.
a
M
m
P
M
O
O
a
A~
~ ROAD
W=
~~
A~
IF THIS CUT LINE IS
PAVEMENT REPLACEMENT OF PAOVEMENT,REMOVE
LIMITS
PATCH CUT PARALLEL/PERPENDICULAR i0 EDGE OF PAVEMENT
TO DISTRESS CRACK
TYPICAL PLAN DETAIL
ARIABLE HACP OVERLAY,
FINAL ROAD AS REQUIRED BY
SURFACE ASPHALT PATCH -THICKNESS TYPICAL SECTIONS
OF EXISTING AC PAVEMENT, N
BUT 2.5 "MIN. w
SAW CUT VERTICAL
FACE FULL DEPTH EXISTING
PAVEMENT
VARIES GEOGRID
i ~
6 6..
;, % .\ .
' TACH COAT
PRE COAT (TYPICAL)
LIMIT Of UNDERCUT
GEOTEXTILE, BACKFILL WITH
TYPE II AGGREGATE BASE, GRADGJG D
SECTION A-A
ASPHALT PAVEMENT
FULL DEPTH PATCH -TYPE 2
NOTES
1. USE FULL DEPTH PATCH, TYPE 2 AS DIRECTED BY THE CO.

REG STATE pRO~ECT SHEEt 1U~~~-
N0, SHEETS
SE NC PRA-GRSM 1819 CJ
Existing asphalt pavement
Existing base course
New asphalt pavement
-New base course
SOW CUt
(Depth of cut equals %2exlsting asphalt
pavement depth, 2" minimum)
NEW PAVEMENT
Asphalt overlay
(Final course)
Saw cut
(Depth equals 'd'J
0
0
x
0
b
E
a
w
b
a
m
rv
ro
n
Existing asphaftFrnement ----
Existing base curse -----
'' Remove pavement (mill)
Transition length variable (See table(
OVERLAY
Asphalt overlay
(depth IJ
Asphalt overlay
(depth 2J d2

Existing asphaltpavement --- d~

~- ~-
--- ---------------------------------
Existing base cours~

(for Coble d~ - d2=dJ
OVERLAY -DEPTH TRANSITIONS
d -Inches Transition Length -Feet
I 20
!.5 30
2 40
~ 50
3 60
Nar TO SCALE
0

DEPTH (dJ
Rlprop Class Depth (dXlnJ
r r2
2 18
3 24
4 30
5 42
6 48
PLAN
a~'
0
k
h
u
U
E
p
c'
8.
0
a
c
B
a
'o
0
n
0
CULVERT WITH, HEADWALL
0
k'
a
N
N
M
End section
PLAN
r 0~
11f.,mefcr of n/nc /n)
End section
_ ~ Grou
FLEVaTioN Depth (dJ
Geotextlle,type ~
CULVERT WITH END SECTION.
NOTE:
For arch or elllptica(plpes, use
equivalent dlometer for (Dl dimension
PLAN
r ~
n

xor To scuE ~
of
CULVEH! Wll N NU "~
END TREATMENT

N
a
q
0
M
Existing, slope
3:/ or steeper
BENCHING DETAIL A
SLOPES STEEPER THAN /r3
't
Existing slope
Flatter than 3:1
:~
:~
J~
BENCHING DETAIL- 8
SLOPES FLATTER THAN 3:l
(See note 3J
NOTES:
1. Where the embankment foundation Is a Mllside or
nt another existing embankment, the foundation must
be benched while the embankment Is being constructed.
2 For slopes 3:l or steeper, refer to Benching Detail A
Cut 8 ft wide horizontal bencl~s In tip existing slope.
Bench tl~ slope as the embankment Is placed and
compacted !n I ft thick layers until o backfll! l~lght
of 4 ft Is reacl~d. Excavate and backfl!! In a
slmllar manner until the tap of slope Is reached.
3. For slopes flatter tlwn 3:1, refer to Bencf~ng Detail B.
Cutlnto the existing slope until a max/mum l~lgth of
I ft is reached, allowing the Iprizontal distance to
vary. Place embankment material. Excavate and backflll
12' max (Typ1 !n a slmllar manner until t>~ top of slope is reached.
Backfll! sayer 4. Benching Is considered incidental to t!~ Item of
roadway excavation and no additional measurement
'~., of quantity or payment will be made for benching.
` 5. Refer to Section 204 for benching specifications.
Embankment
Varies
(See note 4)
12° max (TypJ
Backfill layer
NO SCALE

~: _.
.~ : ;
REG. STATE PROJECT N0.
SE
NC
PRA•GRSM 1839
C.4
E ! V t/ :I
L
C
a
H
pk
O
i
a
F
b
C
0
r
3
0
0
n
u
M
M
S0
S
z
0
Y'
a
N
Q
M
m
O
O
!C
Note
Distance L is to be malntalned os the dlstonce to slope stokes
to establish the 61end of cut and fill slopes into the original ground.
A
8

/~~I !V SI.ALE
U.S. DEPARTMENT OF TRANSPORTATION
FEDE FERAL LANDS H GHWAY~ON
DETAIL
CUT AND FILL
SLOPE TRANSITIONS
sra+oaRO A~rROVeo FoR use -i-- E204L 1
ReV[SED:

CHECK DAM SPACING
(S)
c
y
a
a

r
0
ti
0
n
e

3
1 ~
z~
0
Y
a
N
7
M
O
CROSS SECTION
V DITCH

CROSS SECTION
TRAPEZOIDAL DITCH
Class 1 rip2p
Ponded water ~
1.1~Q
1•
~~ PITCH GRADE (G)
PROFILE VIEW
HITCH
DITCH
GRADE *
(G) CHECK DAM
SPACING
S (tt)
2% 75
3% 50
4% 40
5% ' 30
6% 25
* Do not use Check Dams below
2% or above 6% ditch grades
NO SCALE

6 ft Long post (max.J
Spacing 10 ft max. with wire Wire Mesh
Geotextlle fabric
NOTES:
B ~ Rlprap; Class 1
Middle and vertical wires
hall be r~ " mJn ° ~
~ E ' ~' 24" mm fuse only with
fnstallatlon of silt
1.
Use silt fence check dam Installation. for !pw
i
E
Top and bottom strand
° .
s ~ ~ ~ E
M 1 fence check damJ ros
on
flow conditions only when specified on
min.
shall be %
Wire ~
~ ~
~ 0 24' Control Plan.
(~ e
filter fobrlc
a a~~
~
2.
Wire mesh shall be a minlmum of 32 Inches !n
I ~~~~ I
~ Flow -~.. wldt6 and shall have o minlmum of 6 line wires
" ~`' ' "french //,~(~yy/,~y//~ with 12 loch. stay spacing.
Wood post driven 35" 6" 3. Filter fabric. shall be a minlmum of 45 Inches In
(Steel post driven 24"J Backfllled and compacted so11 width and shall be fastened adequately to the
i Into ground (min.J wire as directed 6y the CO.
II
1
,
Provide sufflclent length ~ ~
~ ~ 4• Steel post shah be 60 Inches minlmum In Aefght
l t

to prevent water from flowing , ,~, ~~~„ A, ~„I, ,~ ,
~,,, ~~~, .
~~~' ~"~~' i
.~ ype.
eself-fastener an le stee
and be of th 9
around the end of fhe silt fence
~ 5 ches minlmum In height
a
~
B i ln diameter
3 lnches
on
b. Extend wire and fobrlc into trench.
SECTION B-B
WIRE-BACKED SILT FENCE CHECK DAM
fSee nofe 2J
i
Llmfts of
Existing grouni
(und(sturbedJ
Staple spacing
Section A Section B 6' (maxJ
ELEVATION ~ Flow
Staple
Section 8
Section A
~~ Posts
Staple
'- PLAN
JOINING TWO ADJACENT SILT FENCE SECTIONS
o~
aE
~o
A °E
h
Spacing
10 ft max.
filter fabrlc~ w wre
Middle and verttca! wires
shall be ~ ' min.
Top and bottom strand
shall be %s" min.
Provide sufflclent length. to
preventwater from flowing
around the endof the sift fence ~,
A
~` E~EVaTioN
PLAN
W1RE-BACKED S1LT FENCE
INSTALLATION AT TOE OF F1LL
AI I VCIMiL

WIRE-BACKED SILT F
c NO SCALE sraronaan ncvaovEO wn usE -.~-.
~ REVISE: 6/99
c
~ _. -

1
r
1
i
a
e
M
0
x
4
11 /:.........L
A
I
0
NO SCALF
," .. ," ...__~ Yame
Geatext0e, Type P/
Frame
Drop inlet with grai
Gather excess at come
Bury geotextile to a
depth of 8" (min.) ~
below ground line,
~~
SILT FENCE DROP INLET PROTECTION (TYPE A)
x 1"x 1"wood frame
Drop inlet with grate -
Fltered water
Overflow
~d/ment laden runoff ~ Q
~~
~~
Grave! filter Extend mesh
Sediment laden runoff 18" IZ"(typ,)
min.
Accumulated sediment
ffil
'. Filtered :..
water
Wire mesh
NOTE:
i. For gravel Biters use Z" - 3"diameter coarse
aggregate.
1. Use wire mesh with y1"x'/1"openings,
C
~ ~ 3. Use Type A inlet protection in sump locations only
4. Use Type 8 Inlet protection only In sump locations
where heavy concentrated Rows are not expelled. Do
not use where ponding around the structure might
cause incronvenience or damage,
GRAVEL AND WIRE MESH
DROP INLET PROTECTION (TYPE B)
Curb inlet
.B
Y Y~ Wi ~La N y W
~rW.r .YWW ~ ~ ~ ~ J. ~rWi
Wire mesh
o i2" mlh. Wire mesh
J °' ° 11 11 a ~ ~~i-i~H~
i
' Filtered ~ '
water
Accumulated sediment
SECTION A-A
vrarcr nna
BLOCKAND GRAVEL DROP INLET PROTECTION (TYPE C)
G
' Gravel (extends across J
~ !~ entire opening length)
8 Concrete block
Gravel filter
Sediment laden runoff Wlre mesh
~ AccumWated sediment
Gravel frlter
Overflow ,Filtered water
' D ! D
D
Wire mesh ~ ~
2" x 4" wood stud, used
to retain rnncrete blocks Curb inlet
SECTION B-B
CURB INLET PROTECTION,
BLOCKAND GRAVEL (TYPE D)
inlet
SECTION C-C
CURB INLET PROTECTION,
WOODEN WEIR (TYPE E)
Emergency overflow
° ~ 2"x4"anchor(typ.)
. ~ Sandbag (typ.)
Z"x 4"spacer (typ.)
Z"x 4"weir
Wfre mesh
2'-n"
Sand bag or
alternate weight

REG STATE PR07ECf SHEE1
N0.
SE NC PRA-GRSM 1619 4Z.1
~L
c
a
Oq

~,
N
O
O
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL H]GHWAY ADM1N15TAATtON
EASTERN FEDERAL LANDS HIGHWAY DIVLS[ON
GREAT SMOKY MOUNTAINS
NATIONAL PARK
NeWFOUND GAP ROAD- 1619
OPTION 4
DRAINAGE PIPE PROFILES
1

REG STATE PROJECT SNO~ SHEETS
0 ON ~.
SE NC PRA-GRSM 1819 4X.4
NE FOU D G PRO D @ OLLI SCR EK P CNIC AREA ENT ~ NCE
,,,,,
_ _ _ _ ~ St~. 561+0.00 ~_l
_..~_ ~ 15b1+o~,oa r
s

1 1 3

REG STATE PROJECT SHEET
N0. TOTAL
SHEE15
OP T
ION ~ SE NC PRA-GRSM1619 4-X.3
-
NE FOU D G PRO D @ OLLI SCR EK P CNIC AREA E ~ ~ CE

- .82% +o.r % o. o% +8.o

558+5
.oo
verla
Gra
e = 2,
80.5
--~ -'

60+5

.00 Sta
verla 560+
Gra 0.00
e = 2, 1
74.5

-~ ~~ ~ Sta 558+ 0.00 I
5s+o .oo ver a ra e =
560+0
.00 erl Gra e = 2, 5.9

-8.0 ~ - . -3.26 . +4.7

"- ~ Sta
erla 557+
Gra 0.00
e ° 2, I
83.5 Sta 559+ 0.00.
_ !
59+5 .00

-2.1

557+0
.oo S
erl +
Gra 0.00
e = 2, 1
85.0
~ Sta
verla 559+
Gra 0.00
e = 2, 1
79.0
3 1 1 3 2 1 1 2 3
0
N
n

0
e
s
v
ti
M
0
0

O ION REG SPATE PRO]ECf SNO ~ SHEETS

N
E
FO
U
D G
PRO
D @
OLL
I
.~
'' SE NC P RA•GRSN 18 19 4-X 1
SCR EK P CNIC AREA E NCE -

- 00% •-9.87 .
__
-----
---
----- --
- ---- -----
--
-- ---
-8.00°
-2.1

Sta 554+ 0.00 I

ver a
ra
e = Sta 556+ 0.00 l

54+5
.00
56+5
.00 Overt Gra e = 2 86.61

- .00% -8.51° --- ---- ---- ----- `-- - __ - .00% -3.7

- - Sta 554+ 0.00
_ I Sta 556+ 0.00 l
+

0
l
l
n
y
0
00%
8 -7.1 °
. __ _

' Sta
verl 553+
Gra 0.00
e = 2, 1
94.0

--

-
-
-- i Sta
erla 555+
Gra 0.00
e = 2 I
89.5 ',
'--_"~
~~---
--~
55+5 .00 ,

-- _ _--' - '--- -- 1.2 - - ----- -
Q + ,,-
53+0 . oo Overt Gr e = 3 95J1 55+0 .oo Overla Gra e = 2 90.71

3 1 1 3 3
1
1
3

REG STATE PRO]ECI'
SNO SHEETS
1
SE NC
PRA•GRSM 1819 4-X.1

~'
OP ON
EA ENT NCE
NE FOU D G PRO D @ OLLI SCR EK P CHIC AR

~' Sta 552+ 0.00
B gin Cr wn~Co rection ~ End Crown Corre ion
° .
00
8 -2. 4% ,
-
.

a -_
verla Gra e = 2, 00.3
50+5 00 "
. verla Gra e = 2, 96.0
52+5 .00

-8.00 °. -1 2%
-

~,2
-
---- ---
- ---- --- -- ----

3
2

~
" ,
,
__ - -g, 0% _
_ --- ---- ---- --- ---_
---- ----- --
Sta 550+ 0.00 1 ~_
-
Overla Gra e = 2 401.69 _ --""" Sta 552+ 0.00 I
550+0 .00
ve a a e =
52+0 .00

'
U
i
,
i -7.1 % 0.90% - -
~,~ ~ • - ----- ---- --- ----- ---- _2 ,-
~"
k ~- " Std 549+ 0.00 1 _ °"
.~
~ _
~ ---
St
.551+
0.00
!
~. 549+5 .oo
~&

a
3
a
0
ti
h
n
m
ti
i
i
o ,
i ~

..
;2 ---
-
-

~
/
°

i
a - ---- ----- ---- ---- ? _ i
-
-- " Sta 549+ 0.00 1 _ -
~ verl Gra e = 2, 03.5 St .551; 0.00 1
a verla Gra e = 2 99.2
~ 51+0 .00
3
0 3 1 1 0
1 1 -3

~~
i
l
i
i
i
a
s ~
N
N
n1
°o
0
e
'L
4" Single Solid
Whlte Striping
_____~~ / %' 0 4" Single Solid. /
__---~" ~ White Striping
~ ~ ~ Tempoicry
Gdt/_ j~9 ~ .Concrete Barrier
u~
+is
_ __ ---~ -" ----- UND RDAD '-_~~ ~~
4' Double Solid ~
Yellow Striping
Q
&n
~,I f,~ / ~,--,~
Begin Option 4 I I y 'STOP;
-NFG- CL Sta, 548+67.00 ~
Tie to Existing Y ~ ~.__~
.Pavement Markings ~,~ y Sta 000+22 LT
4 ~.
a~
~° u
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition,
3. Signs shown reFlect existing signs and layout, proposed
informational signs shall follow sign schedules. TRAFFIC WARNING LEGEND
4. Locations of all permanent and temporary construction ~ Traffic Control Drum
signs as shown on these plans are approximate. Obtain
approval from the CO prior to 19nalizing locations. ~ Type III Barricade
5, See sheet 4-T.3 for. temporary construction signage.
6. Use Standard 635-11 for lane shift. See Standard 635-6
for lane closures.
End Option 4
-NFG- CL Sta. 561+05.00
Tie to Existing
Pavement Markings
0
0
v1
_-.~
- _____- 1 ~ ~her_= e~
--' ~~
~4" DDUbie Solid
Yellow Striping

a
M
~
a
N
~~
M
m
n"
y
0
0
e

a
e

3
n

~ .
a
3
M
i
~I
p
NOT TO SCALE
a
y
i. Obtain approval from CO of final location
and spacing of signs and devices.
2. Signs i and 3 shall be mounted with Type B
warning lights and warning flags,

TRAFFIC WARNING LEGEND
^ „ O.S. DEPARTMENT OFTRAN$PORTATION
(-~I~rj("~ Warning Llght, Type B, With Waming Flags FEDERAL HIGHWAYADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD -.1819.
p~/M PDrtabie Variable Message 51gn OPTION 4
TR,4FFIC' CONTROL
LOCATIQN MAP
- NPs PM75 NO.: 0905fi3

GENERAL NOTES:
1. Obtain approval from CO of final location and spacing of signs and devices.
2; See details 635-2, 635-6, 635-11, 635-12, and E635-14 for additional
traffic control details.
3. Cover all conflicting signs during construction operations while using details
635-2,635-6,635-11,635-12,and E635-14.
4. Place variable message signs/changeable message signs at locations shown
on the Traffic Control Map, and as directed by the CO. Coordinate message
text on the variable message signs through the CO. The contractor is responsible
for the variable message signs 24 hours a day, including the inputting/changing
the message and maintenance of signs.
5. No work on the entire project shall be permitted on weekends or holidays or
during the month of October. Holidays shall include all National legal holidays
and Goad Friday and weekends will begin at Noon on Friday and end at 8:00 AM
on Monday. No work shall be done the entire week after Easter Sunday. Na work
shall be done on the Friday after Thanksgiving, and no work shall be done from
December 23, through January 2.
6. The pavement depth differential between lanes of traffic shall not exceed 1 1/2"
when opened to traffic. Pavement differential restriction not in effect if differential
is behind a lane closure.
7. One, onle-lane closure will be allowed for Option 4. A maximum of 4 one-lane
closures will be allowed at any one time for entire project (Schedule A and Options).
Do not stop traffic for more than 10 minutes at one-lane closure setup.
8. Maintain two-way, two-lane traffic throughout the daytime from June 15 to
August 15.
9. Daytime hours one defined as from 8:00 AM to 9:00 PM.
10. Maintain two-way, one lane traffic using flaggers throughout the nighttime and
daytime except as noted above in General Note #5 and #8. All work, except final
surfacing, can be done at night with appropriate lighting plan as approved by the
CO. Fnal surfacing must be accomplished during daylight hours.
i
i
Y
it
NEWFOUND GAP ROAD:
The Contractor shall construct Newfound Gap Road Widening at the Collins Creek
Picnic area while applying the following:
Sheet 4-T.4
1. Install temporary control signs and devices per Sheet 4 T.3. Obtain approval
from CO of locations.
2. Install erosion control devices.
3. Construct the temporary lane shift per the traffic control plan and Detail E635-9
prior to commencement of work,
4. Using Detail 635-12 construct culvert extension. Construct Newfound Gap Road
Widening up to bottom of the aggregate base course.
5, Sawcut existing edge of pavement. Place pavement up to but not including the
final 1 ,gyp of SACP.
6. MIII existing pavement to the extents of the roadway widening. Place final
surface layer
7. Place final pavement markings and permanent signs.
8. Obtain final approval from CO.
9. Remove ali temporary traffic control signs and devices and open road to traffic.

~~
0
c
ti
c
a
M1
r
F
L
4"Solid Chevron -
Striping in Gore
See Detaii E634-4
4" Single Solid
White Striping
~ Gatlinburg
~----
4" Double Solid-~
Yellow SMping
I Collins `~ I
-Begin Option 4 i Creek j
-NFG- CL Sta, 548+67.00 I---------------~
Tie to Existing Pavement Marking CL Sta 552+34 RT
NOTES;
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
Pavement markings are referenced to the centerline
alignment.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall. follow sign schedules.
r-------------,
laColinsl
I Creek I 4" Solid Chevron
I
I___________ _J Striping in Gare
CL Sta 557+32 LT See Detail E634-4 End Option 4
RELOCATE -NFG- CL Sta. 561+05.00
Tie to Existing
4" Single Solid Pavement Marking
White Striping 4" Mini•Skip
r______________I White Striping
~ C~ Gatllnburg ~ / ,,, _
~ Cherokee ~
CL Sta 554+63 LT +SO +55 +55
RELOCATE
-'""" ~4" Double Solid
j Yellow Striping
.~.~~ ~ ~ +10 "Single Solid
+Orr~~~ 4~` White Striping
L M~ CL Sta 557+52 RT
Limit of Option 4 ~"~ °~', ~/ ,~ ,~~ 45
Tie to Existing I I ' STOP I CL Sta 556+12 RT
Pavement Markings ~ I w ~\`" /I
w
W e ~ Sta 000+22 LT
u~
Q J
Zti Q
~V V
oa
oa"--~
Cherokee
k ~~~

t

Lett Wi #5f18 thru #5F38
Rlg t Wing #5F40 thru #5F48
~~
~ a;
o #SF26 (LeR wing)
q N #5F27 (Right wing)
ti ~ ,',' .,, a. ,° ~ .., ° ° ,.
. ,~, ~ . ,~
fo
2 - #5F24 (Left w/ng)
2 - #SF25 (Right wing)
i1'-0" (Left wing)
9'-9" (Right wing)
SECTION B-B
,~ _-_ 11'-0" (LeR wing) A
#SF39 Left WJng
#5F49 Right Wing
- * #5F2
' * -These bars.
shown in box r~
• bar Ilst.
ti,
#4W16
~ *s
#5F3 (3 total)
Y
SECTION C-C
o

a 1-#4W14 Lett Wing
w 2-#4W15 Right Wing
3 {,j i
~ N
3 M ~ ~.
c

4 '~

y A

° ~ '
r-
--
--

-
Q
~ ~ di
~ I C .C

1-#4W6 thru #4W9 Left Wing Op(rona! 3
const jt
2-#4Wi0 thru #4W13 Right W/n
e
a 3
S ' `0 0 2-#4W4 LeR Wing Construction ; 1- #SF3 3 a
m ~ 1-#4WSR1ght WIn9 joint I ~ N
I ~
3
e @i -
`~. #5F3
o
h ~ (Stream face) n
~qp
N II ' y
"
~
~ N O
ti ~
y
y

=

-

-
-

-
-

'
Construction joint
e - - -------------- -----------------
--
B
g
t

t e
ry - #5 F"bars
~
~
I
I
' #5F28 thru #SF38 LeR Wing
#5F39 LeR Wing
#SF40 thru #5F48 Ri ht Win
9 9 #5F49 Right WJng
Left win 10 spa. ~ 1'-0" = i0'-0" 2-#5 F4 thru 1-#5 F14 9" 7"
Right wing 3 8 spa. ~ 1'-0" = 8'-0" 2-#5 F15 thrv 1-#5 F23 6" 3 7"
ELEVATION A ~ ,
(Left wing, right wing similar)
REINFORCING BAR SCHEDULE
LEFT WING
BAR NO• SIZE TYPE LENGTH
F3 3 5 1 9'-3"
f4 1 ea 5 1 4'-10"
thru of 5 1 -
f14 22 5 1 8'-1i"
F24 4 5 STR 11`-4"
F16 3 5 STR 14'-3'
F28 i ea 5 STR 3'-2"
thru of 5 STR -
F38 11 5 STR - 4'-5"
F39 1 5 STR 4`-7"
W4 6 4 STR I1'-8"
W6 1 ea 4 STR 9'-9"
thn~ of 4 STR -
W9 8 4 STR 1'-5"
W14 1 4 S7R 11-6"
W16 16 4 2 1-8"

~ ~
REINFORCING BAR SCHEDULE
RIGHT WING
BAR NO• SIZE TYPE LENGTH
f3 3 5 1 9`-3"
F15 2 ea 5 1 4'-10"
thru of S 1
F23 21 5 1 8'-11"
f15 4 5 STR 9'-1"
F27 3 5 STR 12'-0"
F'40 I ea 5 .STR 3'-1"
thru of 5 STR
f48 11 5 STR 4'-4"
F49 1 S STR 4'-6"
W5 6 4 STR 9'-5"
W10 2 ea 4 STR T-il"
thru of 4 STR -
W13 B 4 STR 2'-1"
W15 2 4 STR 9'-5"
W16 16 4 1 1 `-8"

*~
*~
* If wing footing is lowered 1' add 1' to length of F3 thru F23 bars.
** If wing footing Is lowered 1' add 2-W4, W5 andWi6 bars.
Stream face
11 I
_ #4W24 Leif Wln
o #4Wi5 Right Wing
NOTE:
Box reinf. not Fill face
shown in elevation fj~
I" D
#5 "F' bars
0 3
BAR TYPES
O
1011 ~"
M
~~
O ~ ~
~~~
" ~"
H ~~
i ~ ~
M^
1'-1"
All dimensions are out to out
~ ~ Construction joint with
~ ~a"x31"key
#SF26 LeR Wing
#SF27 Right Wing
6"
I I
G
b ,~N ~ - '
~ "'
- #5 "F" Bar M ii
6" #SF24 LeR Wing
#5F15 RIghE Wing
SECTION A-A

REG STATE PROJECT SNEEr TOTAL
N0. SHEEfS
NeW Exten510R FJdSI'!n CulVen` SE NC PRA-GRSM 1819 45.3
10`-10" Similar to detaJl "A"
FHWA STRUCTURE NUMBER 5460-093R
Fil! S/o e 1 •i
a
a
P
See detail "A" __
~~ ~ ~~ ~ slab @ 1'-6"spa. Optional ~
~• Ll Const 1t._ N
~~~ -a; r-
.~... .• ,
••. ;
o
i ~ e o 3 ', ;
~~ ~ ,
fh ' ^~
o ~,
~ ~ BS
~' a~~i a ~ ° °~' -- -
~...
0 0 ~ *0 ~ ~~
~ ` ~~ ~\ ~ , #454 0712" spa.
F.- IOw --------`~ -----
Center in bottom
1,~„ 1'-0"slab (~ N+alls
ELEVATION DETAIL"A"
Q
10'-10" Exlstln Culvert
. ~.~ v •~ ., .~. ~.,
'• •'
rnP~ :~ ~ ~. . , .. .
Z- --------------------------------------- - - #453 .. ,
BAR TYPES REIN FORCING BAR SCHEDULE
g" BAR N0. SIZE TYPE LENGTH
*Fl 88 5 1 8'-6"
FZ 12 5 Str 10'-6"

*WS 40 4 Str 10'-b"

Si Z2 .7 Str ZO'-7"
SZ ZZ 7 Str T-4"
S3 58 4 Sfr 10'-6"
54 50 4 Z 4'-1"

H1 4 7 Str 24'-8
Q k 3 Dl 37 5 Str 2'-b"

~ _
o
~
~ ~

`
"
FI 1
'S
WZ 3'-0"

All bar dimensions are out to out
5" 10 spa @ 1'-0" =10'-0" S" * If box footing is lowered. i' add 1' to length of Fl bars.
#7WZ (Typ ext; comers) k 1-#7S1 ** If box footing fs lowered 1' add 8 Wi :bars. ;
--
----- -
NOTE; ------ "
Wings not shown - --------------------------------- -
fordarity, °
~ ~ Optional Const Jt.
u N ~ 3 ~ for phased rnnstrvctlon
- y o '-0" T-0" ~-0~~
ti ~ v t 1'-0" T-0„ '-0" T-0"
~ #7W2
H N ~ ~ b" 6 spa ~ 12" = b'-0" b i v #7S2
Z-#4S3 (Typ.) #7S1 I N
------ - - °o °
~..
-I- --- --------------------------------- - - Z"d. ~ ~. 4" j ry
2-#45Z 3" Dla, ry i ~ ~ Optional
~ ~ CORS('. IG
o CfYP~) Weephole #SFI ~ @~ ~ °
(~YP~) '
,~ 1~1'P•) a ° Consk Jt. with N a ~
N " ~ ~' i"x3~'z"x3~" w
J ~, ,~ . l o
...
,. .. ,..
~. ' o . ~ . '' ~ .'> . ~', ~ M
3 ..
r 3"
#5FZ
(ryp: ea. ttg.) ~ ~) (TYPO #sFZ coot
0
s-#4w1 ~ SECTION B-B
GYP. each wall)
U.S~ DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DNISION
.. .,, o,,. ...... ...
' t ' ~ ~' ~ '' ' _______ ________ GREAT SMOKY MOUNTAINS .NATIONAL PARK
NEWFOUND GAP ROAD.- 1819
5" 10 spa ~ 1'-0° = 10'-0" 5"
#5F1 (Typ: ea. wa11) CULVERT BARREL.
B /--I
PLAN
NPS PM35.N .. WO 3
'~

1
i f
a
r
i
L

NOTE:
Existing wings
not shown, c
M
H
I
h
I'~-~/ ExisBng I ~ ~ I C I ! I I I I I
Headwall l.. III ' III I
I I I I I I I I I I I I I 1 11 1
I ~ 1 1 I - I I I I I I ~ I I I I I I
I I I I I I I 1 1 1 ~ I. I I I I I
f___T_f_f_____ _________________TTT___TT_T___________}____________f_fT__-_il-T
I III - III III ~ I11 III
I I I - 11 1 I I I' - I I I I I
I 1 1 I 11 1 11 I ~ 11 1 I I I
I I I I I I 11 1 I I I I I I
I-I ~ ~ I 11 11 ~ ~ I I I - I I ~
I I I I I I I I I I I I -I I. I
II II II II 11
' I I I I I I I I I I I I 1 1 ~
II II II II II
I q Iii iiI ~ Iii' iiI
e 3 I I I I
l N ~ l ii iil - ~ Iii iil
III' H gill' Ili I11 III
ll ~ v III III. III -III
I Z I I I I
' I l i I I I 11 ~ ~ I I I I I I
1 I ~
I I
I I ~
i i I
I I I
I I I
I. 1 I
I I I
i i I 3
I I ; ~
I I I N
I N
II' t
~~,
1
b
o O,
S "' ~ 'Tee. (-
~ ~ sn
r I s,
s
k
by
{ ~^ 11 `-6"
i I I' I
t I I I
1 I I I
I I I I I I I
I I I I
I I I I I I
11 1
I
I i l l I I I
I I I I
I II
I I I I
II
I
I I I
I 11 1 I I
11 1
I I I I
I II I I I
it
1 1 ~ I i l
I 1
I III
I III
I
ii ii
I
i I I I ii

I I I
1 1 1 11 1
11 II
11 I
I I I I
I
I I I I
I
I
~ Culvert
il'-6"
15'-0"
PLAN
11'-6"
8I
~ I
a
e
i
i
l i'-6"
r
b
tl'
e
~I
~o
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
$E NC PRA-GRSM 1B19 4.5.2
FHWA STRUCTURE NUMBER 546D•093R
N U.S. DEPARTMEPIi OF TRANSPORTAT[ON
FEDERAL HIGHWAY ADMINISTRATION
= EASTERN FEDERAL 1AN05 HIGHWAY DMSION
`D GREAT SMOKY MOUNTAINS NATIONAL PARK
"' NEWFOUND GAP-ROAD -1Bi9
HEADWALL AND WINGWALLS
suleu~rar
. NOS PMTS NO.: 09563
`~•
~a
W~
C
2 q
O
H
H
H
0
h
Q Weep hole (typ.)
/i titi 16° '~~
i n~' ~ ^~
6
6'-IU3/a" 1'-1iF"~

ieft wing z,-6" Rignt Wing
Grp-1
END ELEVATION

~~
555150 ¢
Remove Wing WaIIs.LT
Remove Concrete Apron LT
Extend 3 @ 7x4' RCBC-10,81E
with Wing Walls
548180 f1 See Sheet 4-5.1 for
i8"CMP Culvert Extension Plans
See SCR Section 108.01 for
Parameters on Work Time Limitations
0
x
k
S
d
C
a°
~`i
W
Picnic Area Entrance
2-19'x11"CMP
0
Y
S
Q
h
h
M
h
0
0
L
NOTES;
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
Station

Cher,_~
w
~ x
w u
as m
Uq J
' ~~ o
~U U
a
~~

i
a
°
z
a
s
t
Q
h
Q
M
ti
N
Q
1
L
CURVE INFORMATION
EWFOUND GAP ROAD
Curve = NFGCCC2 Curve = NFGCCC3 Curve = NFGCCC4
PI 554+48.04 PI 560+08,66 PI 560+79.30
D= 11° 15' 06" (LT) 6= 7° 22'.00" (RT) ~= 6° 32' 41" (RT)
R = 1,250.00' R = 700.00' R = 450.00'
T = 123,13' T = 45.06' T = 25.73'
L = 245,47' L = 90.00' L = 51,40'
548+80 ~
18"CMP
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Cherokee
'~~
535+50 ~
Remove Wing Walls LT
Remove Concrete Apron LT
Extend 3 Cm 7x4' RCBC- i0.8 LF
with Wing Walls
See Sheet 4-5.1 for
Culvert Extension Plans
See SCR Sectioh 108.01 for
Parameters on Work 71me Llmltatlons
~~

-NFG- WL STA 561+05,1, 11.8' RT
Plcrtlc Area Enhance
2-19 x11"CMP

L
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 4.8.4
LOCATI ON PANEL SIZE T XT SIZE
Sign

No. Text

No.
Sign Text
Station
Side
Width
Nei ht
9
Area Corner

Radii Border

Width Margin

Width
Numbers Upper

Cose ower

Case
'

Series Color

Comb,

Quantity

Total Area
Su ort
PP
Wo Pay) Remarks
(in.) Go.l (sq ft) (inJ (in.) (in.) (inJ fio,) (
~.) (s ft)
Portable Sign (IJ
00 Black
- - l0 1(11!2
8 R4-l SS ~
P 24 30 5 See ote 1 on 2
A Orange =l2
Portoble Sign (U
Requires Double -Post
ROAD Black
- - I 18 1(2)12
9 W5-1 NARROWS 36 36 9 See ote on 2
Orange =24
Portable Sign (I)
No Black
PASSING - - l2 1(1)12
10 W14-3 48 36 6 See ote J on 2
ZONE
Orange °l2
Portable sign
Black
- - 4 25 -
ll W6-3 30 30 6.25 See ote 1 on
Orange

Portable sign
B10ck
S~ppJ, NO PASSING. - -
4
J5 -
12 Panel NExT xx MILES 18 30 3.75 See ote 1 on
Orange
Place 1 Mile Apart Along
Black Length of P.roJect, Each
UNEVEN - - 2 l8 2(2)12 Side of Road
lg W8-ll 36 36 9 See ote 1 on Requires double post
LANES Orange. =4B

Sheet Total
/6
1
90
U
96 U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAYADMINtSTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
>vorES:

1. See "Manual on Uniform Traffic Control" and "Standard .Highway Signs"
Total
32
257
.240
GREAT SMOKY MOUNTAINS
NATIONAL PARK
9
NEWFOUND GAP ROAD - 1B1
for dimensions. Rounded Total 32 260 240 OPTION 4
roximate Location
il f
A
t
l Pl
d D
t CTIOri
.
or
pp
e
a
an an
ro
2. See Traffic Con coNSTRU
3. Final locations of the signs shall be approved by the CO. ~ SIGN SCHEDULE
NP5 PMTS NO.: 090563
4
h
N
0
0
-1

L
. ;
0
Y
n
N
n
0
0
M
REG STATE PROJECT SHEET
N0. TOTpL
SHEETS
SE NC PRA•GRSM 1819 4.83

LOCATION PANEL SIZE
~ TEXT SIZE
Sign
No. Text
No. Si n Text
g
Station
Side
Width
Heght
Area Corner
Radii Border
Width biargm
Width
Numbers Upper
Case ower
Case
Series Color
Quantity
Total Area
Support Remarks
(inJ 6a1 (sq ftf (in.) (in.1 . (in.) (inJ (in.l (inJ Comb. (s ft) (No Pay)
Mount warning lights Type B with
ROAD
Black flags on each non-portable sign
l W20-1 WORK - - 48 48 l6 2(2)l2 Requires double past
' See ate I on 2 32
AHEAD =48
Orange

END Block Requires double post

2
G20-2
-
-
48
24
8
S 2(2)12
ROAD WORK ee ate I on 2 16
=48
Orange
Mount warning lights Type B with
MOD ROAD WORK BIaCk flags on each sign
3 NEXT .25 MILES - - ~O 30 12
5 S 2(2)12 Requires double post
G2O-I EXPECT DELAYS . ee ate I on 2 25
=48
Orange

ONELANE Block
4 W20-4 ROAD - - 48 48 l6
See ate l on 2 32
AHEAD Orange
Mount in combination with other
) Block portable signs
5 W13-( V` _ - 24 24 4 S t
l
ee a
e on 4 16
M F H Orange

~ Black
6 W20-7a - - 48 48 16 S t
. . ee a
e I on 2 32 -
Orange.
Mount in combinatioh with other
XXX Black portable signs
T W/6-2 - - 24 IS 3 S t
1 -
FEET ee a
e on 2 6
Orange
,I Sheet Total l6 l59 l44 uFEDERALHIGHWAYADMNISIRATIONN
IYOT ESr EASTERN FEDERAL LANDS HIGHWAY DIVISION
1. See "Manual on Uniform Traffic Control" and "Standard HlgliWOy SIgnS" GREAT SMOKY MOUNTAINS
for dimensions. NEWFOUND GAPLROAD - 1819
2. See Traffic Control Plan and Details for Approximate Location. OPTION 4

3. Final locations of the signs shall 6e approved by the CO. CONSTRUCTION
SIGN. SCHEDULE

'L
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC pRA•GRSM SB19 4•B.2

PAVEMENT SUMMARY

PAY ITEM PAY ITEM
40101-0600 40101-1400 PAY ITEM PAY ITEM
PAY ITEM PAY ITEM pAYITEM PAY ITEM
30501-0000 5uperpave
Pavement Superpave
Pavement 1-Inch
~ 41301-0400
As halt Pavement
P 41501-0000
Paving
R Length 20315-0000
Sawcutting 20401-0000
Roadway 30101-1000
e
B
t Aggregate ~
1/2-Inch Nominal Nominal Milling, 1.5-Inch Geotextile, Type
ange
Location /Station
Pavement
Excavatlon e
as
Aggrega
Grading C (TON) Topsoil Course
ON
~ ) Maximum Size

0.3 to
ggregate
A Maximum Size

A regate, 0.3 to
g9 De th
(SQYD) 6
(SQYD)
(LNFr) (CUYD) ,
<3 Million ESAL <3 Mllllon ESAL
(TON) (TON)
026 276
NFG Road Sta 548+67 to 561+05 1,238 1,238 157 353 52 332 362 3

a
026
3
276
?; TOTAL 1,238 157 ~ 353 52 332 382 ,
m

E
E
EROSION CONTROL SUMMARY
m
a
0
c
0
~ PAY ITEM PAY ITEM
15705-0100 Soil 15706-0200 Soil
~ STATION Erosion Control, Erosion Control,
,
i Silt Fence Check Dam
(LNFT) (EACH)
0
~
1
a NFG Sta 548+67 to 561+05 1250

4
I As Re uired 3
U.S. DEPARTMENT Of TRANSPORTATION
~ FEDERAL HIGHWAY ADMINISTRATION
'~ TOTAL 1250 3 EASTERN FEDERAL LANDS H[GHWAY DMS[ON
GREAT SMOKY MOUNTAINS NATIONAL PARK
a NEWFOUND GAP ROAD -1819
o OPTION 4
PAVEMENT AND EROSION CONTROL
SUMMARIES
m
0
0
N
p~

PS PMTS N .:090563
ti -

L_

0
Y
F
e
q
N
h
0
N
~`,
N
REG STATE PRWECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 4.8.1

oa
M
m
Fi
E

i

i

I
I

.
h
m
i
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL H[GHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD -.1819
OPTION 4
TABULATION
OF
QUANTITIES
- - NFS PMTS NO.: 090563
Pay Item Item Description U
it Quantity
n NFG Road As Required Totals
15101-0000 MOBILIZATION LPSM 1 1
15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM 1 1
15401-0000 CONTRACTOR TESTING LPSM 1 1
15705-0100 SOIL EROSIOM CONTROL, SILT FENCE (WIRE BACKED) WFT 1250 1250
15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 3 3
20102-0000 CLEARING AND GRUBBING LPSM 1 1
20301-1200 REMOVAL OF HEADWALL (RCBC WINGWALL) EACH 1 1
20303-1600 PAVEMENTREMOVAL SQYD 25 25
20315-0000 SAWCUTTING PAVEMENT LNFT 1244 1244
20401-0000 ROADWAY EXCAVATION CUYD 157 8 165
20403-0000 UNCLASSIFIED BORROW CUYD 425 425
20801-0000 STRUCTURE EXCAVATION CUYD 15 15
30101-1000 AGGREGATE BASE GRADING C TON 353 353
30501-0000 AGGREGATE TOPSOIL COURSE TON 52 3 55
40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3
MILLION ESAL TON 343 343
40101.1400 SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3
MILLION ESAL TON 391 391
41301-0400 ASPHALT PAVEMENT MILLING, 1.5-INCH DEPTH SQYD .3026 304 3330
41501-0000 PAVING GEOTEXTILE,TYPE 6 SQYD 276 276
55201-0100 STRUCTURAL CONCRETE, CLASS A CUYD 36 36
55401-1000 REINFORCING STEEL LB 4164 4164
62501-0000 TURF ESTABLISHMENT, ACRE 0,2 0.2
63316-1000 REMOVE AND RESET SIGN EACH 2 2
63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID LNFT 7376 7376
63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN LNFT 96 98
63405-2900 PAVEMENTMARKINGS, TYPE H, TURN ARROW EACH 1 1
63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6
63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH EACH 75 75
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4
63503-0400 TEMPORARY TRAFFIC CONTROL-CONCRETE BARRIER LNFT 400 400
63503-0700 .TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 4400 4400
63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL LNFT 4900 4900
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 260 260
63506-0500 TEMPORARY TRAFFIC CONTROL, fLAGGER HOUR 83 83
63701-0000 FIELD OFFICE. EACH 1 1

U.S. -DE~AATN4IEN~' ~F T~IIE INTERIOR
DESCRIPTION OF PROJECT
PROJECT LENGTH:
Newfound Gap Road .............................0,13miles
IMPROVEMENT;'
OPT70N 4
Roadway widening of Newfound Gap Road to add a tum lane at the
entrance to Collins Creek Picnic Area. Improvements include resurfacing,
paving, grading, drainage, pavement markings, and traffic control.
ROADWAY WIDTH SURFACE BASE
Newfound Gap Road 22R SACP AGGREGATE
DESIGN DESIGNATION
NEWFOUND GAP ROAD
ADT(1007) 5,190
ADT(2017) 7,710
DHV 2,300
D 50/50
V 50
C/A PARTIAL
e(max) MATCH EXISTING
SPECIFICATIONS:
"Standard Specifications for Constrodlon of Roads
and Bridges on Federal Highway Projects", FP-03
U.S. Customary Units
PLANS PREPARED BY
Kimley-Horn and Associates, Inc,
PO Rox 33068 Raleigh, North Carafina 27636
FOR
U.S, DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LMaDS HIGHWAY DNISION
STERLMG, VIRGIINA
JANUARY 2008
~,`~
NE~ROgOD GAP
COLLINS CREEK
PICNIC AREA
OPTION 4 INDEX TO SHEETS
SHEET
NO DESCRIPTION
4-A.1 LOCATION MAP & INDEX OF SHEETS
4-A.2 THRU 4-A.3 TYPICAL SECTIONS
4-B.1 TABULATION OF QUANTITIES
4-B.2 PAVEMENT & EROSION CONTROL SUMMARIES
4-B.3 THRU 4-8.4 CONSTRUCTION SIGN SCHEDULE
4-C.1 LINEGRAPHS
4-E.1 EROSION CONTROL NARRATNE
4-E,2 EROSION CONTROL PLAN
4-S.1 THRU 4-S.4 COLLINS CREEK CULVERT EXTENSION DESIGN
4-T.1 SIGNING AND MARKING PLAN
4-T.2 TRAFFIC CONTROL NARRATNE
4-T.3 TRAFFIC CONTROL LOCATION MAP
4-T,4 TRAFFIC CONTROL PLAN
4-X.1 THRU 4-X.4 NEWFOUND GAP ROAD CROSS SECTIONS
4-Z,i DRAINAGE PROFILES
9~
9,~m~
'~ <
~~
= 6~~G
GP,~~yO
L
NA~CI®NA~, ~AI$~. ~lE~$V~CE
_~y~
~~~~ 1L ~~~~ JL ~®'U 1V JL ~~1V
N~T~®NA~~, ]~Al~]~
UNESCO e/~/ ®~~~ ~ Ili IFK ~~~~~ ~~~~
PLANS FOR PROPOSED
PROJECT PRA-GRSM IB19
OP~101~ 4
ROADWAY WlDEN1NG OF NEWFOUND GAP ROAD TO ADD A TURN
LANE AT THE ENTRANCE TO COLLINS CREEK PICNIC AREA.
SWAIN COUNTY, NORTH CAROLINA
0
p~
0~
SMOKEMONT
CAMPGROUND
,r
z~~
LOCATION MAP
MINGUS MILL
PARKING AREA
OCONALUFTEE VISITOR
CENTER
~~
0~
~~
G~
COVE
FDR ROAD

e
a
v
0
M
I ~
°o
m
L

` ~

i

a
0
Y
a
e
O
N
O
N
b
N
T REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
OI
f ON
-
1 SE NC PRA-GRSM 1819 3•Y3
TO ST NG OAD

S a. 14+ 4,07 Sta. 4+64. 7
- % +.2 % -
I Z

-
----
-----
---- St
-Des. . I4+5
GrQd .00
= 1
.5~-
-----
----
-----
-- -
-
- --
-

14+50
00
Orl
.Grn _,
. = 2J
1.15

- S
e . 14+
g(} 4r 3.02
oooion

- Sta.
Begi 14+33
Tran 02
pion
L2 i2

-

----

---

- ---

Des

rod

2,1

.16 --- ----- ---- ----- ----
----
-

---
-

'
14+0o
ao u
Orl ra e
.Grn = ,
= 2,l
2.14

S
E a. 13+
d Tran-
-4, 8.79
ition
0° Sta.
End
_ 13+58
ransit
+ 79
n
~2
-- ----- ---- ----- ---- ----- ---- ----- ---- ----- --- ~ ..-r~+ .orr -r-- ---
---
-----

Su
Orl
rode
Grnd _ ,
= 2,12
= 2,12
.93
.05

S 3 1 1 3 0

REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
0 IAN SE NC PRA•GRSM 1819 3-Y.2

TO ST ING OAD

Des.
Su Grad
grade = 2,l
= 2,12 .44
.57
13+00 00
S
e a. 12+
g +T2
O 1J4
00%n Sta.
a=g(n 2+81.
2 OOot 4
on

--- ---- ----- ---- ----- -

S
E
a. 12+
d Tran
2.52
ition St
Des .12+5
Grad .00
= 2,1
_ 1
5.16
sta.
End
2+42.
ansiti
2

1z+5o
0o e o
Orl
.Grnd
° 2,12
.77 e=
' B
e gin Tr
(+) 3 nsition
00% Begi
e= (- Transa
3.00 ion

_ 0%+
_
_

st
Des. . i2+o
Grad .oo
= 2,1 r
.40

1z+oo
00 u
Orl ra e
Grnd = ,
= 2,12
.46
6 1 1 3 5 0
0
0
a
h
0
a
C

i
a
a
y
H
h
O

REG STATE PROJECT SHEEP
N0. TOTAL
SHEETS
O ON SE NC PRA•GRSM 1B19 3•Y.1
TO ST NG OAD

S
E
e a. li+
d Tran
+ 3 5.00
ition
00% Sta.
End
e= (- 1+55.
nsiti
3.00° 0
n

----

----

-----

----

-
---
-
-----
----
-----
-
_----

-- . .
-----
----
-----
----
-----
--
-----
----
--

S
Des. . I1+5
Grad .00
= 2,1 1
.25

11+50
0o u
Orl ra e
Grnd = ,
= 2,12
.99

-l. 8% +1.5

s
Des. , rJ+o
Grad .o0
= 2,1 1
.70
~~
~1+00
00
Orl
.Grnd -,
= 2,l
.57

B
e gin Tr
Matc nsition
Existi
g

-2

0%

+2.0 Begi
e= M Transi
tch Ex ion
sting

St
Des. . J0+9
Grad .00
= 2,1 1
.78

i
o+95
00
Orl .
Grnd -,
= 2,1
.66

__ S G+CQ ~ -- _ ____ ____ _ ____ __
3 1 1

REG STATE PROJECT SHEET
N0. TOTAL
SHEEfS
SE NC PRA-GRSM 1819 3-X.12
OP ON

NE FOU D G PRO D @ OW TRIN ROA INT RSE ION

.2- .85i~ .15% ___ __-- -

--
-----
----
-----
----
-----
---- _----
St
.715~
0.00
1

-
"~
~:Z"4 85%+ .15%_ ---- __ _" --_~ "~-
--- --~
- _
-- ----- ---- ----- ---
-
-----
-`
St
Overl
. 714*
Gr
0.00
de =
1
,117.10

4

,.

Over! y Gr de = ,!18.01

14+0 .00
3 i i 3

O P ON REG STATE PROJECT S p~ SEETS
SE NC PRA-GRSM 1B19 3-X.11
N E FO U D G PRO D @ OW TRIN ROA INT RSE IO -

° } ,_,

St
Over! .713+
Gr 0.00
de ° !
18.96
13+5 .00

-3.77 +4.23 °. __- -- '
a
~

9
-
-----

---
-

----- --- --'
i St
Over! , 713+
Gr 0.00
de = 1
119.87
13+0 ,oo

E
E
e d Cro
d Iran
Matc n Corr
ition
Existi coon

g

, --
ti.2 3.25% +4. 5% , _,. "'' '

Overla Gra e = 2 20.86
12+5 .00
6 5 3 1 1 3
v
C
0
e
N
0
8
a

0
s
0
Y
8
.~
REG STA TE PROJECT SHEET
N0. TOTAL
SHEETS
SE N C PRA _
-GRSM 1B19 3-X.10
OP ION
ry
NE FOU D G PRO D @ OW TRIN ROA INT RSE IO

S a. 712 02.87
C own C rrectio

1 Z - -- - ---- ----- --- --- - -~ - ,

- ----- ---- ----- ---- -- St 712+ 00
0 !
- l
O .
Gr .
e = 80
121
ver .

,~

-- ----- - -- ---- st . T11+ .o0 1

11+5 .00

3
1 1 3 5

REG STATE PROJECT 5 0~ HE S
OP ION 5E NC PRA-GRSM iB19 3-X,9
NE FOU D PRO D @ OW TRIN ROA INT RSE I0

_ y ,
-~
-- ----- ---- --- - ---- ----- ---- ---- --- -- st . 7r1+o .oo I
~ = _ ,..~
11+0 .oo
ti
Z
~~
m
x
F i~
~.
b
~ ,
r ,
H i
a S a. 710 50 /, ,
C own C rrecti ,~
o E d Tran ition ,~
0
N
+6 ,
o
C~ __ - __ -
Y -.
v St .710` 0.00 1
Overla Gra e = 2 24.04
710+5.00 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

a
3 1 1 3

a
a~
m
REG STA TE PROJECT SHEET
N0. TOTAL
SHEETS
SE N C PRA •GRSM 1819 3•X.6
0 ON

NE FOU D G PRO D @ OW TRIN ROA INT RSE ION

,
,
,~
,
,
,~

`.2 0.37 ° +7.6

.2
, ---- ----- _ ---- _ ,
,
f
_ ____ verla Gro e ° 2 25.09

io+o .oo

, .

,~

1.2 .47%
+8.4
---- -_
---- -_
- ----
Overl Gr e = 2 126J2

3 1 1 3

REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
IAN
SE NC PRA-GRSM 1819 3-%.7
NE FOU D G PRO D @ OW TRIN ROA INT RSE IO `

'~
S a. 709 00 ~'
B gin Cr wn Co ectio ,
,~

----- ---
-- ---- - -- ----- ---- ----- - -- ----- ---- --'~ St 709* 0.00 1
ver a ra e =

n

,~

. 61% '
.2 ----- ---- ---- ----- - -~ --
-- ----- ---- ----- ---- ----- - -- ----- ---- '~~ St 708+ D.00 l

08+5 .00
0 5 3 1 3
0
N
b

z
s

REG

SE STATE

NC PROJECT

PRA-GRSM iB19 SHEET
N0.
3-X.6 TOTAL
SHEETS
OP ON

NE FOU D G PRO D @ OW TRIN ROA INT RSE ON

,~

,
,'

- - ---

~
-- ----- ---- ----- ---- ----- --- ----- ----~ ~ St
Overla 708+
Gra 0.00
e = 2 I
28.88

os+o oo
.

,

- -- -

~
Z
--- --
----
----
----
--=.
----~
-~
~ + 00
0 l
-- ----- ---- ----- ---- ----- --- ----- --
-- St
Overla 707
Gra .
e = 2 29.88

07+5 .00

0

Y 3 1

x
1
5

REG STATE PRO)ECi SHEET
N0. TOTAL
SHEETS
OP ION SE NC PRA-GRSM 1819 3•X,5

NE FOU D G PRO D @ OW TRIN ROA INT RSE IO

,'

S a. 707 25.00 ''
E d Cro n Corr coon
e a c xis i g
Z
0.80°.
7
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-- ----- -
Overla
Gra
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30.68

07+0 .oo
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"
-- ----- - -' ~~~~ St 706+ 0.00 I
Overl Gr de = 31.67

3 1 1 3 0 5
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7emparary
Silt fence
e
Existing ~`1l y~oP
'; Ground ~_
1 Flow
--~~
1 zl 2:1 _
Temporarily Grade
NF to Drain
Instal! type 1A Erosion
Control Matting in
Temporary Diversion
Channel Detaill i3+28
~~s°k Install 31 LF-14" HDPE TYPE S PIPE
Install Stone Headwall LT and RT
14+33
Insta11441F- 24" HDPE TYPE S PIPE
Install Stone Headwall LT and RT
1/
I ~
(/
~~
j Temp. Dlverslan
z 706+45 ~ Channel (7yp.)
Install Concrete Plpe Collar LT See Detail 1; ~
Install 11 LF- 24"RCP This Sheet / I ±~
Remove and Reset Stone Headwall LT r I
i
Temp. Checht~ ~ ~
Dam (Typ. J '
,,_.
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a rni ..` ,~
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/'! /
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NOTES
i. Install temporary silt fence at the proposed
tae-of-slope from Station 708+99 to 710+00
and from Station 710+83 to 711+20. All other
locations, install at a distance of 4' from
proposed toe-of-slope.

!1'L °~
„' , ~
~''.'~ %
~ i1~~'
- 1 ~
~`~~
1

~~~~~ Install Temp. Sllt
Fence at Boundary
of ExlsMng Wetlands.
t/erlfy with CO. (Typ.)
l
-~~, ~ `o~ i r
1,1 INS
~~~ ~~~,~ ~
c, Remove 55 LF- 24"CMP and
Remove Stone Headwalls LT and RT
Do Not Disturb
i
;\ r 1o
,,1 n~ ~
1 '',~L- ,
.)n111 f
`,I 1, ~,.. ..-.
1 ~ ~ ~'~ '~`~~~`~
E 1~'~
~ J !/
~~ ~t:~,
..-..- ,
~_.
\.
-~~ ..~ `~
- -~ Temp. 511[ ,'~,,
,,~nce7~p.)

~~ ~\
~ \,\ ., .

E~4FGJ
710+18 ~
Remove 47 LF-18"CMP
Remove Stone Headwall RT
Instal! 51 LF-14"HDPE TYPE S PIPE
Install Stone Masonry Headwall LT & RT
SHEET TO
REG STATE PROTECT N0. SHI
SE NC PRA-GRSM 1819 3-E,?

~~~~~ i
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U.S. DEPARTMENT OFTRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD -1819
OPTION 3
EROSION CONTROL PLAN
PHASE I
Station 702+30 Lo Station 715+12
~,
~~~
NPS IS NO.: D9 5 3

Erosion Control Narrative
GENERAL GUIDELINES:
The Erosion Control Plans (ECP) are meant as a guideline for preventing
erosion and controlling sediment. The work outlined in this narrative ronsists
of applying measures throughout the life of the project to control erosion and
minimize the sedimentation of rivers, streams, and Impoundments such as
' lakes, reservoirs, bays, and coastal waters. The measures consist of
stabilization and structural practices, storm water controls and other
miscellaneous pollution prevention controls.
The Contactor Shall:
1, Coordinate the installation, use, and removal of erosion and sediment
control measures with roadway construction activities to assure
economical, effective, and continuous erosion and sediment control.
Employ temporary stabilization practices in incremental stages as
construction proceeds.
Z.InstaN all erosion and sediment control measures as shown in the ECP or
as directed by the Conhacting Otflcer (CO). Do not modify the type,
size, or location of any control or practice without approval from the CO.
3. Work to prevent initial soil erosion rather than trying to rontrol eroded
sediment Therefore, stabilize all disturbed areas as soon as practical,
but no more than 14 days after construction activfty has temporarily or
permanently ceased.
4. Control onty sediment-laden runoff generated by the project site.
5. Do not drive construction equipment across Mowing waterways.
6. Do not allow construction vehicles to track sediment off site of the
project !!mils.
7.In general, preserve existing vegetation, trees, and shrubs when
possible, and where directed by the CO and as directed in section 107 of
the Spec+al Contract Requirements.
Project Description:
This project Is located in the Great Smoky Mountains National Park (GRSM),
Swain County, North Carolina and functions primarily as a tourist desbhation.
Option 3 of this project is located around the intersection of Newfound Gap
Road and Tow String Road. The scope of work for Option 3 Is to widen
Newfound Gap Road to accommodate a left tom lane onto Tow String Road
and to re-align Tow String Road to provide a safer intersection geometry.
Additional improvements will include drainage, grading, wetland mitigation,
pavement markings, trafTic control and other work.
Existing Site Conditions:
The proposed site consists of moderately Bat floodpfain at the base of fairfy
steep mountains with rorh outcrops. fie drainage makes Its way through a
series of ditches and storm drain systems and ultimately Into the Oconaluftee
River, the major drainage way for the area,- where it rontinues Rowing to
Fontana lake,
Critical areas:
Extra care should be taken when constructing culvert replacements, to
prevent silt from entering waterways.
Off-site areas:
During excavation operations, the removed asphalt pavement and excavated
material shall be legally disposed of off government property.
Erosion and sediment control measures:
Siltfence - A temporary sediment barrier consisting of a wire-backed
synthetic filter fabric stretched across and attached to supporting posts
and entrenched
Outlet Protection - Strucfuralty lined rip rap aprons at the outlets of
pipes.
Rock Check Dam - Sma1! temporary stone dams constructed across a
Swale or drainage ditch.
Seeding -The use of vegetation !n stabplzing exposed areas.
Temporary Diversion Channel - A temporary channel lined with erasion
control matting with the purpose of preventing olfsite drainage from
flowing into disturbed areas.
SEQUENCE OF CONSTRUCTION;
PHASE L•
1. Clearly delineate wetlands in area and surround with silt fence as shown
on plans.
2. Contact CO to roordinate removal of vegetation from existing wetlands
that are to be disturbed during osnstructlon of the roadway..
3.Install temporary diversion channels, silt fence or other measures as
shown on the plans. Clear onlyas necessary to Install these devices.
Seed or place erosion control matting on tempo2ry diversion channels
ar berms immediately after construction.
4. Uerify with CO that all erosion control measures have been installed
properly.
5. Begin clearing and grubbing. Maintain devices as needed. Rough grade
site.
6.Install culverts.
7. Stabilize site as areas are brought up ro finished grade with vegetation,
paving, ditch linings, etc. Seed and mulch denuded areas. within 14
calendar days of completion of any phase of construction.
8. When construction of phase I is romp(ete and all areas are stabilized
completely, contact CO /nr inspection of site.
9.1f site is approved, remove temporary diversions, silt fence and other
erosion control measures and seed out or stabilize any resulting bare
areas. Silt fence surrounding existing wetlands are to remain in place.
PHASE 11;
I.Install temporary diversion channels, silt fence or other measures as
shown on the plans. Clear onlyas necessary to install these devices.
Seed or place erosion roniml matting on temporary diversion channels
or berms immediately after construction.
1. Ilerlty with CO that all erosion control measures have been installed
PropeMY
3. Remove existing pipe under old Tow String Road. Construct temporary
diversion channel In area.
4. Begin clearing and grubbing. Maintain devices as needed. Rough grede
site.
S.Install culverts grade mitigation area.
6. Stabilize site as areas are brought up to fnished grade with vegetation,
paving, ditch linings, etc. Seed and mulch denuded areas within 14
calendar days of completion of any phase of osnstruction.
7. When construction of Phase 11 is complete and all areas are stabilized
completely, contact CO for Inspection of site.
B.If site is approved, remove temporary diversions, silt fence and other
erosion control measures and seed out or stabilize any resulting bare
areas.
MAINTENANCE PLAN:
All erosion and sedimentation control devices shall be checked by the contra
ctor for stability and operation no less than once per week and also within 14
his of any rainfall producing more than 0.4 in of rain within a 24 hr period.
Any needed repairs will be made immediately to maintain all measures as
designed. Maintain a cumulative and current written log of the condition of
the erosion control devices and submR to the CO upon request.
Maintain erosion control devices as follows:
Silt Fence -Retrench If fence has been undermined and replace any
deteriorated fabric. Sediment shall be removed when the level of
sediment deposition reaches half way to the top of the banter.
Check Dam -Remove sediment accumulation behind the dams when it
reaches one half the original height. Add stone to dams as needed to
maintain design he/ght and cross section.
Seeded Areas -The seeded areas will be checked regularly to ensure
that a good stand Is maintained. Fertilize and reseed as needed. If
work on the project ceases for more than 30 days, all disturbed areas
shah be temporarily seeded and erosion control devices maintained.
Temporary Diversion Channels -Remove sediment accumulation from
channel when it reaches on half the original depth of the channel Repair
or replace damaged erosion control matting as necessary.

L ~, -- -
NPS PMTS NO.: 090563

L
~ CURVE INFORMATION
REALIGNED TOW STRING ROAD
Curve = TSC3 Curve = TSC2
PI 11+77.78 PI 14+00,52
p= 44° 26' i.4" (RT) p= 32° 45' 26" (LT)
R = 160.00' R = 200.00'
T = 65.36' T = 58.78'
L = 124,09' L = 114.34'
G~~CURVE INFORMATION
NEWFOUND GAP ROAD
Curve = NFGTS-3
PI 711+22.55
R = 1,200.00'
T = 100,23'
L = 200.00'
,p5, -TS- (;L 5
0• 14+46.0
se0 ~ 8.00 (RT)
S e~ PT 14+56.1
C;~t/q9 -NFG- CL STA
708+49.24
42,00 (LT)
~,
~ ~, -NFG- CL STA
\, 7Q,8+49,24
~ \ 22.00 (LT)
cd~'~\ . 10~ .~`
6G9\~ \ ~
\ \ ~\
\\ ~- •`,.
~ ~.
i'
-NFG- CL STA ~ '
707+80.OD
22.00 (LT} ~\~~ 20' R
GZa , 3')
\\9
0
0
M
ry
pN
M

\ ~~ ~-TS-(,L~IR
\ X09 -NFG- CL STA
\ \ 709+01.30
\ 42.00 (LT)
1~
~
i
~
POT 10+00.00
/

~
/

~/
ry /~
~~~/ //
/
/
/
/
•41.74 PT i2+36.52 -TS- CL STA / / ~~
`
D+95.0 / o
/ '~
8.66 (RT)
E TO / ~ ~ ~~~
TI
EXIST /
~ ~
~C
~
/
8
yti ~
Q
`
~'
° \
~
~
12`42 A ~
1~ /
r
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1+ .
j /
8.00 (RT) /
/
/
IO'R /
/
~/
Begin Option 3
egin on ru on
TS STA 10+10.00
RE-ALIGNED
TOW STRING ROAD -TS- CL STA
N 64° 40' S2" W 10+92,49
18.39- (LT)
TIE TO
EXIST
TS- CL STA
11+02.49
18.00 (LT)
TS- CL STA
11+02.49
8.00 (LT)
PC 11+12.42
TS- POT STA 14+66.07 ~ '\ ~
~ '~ ~~
~ ',
,` i ___
.-NFG- CL STA ~ '\ ~ i--' ~ \~\
709+01.30 ~
22.00 (L17 ~~ a .c-i% /
-NFG- CL STA \ \ kis' ~
709+12.00 \ \ ~; ~. ~ ~ P
22.00(`7) ~` '\\ ~~~ /~
~ ,\ X10 /~,
\ -- --_.~
~ ~ i
~cD~ 11
OT
/`
m
~ {' G~
p~~
4
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based uppon field surveys and
bylthe cont~ractorlpriliir tosconstructioni acotivary
Pavement Removal

C
E
a
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0
f ~
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1
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3 ~
V
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0
L
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM iB19 3-C.2

I

-- -
~

- --
+ _

- - - -
~

- - - ~ i
--
- - - - -- -
~ ~ ~ 2140
2140 - "
i --~ -r -
~
' -'
~ ~- ~ 2135
2 135 -- --- -- ~

--..
_
ey
_. on
=
~ ~
~ -
___j
-_
~
2 130

2 130 - -
-+
--
- -
- - --- -a - --- - - -
-
- ~ 2 125
2 125 - - - - --- --- - - --- , - i ~
- I- - -

--

----

---

--

---

-
_
-

-

-
r
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- --{ ,_ -
_-
- _ _ ~ ~` - --- - - 2 120
2 120
- -
"' 2 115
2115 - -- - - --- - i ---- --- -
_
-
_ _.
~ _
-- - - ~
2 110
- --_-_ , _._. _ _ ._ --
2110
- ---

~-

i

- -- - - 1- -- - -
- --

I ' I

~'

~ -
_
- i
f--
-
--'-
--
-
--
I

I'
10+00 11+00 12+00 13+00 14+00 15+00
• NPS PM6 NO.: 090563

L_
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C
CURVE INFORMATION
EWFOUND GAP ROAD
os
Curve = NFGTS-1 Curve = NFGTS-2 Curve = NFGTS-3 Curve = NFGTS-4
PI 704+70,03 PI 708+70.72 PI 711+22.55 PI 713+67.15
~= 15° 17' 4" (RT) Q= 33° 07' 32" (RT) D= 9° 32' S7" (RT) Q= 9° 4' 0" (RT)
R = 1,800.00' R = 540,00' R = 1,200.00' R = 1,830.00' P
T = 241.52' T = 160.60' T = 100.23' T = 145.13'
L = 480.17' L = 312.20' L = 200.00' L = 286,65'
~ CURVE INFORMATION PT i
REALIGNED TOW STRING ROAD i3+18
Curve = TSCi Curve = TSC2 Instal131 Lf-14" HDPETYPE S PIPE
PI 11+77.78 PI 14+00.52 Instal! Stone Headwall LT and RT
0= 44° 26' 14" (RT) 4= 32° 45' 26" (LT)
R = 160.00' R = 200.00'
T = 65.36' T - 58'78 i4+33 PC 13+41.74`
L = 124.09' L = 114.34'
Install 44 Lf-14"HDPE TYPE S PIPE
Install Stone Headwall LT and RT
PT 14+56.08
S 82° 33' 42" W
70b+45
Install Concrete Pipe Co11ar LT ,~~ 5n
Install 12 LF-14"RCP /'\`~f%
Remove and Reset Stone Headwall LT k`
i
i
!
I
I
704+00 fL
Begin Paved Shoulder
and Rumble Strip
x

Instal! Tree Protect/on
fence (Typ)
l; "/
/. ~l
z -~
'" ~ '• a ~ i Begin ~onsvurnon
j , -..~ °j ~ ",•' ~ ; TS STA 10+10.00
j ; 1,
2.42 ~ ~ `• j
... ~ ..
'~ `' , I ( Pullout at Sta 10+50
Overlay 1 1/1" SACP,1 I/1" NMSA
" ; , ~~~ Remove and Replace 5 Concrete Wheelstops
~~
.
~1
•
~
V i
r' ~
,
'~'

I~ ~~/ /'
~
I
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~~ I `~,y`
l, t
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-,
0"
of ~
ra / ~

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f N O

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~_,
Remove Pavement
See Wetland Mitigation Pfan
for Grading Plan Sheet 3-C.3
714+00 ~
00+23 End Paved Shoulder.
Remove 55 LF 14"CMP and and Rumble Sirlp
Remove Stone Headwalls LT and RT
~~ End Option 3
End Widening
r ! End -NFG- CL POC STA 715+12.00 =
~ ' ~ ~~ -NFG- WL STA 715+20.02;11.0' RT
~`~ J
'~~_ ,,
~~, --~

PCC 710+22.32
12
'' ~ r-' . r f/ ~~`
;~
r;'
Gad ~ ~ ~ . ` ;: _4P91~' ~tlon 3
-`" ` ' i6e in Idenin
gip - +
_.-- _ -NFG- WL STA 702+29.59, 11.9' RT
-NFG- CL POC STA 708+75.00 =
TS POT STA 14+86.07
710+18 ~
Remove 47 Lf- i8"CMP
Remove Stone Headwall RT
Install 51 LF- 24"HDPE TYPE S PIPE
Install Stone Masonry Headwall LT ~ RT
_ ~
.NOTES:
1. Baseline stationing )s based on wheel. measurements
along the left side edge of ppavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction. activity.
3. Do not disturb existing wetlands beyond the
construction limits shown. See Sheet 3-C.3 for
protection measures to be installed before
construction begins.
Pavement Removal

~ ~.
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4
.~
~ ~ .,`
~ j
.. ~ ~. '~.A i~ ~,
\~~ ~~`~ 1
~~ \ \~~-,,; _ chi
~~`~ ~.,.~ rod
712+22.32 ~~
i

SHEET TOTAL
REG STATE PRO]ECT N0. SHEETS
SE NC PRA-GRSM 1819 3•B.5
PANEL SIZE TEXT SIZE
LOCATION Color Remarks
Sign Text Corner Border Margin Upper ower Su ort
Sign Text Station Side Width Heght -Area Radii Width Width Numbers Case Case Series Comb, Quantity T (sal ft}° (No pPay)
No. No. (in.) fia) (s ft) GnJ
q lin.l (inJ (inJ (io•1 fin,) Portable Slgn
0o Black
8 R4-l Nor - - 24 30 5 See ote l on l 5 -
PASS Orange
Portable Sign
ROAD Block -
9 W5-I NARROWS - - 36 36 9 See ote 1 on 1 9
Orange
Portable Sign
Block _
See ote ! on 3 J8
~ PASSING - - 48 36 6
10 W14-3 toNE Orange
Portable sign
Black
- - 30 30 6.25 See ote 1 on 4 25 -
I1 W6-3 Orange
E
ba Portable sign
I o Black _
' ~ SLIp pl, NO PASSING 15
12 Panel NEXT XX MILES - - 18 30 3.75 See ote 1 on 4
U~ Orange
FI
Place 1 Mile Apart Along
m Length of Project, Each
o Black 212)12 Slde of Road
o UNEVEN - - 36 36 9 See ote 1 on 2 1$ _48 Requires double .post
n 13 W8-ll LANES Orange
A
D
C
O
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n
~ ~
Cc~
5
~ U.S. DEPARTMENT OF TRANSPORTATION
a Sheet Total 15 90 48 EpSTEMIFEDERALLANDSDIGHSWA~YDMSION
'` GREAT SMOKY MOUNTAINS
NOTES: Total 30 245 I92
NATIONAL PARK
1. See "Manua! on Uniform .Traffic Control" and "Standard .Highway Signs" NEWFOUND GAP ROAD - 1619
for dimensions. Rounded Total 30 250 195 OPTION 3
roximate Location. CONSTRUCTION
2. See TrafflC Control PIOn and DEtall for. App SIGN SCHEDULE
N 3. Final locations of the signs shall be approved by the CO. n~,MUNO,,o9o56,
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REG STATE PROTECT SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM 1619 3.8.4
Si T
t LOCATION PANE SIZE TEXT SIZE
gn ex C B
d

No.
No. Si n Text
g
Station
Side
Width
Neii~ff
Area orner
Radii or
er
Width Margin
H"dth
Numbers -Upper
Case ower
Case
Series Color
Quantity
Total Area
Support Remarks
(inJ ICJ (sq ft} (in.} IioJ (inJ {ia) (io,) (~,) Comb. (s ft) (No Pay)

ROAD Mount warning lights Type B with

WORK Black flags on each non-portable sign
1 W20-1 - - 48 48 16 212)12 Requires double post
AHEAD' See ote I on 2 32

Orange =48
END BIaCk Requires double post
2 G20-2 ROAD WORK - - 48 24 8 2f2J12
See ote I on 2 16
Orange =48

ROAD WORK Mount warning lights Type 8 with

3
MOD
G2O
I
NEXT .25 MILES
- _

60

30

12
5 B10Ck
212}12
requires doublespost
- EXPECT DELAYS . See ote l on 2 25 =48
Orange

Portable signs

4
W20-4 QNE LANE Black
ROAD - - 48 48 16 -
See ote I on 2 32

;, AHEAD
Orange
Mount in combindtion with other

S
+
W13-! %'V\
-

-

24

24

4 Black portable signs

~
MPH See ote 1 on 3 12 -
Orange

~ Portable sign
6 W20-7a -
-
48
48
l6
S Black
ee ote 1 on 2 32 -
Orange
,Mount in combination with other
~ Black portable signs
7 W16-2 - - 24 I8 3 -
FEET See ote ! on 2 6
Orange

NOTES: Sheet Totol 15 I55 ~ I44 uFEDERALHICHWAOYADTMINlSTRA ONN
EASTERN. FEDERAL LANDS HIGHWAY DIVISION
1. See "Manual on Uniform Traffic Control" and "Standard H1ghWay $ignS" GREAT SMOKY MOUNTAINS

for dimensions. NATIONAL PARK

2. See Traffic Control Plan -and Details for Approximate Location, NEWFOUND GAP ROAD- 1619
OPTION. 3
3. Final locations of the signs shall be approved by the CO. CONSTRUCTION
SIGN SCHEDULE
1

_ ~
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SHEET TOTAL
REG STATE PROJECT N0. SHEETS
SE NC PRA-GRSM 1819 3-8.3

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U.S. DEPARTMENT OF TRANSPORTATION
0
FEDERAL HIGHWAY ADMINISTRATI
Y EASTERN FEDERAL LANDS HIGHWAY DIVLSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
~ NEWFOUND GAP ROAD - 1819.
q
M
o OPTION 3
" EROSION CONTROL
SUMMARY
0
0
N

ti. PMA NO.: 090563

STATION PAY ITEM
15705-0100 Soil
Erosion Control,
Silt Fence
(LNFT) PAY ITEM
15705-1300 Soil
Erosion Control,
Temporary
Diversion Channel
(EACH) pAY ITEM
15706-0200 Soll
Erosion Control,
Check Dam
(EACH)
Wetland Boundary North of TSR 365
Wetland Boundary South of TSR 405

Phase 1 Erosion Control
NFG Sta 702+30 to 708+46 616
NFG Sta 706+28 to 708+26 198
NFG Sta 707+24 1
NFG Sta 708+22 1
NFG Sta 711+02 to 715+12 410
T5 Sta 10+95 to 14+34 339
TS Sta 11+OOto 13+28 228
TS Sta 11+99 to 14+34 235
TS Sta 12+OS 1
TS Sta 13+07 1
TS Sta 13+42 to 14+34 92
TS Sta 14+26 1

Phase 2 Erosion Control
NFG Sta 710+04 to 710+51 47
TS Sta 710+56 1
TS Sta 11+29 to 14+65 372
TS Std 13+28 146
TS Sta 13+23 i
TS Sta 13+29 68
TS Sta 14+24 146
TS Sta 14+25 70
TS Sta 14+26 1

TOTAL 3034 703 8

REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 3.8.2
PAVEMENT SUMMARY

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DRAINAGE SUMMARY
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e U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHW0.Y ADMIMSTRATION
~ EASTERN FEDERAL LANDS HIGHWAY DTOLSION
GREAT SMO KY MOUNTAINS NATIONAL PARK
NEW FOUND GAP ROAD -1619

Y
OPTION 3
PAVEMENT AND DRAINAGE
i SUMMARIES

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ti
NPS PMIS NO.: 090563

L

ocation /Station Range

ength

Pavement

Construction
Width

(FEET)
v
PAY ITEM

20315-0000

Sawcutdng

Pavement
(LNFT)
PAY ITEM

20401-0000

Roadway

Excavation
(CUYD)
PAY ITEM
21101.1000

Roadwa
y
Obliteration,

Method 1
(SQYD)

.PAY ITEM

30101-1000

Aggregate Base

Grading C (TON)
PAY ITEM

30501-0000

Aggregate

Topsoil Course
(TON) PAY ITEM
40101-0600.
Superpave
Pavement

1/2-Inch Nominal

Maximum Size
Aggregate, 0.3 to
<3 Million ESAL
(TON). PAY ITEM
40101-1400
Superpave
Pavement 1-Inch

Nominal

Maximum Size
Aggregate, 0.3 to
<3 Million ESAL
(TON)
pAY ITEM
.41301.0400

As halt Pavement
P
MIINng 1.5-Inch

Depth
(SQYD)

PAY ITEM
41501.0000

Pavin
g
Geotextile, Type
6 (SQYD)
NFG Sta 702+30 to 715+12 1,282 1282 165 364 52 336 392 3134 285
NFG Sta 709+00 to 712+00 6 6

Tow Strang Road 209
Old TSR (Removal @ Widening) 464 16 100
Old TSR (Removal @ New TSR) 50 656
TS Sta 10+00 to 14+67 228 85 115
TS Sta 10+95 to 14+50 8
TS Sta 10+95 to 14+64 31 23
TS Pullout Sta 10+50 124

TOTAL 1,432 173 656 623 75 427 513 3,467 285
PAY ITEM pAY ITEM
PAY TEEM PAY TEEM PAY ITEM 62011-0500
Stone 62028-1000
20301-1200 20302-2100 60201-0800
Masonry Remove and '
STATION Removal of Removai of 24-Inch Pipe
Headwall for Reset Stone REMARKS

Headwall
Pipe Culvert
Culvert .

24-Inch Plpe
Masonry
(EACH) (LNFT) (W~)
Culvert Headwall

(EACH) (EACH)
706+45 12 1
710+28 1 47 52 2

Towstring Road
00+23 2 55
13+28 32 2
14+33 44 2

TOTAL 3 102_ 140 6 1

L

REG
STATE
PRO]ECf SHEEP
N0. TOTAL
SHEEfS
SE NC PRA-GRSM 1819 3-B.1

i

s

i

i

i
i
c

N
uFEDERA HIGHWAYFAD N15TRA ON
I

` ON
EASTERN FEDERAL LANDS HIGHWAY DMS
AINS NATIONAL PARK
GREAT SMOKY MOUNT
NEWFOUND GAP ROAD -1619
F OPTION 3
TABULATION

C OF
QUANTITIES

NPS PMTS NO.: 90563

_
Y

_
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0
0
~
...

Quantlty

Pay Item Item Description Unit NFG Road As Required Totals

-15101-0000 MOBILIZATION LPSM 1
1 1
1
15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM
1 1
15401-0000 CONTRACTOR TESTING LPSM 3034 66 3100
(5705-0100 SOIL EROSIO CONTROL SILT FENCE WIRE BACKED LNFT 703 703
15705-1300 SOIL EROSION CONTROL TEMPORARY DIVERSION CHANNEL LNFT 8 8
15706-0200 SOIL EROSION CONTROL CHECK DAM EACH
1
1
20102-0000 CLEARING AND GR BBING LPSM
3 3
20301-1200
20301-3400 REMOVAL OF HEADWALL
REMOVAL OF WHEELSTOP EACH
EACH g

102 5

102
20302-2100 REMOVAL OF PIPE CULVERT LNFT
25 25
20303-1600 PAVEMENT REMOVAL S YD 1438 1438
20315-0000 SAWCUTTING PAVEMENT
LNFT
173
7
180
20401-0000 ROADWAY EXCAVATION CUYD 2814 66 2900
20403-0000 UNCLASSIFIED BORROW CUYD
656
656
21101-1000 ROADWAY 08LITERATION METHOD 1 S YD 671 29 700
30101-1000 AGGREGATE BASE GRADING C TON
75
5
80
30501-0000
AGGREGATE TOPSOIL COURSE
TON
40101-0600 SUPERPAVE PAVEMENT,1/2" NOMINAL MAXIMUM SIZE AGGREGATE, 0.3
TO <3 MILLION ESAL TON 437 23 460

40101-1400 SUPERPAVE PAVEMENT, 1" NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO
<3 MILLION ESAL. :TON 574 36 610
3467 33 3500
41301-0400 ASPHALT PAVEMENT MILLING 1.5-INCH DEPTH S YD 285 15 300
41501-0000 PAVING GEOTEXTILE TYPE 6 S YD
140
140
60201-0800 24-INCH PIPE CULVERT LNFT
5 5
60915-1000 WHEELSTOP CONCRETE EACH 6 6
62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 1
62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 1 1
62501-0000 TURF ESTABLISHMENT AC
625
625
62901-0500 ROLLED EROSION CONTROL PRODUCT TYPE 2A S YD 1000 1000
63313-1000 RUMBLE STRIP SHOULDER LNFT
2
2
63316-1000 REMOVE AND RESET SIGNS EACH
100 100
63401-1500 PAVEMENT MARKINGS-TYPE H SOLID LNFT 14503 497 15000
63401-2300 PAVEMENT MARKINGS TYPE L SOLID LNFT
100 '
100
63401-2400 PAVEMENT MARKINGS TYPE L BROKEN LNFT 1 i
63405-2900 PAVEMENT MARKINGS TYPE H TURN EACH
5
5
63502-0600 TEMPORARY TRAFFIC CONTROL- BARRICADE TYPE 3 EACH. 5D 50
63502-0900 TEMPORARY TRAFFIC CONTROL- CONE TYPE 28-INCH CH
E 100 100
63502-1300 TEMPORARY TRAFFIC CONTROL- DRUM A .
4 4
63502-1600 TEMPORARY TRAFFIC CONTROL- WARNING LIGHT TYPE B EACH 5400 500 5900
63503-0700 TEMPORARY TRAFFIC CONTROL-PAVEMENTMRRKINGS LNFT
5400
1000
6400
63503-0800 TEMPORARY TRAFFIC CONTROL-PAVEMENT MARKING REMOVAL LNFT 250 250
63504-1000 TEMPORARY TRAFFIC CONTROL- CONSTRUCTION SIGN S ~ 1 1
63506-0100 TEMPORARY TRAFFIC CONTROL- ADV, WARNING ARROW PANEL TYPE A ~'RH 100 100
63506-0500 TEMPORARY TRAFFIC CONTROL-FLAGGER 1 1
63701-0000 FIELD OFFICE EACH
4
4
64502-0000 LOCATE UTILITIES EACH 1 1
64701-1000 MITIGATION WETLANDS MI'flGATION LPSM

a
0
0
a
m
M
0
0
e
a
REG STATE PRO]ECI' SHEET
N0. TOTAL
SHEETS
ION SE NC PRA-GRSM iBt9 3-x.3
NE FOU D G PRO D @ OW TRIN ROA INT RSE ON

S
B a. 705
in Cr 00,00
wn Co
rectio
e o

:2 .80%
7.20% ,,
,
`:2 _ ---- ---- ---- ---- -- - ----- ---
St
Overla 705*
Gra 0.00
e = 2 1
34.40

~.2 0.77% 7.23'

Over! Gr e = 2 135.!5
04+5 .00

1
1 1

REG STATE PRO]ECi SNEEi TOTAL
N0. SHEETS
011 I0N SE NC PRA-GRSM 1819 3-X.Z
a
a
ai
S
NE FOU D G PRO D @ OW TRIN ROA INT RSEC~TIO
',2 -2^26° +5.74
verla Gra e = 2 35.8
04+0 .00
Overla Gra e =.2 36.42
6_ 5 3 1 1 3 5

0 ION
NE FOt
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1619 3-X.1
~-. ~eZ g 9%2 l% _ ._
Sta 702{ 0.00 l
702+5 .00
.~
F
12 00%
---- --
--
C __ _____
---- ----- ---- ----- ---
Sta 702 0.00
N
J
1
O
02+3 .00
Y
Y~
Y
'° _ - ----- ~y
h _ ~,e ~_ _____ ____ _____ ___..
J
V
3 1 3 60

NOTES: Begin Option 4 ~,.•~~
~ ---

1.
Baseline stationing is based on wheel measurements TS Sta, 30+10
Tie to Existing 1
~
~ Z
along the left side edge of pavement The pavement Pavement Marking
has been measured and PK nails every 500 feet,
2, All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed (2) Type III
Barricade
informational signs shall follow sign schedules.
4, Locations of all permanent and temporary construction
signs as shown on these plans are approximate. Obtain
approval from the CO prior to finalizing locations.
5. See sheet 4-T.3 for temporary construction signage,

6.
Use Detail E635-9 for lane shift. See Detail E635-6 for a
~°+°~
lane closures. e~=~'
r~~,y
"
---,

;STOP;
,
zo
.,
TS Si'a 14151 R
Relocate
o
_
~ (3)lype III
Barricade
a
m
0
~i
°s
4" Double Solid
Yellow Striping
/ /
i/ /~
/ ~A Begin Option 3
0 •NFG- CL Sta. 702+30
~\`~b Tie to Existing
Ga Pavement Markings
_i-------1--~~•,l
/~~/` _~
/~
/~
;~ "Single Solid
~~~ White Striping
~ ~ ti
~~
~~ ,
~`
~~ ~
~ ~
~ ~
\ ~.
\~ ChPfo~
End Optiom3 ee
-NFG- CL Sta. 715+12
Tie to Existing
Pavement Markings
f
a
a
m
0
N
4" Single Solid
White Striping
TRAFFIC WARNING LEGEND
• Traffic Control Drum
Type III Barricade

.,_..
sak m rxr
NPS PMTS No.. 090563

NOTES: ~...... ,dam,
it
1. Baseline stationing is based on wheel measurements
l
th
l
ft
id
d
f
t
Th ~
` '
`
Z'
a
ong
e
e
s
e e
ge o
pavemen
.
e pavement \ ~
has been measured and PK nails every 500 feet. 1
`
1
2, All striping shall be in accordance with the Manual on 1
~
Uniform Traffic Control Devices (MUTCD) latest edition. 1
'~
3. Signs shown reflect existing signs and layout, proposed
i
f
ti
l
h
ll f
l
l ~
1
n
orma
ona
signs s
a
ol
ow sign schedu
es.
(2) type IIi
4. Locations 6f all permanent and temporary construction Barricades
signs as shown on these plans are approximate. Obtain
approval from the CO prior to finalizing locations.

5. See sheet 4 T.3 for temporary construction signage, ~ 1
6, Use Detail E635-9 for lane shift. See Detail E635-6 for ~~d~ ~ 1
1
lane closures. So~~ ~
~~ 1
1

Work Zone

P~ 0

1
1
~
1 1P _
/ ,~
~1A
1 ,STOP;
O
1
1
,
1
1 Sta 000+19 LT
O
ti
+10~ n ~ `

~+93
os
®~
i
4" Double Solid
Yellow Striping ~
r
z
Y
t
Y
Y
//
/ Begin Optlon 3
~ ~ / -NFG CL Sta. 702+30
~/ / Tie to Existing
// Pavement Marking
,t9
Ga~,\~'0
Y,;. ~ ~
/~
i~
~~
4" Single Solid
White Striping
(3}Type III
Barricades
° Single Solid
~ White Striping
~ h
i
~~\ n~
~~
~~
~~
~~
~ ~
~~
\~ ~
~ ch
End Optlon 3 ~~o/r
-NFG- CL Sta. 715+12 oe
Tie to Existing
Pavement Marking
TRAFFIC WARNING LEGEND
• Traffic Control Drum
w Type III Barricade

0
ROAD
W4RK
AHEAD
~ END
ROAD WORK
i
N
Y
n
NPS PMLS NO.:-690563
ROAD WORK
0 NEXT 0.25 MILES
EXPECT DELAYS

i. Obtain approval from CO of final location r-1 TRAFFIC WARNING LEGEND
and spaung of signs and devices. ^ r^ U.S, DEPARTMENT OFIRANSPORTAIION
~/~`1~/~/ Warning Light, Type B, With Warning Flags FEDERAL HIGHWAYADMINISTRATiDN
EASTERN FEDERAL LANDS HIGHWAY DMSION
i. Signs 1 and 3 shall be mounted with Type a GREAT SMOKY MOUNTAINS NATIONAL PARK
warning lights and warning flags. NEWFOUND GAP ROAD - iB19
pl/,~ Portable variable Message Sign OPTION 3
TRAFFIC CONTROL
NOT TO SCALE LOCATION MAP

GENERAL NOTES:
1, Obtain approval from CO of final location and spacing of signs and devices,
2, See details 635-2, 635-6, 635-11 and E635-14 for additional
traffic control details.
3. Cover all conflicting signs during construction operations while using details
635-2,E635-6,635-1i and E635-14.
4. Place variable message signs/changeable message signs at locations shown
on the Traffic Control Map, and as directed by the CO. Coordinate message
text on the variable message signs through the CO. The contractor is responsible
for the variable message signs Z4 hours a day, including the inputting/changing
the message and maintenance of signs.
5. No work on the entire project shall be permitted on weekends or holidays or
during the month of October. Holidays shall include all National legal holidays
and Good Friday and weekends will begin at Noon on Friday and end at 8:00 AM
on Monday. No work shall be done the entire week after Easter Sunday. No work
shall be done on the Friday after Thanksgiving, and na work shall be done from
December 23, through January 2.
6. The pavement depth differential between lanes of traffic shall not exceed 1 1/2 "
when opened to traffic. Pavement differential restriction not in effect if differential
is behind a lane closure. .
7. One, onle lane closure will be allowed for Option 3. A maximum of 4 one-lane
closures will be allowed at any one time for entire project (Schedule A and Options).
Do-not stop traffic for more than 10 minutes at one-lane closure setup.
8. Maintain two-way, two-lane traffic throughout the daytime from June 15 to
August 15.
9. Daytime hours are defined as from 8:00 AM to 9:00 PM,
NEWFOUND GAP ROAD;
The Contractor shall construct Newfound Gap Road Widening and Tow String Road
Realignment while applying the following;
Step 1-Sheet 3 T,4
1. Install temporary control signs and devices per Sheet 3-T.3, Obtain approval
from CO of locations.
2. Install erosion control devices.
3. Construct the temporary lane shift per the traffic control plan and Detail 635-i1
prior to commencement of work.
4. Construct Realigned Tow Stnng Road and roadway widening up to bottom of the
aggregate base course.
5, Sawcut existing edge of pavement. Place pavement up to but not including the
final 1 ~h" of SACK
Step 2- Sheet 3-T.5
1. Shift traffic from existing Tow String Road to realigned Tow String Road, prior to
commencement of work, .per the traffic control plan and Detail 635-11 prior to
commencement of work.
2. Sawcut existing edge of pavement. Obliterate existing Tow String Road.
3, Mill existing pavement to the extents of the roadway widening and realignment.
Place final surface layer.
4. Place final pavement markings and permanent signs.
5. Obtain final approval from CO.
6. Remove all temporary traffic control signs and devices and open road to traffic.
10. Maintain two-way, one lane traffic using fiaggers throughout the nighttime
and daytime except as noted above in General Note #5 and #8. All work, except
final surfacing, can be done at night with appropriate lighting plan as approved
by the CO. Final surfacing must be accomplished during daylight hours,
0
r
a
r
n`
ry
Q
h
0
0
A~
M

L~
i
5
T .,,
y '
4" Solid Chevron-
Sthiping in Gore
See Detail E634-4
0~
Begin Option 3
-NFG- CL Sta. 702+30
Tie to Existing
Pavement Marking
Begin Option 3 -
TS Sta. 10+10
Tie to Existing
Pavement Marking
4" Single Solid
White Striping
d
+~+
5~~~
~P~
~~h
~--~
ESTOP; ~
TS Sta i4+S1 RT
i~ ,~
r,STOP
~`--~
Sta 000+29 LT
Relocate
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
Pavement markings are referenced to the centerline
alignment
2. Ali striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
7i4+00 ~
End Paved Shoulder
and Rumble Strrp
I Tow String ~ ~
~ Road i
Horse Camp j
CL Sta 713+49 RT
RELOCATE
"Single Solid
White Striping
h
~~
~~
~~ ~
~ \
\ ~
~.
\\ ch~~k
End Option 3 ~~
-NFG- CL 5ta, 715+12
Tie to Existing
Pavement Marking
t10fl
7D4+00 f1
Begin Paved Shoulder
and Rumble Strip
4" Double Solid
Yellow Striping
i Road ~
t ~
j Horse Camp j
CL Sta 704+45 RT
'^ 4"Single Sohd
White Shfping
10`x10'Typic~
z ~J-
-l

L

c
t
c
4
O
Q
h
4
M
L
4'
Temporary
Silt Fence
Existing y~oPe
Ground ~_ f+~~
Flow
?I 2;1 ~~
Temporarily Grade
N~ t0 Drain
Install type 1A Erosion ,
Control Matting in
Temporary Diversion
Channel Detafll 13+28
~m~b Install 32 LF- 24" HDPE TYPE S PIPE
install Stone Headwall LT and R7
14+33
install 44 LF-14"HDPE TYPE S PIPE
Install Stone Headwall LT and RT
1
1
i
,;
Temp. Diversion %
706+45 ~yp,~
Install Concrete Plpe Collar LT See Detail 1; /l~
Instal! 11 LF-14"RCP This Sheet + !~ E
Remove and Reset Stone Headwall LT ~~ j
' ;`
Temp. Check ^
Dam l7YP~1 ~ , { ; / L
~~
I
/ 1~~I
- 'tJ
r,
,',',
1'
~;
11 ~.
1
l 1~
~ P
~~ `~
~ ~
1
o t;..
Instal! Temp. S!!t
Fence at Boundary
of Existing WeNands.
Verify with CD. (Typ.)
00+13
Remove 55 LF- 24" CMP and
Remove Stone Headwalls LT and RT
~- Do Not Disturb
~~~
i
~.;~ °- ~
_.
l`\
os ~.~'
% \
`~\ %p~
r // ,/~//
~/ ~ ~ /~~i
i %~ n~ n3
';-%%./~r~/ NOTES:
~t~ ~ ~ '~ ~
P~ ~~ 1. Install temporary silt fence at the proposed
~~~ -_~ toe-of-slope from Station 708+99 to 710+00
~a and from Station 710+83 to 711+20. All other
locations, install at a distance of 4' from
proposed toe-of-slope.

%_.
.~
,. ~ ,Temp, Sllf ,~,.
.. ,.F,,~,py,,,,p,~
. ~ ~ ,~ ~
~ '~
~~ ~, \ ,\
\ \~ ~~~
~~.~'
End~Opti_
+ .
710118 ~
Remove 47 LF-18"CMP
Remove Stone Headwall RT
Install 52 Lf-14"HDPE TYPE S P1PE
Install Stone Masonry Headwall LT & RT
REG STATE PRO]ECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 3-E:Z

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~~
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD -1619
OPTION 3
EROSION CONTROL. PLAN
PHASE I
Statlon 702+3D to Statlon 715+12
~,~
NP PMI6 NO.: 0563

Proposed: "
Variable Depth SACP, 1/Z Nomina! se NC PRA-GRSM 1819
_--__ - _ 3-A.4
Max Slze Aggregate,
0.3 x 10 .to 3 x 10 ESAL`s, NOTES:
1 1/2"Min, Depth
Type IV Pavement Smoothness
1. Locate all utilities prior to beginning
Asphalt Tack Coat work. Cal! North Carolina One-Cal!
Service. [phone] or
[phone],
¢ Roadway
Mill Existing Pavement, Z, Match proposed roadway and shoulder
3"MIN, Varies 0" to 1 1/Z" j

j cross slopes to existing unless
otherwise stated in plans,
j 3. Match proposed curve widening in
superelevated sections to existing
---- - unless otherwise stated in the plans.
-______--~ 4, Rewndition ditch and instal! Type 1A
--------- j eros/on control matting as directed by
-------
__
-------- the CO.

________
___
-- ----- I
j
5. Place aggregatetopsoflcourseand

- _ _
____----- ____--- seed all disturbed areas, except paved
_-----'-" I
-"- areas, In accordance with sedfons 305
- - ----------- j and 625.
______-- --- ---- ~ 6. Maintain a Bnal elevation ofshoulder,
------------- I adjacent to die edge of pavement,
- Proposed; I 1/Z-inch below edge of pavement.
Var, Depth SACP, Existing:
j
I "Nominal Max Size Aggregate, Asphalt Pavement 7. Round hinge point as directed by CO.
0.3 x i0 to 3 x i0 ESAL`s Aggregate Base
8. Maximum shoulder rollover is 896.
/I T p
DET/il L /` 9. WL =Wheel line Survey
i -NFG- CL =Centerline
Variable Depth Pavement Wedging
See Cross Sections for Locations Proposed:
Vanab/e Depth SACP, 1/Z"Nomina
Max Size Aggregate,
Proposed:
° 0,3 x 10 to 3 x 10 ESAL's,
a 1 1/Z
Thldr SACP 1/Z"Nomina! Max Size Aggregate,
' 1 1/Z"Min. Depth
ry 0.3 x 10
to < 3 x 10° ESAL s Type IV Pavement Smoothness Type IV Pavement Smoothness
m Asphalt Tack Coat
3" Thick SACP, i" Namlhal Max Size Aggregate,
" VARIABLE DEPTH.
~~ Q,3 x 10
to < 3 x 10° ESAL's WEDGING "

,~
Mill Existing Pavement Z" 3
MIN. I
o°
j
~~
17
5 - ~ ----- - ------° --------- -- -I
M
0
_______
_
_
_____________________
_
i

a _
I
------- - --------------------- - -
~-------------------------------- -- --- ------------ ----- - ----- Proposed:
3 j Var. Depth SACP,
"
i
Nomina/ Max Slze Aggregate,
Z i 0.3xIOto3x10 ESAL's

b
Existing:
Minimum 6"Thick Asphalt Pavement
~ Aggregate Base
L
r DETAIL 8
Variable Depth Pavement Wedging
See Cross Sections for Locations
1
1
V
'I
1

Proposed;
i 1/2"Thick SACP 1/2"Nominal Max Slze Aggregate,
0.3 x 106 to < 3 x i0 ESAL's
Asphalt lack Coat
Variable Depth
Aggregate Topsoil
~,
i'~
~'
~'
MATCH
EXIST
MATCN_ EXISTING
~ Roadway
MATCH EXISTING
Existing: ~
Variable Depth Asphalt Pavement ,
Aggregate Base ;
$ Wheel Survey ;
------- i
----
------
i-------
MATCH
EXIST
VARIES 8' +/- 8' +/- VARIES VARIES
SHOULDE TRAVEL LANE TRAVEL LANE SHOULDE
TYPICAL SECTION N0. 3
TOW STRING ROAD
OVFRLAYPAVEMENT SECTION
TS PT STA i0+10.00 TO STA 10+95.00
~ Roadway
Existing
Ground ~ \
2'i
6"
Proposed:
11/2" thick SACP, 1/1"Nominal Max Size Aggregate,
0.3x106 to3x106 ESAL's
3"thick SACP, 1 "Nominal Max Slze Aggregate,
0.3x106to3x106 ESALs
6"thick Aggregate Base Coarse, Grading C
8% Existing
~ ~1 /~ Ground
6"
+- - ___,~
VARIES 3' 8' +/- 8' +/- 3' VARIES
SHOULDE TRAVEL LANE TRAVEL LANE SHOULDE
TYPICAL SECTION N0. 4
TOW STRING ROAD
NEW LOCATION PAVEMENT SECTION
TS PT STA 10+95.00 TO STA i4+b4.07 (REALIGNED TOW STRING ROADJ
L
~I
~ IL
n
NOTES:
1. {ovate all utilities prior to beginning
work. Call North Carolina One-Call
Service [phone] or
[phone].
2. Match proposed roadway and shoulder
cross slopes to existing unless
otherwise stated in plans.
3. Match proposed curve widening In
superelevated sections to existing
unless otherwise stated in the plans.
4. Recondition ditch and install Type 2A
erosion control matting as directed by
the CO.
5. Place aggregate topsoil course and
seed afl disturbed areas, except paved
areas, in accordance with sections 305
and 625.
6. Maintain a final elevation ofshoulder,
adjacent to the edge of pavement,
1/2-inch below edge of pavement.
7. Round hinge point as directed by CO.
8. Maximum shoulder ro0over is 8%.
9. WL = Wheef line Survey
-NFG- CL =Centerline

VARIES ~ VARIES
SEE CROS~~NS ~ SEE CROSS SECTIONS
8%
~ Variable Depth ~~
Aggregate Topso~l~
Debrrs ,~
~'
,~
i
.~ /~/
Recondition
Ditch

F
e
0
N
8
a
L
In Locations Where Crown Correction Is ~2equired
See Overlay Wedging Detail B Shut 3 A, 4
Proposed:
1 1/1"Thick SACP 1/Z" Nominal Max Slze Aggregate,
0.3 x 106 to < 3 x i06 ESAL's type N Pavement Smoothness
~k ~ 7 i/2"Thick SACP, 1 "Nominal Max Size Aggregate,
0.3xi06 to <3xi0 ESAL's
6"Thick Aggregate Base Course, Grading C
* ~C ~: Rumble Strip
See Sheet C, 41 for Detafl
is
MATCH
Existing
Ground ~~
` 2,1
- ~~---~"
VARIES
8%
Wheel Une I~
~ ' SawcutClean
6" ~~
Approximate Location of~
VARIES Exisbng 3"Sanitary Pipe**
3'to 4' VARIES 0' TO 12'
SHOULDER TRAVEL CANE
~ -NFG- CL
~ MATCH
~EXISTIN6~
Install Z' Wide Paving Geotextile,
Type VI on 71/2" SACP Layer
Over Joint
11'
TRAVEL LANE
I l' +/-
Proposed:
11/1"thick SACP, 1/1"Nominal MaxSize Aggregate,
0.3 x 106 to < 3 x 106 ESAL's, Type N Pavement Smoothness
Asphalt Pack Coat
MHl Existing Pavement 1 1/Z"
i
Existing; ~'
Minimum 8.5" Thick Asphalt Pavement ;
Aggregate Base ;
i
F
---- ~
_i ~ ~
~` %
~-
r~
Approximate Location of
Existing b"Waterline*
NOTES;
1. Locate all utilities poor to beginning
work. Call North Carolina One-Cal!
Service (800) 63Z-4949 or
[phone].
2. Match proposed roadway and shoulder
cross slopes to existing unless
otherwise stated in plans.
3. Match proposed curve widening In
superelevated sections to existing
unless otherwise stated in the plans.
4. Recondition ditch and install Type ZA
erosion control matting as directed by
the CO.
5. Place aggregate topsoil course and
seed al! disturbed areas, except paved
areas; in accordance with sections 305
and 6Z5.
6. Maintaid a Bnal elevation of shoulder,
adjacent to the edge of pavement,
1/1-inch. below edge of pavement.
7. Round hinge point as d/reded by CO.
8. Maximum shoulder rollover is 8%.
9. WL =Wheel line Survey
-NFG- CL =Centerline
10. Instal! geocomposlte edgedrain from
Sta. 706+50 to Sta: 715+12 at depth of
14 fiches to base of drain.
TRAVEL LANE
VARIES 11' TO 23'
EXISTING UTILITIES
*-NFG- CL STA 710+75.00 TO STA 7i5+11.00
**-NFG- CL STA 711+85.00 7l7 STA 715+11.00
TYPICAL SECTION ND" IA
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL POC STA 702+30.00 TO STA 715+11.00 (TOW STRING ROAD INTERSECTION)
CONSTRUCT TYPICAL SECTION IA !f WORK FOR OPTION 3 IS INITIATED AFTER THE
COMPLETION OF THE WORK IN SCHEDULE A
In Locations Where Crown Correction is Requfred
See Overlay Wedging Detail B Sheet 3 A.4
Proposed:
i 1/2"Thick SACP i/Z"Nominal Max Size Aggregate,
0.3 x 106 to < 3 x 106 ESAL's Type IV Pavement Smoothness
* ~ 71/2"Thick SACP, 1 "Nominal Max Size Aggregate,
0.3x106 to <3x106 ESAL's
6"Thick Aggregate Base Course, Grading C
~C * ~k Rumble Strip
See Sheet C.41 for Detail
Existing
Ground ~ Y1P~
VARIES
Wheel Llne !~

6" 1 ~ SawwtClean Edgy
Approximate Location of~)
Existing 3"Sanitary Plpe**
VARIES
3' to 4' VARIES 0' TO i2'
SHOULDER TRAVEL LANE
~ -NFG- CL
I
~ MATCH
i EXISTIN i
Proposed:
1 i/2"Thick SACP i/2"Nominal Max Size Aggregate,
0.3 x 106 to < 3 x I06 ESAL's Type IV Pavement Smoothness
Asphalt Tack Coat
3"Thick SACP,1"Nominal Max Size Aggregate,
0.3x106 to <3x106 ESALs ,~
Mill Existing Pavement Z" ,~
Existing: ,~~
M1Mmum 6" T ltkk Asphalt Pavement ;
Aggregate Base ,~
Variable Depth i
Mg7Cy Aggregate TapsoTl~' . Debris
EXIST i

Geocomposite Pavement
Edgedrain See Note 10
Instal! Z' Wide Paving Geotextile,
Type VI on 71/1" SACP Layer
OverJolnt
11' +/-
TRAVEL LANE
TR,4VEL LANE
VARIES_
VARIES 11' 1TJ 23' EXISTING UT7LITIES
- *-NFG- CL STA 710+75.00 TO STA 715+11.00
**-NFG- CL STA 712+85.00 TO STA 715+12.00
* CROWN CORRECTION REQUIRED
SEE CROSS SECTIONS FOR LOCATIONS
~k ~- APPLYIN TWO APPROXIMATELY EQUAL LIFTS', NEITHER TO EXCEED 41NCHE5
,~k ~C Xc 1' PAVED SHOULDER AND RUMBLE STRIP ~, STA 704+00 TO ¢STA 714+00
TYPICAL SECTION ND. 1 B
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL POC STA 701+30.00 TO STA 715+11.00 (TOW STRING ROAD IN7T:RSEC770N)
CONSTRUCT TYPICAL SECAON IBIF WORK FOR OPTION 3I5 TO BE COMPLETED.
CONCURRENTLY WITH THE WORKlN SCHEDULE A
i1' +/- ~ 3'
_.._ \\ ~~
~_7
`~Recrondltlon
Ditch
Approximate Location of
Existing 6"Waterline*

~i.~ i51FIP~TBTMrr,N1f OlF 'THIS IN~°E1RI~1R
L
00
DESCRIPTION OF PROJECT ~~~~®~~~ ~D~][$~ ~]E~~Ig~]E
PROJECT LENGTH:
Newfound Gap Road ................... ,.,,,..0.24mlles
Tow String Road,,,,,,,,,,,,,, .,..,..,.,,,,..O,Im!!es 'lJ[~~~ Jl ~~®~ JL ~~'LJ N~~IN~
IMPROVEMENT.• N ~ ~ ~ ®N ~ ~ Jl
OPTION 3 ~--
Roadway widening of Newfound Gap Road to add a tum lane at Tow
StringRoad,Re-alignment of Tow String Road. Improvements include UNESCO ~~~~ ~~1 ~~~~~~ ~~~~
resurfacing, paving, greding, drainage, pavement markings, traffic control
and wetland mitigation, -
ROADWAY WIDTH suRFACE BASE PLANS FOR PROPOSED
Newfound Gap Road 22ft SACP AGGREGATE
Tow String Road 8ft SACP .AGGREGATE
DESIGN DESIGNATION
NEWFOUND GAP ROAD
ADT(2007) 5,190
ADT(2027) 7,710.
DHV 2,500
p 50/50
V 50
C/A PARTIAL
e(max) MATCH EXISTING
SPECIFICATIONS:
"Standard Specifications for Construction of Roads
and Bridges on Federal Highway Projects ; FP-03
U.S. Customary Units
PLANS PREPARED BY
~-^
Kimley-Horn and Associates, Inc,
PO Box 33068 Raleigh, North Carolina 27636
FOR
U.S. DEPp RnLMyI~HwOFA~MINSNRPTIORTATION
EASTERN FEDERAL LARDS HIGHWAY DIVISION
STERLRIG, VRGIfiIA
JMIUARY 2008
3
/'~.-
r ~
~ GP~~t~~J COLLINS CREEK
PICNIC AREA
~~
PROJECT PRA-GRSM I B19
OPT IOIU 3
ROADWAY WIDENING OF NEWFOUND GAP ROAD TO ADD
A TURN LANE AT TOW STRING ROAD AND
RE-ALIGNMENT OF TOW STRING ROAD.
SWAIN COUNTY, NORTH CAROLINA
0
p~
z~
~,~
NFwR qp0 GAp
MINGUS MILL
PARKING AREA
LOCATION MAP
OPTION 3 INDEX TO SHEETS
SHEET
NO DESCRIPTION
3-A.1 LOCATION MAP & INDEX OF SHEETS
3-A.2 THRU 3-A,4 TYPICAL SECTIONS
3-8.1 TABULATION OF QUANTITIES.
3-8,2 PAVEMENT & DRAINAGE SUMMARIES
3-6.3 EROSION CONTROL SUMMARY
3-8.4 THRU 3-B,5 CONSTRUCTION SIGN SCHEDULE
3-C.1 LINE GRAPH
3-C,2 TOW STRING ROAD PROFILE
3-C.3 WETLAND MTfIGATION GRADING PLAN
3-D.1 NEWFOUND GAP ROAD/TOW STRING ROAD
INTERSECTION DETAIL
3-E.1 EROSION CONTROL NARRATIVE
3-E.2 THRU 3-E.3 EROSION CONTROL PLANS
3-T.1 SIGNING AND MARKING PLAN
3-T.2 TRAFFIC CONTROL NARRATNE
3-T.3 TRAFFIC CONTROL LOCATION MAP
3-T.4 THRU 3-T.5 TRAFFIC CONTROL PLANS
3-X.1 THRU 3-X.12 NEWFOUND GAP ROAD CROSS SECTIONS.
3-Y.1 THRU 3-Y3 TOW STRING ROAD CROSS SECTIONS
3-Z.1 THRU 3-Z.2 CULVERT CROSS SECTIONS
~~
V~~
~~4
6~
9~~7y~rO
9~ ~'
OCONALUFTEE VISITOR
CENTER

~~
0~
~~ BIG COVE
G~
CONNECTOR ROAD
(SAUNOOKE
BRIDGE' ROAD

REG STATE PROIECf I SNO~ I SHEETS
SE NC PRA-GRSM LB19 2-Z.4
0.5.DEPARTMENT OFTRANSPORTATION
FEDERAL N]GHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
a
M
0
.,
a
0
L
GREAT SMOKY MOUNTAINS
NATIONAL PARK
NEWFOUND GAP ROAD - iB19
OPTION 2
DRAINAGE PIPE PROFILES

-l
c

1
1
I
F
a

REG STATE PROJECT SHEET
N0.
`" ~ SE NC PRA-GRSM 1B19 2•Z1
i
~i ~ i I I
2 35
F
e
M
o.
ry
O
O
n
'L
_-r _ - __ -- _ _ - , ... ..r. _ ....,
-H.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHNIAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
' , GREAT SMOKY MOUNTAINS
_ ~ ~ NATIONAL PARK
~ NEWFOUND GAP ROAD - 1619
OPTION 2
' DRAINAGE PIPE PROFILES
~ i
~ _
I. Srak/n Fen
NPS PMTS ND.: 090563

t
1
a
c
'4
v
2A50
2A40
2A30
REG STATE PROJECT SHEE1
N0.
SE NC PRA-GRSM 1819 2-Z.1
2,050
2A40
2A30
U.S. DEPARTMENT OFTPANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DINSION _
GREATBMOKY MOUNTAINS
NATIONAL PARK
.NEWFOUND GAP ROAD - iB19
OPTION 2
DRAINAGE PIPE PROFILES
L
1

REG STgTE PROIECi SHEET
N0. TOTAL
SHEETS
OP ON SE NC PRA,GRSM 1819 2-Y1

0 NAL FTEE VISI R C NTER SOU EN RANC

3 -2.0
I. .3
St .15+5 .00 !
15+50 00

St .15+0 .00 !
15+00 00 Des. Grade = 2,0 2.09

3 .00% -2.0 % ~3
st . l4+5 .oo r -- ----- - ~. ----- ---
-
-----
- ~~
14+50 00 Des.. Grade = 2,0 2.13
St
.16+5
.00
16+50 00

. 00% -2.0
- - ----- -
-- ----- ----
st
.14+0
.oo
!
--
-----
----
- --- f ~3
----
- - i3
14+00 00 es. ra e. _
16+00
00 St
Des. .16+0
Grade .00
= 2,0 !
5.02
3 1 1 3 1 1
a
0
a
c
a
Y
a
7
~1
V
0

REG

SE STA

N TE

C

PRA- PROJECT

GRSM 1819 SHEET
N0.
2-X.20 TOTAL
SHEEfS
OP ION .

NE FOU D G PRO D @ CON LOFT E VI ITOR CENT R

I

"~ __ __--

-
__-
----
---" _ ____- ---- --
Sta
826+
0.00
I
0 Sta.
clay 26+51
Grade 9 R
= 2,0. 1
4.06
-----
26+5 __ _
.00 Overla Gra e = 2 41.58

7
+2
j . , ,

_
__
-
-

- -

----

Sta.

26*0

.ll R l
-
-_~ ~
-- ----
26+0 ----
00 ----- --- verl Gra e = 2, 40.4
.

+2.7

'~--- --- ---- ----- - - - Sta. 2550 67 R 1
! ~ d
G 0
= 2 73
1

_----
--`- _
- - - --" Sto
erla 825+
Gra 0.00
e = 2, 1
39.4 0 erlay e
ra , .
-- Z5+5 ;00
j
3
1 1 5

i
4
a
4
U

s
a

REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
OP ION SE NC PRA-6RSM IB19 2-X.19
NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

-2.70
j
.
12.70
.

__

_,.
• -----

--

-

-----
--'"" _ -
~ ~~ ~ Sta
verla 825+
Gra 0.00
e ° 2, I
38.6 ~ Ov rlay rade = 2,04 .92

2.70°. i
j
+2.70°
OJ9 % ,- _ _____ _ __ ____ ___ --

--~
~ ,~~~
Sta
824+
0.00
!
Ov Q.
rlay +
rade
2,04
.I!

5 3 1 p
e
l
i
O
C
u
FV
C
a
k
a
Q
q
6
N
a
S

tiEG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA•GRSM 1819 2-X.18
OP ON

NE FOU D G PRO D @ CON LOFT E VI ITOR CENT R

~
En Transi ion

En
e= Crow
Existin Corre ion

. 6%
~ +
.06%

sta sz3+ 00
8
- S 82 60
+99 R J . .

_ _
~ "
- ''" "
Sta
8241
0.00
J Overl .
Gr
y .
de = ,039. 3 Be
e= in Tran
(+) 2. ition
~/o
A _ ~

;~ 4+

,
S
u
n

J
u
u
n
a
e
g
r
i
y
D
I
+

C 1.65 % _
_
~~~
" -__-
- - -__-
_ _ ____ _=_ ""
""
r
__
"~ " _
"" -- "
Sta
823+
0.00
l Sta.
er(ay 23+4
Grad .30
= 2,0 I
.9.20
-- -----

P
7i 23+5 .00

~
6
3
1 i
1 o
..

F
a
a
O~
O
O
a
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
O ON SE NC PRA•GRSM 1819 2-X'.17

NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

. i
, ~"

!

6 _

- ,,
--

----

==

----

---

-----

---- s
'
-----

-
._
_--
-----

---
-

----
- -_
_-
Sto 823+ 0.00
__ !
Ove ta. 82
ay G {99.0
ad e = R l
2,038
0

i
-' ,-
~
---- - - ---- ----- - - ---- ---
Sta 822+ 0.00 I
0 Sta.
erla 822*
Grad .0l R
= 2,0 1
8.84

3 1 1

REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 2-X.16
0 ON
NE FOU D G PRO D @ CON LUFT E VI ITOR CENT

~
__
___
-~"
~~
-
_ _ __
- -
-
.
_--- ---"" ____ ____ _____ ____ - ----- I--- ----
- __
-- _--_- Sta 822+ 0.00 1 S
Over a. 82!
G 99.20
de = R I
,039.

St .821+ 7.U0

e= (+) 2.

~ _,__
,_
-
_-
__ _____ ____ ____ _____ ____ ____ I

St
verl . 821
Gra 0.00.
e = 2, I
38.7
0 Sta.
erlay 2I*49
Grad 33 R
= 2,0 I
9.27

5
3
1 1
0 60
a°
2
a
m
y
k
k

O IO n' REG S TATE PROIECi BEE
N0. T TOTAL
SHEETS
IV SE NC PR A•GRSM 18 19 2•X.1 5
N E FOU D G PRO D @ CON LUF T T
E VI I
OR CENT R

.2 j ° _ --

a

z

~~

-

----

i+o

o

--

----

---

----

----

---
----
--

----

---

t
verl

----

821+
Gra -

-

.00
e = 2, ---

!

9.5 - -
--

e

----

a. 82
ay G

-

~

99.4
ade =

---

1
2,039.

-

-

9 -
S
u
n
c
I

Sta.
End
e= E 20+5 .
rown
ist 00
orrecti
n Be
e= in Tran
(-} 2.0 ition
/o
-2.0 %
l i
.00 °, i -
00%
-8.00
° _
--- -- -~
--
-- .-

20+s

.oo Q
erla +
Gra
e = 2,
40.4
S
De .
• 820
Grod
4951
= 2,
!
0.11
3 1 1 3 0 6 0
v
a
a
0
N
0
N

REG STATE PRO]EC! SHEEP
N0. TOTAL
SHEETS
- SE NC pRA-GRSM 1919 2-X.12
OP ION

NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

e __ -
. . - .~

- --
-----
----
-----
---- ____
- _

--- ---' St

l .818+

Gra 0.00

e = 2 l

8
43

St

. 817*

9.83

l
ver , . =
+ .

~'
~
'~ --
'
,I ---- ----- ---' St
verla .817+
Gra 0.00
e = 2, 1
44.2 St
Des. . 817
Grade .83
= 2,0 1
4.38

-
/
~

i

-2-.

1
~~ .
1

,,--
i

St
verla .817+
Gra 0.00
e = 2 1
, 44.5 S
Des t
. .816+
Grad 9.86
= 2,0 1
4.75

3 1 1 3 5 6 0

b
z
~~
m
H
k
k

a
M
a
a
0
a
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
OP ION SE NC PRA•GRSM 1819 2-X.11

NE FOU D G PRO D @ CON LOFT E VI ITOR CENT R

1~~
-2.0 % 08 % ~- ' ~-2. 0%

~°

16+5

.fl0 St
verla . 8(6+
Gra 0.00
e = 2, I
44.8 St
Des. 816*
rode .88
= 2,0 1
.04

-
z //
0.
T
,~ 1~

-2.0
%
1.
4 % ~
~ -~
'~-2. ,

---- - i

16+0
.00 St .

verl 816+

Gra 0.00

e = 2, I

45.0 S

De a. 816

.Gra 00.00

= 2, R 1

45.32
3 1 3

REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA•GRSM 1819 2•X.10
OP ION

NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

z
-~ --~~.
~
~'

W

-2.0 I i

i ,-

' 2.0
----
-- ----- ---- ----- ---- ----- ---- ----- ---- ----- ---- --E__ .=__ ___ _____ -=== ====

15
5

00 St
Overla .815+
~Gra 0.00
e = 2 1
044.81 Sta.
es. G 5+50.
ade = 0 R
,045.
I
+ .

Z
. / i

°~

a2
,~
~~
i
,

W
z
cn O
~'

-2.0 i j
~ ~:t~0 °

i
i
l

is+o

oo St
verla .815+
Gra 0.00
e = 2, 1
45.2 St
Des .815+
Grad 0.00
= 2,0 !
5.83 _
.
5 3 1 10 3 60
C
z
0
U
y
C
L
v
n
s
a

L

U.S. D1El~AiB'~Nd~N~' ~1F '~~IE IN3°IERI~R

LOCATION MAP
OCONACUFTEE VISITOR ~~
.CENTER ~~~'
o
G~~Q- 8IG COVE
CONNECTOR ROAD
(SAUNOOKE
RRiDGF ROADI
PROJECT LENGTH:
Newfound Gap Road, ,,,,,,,,,,,,,,,,,,,,,, „0.50 miles
IMPROVEMEM,~ ~~~~°~° ~~®~~ ~® lJ N~°~IN~
OPTIDNI _ 4~~~®+ 4~~ ~~~~
Roadway widening and rewn~rguratlon of Newfound Gap Road to add N N
turn lanes at the entrance to the Oconaiuftee Visitor Center and Park
Clrcle Drlve. Reconflgurat/on of parking area for the Dconaluftee Visitor
Center. Improvements include resurfacing, paving, grading, drainage, ~4®1~ ~¶~ ~~j ~I~~~~ ~I~~
pavement markings, and trafl7c rnntrol, ur~sco ~( 1C~ rii~
ROADWAY WIDTH SURFACE BASE -_
Newfound Gap Road 22ft SACP AGGREGATE
DESIGN DESIGNATION PLANS FOR PROPOSED
NEWFOUND GAP ROAD
ADT(2007) 5,090 PROJECT PEA-GRSM 1 B19
ADT(2027) 7,710 p T ~ l
DHV 50/50 O ! I l01 V r~
V 50
emax) MarcHexrsrlNG ROADWAY WIDENING AND RECONFIGURATION OF NEWFOUND GAP
sPECrFICATIONS: ROAD TO .ADD TURN. LANES AT THE ENTRANCE TO THE
^standard specifications for construction of Roads OCONALUFT EE V 1 SI T OR CENTER AND PARK CIRCLE DRIVE.
and Bridges on Federal Highway Projects", fP-03
us. Customary units SWAIN COUNTY, NORTH CAROLINA
PLANS PREPARED BY 0
O to
^-^ ~~
2
Kimley-Horn and Associates, Inc,
PO BoK-33068 Raleigh, North Carolino 27636
SMOKEMONT
FOR CAMPGROUND ~ BEGIN OPTION 2
-NFG- CL NB 803+40.00
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN fEDERII LMNS HIGHWAY DIVISWN.
STERLWG. VIRGMIA
N~,V
OgNp Gqp
MINGUS MILL
PARKING AREA
OPTION 2 INDEX TO SHEETS

SHEET
NO DESCRIPTION
2•A,1 LOCATION MAP & INDEX OF SHEETS
2-A.2 THRU 2-A,8 TYPICAL SECTIONS
2-B.1 TABULATION OF QUANTITIES
2-B1 PAVEMENT & DRAINAGESUMMARIES
2-B,3 EROSION CONTROL SUMMARY
2-8.4 PERMANENT SIGN SCHEDULE
2-B.5 THRU 2-BJ CONSTRUCTION SIGN SCHEDULE
2-C.i THRU 2-C.3 LINE GRAPHS
2-C.4 NEWFOUND GAP ROAD PROFILES
2-D.17HRU 2-D.4 OCONALUFTEE VISITOR CENTER PARKING
AREA LAYOUT/GRADING PLAN
2-E,1 EROSION CONTROL NARRATNE
2-E.2 THRU 2-E.4 EROSION. CONTROL PLANS
2-T 1 THRU 2-T.3 NEWFOUND GAP ROAD SIGNING AND
MARKING PLAN
2-T.4 TRAFFIC CONTROL NARRATNE
2-T,5 TRAFFIC CONTROL LOCATION MAP.
2-T.6 THRU 2-T.10 .TRAFFIC CONTROL PLANS
2-X.1 THRU 2-X.20 NEWFOUND-GAP ROAD CROSS SECTIONS
2-Y.1 VISTIOR CENTER SOUTH ENTRANCE CROSS
SECTIONS
2-Z.1 THRU 2-Z.4 CULVERT CROSS SECTIONS
END OPTION 2
-NFG- CL NB STA 831+15
0~ ~
O~ti~ 9G~
?,CI Qe~o~• ~p,~~,pfo
9~~~
2-C.3
~,c~

Proposed;
1 1/Z"thick SACP, I/1" NominalMax Size Aggregate,
0.3 x 106 to < 3 x 10' ESAL's, Type N Pavement Smoothness
Asphalt Tack Coat
Mill Existing Pavement 11/1"
Existing:
Minimum 8.5 Thick Asphalt Pavement
Aggregate Base
. Wheel Line ILV
i
\ --
\~_ - ')
Approximate Loptlon of
Existing 3"Sanitary Pipe
-MATCH
EXIT * ~
- -- - ------ --
Instal! 1' Wlde Paving Geotextile,
Type VI on 71/1" SACP Layer
Over Joint Sawcut Gean Edge
Ii`
In Ldcations Where Crown
Correction Is Required
See Overlay Wedging
Deta!! A Sheet 1-A.8
~ -NFG- CL N8
I
I Ii` I
GRADE DINT
MATCH
* EXISTING
i1'
TRAVEL LANE
TRAVEL LANE
Proposed:
1 1/2" Thick SACP i/1" Nominal Max Size Aggregate,
0.3 x i 0 ° to < 3 x 10 ° ESAL s type IV Pavement Smoothness
Asphalt Tack Coat
71/1" Thick SACP,1 "Nominal Max Size Aggregate, * ~:
0.3 x I06 to < 3 x 106 ESAL's
6" ThickAggregate Base Course, Grading C
-Geocomposlte Pavement
f^ll~l ~ i
J
pproxlmate Location of
Existing 6" Waterines
VARIES 0' TO Ii'
TRAVEL LANE
Z
F
8%
i; ~
4'
SHOULDER
VARIES 11' TO 22`
TYPICAL SECTION ND. I A
. NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 803+40.00 70 STA 810+51.00
CONSTRUCT TYPICAL SECTION 1 A IF WORK FOR OPTION 1 IS INIl7ATED AFTER THE
COMPLETION OF THE WORKIN OPTION 1
Proposed:.
11/1"Thick SACP 1/1"Nominal Max Size Aggregate,
a 0.3 x 106 to < 3 x 10' ESAL's Type IV Pavement Smoothness
3"Thick SACP, 1"Nominal Max Slze Aggregate,
m 0.3x106 to <3x106 ESALs
Asphalt Tack Coat•
n~ Mill Existing Pavement 1"~
a Existing:
°- Minimum 6" ThlckAsphalt Pavement
n Aggregate Base
Wheel Line lLV
I
N Variable Depth I
o Aggregate Topsoil j
Debris
5 ~` ----
,, `.
3 .\\ ~.
~ ')
Recondltlon~
~ Ditch
Approximate Location of
Existing 3"Sanitary Pipe
e
c~ .
i
I I

In Locations Where Crown
Correction is Required
~ -NFG- CL NB See Overlay Wedging
I Detail 8 Sheet 1-A.8
i1' i
I GRADE POINT
I
MATCH
NG ~ I * EXISTING
-~
- --- -
Install 2' Wide Paving Geotextile, -~
Type VI on 7 i/1"SACP Layer
OverJdint
Sawcut Clean Edge
ii' +/-
TRAVEL LANE
11'
TRAVEL LANE
VARIES ii' T011'
TYPICAL- SECTION N0. 1-B
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 803+40.00 TO STA 810+51.00
~C CROWN CORRECTION REQUIRED CONSTRUCT TYPICAL SECTION 1-B IF WORK FOR OPTION 1 IS TO BE COMPLETED
SEE CROSS SECTIONS FOR LOCATIONS CONCURRENTLY WITH THE WORK IN OPTION 1
* ~C APPLY IN TWO APPROXIMATELY EQUAL LIFTS, NEFfHER 70 EXCEED 4 INCHES
----
~----
2
V
f
8°6
r"~ r"~ ~ T
~ .
--•
Approximate Location of
Existing 6"Waterlines
VARIES 0' TO 11'
TRAVEL LANE
AGGREGATE TOP SOIL 'QI'
- -__.
Edged2in (Typ.) See Note 10
5 ~'1 ~~
'1
Existing
.Ground
ABLE DEPTH ?I,y ,
4' I VARIES
Proposed:
1 1/1"Thick SACP 1/1"Nominal Max Size Aggregate,
0.3 x 106 to < 3 x 106 ESAL's Type IV Pavement Smoothness
AsphaR Tack Coat
71/1" flick SACP, 1 "Nominal Max Slze Aggregate, ;k
0.3 x i0° to < 3 x 106 ESAL's
6"Thick Aggregate Base Course, Grading C
4'
SHOULDER
eocomposite Pavement
Edgedraln (Typ.) See Note 10
6 Z•1~P~ ''-_
:1
Existing
Ground
A~ARIABLEDEPTH ?1,y
AGGREGATE TOP SOLI '~'
4' VARIES
NOTES:
1. Locate all utllttles prior to beginning
work. Cal! North Caro!!na One-Cal!
Service [phone] or
(336)'855-7799.
1. Match proposed roadway and shoulder
cross slopes to existing unless
otherwise stated fi plans.
3. Match proposed curve wldening in
superelevated sections to existing
unless otherwise stated In the plans.
4. Recondition ditch and install Type 2A
erosion wntro! matting as directed by
the CO.
5. Place aggregate topsoil course and
seed alt disturbed areas, except paved
areas, in accordance with sections 305
and 625.
6. Maintain a Rna! elevation of shoulder,
adjacent to the edge of pavement,
1/2-inch below edge of pavement.
7, Round hinge point as directed by CO.
8. Maximum shoulder rollover is 8%.
9. WL =Wheel fine Survey
CL NB = Widening Centerline Northbound
CL 58 = Widening Centerline Southbound
10. Instal! base of edgedrain at depth of 24
Inches. See chart for Geocomposite
Pavement Edgedrain Locations.
11. Begin pavement removal where proposed
wldening !s less than 1'-6". See Detail
Sheet C.40
Geocomposite Pavement Edgedrain
Locations
BEGIN END LT/RT
+ +
810+51 CL SB 822+40 CL S8 RT

L '
NPS PMIS NO.: 090563

Proposed:
i 1/Z"thick SACP,1/1"Nominal Max Size Aggregate,
0,3x 106 to < 3 x i0` ESAL's, Type IV Pavement Smoothness
:k71/2"thick SACP, 1 "Nominal Max Size Aggregate,
0.3x10 to < 3 x 10 ESAL's
Asphalt Tack Coat
Mll! Existing Pavement Variable Depth
See Overlay Wedgrng
Deta11 A Sheet 1-A.8
Existing:
Minimum 8.5 Thick Asphalt Pavement
Aggregate Base
Wheel Line
' Z.00°k
\ __ +--
`. ' t. --
.~
Approximate Location of
Existing 3"Sanitary Plpe
^C -NFG- CL NB
~ 4"DEPTH
i AGGREGATE TOP SOIL
~ PGL S8
~ GRADEPOINT -
~ VARIES Vq~ES
1
16" D
Conc.
SAW CUT
CLEAN EDGE
11' +/-
TRAVEL LANE
2,0~9b ..
^~ T
th `
!rb Approximate Location of
6" Existing 6"Waterline
VARIES 11' 3'
MEDIAN TRAVEL LANE PAVED
TYPICAL SECTION N0. 2 A
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 810+51.00 TO STA 815+72.14
CONSTRUCT TYPICAL SECTION Z A IF WORK fOR OPTION Z IS INITIATED AFTER THE
COMPLETION Of THE. WORK IN OPTION 1
Proposed:
1 1/2"Thick SACP 1/Z" Namnna! Max Size Aggregate,
0.3 x 106 to < 3 x 10~ ESAL's Type N Pavement Smoothness
3"Thick SACP,1 " Nomlhal Max Size Aggregate,
0.3 x 106 to < 3 x 106 ESAL's
Asphalt Tack Coat
MI!! Existing Pavement Z"
See Overlay Wedging
Detail BSheet Z-A.8
Existing:
Minimum 6"Thick Asphalt Pavement
Aggregate Base
Wheel Line ILV
Variable Depth
Aggregate Topsoil
.Debris {
`. ~-=
~~\ ~,
.~
'~/ ~)
Recondition
Ditch
Approximate Location of
Existing 3"Sanitary Plpe

Proposed:
11/2"Thick SACP i/Z"Nominal Max Size Aggregate,
0.3 x 106 to < 3 x 106 ESAL's Type IV Pavement Smoothness
Asphalt Tack Caat
71/Z" Thick SACP, 1 "Nominal Max Size Aggregate, ~
0.3x10` to <3xi0` ESAL's
6"Thick Aggregate Base Course, Grading C
~~ `-Existing
ly;l ~ Ground
~ 18"Depth
Conc. Curb
~~-Geacomposlte Pavement
Edgedrain (Tsp.) See Note 10
6" 7yp.
VARIES
Proposed:
11/Z"Thick SACP i/2"Nominal Max Slze Aggregate,
0.3 x i06 to < 3 x 106 ESAL's Type N Pavement Smoothness
Asphalt Tack Coat
71/Z"Thick SACP,1"Nominal Max Size Aggregate, ~C
0.3 x i06 to < 3 x 106 ESAL's
6".Thick Aggregate Base Course, Grading C
i
~AP~ ~ Existing
L ~' -Ground
18"Depth
Conc. Curb
~~; ' i
Approximate location of
Existing 6"Waterline
11'
TRAVEL LANE
L

i
71/Z"Thick SACP, 1 "Nominal
Max SIze6Aggregate, ~ -NFG- CL SB
0.3 x 10 to < 3 x 106 ESAL s* ;
~ -NFG- CL NB
~ 4"DEPTH
i AGGREGATE TOP SOIL
~ PGL SB
~ GRADE POINT -
~ VARIES Vq~ES
-- - - ,~-~
1s'
16"Depths
SAW CUT Conc. Curb
-CLEAN EDGE 6" 6"
11' +/- VARIES
TRAVEL LANE MEDIAN
TYPICAL SECTION NO" 2-8
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION.
-NFG- CL NB PT STA Si0+51.00 TO STA 815+71.14
CONSTRUCT TYPICAL SECTION Z-B If WORK FOR OPTION Z IS TD BE COMPLETED
CONCURRENTLY WITH THE WORK IN OPTION 1
3'
PAVED
6"
VARIES
Geocomposite Pavement
Edgedrain (Tsp.) See Note 10
PAVEMENT AND AGGREGATE
BASE REMOVAL
)/C APPLY IN TWD APPROXIMATELY EQUAL
LIFTS, NEITHER TO EXCEED 41NCNE5
L
NOTES;
i. Locate all utilities pNor to beginning
work. Call North Carolina One-Cal!
Service (800) 63Z-4949 or
[phone],
2. Match proposed roadway and shoulder
cross slopes to existing unless
otherwise stated In plans.
3. Match proposed curve widening in
superelevated sections to existing
unless otherwise stated in the plans.
4. Recondition ditch and instal! Type ZA
erosion control matting as directed by
the' CO.
5. Place aggregate topsoil course and
seed all disturbed areas, except paved
areas, in accordance with sections 305
and 6Z5.
6. Maintain a final elevation ofshoulder,
adJacent to the edge of pavement,
1/Z-inch below edge of pavement.
7. Round hinge point as directed by CO.
8. Maximum shoulderrolloyerls 8%.
9. WL =Wheel line Survey
CL NB =Widening Centerine Northbound
CL S8 =Widening Centerline Southbound
10. Install base of edgedrain at depth of Z4
inches. See chart on sheet Z-A.2 for
Geocompos/te Pavement Edgedrain
Locations..
' Z.00%
+--
~-T-~---------
~ -NFG- CL SB

q

0
Q
"o
o"
0
N
n
Proposed:
11/Z"thick SACP,1/Z"Nominal Max Slze Aggr2gate,
0.3 x 10' to < 3 x 10' ESAL's, Type IV Pavement Smoothness
Asphalt Tack Coat
.Mill Existing Pavement Variable Depth
In Locations Where Crown Con-ectian is Required
See Overlay Wedging Detail A Sheet Z A.8
Existing:
Minimum 8.5° ThickAsphalt Pavement
Aggregate Base
Wheel Une ~V
VARIABLE DEPTH I
AGGREGATE TOP SOIL i '
MATCH
EXISTING
t -ZT
SAW CUT CLEAN EDGE
21`
~ ^NFG• CL NB
I
~m
Conc. Monol7thiclsland

IZ See Sheet Z-C.2
ForUmlts
I~
h
I~

~ Insta112' Wide Paving
Geotextile, type VI on
~ 71/1"SACPtayer
( Over Joint
VARIES
SAW CUT J
CLEAN EDGE
Q -NFG- CL SB PGL SB
C GRADE POINT
Proposed:
~ I 11/1" Thick SACP 1/2"Nominal Max Slze Aggregate,
2 ~ 0.3 x 10 ` to < 3x.10 ° ESAL's Type IV Pavement Smoothness
Asphalt Tack Coat
i ~ 71/Z"Thick SACP, I"Nominal MaX Site Aggregate, ~*
I 0.3 x 10` to < 3 x 106 ESAL's
~ 6"Thick Aggregate Base Course, Grading C
i Q
~ 2
~ _ Ed cdmaposite Pa See Note 10
i ~ 9 (TYPO - ---
uA~rES. F ~p1~
8% 61 21
1:1
'f
3' 6" ~ %
VARIES 17.9' TO 0'
UARIE517.1' T018.9'
11'
' TRAVEL LANE ACCELERATION ' I TRAVEL LANE
LANE Approximate Location of
Existing 6" Waterline
TYPICAL SECTION N0. 3 A
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 815+72.14 TO STA 823+28.19
CONSTRUCT TYPICAL SECTION 3-A IF WORK FOR OPTION 215INITIATED AFTER THE
COMPLETION OF THE WORK IN OPTION 1
Proposed:
i 1/2"Thick SACP 1/Z" Nominal Max Slze Aggregate,
0.3 x i06 to < 3 x 105 ESA1's type N Pavement Smoothness
3"Thick SACPl"Nomina/MaxSizeAggregate ~'-NFG-CL NB
&isting
6" Ground
VARIABLE DEPTH ?:l,y~
AGGREGATE TOP S0I1 '~I-
4' 4' VARIES
SHOULDER
D.3 x 106 to < 3 x 106- ESAL's ~ -NFG- CL SB PGL S8
Asphalt Tack Coat ~ ~ GRADE POINT
Proposed:
.Mill Existing Pavement 2" I ro Conc. Monolithic Island ~ I 11/1"Thick SACP 1/2"Nominal Max Size Aggregate,
In Locations Where Crown Correction is Required I2 See Sheet Z-C Z 2 ~ 0.3 x 10 6 to < 3 x 106. ESAL's Type IV Pavement Smoothness
See Overlay Wedging Detail B Sheet Z-A.8 I ~ For Limits. ~ ~ Asphalt Tack Coat
Existing: ~ ~ ~ ~ 71/Z"Thick SACP,1 "Nomina! Max Size Aggregate,. xc
Minimum 6"Thick Asphalt Pavement Q Q I 0.3 x 10 to < 3 x 10 ESAL s
I 6"Thick Aggregate Base Course, Grading C
Aggregate ~ e ~ i~ ~ ~ I
Wheel L'ne I I Instal! Z' Wide Paving I Q
I r_~fa~.~;m n.~a ur ~~ W
VARIABLE DEPTH
AGGREGATE TOP
.~
SAW CUT CLEAN
I i i/t° sacr Layer
i Over Joint
MATCH ~'
EXISTING ~VARlES;
- -~-
1 SAW CUT J
CLEAN EDGE
rnmposite Pavement
Edgedrain (Typ.) See Note i0
~ "---
UA- RTES. g Nyp'~
_ B% 6,1 Z;1
1:1
3' 6" ` % j
VARIES 17.9' TO 0'
11'
VARIES i7.1' T018.9'
I WIDEN.
11'
TRAVEL LANE ACCELERATION- I TRAVEL LANE
LANE LApproxlmate Location of
Existing 6" Waterline
TYPICAL SECTION N0. 3-8
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 815+72.14 TO STA 823+18.19
CONSTRUCT TYPICAL SECTION 3-B IF WORK FOR OPTION Z IS TO BE COMPLETED
CONCURRENTLY WITH THE WORK INOP770N 1
Existing
Ground
•VARIABLE DEPTH 2 j
AGGREGATE TOP SOIL ~'~
-'---~
4' I 4' I VARIES
T SHOULDER ~~~ ~T
PAVEMENT AND AGGREGATE ~
BASE REMOVAL
*' CROWN CORRECTION REQUIRED
SEE CROSS SECTIONS FOR LOCATIONS
~C * APPLY IN TWO APPROXIMATELY EQUAL
LIFTS, NETfHER TO EXCEED 4 INCHES
NOTES:
1. Locate al! known utilities prior to beginning
work. Call North Carolina One-Call
Service [phone] or
[phone].
Z. Match proposed roadway and shoulder
cross slopes to exlst/ng unless.
otherwise stated in plans.
3. Match proposed curve widening ih
superelevated sect/ons to ex/sting
unless otherwise stated ]n the plans.
4. Recondltfon ditch and instal!-type 2A
erosion control matting ds dlreded by
the CO.
5. Wace aggregate topsail course and
seed alf disturbed areas, except paved
areas, !n accordance with sections 305
and 615.
6. Maintain a fJnal elevat/oh of shoulder,
adjacent to the edge of pavement,
1/Z-Inch below edge of pavement.
J. Round hinge point as directed by CO.
8. Maximum shoulder rollover is 8%.
9. WL =Wheel pne Survey
CL NB =Widening Centerline Northbound
CL SB =Widening Centerline Southbound
id. Insta!(base of edgedrafn at depth of 24
inches. See chart on sheet 2-A.2 for
Geocomposite Pavement Edgedreio-
Locations.

L NPS PMIS ND.I uwpos

Proposed:
1 1/2" thick SACP, 1/1 "Nominal Max Size Aggregate,
0.3 x 10' to < 3 x 105 ESAL's, type N Pavement Smoothness
Asphalt Tack Coat
MiJI Existing Pavement 1 1/2"
Existing:
Minimum 8.5" Thick Asphalt Pavement -
Aggregate Base -
NB Wheel tine l~
.
6%
MATCH
EXISTING
-~----~
' j ~ ~-Sawcut
~~/ VARIABLE DEPTH
AGGREGATE TOPSOIL
9' +/-
PAVEMENTREMOVAL
VARIES 11'
SHOULDER TRAVEL LANE
Proposed:
i i/2" Thick SACP ~/2"Nominal Max Size Aggregate,
0.3 x 10° to < 3 x 1 d ESAL's Type N Pavement Smoothness
Asphalt Tack Coat
~C ~k 71/2" Thick SACP, 1 "Nominal Max. Size Aggregate,
0.3 x IO° to < 3 x 10° ESAL's
6"Aggregate Base Course, Grading C
~ -NFG- CL NB
VARIABLE DEPTH -
AGGREGATE TOPSOIL
8~
k.l '/
uARres
VARIES
TYPICAL SECTION N0.4 A
~: MATCH
EXISTING
•-----
In Locations Where Crown
Correction is Required
See Overlay Wedging
Detail A Sheet 2 A.8
~ -NFG- CL SB
~ *MATCH
~ EXISTING
Existing:
Minimum 8" Thick Asphalt Pavement
Aggregate Base
S8 Wheel Llne
i
~~
------ i
J ~~
Install 2' Wide Paving Geotextile,
SAW CUT Type VI on 71/2"SACP Layer
CLEAN EDGE Over Joint Approximate location of
Existing 6".Waterline
2' ~ 11'
TURN LANE
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 823+28.19 TO STA 825+26.78
CONSTRUCT TYPICAL SECTION 4 A IF WORK FOR OPTION 2 7S 7NITL4TED AFTER THE
COMPLETION OF THE WORK IN OPTION i
Proposed:
1 1/2" Thick SACP 1/2° Nominal Max Size Aggregate,
0.3 x 10° to < 3 x Id ESAL's Type N Pavement Smoothness
3" Thick SACP, 1"Nominal Max Size Aggregate,
0.3 x 10° to < 3 x 10° ESAL's
Asphalt Tack Coat
Mill Existing Pavement 2"
Existing:
Minimum 6"Thick Asphalt Pavement
Aggregate Base
N8 Wheel Line
MATCH
6% EXISTING
•-----
J
VARIABLE DEPTH-~
AGGREGATE TOPSOIL
9' +/-
PAVEMENTREMOVAL
VARIES i 1'
SHOULDER TRAVEL LANE
~f ~ 71/2" Thick SACP, i " Nominab Max Size Aggregate, ~ ~
0.3x10 to <3xi0 ESALs i
6"Aggregate Base Course, Grading C-~
VARIES
Asphalt Tack Coat ~ -NFG- CL
Proposed:
1 1/2"Thick SACP i/2"Nominal Max Slze Aggregate,
0.3 x 10° to < 3 x 105 ESAL`s Type N Pavement Smoothness
3"Thick SACP, 1 "Nominal Max Size Aggregate,
0.3 x 10° to < 3 x 10° ESAL's
Asphalt Tack Caat
~ -NFG- CL N8 Mil! Existing Pavement 2"
In Locations Where Crown Correction is Required
See Overlay Wedging Detail B Sheet 2 A.8
j Proposed:
~ 1 i/Z"Thick SACP 1/2"Nominal Max Size Aggregate,-
. 0.3 x 10° to < 3 x 10° ESAL's Type IV Pavement Smoothness
VARIABLE DEPTH
AGGREGATE TOPSOIL
VARIES
WIDENING
Z'
xC MATCH
EXISTING
i1' +/- 5' +/-
TRAVEL LANE SHOULDER
MATCH 1K
Existing:
- Minimum 6"Thick Asphalt Pavement
- Aggregate Base
ILV SB Wheel Line
~ VARIABLE DEPTH
i AGGREGATE TOPSOIL ~
Debris i
~ ,
_ _
~"~ \\~ Recondition
6" Ditch
Instal! 2' Wide Paving Geotextile,
SAW CUT type VI on 71/2"SACP Layer
CLEAN EDGE Over lomt Approximate Location
Existing 6" Waterline
i1'
TURN LANE
TYPICAL SECTION N0. 4-8
NEWFOUND GAP ROAD
WIDENING PAVEMENT SECTION
-NFG- CL NB POC STA 823+18.19 TO STA 825+16.78 PAVEMENT AND AGGREGATE k~
CONSTRUCT TYPICAL SECTION 4-B IF WORK FOR OPTION 21S TO BE COMPLETED BASE REMOVAL
CONCURRENTLY WITH THE WORK IN OPTION 1
~ CROWN CORRECTION REQUIRED
SEE CROSS SECTIONS FOR LOCATIONS
~c J~C APPLY IN TWO APPROXIMATELY EQUAL
LIFTS, NEITHER TO EXCEED 41NCHES
I1' +/-
LANE
5' +/-
SHOULDER
L -___--,

Proposed:
1 1/1"thick SACP,1/Z" Nominal Max 5tze Aggregate,
0.3 x 106 to < 3 x 10° ESAL's, type IV Pavement Smoothness
Asphalt Tack Coat
Existing: Mill Existing Pavement 1 1/1"
Minimum 8.5"Thick Asphalt Pavement
Aggregate Base
NB Wheel Line lLV ~ NB Roadway
I ~
j I
j MATCH j MATCH
, EXISTING i EXISTING
L_~
Proposed:
1 1/1"thick SACP, 1/2"Nominal Max Slze Aggregate,
0.3 x 106 to < 3 x i0° ESAL's, Type N Pavement Smoothness
Asphalt Tack Coat
Mill Existing Pavement 1 1/Z"

VARIES IO' +/- TO 0'
PAVEMENT REMOVAL
10' +/- 10' +/- VARIES VARIES 2' 10' +/-
TRAVEL LANE TRAVEL LANE MEDIAN TRAVEL LANE
onvvc~cn
TYPICAL SECTION N0, 5-A
0
m

L
r
a
>.
Y
4
Y
Proposed:
i 1/2"Thick SACP 1/Z" Nominal Max Size Aggregate,
0,3 x 10` to < 3 x id ESAL's Type IV Pavement Smoothness
3"Thick SACP, 1 "Nominal Max Size Aggregate,
0.3xi0° to<3xi0° ESAL's
Asphalt Tack Caat
Exisirn : Mil! Existing Pavement Z"
Minimum 6" Thick Asphalt Pavement
Aggregate Base
fVB Wheel Lrhe IN ~ NB Roadway
I ~
j I
VARIABLE DEPTH. MATCH I MATCH
AGGREGATE 70PSOIL I ~ ~ j EXIS77NG_
------- ------------------
--
,, ~-'~
VARIES 10' +/- 10' +/-
SHOULDER TRAVEL LANE TRAVEL L~
NEWFOUND GAP ROAD
OVERLAY PAVEMENT SECT70N
-NFG- CL NB POC STA 825+16.78 TO STA 827+65.00
CONSTRUCT TYPICAL SECTION 6 A IF WORK FOR OPTION Z IS INITIATED AFTER THE
COMPLETION OF 7HE WORK IN OPTIONI
-VARIABLE DEPTH
AGGREGATE TOPSOIL
Proposed:
1 1/2" Thick SACP I/Z" Nomina! Max Size Aggregate,
0.3 x 10~ to ~ 3 x 10' ESAL's Type N Pavement Smoothness
3"Thick SACP,1 "Nominal Max Size Aggregate,
0.3 x 10° to < 3 x 10` ESAL's
Asphalt Tack Coat
Mll! Exrsting Pavement Z"
VARIABLE DEPTH SB Roadway ¢
AGGREGATE TOPSOIL ~
~,, ,---
--- ~ -- ~- ,,, ~'~y vaalEs
VARIES
8%
8%
VARIES 10' +/- TO 0'
PAVEMENT REMOVAL
VARIES ~ 2'
EXIST j ~~
~ ~`. ,~.
7r .~~,
NCIJt----~- I - ~_i
Approximate Location of
.Existing 6" Waterline
Existing:
Minimum 6"Thick
Asphalt Pavement
Aggregate Base
MATCH ~ SB Wheel Line
I VARIABLE DEPTH
EXIST- j AGGREGATE TOPSOIL,'
Approximate location of
Existing 6"Waterline
10' +/- ~ VARIES
TRAVEL LANE SHOULDER
MEDIAN
TYPICAL SECTION ND. 5-B
NEWFOUND GAP ROAD
OVERLAY PAVEMENT SECTION
-NFG- CL NB POC STA 825+16.78 TO STA 827+65.00
CONST RUCT TYPICAL SECTION 6-B IF WORK FOR OPT70N 2 IS TO BE COMPLETED
CONCURRENTLY WITH THE WORK IN OPTION 1
PAVEMENT AND AGGREGATE
BASE REMOVAL
Existing:
Minimum 8.5" Thick
VARIABLE DEPTH SBRoadway¢ Asphalt Pavement
AGGREGATE TOPSOIL ~ Aggregate Base
~ llV SB Wheel Line
I MATCH I

L.
~ Roadway
GRAD~~INT ~
j
VARIES ~ VARIES
SEE CROSS SECTIONS ~ SEE CROSS SECTIONS
Existing
Ground ~\ 3:1
6"
Proposed:
i 1/2" thick SACP, 1/2"Nominal Max Size Aggregate,
0.3 x 10 ° to 3 x 10 ° ESAL's
Asphalt Tack Coat
3".thick SACP, 1 "Nominal Max Size Aggregate,
03x106 to3xi06 ESAL's
6" thick Aggregate Base Coarse, Grading C
89b
Existing
`~:t /~ Ground
6" -----. .-~'
VARIES 2' 8' 8' 2' VARIES
SHOULDE TRAVEL LANE TRAVEL LANE SHOULDE
TYPICAL SECTION N0. 6
OCONALUFTEE VISITOR CENTER SOUTH ENTRANCE
NEW LOCATION PAVEMENT SECTION
OVC POT STA 13+94.74 TO STA 16+67.74
a~
Y
n
h
r
P
'v
v
Proposed:
i 1/2"Thick SACP 1/2"Nominal Max Size Aggregate,
0.3 x 106 to < 3 x 106. ESAL's type !V Pavement Smoothness
Asphalt Tack Coat
71/2" Thick SACP,1 "Nominal Max Slze Aggregate, x:
0.3x106 to<3xi06 fSAL's
Q 6"Thick Aggregate Base Course, Grading C
i
V i
i
y'~~,~ ~ Existing
S. Ground
18"Depth
Conc. Curb
eocomposite Pavement
~Edgedrain (Typ.) See Note 10
on Sheet 2-A.2
6
3' VARIES
~VED
ULDER
INSET 1
-NFG- CL NB STA 806+40.00 TO STA 810+51.00
-NFG- CL N8 STA 815+72.14 TO STA 817+30.14
~ -NFG- CL NB -NFG- CL SB ~
'
m j j
SEE TYPICAL SECTIONS j U
W ~ 3 A OR 3-B FOR W
tij PAVEMENT STRUCTURE i ~
VARIABLE DEPTH j
gj AGGREGATE TOP SOIL ~
I ~

j j
VARIES 6:1
TO 5:1
8.00 8~ VARIES

VARIES
2' VARIES 2' 11' TO 0'
TAPER
INSET 2
NEWFOUND GAP ROAD
MEDIAN SECTION
-NFG- CL NB STA 8i9+60.45 TO STA 823+18.19
PAVEMENT AND AGGREGATE
BASE REMOVAL XY
* APPLY IN TWO APPROXIMATELY EQUA1
LIFTS, NEITHER TO EXCEED 41NCHES

REG STATE PRO]ECi SHEET
N0.
' `• .,. SE NC PRA•GRSM 1B19 2-A.8
Proposed
Variable Depth SACP,1/1"Nominal
Max Size Aggregate,
0.3 x 106 to < 3 x 10 6ESAL's,
11/1" Mln. Depth
Asphalt Tack Coat type 11i Pavement Smoothness
Asphalt Tack Coat i Roadway
Mill Existing Pavement,
3"MIN. VaHes 0"to 1 1/1" ~
____ _____ -°----'- i

----
---- ---___
- Proposed: ____------- - J ~
----------- i
I
I
Var.. Depth SACP, Existing: ~
i"Nominal Max Size Aggregate, Asphalt Pavement
0.3 x 10 to 3 x 10 ESAL's Aggregate Base
DETAIL A
Proposed:
Variable Depth Pavement Wedging Variable Depth SACP, 1/1"Nominal.
See Cross Sections for Locatons Max Size Aggregate,
0,3 x 10 6to < 3 x 10 l=SAL s,
1 i/1"Min. Depth
Type N Pavement Smoothness
Proposed: 3" M1N. I
1 1/2"Thick SACP 1/2" Nominal Max Size Aggregate, i
0.3 x 106 to < 3 x i06 ESALs Type IV Pavement Smoothness
Asphalt Tack Coat
3" ThickSACP, 1 "Nominal Max Size Aggregate, VARIABLE DEPTH '
0.3 x 106 to < 3 x 10 ° ESAL's WEDGING
"
-
-------- --"---------~
Milt Existing Pavement 1 -
----- -

------- ---------------------- --I
Proposed:
Var. Depth SACP,
1 "Nominal Max Size Aggregate,
0.3 x 10bto < 3 x 106 ESAL's

Existing:
i Mlnlmum 6"Thick Asphalt Pavement
~
----
--------- --- A99regate Base
U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMIP85iRATION
ETA
L EASTERN FEDERAL LANDS HIGHWAY DNISION
L
1
L GREAT SMOKY MOUNTAINS NATIONAL P.
NEWFOUND GAP ROAD - iB19
Variable Depth Pavement Wedging OPTION 2
See Cross Sections for Locations
F
N
C
O
M
0
N
_ 1
L NPS PM6 NO.: IPJW"f

REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 2-8.1

EPARTMENT OF TRANSPORTATION
U.S. D
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL IANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - 1619
OPTION 2
TABULATION
OF
~
_
QUANTITIES
~ _ NPS PMIS NO.: 0905 3
4
Y
a
M

0
N
M
N
- L
Quantity
Pay Item Item Description Unit NFG Rd. AS Req'd Totals
15101-0000 MOBILIZATION LPSM 1 1
15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM 1 1
15401-0000 CONTRACTOR TESTING LPSM 1 1
15705.0100 SOIL EROSION CONTROL, SILT FENCE (WIRE BACKED) LNFT 1630 70 1700
15706.0200 'SOIL EROSION CONTROL, CHECK DAM EACH 6 6 12
15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C EACH 3 3
15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D EACH 5 5
20102.0000 CLEARING AND GRUBBING LPSM 1 1
20301-1200 REMOVAL OF HEADWALL EACH 1 1
20301-1400 REMOVAL OFINLET EACH 2 2
20301.2400 REMOVAL OF SIGNS EACH 10 10
20302-0600 REMOVAL OF CURB, STONE LNFT 60 80
20302-2100 REMOVAL OF PIPE CULVERT LNFT 63 63
20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 3333 17` 3350
20303-3200 REMOVAL OFSIDEWALK,CONCRETE SQYD 96 96
20315-0000 SAWCUTTlNG PAVEMENT LNFT 4045 4045
20401-0000 ROADWAY EXCAVATION CUYD 2659 41 2700
20425-100D DITCH, EXCAVATION LNFT 210 210
20441-0000 WASTE CUYD 909 41 950
25102-3000 PLACED RIPRAP, CLASS 3 TON 85 BS
30101-1000 AGGREGATE BASE GRADING C TON 2080 2080
30501-0000 AGGREGATE TOPSOIL COURSE TON 146 9 155
40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE
AGGREGATE, 0.3 TO <3 MILLION ESAL TON 1812 38 1850
40101.1400 SUPERPAVE PAVEMENT,1-INCH NOMINAL MAXIMUM SIZE
AGGREGATE, 0.3 TO <3 MILLION ESAL TON 1963 37 2000
41301-0000 ASPHALT PAVEMENT MILLING (VARIABLE DEPTH) SQYD 2068 2068
41301-0400 ASPHALT PAVEMENT MILLING, 1.5-INCH DEPTH SQYD 1946 1946
41501-0000 PAVING GEOTEXTILE TYPE 6 SQYD 263 263
60201.0600 16-INCH PIPE CULVERT LNFT 460 460
60201-0800 24-INCH PIPE CULVERT LNFT 132 132
60201-1000 36-INCH PIPE CULVERT LNFT 108 108
60403-1700 INLET, TYPE 6A EACH 5 5
60403-1900 INLET, TYPE 68 EACH 3 3
60802-020D PAVED WATERWAY, TYPE 2 LNFT 100 100
60901-1500 CURB, CONCRETE, 16-INCH DEPTH (MOUNTABLE) LNFT 1089 1089
60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 1832 1832
60901-4000 CURB, STONE, TYPE 1,.16-INCH DEPTH LNFT 455 455
60910-0000 RESET CURB LNFT BO 80
60915-1000 WHEELSTOP, CONCRETE EACH 62 82
61501-0100 SIDEWALK, CONCRETE SQYD. 489 489
61503-1000 MEDIAN, CONCRETE SQYD 70 70
61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 25 25
62011.0300 STONEMASONRY HEADWALL FOR 18-INCH PIPE CULVERT EACH 3 3
62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 1
62011-0700 STONE MASONRY HEADWALL FDR 36-INCH PIPE CULVERT EACH 2 2
fi2028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 3 3
62501-0000 TURF ESTABLISHMENT ACRE 1.1 1.1
62901-0500 ROLLED EROSION CONTROL PRODUCT, TYPE 2A SQYD 850 850
63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SQFT 60 60
63316-1000 REMOVE AND RESET SIGNS EACH 25 25
63401-1500 PAVEMENT MARKINGS,TYPE H SOLID LNFT 3000 3000
63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID INFT 10293 10293
63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN LNFT 2646 2646
63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW EACH 12 12
63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW EACH 31 31
63405-3050 PAVEMENT MARKINGS, TYPE H,"ONLY"TEXT EACH 2 2
Quantlry
Pay Item Item Description UNt Nom, Rd, As Req'd Totals
63405.3250 PAVEMENT MARKINGS,TYPE H, ACCESSIBILITY SYMBOL EACH 4 4
63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 7 7
63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH EACH 0 50 50
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 225 225
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4
63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 11526 11528
63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL LNFT 4000 4000
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 355 355
63506-0500 TEMPORARY TRAFFIC CONTROL,FLAGGER HOUR 500 500
63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP EACH 4 4
63701-D000 FIELD OFFICE EACH 1 1
64502-0000 LOCATE UTILITIES EACH 5 5

0

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d
N
N
I N
M
0
N
~`,

L
REG STATE PRO]ECT SHEET TOTAL
N0. SHEETS

PAVEMENT SUMMARY SE NC PAA-GRSM 1819 2.8.2

DRAINAGE SUMMARY

a

s
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i

U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - 1819
OPTION 2
PAVEMENT AND DRAINAGE
SUMMARIES
q
m
H
H
m
r
NPS PMTS NO.: 090563
PAY ITEM PAY ITEM PAY ITEM PAY ITEM

PAY ITEM PAY ITEM PAY ITEM
PAY ITEM PAY ITEM PAY ITEM PAY ITEM 62011-0300 62011-0500 62011-0700 62026-1000

STATION
20301-1400
20302-2100
Removal of
20425-1000
Ditch
25102-3000
60201-0600
18
I
h Pi
60201-0800
60201-1000 PAY ITEM
60403-1700 PAY ITEM
60403-1900 Stone
Masonry Stone
Mason Stone
Mason Remove and

Removal of

ipe Culvert
,

Excavation

Placed Rlprap,
-
nc
pe
Culvert
24-Inch Pipe

Culvert
36-Inch Pipe

C
lv
rt .

Inlet, Type 6A

Inlet, Type 6B

Headwall for ry

Headwall for ry

Headwall for
Reset Stone
Inlet (EACH)
(LNFT)
(WFT) Class 3 (TON)
(LNFT)
(LNFT) u
e
(LNFT) (EACH) (EACH) 18-Inch Pipe 24-Inch Plpe 36-Inch Pipe Masonry
H

Culvert
Culvert
Culvert eadwall

(EACH)
(EACH)
(EACH) (EACH)
803+70 1 63 64 1 1
809+25 60 ~ 1 ~ 1
809+75 48
1
aio+94 g 1
811+75 80 1
813+19 28 1
1
815+19 100 60.1 80 2
620+40 4
1
822+50 176
1
823+70
823+81
824+29 1 1
825+b2 ~ 120 1
OVC 11U 25 32 2

TOTAL 2 63 210 85,1. 460 132 108 5 3 3 1 2 3
PAY ITEM PAY ITEM

PAY ITEM
PAY ITEM

PAY ITEM
PAY ITEM 40101-0600

Superpave 40101-1400

Superpave

PAY ITEM
PAY ITEM

Location /Station Range
20315-0000
Sawcuttin 20401-0000
Roadwa
Y
30101-1000
A 30501-0000
A re ate
99 9 Pavement,

1/2-Inch Nominal Pavement,i-Inch

Nominal 41301-0000

Asphalt Pavement 41301-0400
As halt Pavement
P
g
Pavement (LNFT) Excavation ggregate Base
Grading C (TON) Topsoil Course Maximum Size Maximum Size Milling Milling, l.5-Inch
(SQYD) (TON) Aggregate, 0.3 to Aggregate, 0.3 to (SQYD) Depth
<3 Mllllon ESAL <3 Million ESAL (SQYD)
(TON) (TON)
NFG WL Sta 803+4D to 826+50 3,885 2432 971 128 853 1176 487 1946

OVC 160 227 1109 18 959 787 1581

TOTAL 4,045 2,659 2,080 146 1,812 1,963 2,068 1,946

F q
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C
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3

0

I M

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0

0
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0

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ry
M

0
0

M
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REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 2-8,3

U.S. DEPARTMENT OFTRANSPORTATION
FEDERAL HIGHWAY ADM1N]STRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD- iB19
OPTION 2
EROSION CONTROLAND PAVED WATERWAY
SUMMARIES
NPS PMTS NO.: 090563

TATION PAY ITEM
60802-0200
Paved
Waterway,
Type 2
(LNFT)
NFG Sta 805+90 to 806+40 50
NFG Sta 817+30 to 817+80 50

TOTAL 100

TATION
PAY ITEM
15705-0100
Soil Erosion
Control, Silt
Fence (LNFT)
PAY ITEM
15706-0200
Soil Erosion
Control, Check
Dam (EACH) PAY ITEM
15706-1300
Soil Erosion
Control, Inlet
Protection
Type C
(EACH) PAY ITEM
15706-1400
Soil Erosion
Control, Inlet
Protection
Type D
(EACH)
Phase 1
OVC 1475
822+50 1
824+29 1
825+62 1

Phase 2
803+65 1
803+70 30
803+80 1
809+25 30 1
809+75 1
810+94 1
811+00 1
811+75 1
813+19 35 1
813+30 1
820+30 1
820+50 1
OVC 60
As Re uired 70 6

TOTAL 1700 12 3 5

L_
REG STATE PROJECT SHEET
N0, TOTAL
SHEETS
SE NC PRA•GRSM iB19 2.6,4

LOCAT ION PA L SIZE TEXT SIZE
Sign

No. Text

No.
Sign Text
Station
Side
Width
Heiht
9
Area Corner

Radii Border

Width fwlargio

Width
Numbers Upper

Case over

Case

Series Color
Quantity
TotalArea

Su ort
PP Remarks
(in.) (o.l (sq ftl (in,l (inJ (inJ lin•) (in.) (io,) Comb. (s ft) (No Pay)

I
W3-5 SPEEDZONE 775+DO RT
36
36
9
S Black 2(1)12.5
a ~~, 840+00 LT ee ote 1 on 2 IS lnstoll Sign
, Yellow 25
S~MEO 782+49 RT Black 3(1)12
5
2 R2-1 804+95 RT 24 30 5 S .
35 ee ote I on 3 15 lnstoll Sign
834+00 LT White =37.5

~ Black 1(1112
5
R4-7 ~ + - 24 30 5 .
3 NB 819
95 R7 See ote l on I 5 Install Sign
White =12.5
R~,TL~E Black !(1)12.5
4 R3-7R NB 828+85 LT 30 30 6
25 S on
~aA~ . ee ote I l 6.25 Install Sign
HT White =12 5
4 LT Black
,
5 mod. overs~avem~es OVC 36 24 6 t on l
R5-7 a~~^9efY~'~S Sta 17+50 R ee o
e 1 2 2 Install Sign
T White

Sheet Total 9 56.25 87.5 uFEDERALHIGHWAYADMNISTRATIONN
NOTES EASTERN FEDERAL LANDS HIGHWAY DMSION
:
Option 2 Total 9 56.25 87.5
1. See "Manual on Uniform Traffic Control" and "Standard N1ghWay Signs" GREAT SMOKY MOUNTAINS

for dimensions. Rounded Total 9 60 90 NATIONAL PARK
NEWFOUND GAP ROAD - 1619
2. Final locations of .the signs shall be approved by the CO. OPTION 2
PERMANENT ALUMINUM
~
SIGN SCHEDULE

0
Y
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a
N
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n

L
REG STATE PROTECT- SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 2.85
LOCATION PANEL SIZE TEXT SIZE
Sign
No Text
No
Sign Text
Station
Side
Width
Height
Area Comer
Radii Border
Width Margin
Width
Numbers Upper
Case ower
Case
Series Color
Quantit
Y
Total Area
Support Remarks
. . IinJ (inJ (sq ft) IinJ (inJ .
(inJ (inJ (1eJ (~.) Comb.. (s ft) (No Pay)
Mount worning lights Type B with
ROAD Block flags on each non-portable sign
1 WORK - - 1
t 32 212)12
W20-I 48 48 16 See o
e on 2 , -48
AHEAD " Orange Requires double post
Black Requires double .post
2(
2
2 - 16 ~~
G20-2 ROAD WORK - 48 24 8 See . ote 1 on 2
Oronge
Mount warning. lights Type B with

3
M0~ ROAD WORK.
NEXT 0
5 MILES
-
- Block
25
212112 flags on each sign
.Requires double post
G20-1 . 60 30 12.5 See ote 1 on 2 °48
EXPECT DELAYS Orange
Portable signs
ONE LANE Block
4 W20-4 - - 1 32 -
ROAD 48 48 16 See ote on 2
AHEAD Orange
Mount in combination with other

~ Block portable signs
5 ~ - I 24 -
W13-1 - 24 24 4 See ote on 6
M P H Orange
Portable sign
• Black
W ~ - - 4 1 32 -
6 20-7o B 48 16 See ote on 2
Oronge
Mount in combinotion with other
XXX Block _ Portable .signs
T - 6
W16-2 FEET - 24 18 3 See ote l on 2
Oronge

SheE;t Tatar Q
18 ~^7
1U1
144 U.S:DEPARTMENTOFTRANSPORTATION
FEDERALH]GHWAYADMINI5TRATION
NOTES EASTERN FEDERAL LANDS HIGHWAY DIVISION
.
1. See ~~Mahual on Uniform Traffic Control" and ~~Stondord HighWOy SIgnS~~ GR~NATIONALPPARKAINS
for dimensions. NEWFOUND GAP ROAD- iB19
2. See Traffic Control Plan and Details for Approximate Location. OPTION 2
CONSTRUCTION
3. Final locations of the signs shall be approved by the CO. s-cN SCHEDULE
NPS PMI6 NO.: W0663
L
F
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0
N
N
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4
0
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C
L_
CURVE INFORMATION
N~ NEWFOUND GAP ROAD
Curve =NFGVCN-1 Curve =NFGVCN-2
Z PI 804+82.35 PI 830+95.18
~= 8° 54' 17" (RT) 0= 0° 30' 23" (LT)
R = 2,100.00' R = 10,000.00'
T = 163,52' T =44.18'
' L = 326.38' L = 88.37 PT 806+45.21
+13 CL NB
Begin Crown
803+70 ~' NB Correction
18" CMP. +50 CL NB
Remove 63 Lf- i8"CMP 3.7%
Remove Inlet RT
Install 64 LP - 24"HDPE Type S Pipe
Instal! Stone Masonry Headwall RT
Remove and Reset Stone Masonry
Headwall LT
Instal1~30 LF ~ ~~.
Silt fenCe..~ ~p `~`---,.__
(I ~ ,,' ~ -
t
I ~~r ---__ - -- ~ ---_
~.
J.~
r ~
;~.
/~ ~~
3 ~
~ y-!~`r~
,,
~.
~~~ ~-
,! ~~~ ~'
,~• -
~~.
~yt9
~a~y~~b
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity..
~ Pavement Removal
B in 0 tion 2
egin i emng
-NFG- CL NB POC STA 603+40.00
Begin -NFG- CL
-NFG- CL NB PC 803+18.83 =
PT 811+39,37
2
Cherokee
___.----
m
+49 -NB " Insta~LF'_ ` +90~GLJV~ ~ 7 l`~`~, ~{ ~ `- ~`~ i ~'
- _ , ~ ~ ~~~ ~ ~ ~ - `_~° m
F ~ ~
_: _~-- _
~" -_ _ - --- .-_ - - - - ~T
=-~ _~= '- _ _ -_ _ n
End Transition a ectlon Devices ~ - Curb N
See Detail E636-1 n
-Construct Type 2 Waterway 2 N
CL N8 Sta 805+90 to 806+40
550' TAPER ~ STn 5,4GE '~^
STATION EQUALITY
-NFG- CL NB PC STA 810+51.00 11' RT =
- POT STA 10+51.00
809+15 fL NB 810+94 ~ SB
Install 60 LF- 24"HDPE type S Pipe 24" HDPE Type S Pipe
Install type 6A InletRT Remove Headwall RT
Install Stone Headwall LT Install 8 Lf- 24"HDPE Type 5 Pipe
Install Concrete Pipe Collar RT
Install Type 6A Inlet RT
809+75 fL NB 811+75 ¢ Se
Insta1148 LP-18"HDPE Type S Plpe Install 80 LF- i8"HDPE Type S Pipe
Install Type 6A InletRT Install Type 6A Inlet RF

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CURUEINFORMATION
3 Conc.
~ Curb
n
~_. 3
N •S 4°
~.
~~_~
N
nl
N
O
a
0
u
N
A
m
i
a
Curve =NFGVCN-3 Curve =NFGVCN-4 Curve =NFGVCN-5
PI 816+64.54 PI 821+09.83 pI828+91.16
~= 1° 08' 45" (RT)
' ~= 1° 02' 25" (LT) ~= 15° 34' 30" (LT)
R = 10,000.00 R =10,000.00' R = 2,375.00'
T = 99.99' T = 90.79' T = 324,80'
L =199.97' L = 181.57' L =645.60'
CURVE INFORMATION
S~ NEWFOUND GAP ROAD
Curve =NFGVCS-1 Curve =NFGVCS-2 Curve =NFGVCS-3
PI 813+42.27 PI 820+44.37 PI 824+90.04
~= 0° 28' 37" (RT) d= 2° 34' S3" (RT) ~= 5° 36' 33" (LT)
R = 10,000.00' R = 10,000.00' R = 4,500.00'
T = 41.63' T = 225.30'. T = 220.45'
L = 83.25' L = 450.52' L = 440.55'
_____S_e_e_S_hee_ts2-_D.1_&__2-_D.2_f_or_Oconaluftee ________________________~_~~_~_1
~ VlSltof Center LayOUt OCONALUFiEE VISITOR CENTER f;-,,.-~~5.~-1
_ I
/ ,l
j . NB PC 615+64.55 NB PT 81Z+64.53 ~ N,/ ~ ~~ ' ,i••-' I
i 1 --7 ~ -~ ~f/ ~-~
~ ~ _ - ~'~/I~ -
~-~, ., ... µ ~. '- ,wI~OLta irlJttind-J ~ ~_ r 4s ~ r ~~ ._.. 1 I /"`< I
ratable ~ - .,~ __ _ _ _ -~~i..<., _ i - , ,,I I
,6u ~!t-- - `' •~ i q ~ ern .~n,-, I~~.=. ~ ~ ~.m-j
A -~ ~ :f
L. ~,,. ` -fir- ~~ - - ,"
29!' N( NEWFOUND ROAD ~- 12
~,
i +00.00 SBA
End Conc. +30.00 SB
End Conc.Curb End ~~

Transition '
Mono
island 8e
m
.
_
~_ ________ _____ _
g ____ _____

m
v, Transition
C
C
35 SB PC STA 818+19.07
onstruct Type 2 Waterway
L SB Sta 817+30 to 817+80
0' ACCELERATION LANE
~SBPTSTA813
5B' PC STA 813+00.65
NOTES;
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement, The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
0
Y
F
e
M
0
a
0
m
`\
Pavement Removal
8i3+19 ¢ SB
36" HDPE Type S Pipe
Install 2B LF 36"HDPE Type S Pipe
Install Type 6A Inlet RT
Install Concrete Pipe Collar RT
Remove and Reset Stone Headwall RT
I
End Crown
2.0°rb
i
BEGIN -NFG- 58 WL
+ _
-NFG- WL STA 820+85
+89 CL SB

•D.2 for Oc~srml~ftee,~ ~_
PT 822+00.62 fns al131 LF 18"HDPE 7ypee~5-Qig
~r- ;'%Instal! 2"Stone Masonry Nead walls ii
`.`_ .w sr rcea ~ ,I
- -- SB-Pi~CCB ~~9 6 -.~ ` ;
-__~ ~ ~ ~
t` ~isti ~ eNands,.-
' `" ~ ..D~.. .D~t~7rtr"" i
....( i i ~
~~._..~ I
` Sri
« ,'S, ~:
f .. + ` i'•
` " ' r10;
__
°' - -~
. ~-._ _-
n
1 ~.
End Crown ~+~~
1
~+ +~^
+77 CL SS
+31.99 SB
11.00' RT
TIE TO
810+40 fL SB EXIST
18"RCP
815+19 f SB instal! 4 LF- i8"RCP
Instal! 80 LF- 36"RCP Install Concrete Collar RT
Install 2 Stone Masonry Headwalls Remove and Reset Stone
Alace Class 3 Rip Rap at Outlet Masonry HeadwaN RT
Construct an Earth Overflow Channel to South, Approximately g2Z+50 ~ NB
100 LF in Length, Approximately 3'-4' wide, depth td be Install i76 Lf- i8"HDPE Type S Pipe
Determined by CO. Stabalize First 30 Lf of Channel with Class 3 Install Type 68 Inlet Median
Rip Rap, Seed Remainder with Approved Seed Mix. Removal
of Trees Greater than 6" D/amter to accomodate the Overflow
Channel is Not Permitted. Limit Width of Equipment to no more
than 8' Wide.
~k.
:' ___~ ~~~. See Sheets 2-D
~`j; F~~ 1~,~ `~, Visitor Center L
'~1, (By Others sltor Center
2.7°k
LEFT TURN STORAGE

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-- ~D cD
N~
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Cherokee
824+29~ SB
18" CMP RCP
Remove Inlet Median
Install Type 6B Inlet Median
B25+62 ~ SB
Install 120 Lf-18" HDPE Type S Pipe
Install Type 68 Inlet Median

L
NOTES:
1, All callouts are referenced to the centerline
.alignment unless otherwise noted.
2. Utility locations are based upon field surveys and
utility records. Ail utilities shall be field located
by the contractor prior to construction activity.
3. On-site dimensions and radii shown are to face of
curb or edge of pavement if curb is not used.
4. Pavement markings in parking areas shall be
Thermoplastic.
4"Single Solid
White Strlpfng
(TYP•J
NB 816+14.1
36.28
NB 815+34.71 50.5' R
7739
i
~ BEGIN -0
/ `"~ I PC 10+00
~.
/~
/• i
' ~ -
~; -
i' % ~ -
,'
% ~ I ~~._-._ -
Existing OrnnaluRee Visitor Center Parking Area ! - - -- ____ "- " _
Mill Ex/sting Pavement~l l/2'" i
Overlay 1 1/2" SACP, (~.5" NMSA, ~, ~
Maintain Existing Curb Reveal
~ i
Remove 13 SV ~ ~ ~', .~
Sidewalk
Maintafr~~ Exis[Irtg ` , __ -- - ~ -- -
Curb Revea! ~ i
Tie to Existing ! { !
30 ,,~i ,~ ~Stane Curb
~' '~'r'~~F--?'- -~ - -- ~I'~~E~_. i L---~-
i ~---
\ ~ Remove and Reset ~_~.__., ,'4" Sin~le Solid _ , .~rl,
iu 30 LFStone Curb ' ~~ J Stnp~ng (•' 30'
N i'
~ ~l, a'n r~`,
~, u!
N~ 55'
H ~ ~ n
1.
50' R
Remove and Reset -'~~` ,~
501E Stone Curb ~ ,~'~/I'
~l t
.~ /
N~~ J
N8
NB 815+77.
_-- - _-,~ ~ ri ~ ._ ~ 5,00
i -" 4.5' R
Gates linbur9 '`',~:;~
0
N
N
rG
°o
C
ro
~~~Fk'
B 16+24 fsZ' ~ , ,;
Do Not Disturb ~~~'`N ~ ` ~ `-
Ex~sting Wall ~'~'
R
F
NEWFOUND GAP R D
-- ,., , ~.~ - - - . y
~-,--,r-,.~.-,-,..- ...
ride?. 'j.
B 81~ 19+64•
3.96
3.96' R
0
0
O
F
/ / I y~
'~\P/
SB 817+00.00
2.OO Cherokee
1.5' R ----~
® Pavement Removal
New Pavement Typlca/Section
I i/1" Thkk SACP,1/2"NMSA 0.3x10 to 3xi0 ESAL's
3" Thick SACP, 1 "NMSA 0.3x10 to 3x10 ESAL's
6" ThlckABC, Grading C

N
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Erosion Control Narrative
GENERAL GUIDELINES;
The Erosion Control Plans (ECP) are meant as a guideline for preventing erosion
and controlling sediment, The work outlined fn this narrative consists of applying
measures throughout the Iffe of the project to control erosion and minimize the
sedimentation of rivers, streams, and impoundments such as lakes, reservoirs,
bays, and coastal waters. The measures consist of stabilization and structural
practices, stoma water controls and other miscellaneous pollution prevention
controls.
The Contractor Shall:
1. Coordinate the Installation, use, and removal of erosion and sediment control
measures with roadway construction activities to assure economical,
effective, and continuous eros/on and sediment control Employ temporary
stabilizatlon practices in incremental stages as construction proceeds.
Z, Install all erosion and sediment control measures as shown fn the ECP or as
directed by the Contracting Officer (CO). Do not modify the type, size, or
locatlon of any control ar practice without approval from the CO.
3, Work to prevent inlHal soil erosion rather than trying to control eroded
sediment. Therefore, stabilize all disturbed areas as soon as practical, but
no more than i4 days aRer construction activity has temporarily or
pemlanently ceased.
4. Control only sediment-laden runoff generated by the project site.
5. Do not drive construction equipment across Sawing waterways.
6. Do not allow construction vehicles to track sediment offstte of the project
limits.
7. In general, preserve existing vegetation, trees, and shrtrbs when possible,
and where directed by the CO and as directed in section 107 of the Special
Contract Requirements.
Project Desorption:
This project is located in the Great Smoky Mountains National Park (GRSM), Swain
County, North Carolina and funct/ons prlmaNly as a touNst destlnatlon. Optlon 1
of this project is located around the OconaluRee Visiror Center. The scope of work
for Option 7 is to widen and reconfigure Newfound Gap Road to add tum lanes at
the entrance to the OconaluRee Usitdr Center and Park Circle Dnve, The parking
area will be reconfigured for the Oconaluftee Visitor Center. Additional
Improvements will include drainage, grading, pavement markings, traffic conlrol
and other work.
Existing Site Canditfdns:
The proposed site consists of moderately Rat floodplain at the base of fairly steep
mountains with rock outcrops. The drainage makes !ts way through a series of
ditches and stomr drain systems and ultimately Into. the Oconaluftee River, the
major drainage way for the area, where it continues flowing to Fontana Lake.
Critical areas:
Extra care should be taken when constructing culvert replacements, to prevent silt
from entering waterways.
Oh`-site areas:
DuMng excavation operations, the removed asphalt pavement and excavated
material shall be legally disposed of ofl`govemment property.
Erosion and sediment control measures:
Silt fence - A temporary sediment barrier consisbng of a wire-backed
synthetic filter fabric stretched across and attached to supporting posts and
enbrnched.
Block and Gravel Drop Inlet Protection (type C) - A sediment Alter area
around a storm drain inlet,
Curb Inlet Protection, Block and Gravel (Type D) - A sediment filter area
around a storm d2in curb Inlet;
Outlet Protection - StructureNy lined rip rap aprons at the outlets of pipes.
Check Dam -Small temporary stone dams constnrcted across a Swale or
drainage ditch.
Seeding -The use of vegetation in stabilizing exposed areas.
SEQUENCE OF CONSTRUCTION:
PHASE i;
1. Clearly delineate wetlands in area and surround with sift fence as shown on plans.
1. Contact CO to cooMlnate removal of vegetation from existing wetlands that are to be
disturbed during construction of the roadway and parking area.
3. Install silt fence and other measures as shown on the plans. Clear only as necessary to
Instal! these devices.
4. Verify with CO that all erosion control measures have been installed properly.
5, Begin clearing and grubbfng. Maintain devices as needed.
6. install new drainage system at 814+29 SB. Install erosion control devices immediately after
construction.
7. Rough grade site in area of new parking area entrance.
8. Grade outlet channel. Seed or place erosion control matting on channel immediately after
construction.
9. Instal! culvert. Install Inlet protection at culvert immediately aRer construction.
lO.Complete rough grading of site.
l1.Stabilize site as areas are brought up to finished grade with vegetation, paving, ditch !!Wings,
etc. Seed and mulch denuded areas within 14 calendar days of completion of any phase of
construction.
i2. When construction of phase I is complete and all areas are stabilized completely, contact CO
for inspection of site.
13.If site is approved, do not remove erosion contra! measures installed in Phase 1.
PHASE 11:
1. Inspect and maintain all erosion control measures installed in Phase I.
1. Install silt fence and check dams as shown on the plans. Clear only as necessary to instal!
these devices.
3. Verity with CO that all erosion control measures have been installed properly
4. Begin clearing and grubbing. Maintain devices as needed.
5. Remove and replace existing pipe.
6. Instal! new pipes. Extend existing pipes. Maintain water flow from existing ditches into new
drainage structures.
7. Rough grade site.
8. Instal! Block and Greve! Drop Inlet Protection (Type C) when the roadway grading nears
elevation of inlet.
9, Stablllze s/te as areas are brought up to finfshed grede with vegetation, paving, ditch llnings,
etc. Seed and mulch denuded areas within 14 calendar days of completion of any phase of
construction.
IO.When construction of Phase II is complete and al! areas are stabfllzed completely, contact
CD for inspection of site.
i l,lf site is approved, do not remove erosion control measures installed in Phase 1 and II.
PHASE 117;
i. Inspect and maintain all erosion control measures installed in Phases 1 and IL
2, Complete and dispose of pavement removal
3. Stablllze site as areas are brought up to finished grade with vegetation, paving, ditch llnings,
etc. Seed and mulch denuded areas within 14 calendar days of completion of any phase of
construction.
4. When construction of Phase III is complete and al! areas are stabfllzed completely, contact
CD for inspection of site
5. Ifs/te'is approved, remove silt fence and other erosion control measures and seed out or
Stablllze any resulting bare areas.
MAINTENANCE PLAN:
All erosion and sedimentation control devices shall be checked by the contractor for stability and
operation no less than once per week and also within 14 hrs of any rainfall produang more than
0.4 in of rain within a 24 hr period. Any needed repairs will be made immediately to maintain all
measures as designed. Maintain a cumulative and current written Jog of the condltlon of the
erosion control devices and submit to the CO upon request;
Maintain erosion control devices a5 follows:
SiltFence -Retrench if fence has been undermined and replace any deteriorated fabric.
Sediment shall be removed when the level of sediment deposition reaches.half way to the top
of the barrier.
Check Dam -Remove sediment accumulation behind the dams when Tt reaches one half the
original. height. Add stone to dams as needed to maintain design height and cross section.
Seeded Areas -The seeded areas will be checked regularly to ensure that a good stand is
maintained. Fertlllze and reseed as needed. !f work on the protect ceases for more than 30
days, all disturbed areas shall be temporarily seeded and erosion control devices maintained.
Curb Inlet Protection, Block and Gravel (type C and D) -Remove sediment and restore the
trap to Its original dimensions when the sediment has accumulated to one half the design
depth. of the trap.

L

\\\\\\~ )///~ ss i Rlp-Rar
(( a Section tl
~ \ / f4e~dwall
----- ~ ~'"'riunnmrruu r
-~ ~~//~// l ~ ~ 111\~~~
/F~D~/I J perspective dew
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Basin below)
DI.VI.n n
INLET' PROTECTION (TYPE C)
824+29 ~' SB
18" CMP/RCP
Remove Inlet Median
Install Type 6B Inlet Median
815+61 ~ SB
Instal! 110 Lf- i8"HDPE Type S Pipe
Instal! type 6B Inlet Median
811+50 ~ NB
Install 176 LP- i8"HDPE type 5 Pipe
Install type 6B Inlet Median
REG STATE PROJECT ~NO~
SE NC PRA-GRSM 1839 2-E.2
z -i~~
7PE type S Pfpe
y Headwalls
1 Temp. Silt
at Boundary
sting Wetlands.
with CO. (Typ.)
j =__._...~- ~f-4 ,J-.~
,~ . ~--- Cherokee ~
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
T SMOKY MOUNTAINS NATIONAL PI
NEWFOUOPTION 20 -1B19
EROSION CONTROL PLAN
PHASE I
o®
Sukh Ret
1. /
IAwJ t ivN n~q.
Section [fire Basin, Filter and Culvert Pipe
Detail 1
Abf b Sub

L
REG STATE PROTECT SHEET TOTAL
N0: SHEETS
SE NC PRA-GRSM SB19 2-E.3
H
. ~I'
+ ~ ~ ~ !r
~~. ~ 1
~~
~~
` J~ ~
~~J
~~
`\
..803+70 ~ NB ,,~ \~~~~ Il u
18"cMP Cherokee
Remove 63 LF- i8" CMP ~ \" I~ i ______~
Remove Inlet RT
Install 64 LF -14" HDPE Type S Pipe -~ ~ `~
Install Stone Masonry Headwall RT ~ ~ ~ ~~~,,;
Remove and Reset Stone Masonry ~ ~ , i
Headwall LT '~ ~- ~ of III<~ ,'~`~ ~~~' ~
Install `~0 LF o ~, •_ , _...__ `U° ~ ~` `~ ~ __ ~ ~` n
SlltFence-,\~p ~_.__--.~_--„ --_Install-30-LF f-~ ~'~~~. a' ~~i~.~
1 -_` _
~'r -- ___ ~ ,~~'°`.`---.~.sir''`r---~'.`"„~-~'~.•~,.~~.rW--i-.° "~.~ ~-o"a4~ \~~ CO
~ ~~~~~
J- ,
.f ~" ~ J
~. - =-"- L a ~` .~
~r-~ ~ - -
_ - _ ~_ ~ .. r _._,
i'--~-'_ ;/ice ~~!~~N~.M~.~~-_---~ '~.i i^~--~i ~~----~`~'`~1„~..'~~..-~="=~.-~L'~-~-"^
A, '` - r- ,~-~ m
.ti,-~ X ~.%- ~ ~~ ~ ~ _~~ ' ~ -'" Grading Construct Type 2 Waterway ~
a / ~,~ ~~ i ~'y ~ D ~_--~/-%` -- C1 NB Sta 805+90 to 806+40
o - f ~ ^i'--~~--_~... _----= ----_ ~ Temp. Check
~' r 3` . ~ ~~ .= `-- _ 1>`~--- Block and Gravel Drop Dam (7YP•J
-Dam (Typ.) Inlet Protection (Type D)
~~ `,~ ,, ~'~' j~~ " ~ 8lockand Gravel Drop
~ ,~ ~ J Inlet Protection (Type D)
f~
a~~+fi~'~
809+25 f1 NB 810+94 ~ SB
Install 60 LF- 24" HDPE Type S Pipe Z4"HDPE Type S Pipe
o Install Type 6A Inlet RT Remove Headwall RT
o Install Stone Headwall LT Install 8 LF- 24" HDPE type S Pipe
Install Concrete Pipe Collar RT
~ Install type 6A Inlet RT
809+75 ~ NB. 811+75 ~ SB
Instal148 Lf-18" HDPE Type S Pipe Install 80 LF-18" HDPE Type S Plpe
Install Type 6A Inlet RT Install Type 6A Inlet RT
1
e
a
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C
~ U.S.DEPARTMENi OF TRANSPORTATION
FEDERAL HIGHWAY ADM]NiSTRATlON'
EASTERN FEDERAL LANDS HIGHWAY DIVISION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - iB19
OPTION. 2
EROSION CONTROL PLAN
PHASE II
~ Station 803+40 to.Station 832+00
y
i fi4b N(af
NPS PMffi NO.: 090563

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z ~`-+~
3
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Gat~lrnb_urg o
0
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Product, type 1A
~ SB Sta 814+40 to 817+00
B13+i9 ~' SB
36" HDRE Type S Pipe
Instal128 LF: 36"HOPE type S Pipe
Install Type 6A Inlet RT
Instal! Concrete Pipe Co!!ar RT
Remove and Reset Stone Headwall RT
870+40 ~ SB
18" RCP
815+19 fL SB
Install 80 LF- 36" RCP Install 4 LF-18" RCP
Install Concrete Collar RT
Install 1 Stone Masonry Headwalls Remove and Reset Stone
Masonry Headwall RT
Place Class 3 Rtp Rap at Outlet
Construct an Earth Overflow Channel to South, Approximately
100 LF in Length, Approximately 3'-4' wide, depth to be
Determined by CO. Staballze First 30 LF of Channel with Class 3
Rip Rap, Seed Remainder with Approved Seed Mix. Removal
of Trees Greater than 6" Diamter to accomodate the Overflow
Channel !s Not Permitted. Limit Width of Equipment to no more
than 8' Wide.

~~ I
-1
iHEET TOTAL
N0. SHEEfS
2•E.4
t ~

L
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 Feet.
Pavement markings are referenced to the centerline
alingment.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition,
3. Signs shown reflect existing signs and layout, proposed
informational signs shall fallow sign schedules.
4. Pavement markings in parking areas shall be
Thermoplastic.
Begin Option 2--~
Sta 803+40
Tie to Existing
Pavement Marking
4"Single Solda
White Striping
z ~-~~~
4"Double Solic
In Yellow Striping
0
a0
+61
4"Double Solid
White Striping
ESTOP
i
Sta 000+10 LT
4" Mini•Skip
White Striping
+65-
+33 +45~
-t r+74

I' ~ Job Corps ~ I
I Center I
NB Sta 811 +37 LT
~, I
2 D

@
~ -
~
NB Sta 810+50 RT
~~
~
e ~ T
+4
NB Sta 8
al
°~
~ I 4"Single Solid
~ White Striping
+44 I
po y ~, ~-' ~ ~ ~ +90 +90
d) , ~ P RDA, ~'
v,~ dE~r-0~~' ~ 4"Solid Chevron 4"Single Soli
~ , Striping In Gore White Striping
// /,~ See Detail E634-3 ,
//! // SPEED j a Job COrpSI ~ ,
/ LIMIT ONGESTE I __ Center I
/ ~__
y / 35 AREA NB Sta 808+31 RT
/// / NB STA0807+50 RT N8 Sta 810+5Z RT
/ Sta 804+95 RT RELOCATE FROM
,/ / 35 NB STA 821 +OS RT
y ~./ NPH -
,// /''~ NB Sta 805+OS RT
/ REMOVE
SPEED
~~(g / 35~IPH ONGEST LIMB
Gatihn SPEED ZONE AREA ~ 5
AHEAD
Sta 781+49 RT
Sta 775+00 RT 3~
Sta 781+49 RT
REMOVE
v
i
v
r
0
v
V-
Y
L
i
S
ti
N
O
O
n
N
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N

Cherokee ~I
~i
NPS PNLS NO.:

L
rG~ Cherokee j
~ ~
~Gatlinburg ~
NB Sta 815+68 LT
RELOCATE FROM
SB STA 820+41 RT
a
n
m
k
N
0
Z
n
N
k
Gates flub 9
~STOP~
~`_~~ i1"StopBar_
NB Sta 815+51 LT
RELOCATE FROM
NB STA 815+41 LT
4"Single Skip
White Striping
-+07 58 _ _
NEWFOUND,CAPROAD I
c~~:
4"Single Solid
White Striping
58 Sta 814+83 RT
REMOVE
NB Sta 820+50 LT
r~ RELOCATE FROM
N8 Sta 811+51 LT
Changeable Stgn
System
Relocate Structure
_ \
DO NOT
'~' ESTOP
OVC Sta 10+00 LT & RT `-~~
RELOCATE FROM RELOCATE TO
SB Sta 821+46 LT 8 RT NB Sta 825+11 RT &
11"Stop Bar NB Sta 815+4i RT
~"-,~ ,~
~STOP~
~ i NB Sta 819+95 RT
~_~
NB Sta 816+11 LT OCONALUt7EEVISIrOR CENTEJ -
RELOCATE FROM
NB Sta 815+77 LT ~1
4"Single Solid `~I
White Striping
NB ~t 816+24 LT IL _
_ _ N8 L~8C16+65 LT ~
White
",~-
Do NOT
ENTER
NB Sta 815+41 LT
RELOCATE TO
N8 Sta 810+50 RT
NB Sta 815+77 LT
REMOVE
NOTES:
1, Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
Pavement markings are referenced to the cehterline
alignment. {[~~--
2. All striping shall be in accordance with the Manuaf on NB Sta 8i5+90
RELOCATED FROM
Uniform Traffic Control Devices (MUTCD) latest edition. SB sta 813+00
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4. Pavement Markings in parking areas shall be
Thermoplastic.

a
f
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** OVC Parking area requires 4 Reserved
Parking signs, and 1 Van Accessible
sign. Remove i of1 existing Van
Accessible signs, and relocate remaining
to shown location. Relocate all Reserved
Parking signs from existing locations to
shown location.
4"Single Solid
White Striping
i
4"Double Solid ~ ~ i
White Striping ~ _
/~ **
y y
L - - - - -
-
(
. ~
- - -
' - -
4" Minl-Skip 4"Solid Chevron
White Striping --------
Striping in Gore i C= Cherokee i
See Detail E834-4
j Gatl(nburg ~
4"Single Solid -------------
YellowStriping SB Sta 810+42 RT
-- RELOCATE 70
r-- ---------
i C~ Ocona I uftee i N8 Sta Si5+68 LT
4"Mini-Skip
White Striping
4" MiN~Sklp
~,,.,.~ White Striping
Oconaluftee ~
~ Visitor Center~~
j Mountain Farm ~ ~
i Museum ---~
~~ 1 ~~ ~ IUB Sta 814+76 LT
STOP; RELOCATE TO
i NB Sta 817112 LT
~`_ J~
REMOVE Do NOT
ENTER
OVCSta 17+50 LT & RT
RELOCATE FROM
NB Sta 813+85 LT~& RT
of oeava~eel
4"Single Solid
Yellow Striping
i Visitor Centers ~ `~i
a Mountain Farm ~ DER ~_____-~
i Museum NB Sta~813+43 RT
---------------~ SB Sta 822+46 LT 8 RT REMOVE
SB Sta 817+00 RT RELOCATE TO
RELOCATE FROM OVC Sta 10+00 LT & RT
SB Sta 816+36 RT ,~ "~
-------------,STOP
i t~ Cherokee i
~ Gatlinburg ~J i `_~~
_____J NBSta815+IIRT&
~ T +41 RT
~' I NB Sta 815
~~ RELOCATE FROM
Eu< NB Sta 821+05 RT SB Sta 823+00 RT NB Sta 820+09 LT
xTNC RELOCATE TO REMOVE INFO SIGN
SB Sta 819+00 RT N8 Sta 810+51 RT RELOCATE ONE WAY SIGN
RELOCATE FROM TO NB Sta 815+90
SB Sta 819+03 RT
Cherokee ~
~i
12"Stop
Bar 3
Of
cRi
~ ~~
m~
N
+04 N
~
y
W ~'
J

~3
~D ~

N NH
~ W~

z ~_
Gat/igb~rg
nh
~X~ti
~~
y~
~m
~m
;~
xti ~~
ti +So
~ ~ SPEED
~~ LIMIT
45
~` SB Sta 825+99 RT
4" Single Solld
White Striping
4" Sing/e Solld
Yellow Strioinal
r--------------
i Oconalufitee ~
~ Visitor Center I
I Mountain Farm ~~
I Museum --------I
NB Sta 827+12 LT
RELOCATE FROM
NB Sta 824+76 LT
MUST
NB Sta 828+85 LT
------------- AREA
N i s i for Center j
~ RIGHT LONE ~

~ Thru Trafifi i c I
~ruRe 35
MPH
SPEED
kee
rO
~----
----I LIMIT Che
NB Sta 819+59 LT NB Sta 831+15 LT
~~
RELOCATE FROM REMOVE 35 MPH
NB Sta 828+42 LT SPEED ZONE
NB Sta 834+00 LT
AHEAD
End Option 1 NB Sta 840+00 LT
Sta 831+15 NB ~'
es o Tre to Existing
~ 4"Single Skip Pavement Marking M y -
a White Striping ~ ~ ~
i ~ ~y~ ~~
`yam - ~~~ ~~~
~~\ ~ _ _t - J____ _- '~
t\~ ~`~~,_ 1 --_~--NEWFOUND GAP ROAO_1Q_.----'- ~~ ~~
Sta 826+80 SB ~ -,~ ~_ ------------------'
Tie to Existing --,-_-- - "--r
Pavement Marking N~ UNDGAPROAD~9@r-_----~--
-T-----
4" Minf-Skip
White Striping
NOTES:
0
Y
Q
h
h
N
M
h
L
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement, The pavement
has been measured and PK nails every 500 feet.
Pavement markings are referenced to the centerline
alignment.
2. ALI striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4. Pavement markings in parking areas shall be
Thermoplastic.
0
M
M

-1
i
i
i
i
x
Llm/t of Option 1
Tie to Existing
Pavement Markings
Big Cove Road

COMMERCIAL
CAMPGROUNDS
Sta 889+82 LT
+53 4"Single Solid
White Striping

7T -- ,a O
,.~ ~,, ~ - o~
-.~~~~ ~
~~
•i ~
~j ! 4"Single Solfd
~ ~/ White Striping ~''~ ~~
~/ ~
~;' o ~i
D~
~o
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8"'
Park ~z
Information om
Tune Radio m~
sPEEO To 1610 z
LIMB > o
45 Sta 88450 LT ~ °
sta 8s3+oo Lr STOP
1
~ Sta 887+08 LT I
00 I
.~-_-ter'-~-~~-- f~ C
f.- ~~ ~~.
-- +58
~- ~ -
f~~~~ ~-!_--
i~ f
f--" i i pOAp
UN~ GM
~" ~, +44 NEWS
;/
~~
i
i
i
4"Single Solid
White Striping
+7s ~;i
fi, o~
,f'i'/
~''~'
/ ar

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cp
Ga
,,,
I
L.
s
S
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ry
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4"Double Solic
YellowStriping
35 MPH 4"Double Solid -~
-(`~ SPEED ZONE Yellow Striping
F ~~
,~.`' s~o AHEAD
raEro
Big Cove Road
a Sta 883+81 RT Sta 883+81 RT
COMMERCIAL REMOVE
CAMPGROUNDS
Sta 882+89 RT
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2, Ail striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCDj latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall fallow sign schedules.
End Option 1
End Project
Sta 840+75
Tie to Existing
Pavement Markings
Cam,.
~~,
;~
,r-~ • ~`~
Sta 2 RT ~ `•~-~
~~
Cheroke
e

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TJ -~
/1 __.I ~
/~ "'_I.
,, I
0
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i
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0~
O
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N
C
u
+.,
~-4" Single Solid
White Temporary Striping
4"Double Solid
Yellow Temporary Striping
4" Single Mini-Skip
White Temporary Striping
Pavement Construction
Pavement Removal
L
F
a
0
0
S
M
NOTES:
1. Baseline stationing is based oh wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Dewces (MUTCD) latest edition.
' in si ns and la out, proposed
3. Signs shown reflect exist 9 w si n schedules.
informational signs shalt folio g

DO NO'
ENTER
~ .--L-~ ~
/ ~ L--~
/ ~

4" Single Solid
White Temporary Striping
~ / ~ ~ / \y~ / \~ \ ~ 4" Single Skip
~ / \ ~ ~ `I' \ ~ White Tem ovary Striping
/ ~ ~ / \`I'/ \ N\\ P
~ ~ / \T/ ~ 07
~ / \ 1
\ / 1
/ \ ~ ~ / \I 1 ~ ~~
i
^~'/~ `I NEWFOUND GAP y ,~ _- -
J NB ~ ~ -~ ~
ROAD \ _ - _ ~~ ~ ~- ~ ~ .~
__ _~_.~ I I `_ _ --~~"
y I .--r- _.__._-_ _____-_......--~ -
___
----- ---~ - -7----'------~
--
"~~-- -I-
+70 SB '
3
4" Single Mini-Skip
White Temporary Striping
4" Single Solid
White Temporary Striping
Mounted on
Type III
Mounted
Barricade
4, Locations of all permanent and temporary construction
signs as shown on these plans are approximate. Obtain
approval from the CO prior to finalizing locations.
5. See sheet 2-T.5 for temporary construction signage.
b, Use Detail E635-9 for lane shift. See Detail E635-6 for
lane closures.
-.T-----i"-
u1
N
au
~__~ ---- _ ~~ ~. Iii
- - - _" '~
--- __ __ -T` ~r
- -r Cherokee
NEWFOUND GAP
ROAD SB ---"""~-~
4"Single SoNd
Yellow Temporary Striping
TRAFFIC WARNING LEGEND
.Traffic Control Drum
Type III Barricade

z ~~
r
~ I
l
L
I
.-1---
J ~ .,
~, ~.=
~y~- ~~
i~~~,. ~~
i ~~ ~~
/Y ~ i~
i jai +40
i
bar9 .
4° Single Sohd
White Temporary Striping
NOTES:
1, Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4. Locations of all permanent and temporary construction
signs as shown on these plans are approximate. Obtain
approval from the CO prior to finalizing locations.
5. See sheet 2-T.5 for temporary construction signage.
6. Use Detail E635-9 for lane shift. See DetainE635-6 for
lane closures.
Pavement Construction
Pavement Removal
TRAFFIC WARNING LEGEND
Traffic Control Orum
Type III Barricade

(3) Type III
BaMcade
l;
aY~
~~
(3) Type III
Barricade

0
N
m~
ti
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k
0
0
e
ti
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a
Q
0
M
0
m
0
0
N
4" Single Solid
Yeilow Temporary Striping
NOTES;
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every SOO feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4. Locations of all permanent and temporary construction
signs as shown on these plans are approximate. Obtain
approval from the CO prior to finalizing locations.
5. See sheet 2-T.5 for temporary construction signage.
6. Use Detail E635-9 for lane shift. See Detail E635-6 far
lane closures.
Pavement Construction
Pavement Removal
TRAFFIC WARNING LEGEND
• Traffic Control Drum
Type III Barricade
:: Ni

a
a
N
F
a
e
N
m
0
0

L
1. Otitain approval from CO of final location
and spacing of signs and devices.
~. Signs 1 and 3 shall be mounted with Type B
warning lights and warning flags.
NOT TO SCALE
TRAFFIC WARNING LEGEND
blaming Light, type B, With Warning Flags
pi/M$ Portable Varlahle Message Sfgn
ROAD
o WORK
AHEAD
o END
ROAD WORK
ROAD WORK
0 NEXT 0.5 MILE
EXPECT DELAY
> PMLS NO.: 090563

GENERAL NOTES:
1. Obtain approval from CO of final location and spacing of signs and devices.
2. See details 635-2, 635-6, 635-10, 635-11, and E635-14 for additional
traffic control details.
3. Cover all conflicting signs during construction operations while using details
635-2, 635-6, 635-10, 635-11, and E635-14.
4: Place variable message signs/changeable message signs at locations shown
on the Traffic Control Map, and as directed by the CO. Coordinate message
text on the variable message signs through the CO. The contractor is responsible
for the variable message signs 24-hours a day, including the inputting/changing
the message and maintenance of signs.
5. No work on the entire project shall be permitted on weekends or holidays or
during the month of October Holidays shall include all National legal holidays
and Good Friday and weekends will begin at Noan on Friday and end at 8:00 AM
on Monday. No work shall be done the entire week after Easter Sunday. No work
shall be done on the Friday after Thanksgiving, and no work shall be done from
December 23, through January 2.
6. The pavement depth differential between lanes of traffic shall not exceed i 1/2 "
when opened to traffic. Pavement differential restriction not in effect if differential
is behind a lane closure,
7. One, one-lane closure will be allowed for Option 2. A minimum of 4 one-lane
closures will be allowed at any one time for entire project (Schedule A and Options).
Do not stop traffic for more than 10 minutes at one-lane closure setup.
8. Maintaintwo-way, two-lane traffic throughout the daytime from June 15 to
August 15.
9. Daytime hours are defined as from 8:00 AM to 9;00 PM.
10. Maintain two-way, one lane traffic using flaggers throughout the nighttime
and daytime except as noted above in General Note #5 and #8. All work, except
final surfacing, can be done at night with appropriate lighting plan as approved
by the CO. Final surfacing must be accomplished during daylight hours.
F
h
0
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0
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ti
L
NEWFOUND GAPROAD;
The Contractor shall construct Newfound Gap Road Widening and the Oconaluftee
Visitor's Center while applying the following:
Step 1 -Sheet 2-T.6
1. Install temporary control signs and devices per Sheet 2-T.S. Obtain approval
from CO of locations.
2. Install erosion control devices.
3. Construct the temporary lane shift per the traffic control plan and Detail 635-11
prior to commencement of work.
4. Construct Visitor Center parking area and roads as shown.
5, Sawcut existing edge of pavement and remove.
Step 2- Sheets 2-T.7 and 2-T.8
1. Construct the temporary lane shift per the traffic control plan and Detail 635-11
prior to commencement of work.
2. Construct new areas of existing parking area from 812+00 to 820+00 LT. Place
pavement up to but not including the final 1 ~/z" of SACP, Open to traffic.
3. Construct pavement widening from 803+40 CL to 821+40 S6 RT Place pavement
up to but not including the final i ~/z" of SACP.
Step 3- Sheets 2-T.9 and 2-T.10
1. Construct the temporary lane shift per the traffic control plan and Detaii 635-i1
prior to commencement of work.
2. Sawcut and remove pavement.
3. Mill pavement to the extents of the roadway and parking area widening.
Place final surface layer.
4. Place final pavement markings and permanent signs.
5. Obtain final approval from C0.
6. Remove all temporary traffic control signs and devices, Open road to traffic.
-1

ROAD
~ WORK
AHEAD
~ END
ROAD WORK
o°
M
a
o
Y
F
a
S
0
0
N
a

N
i. Obtain approval from CO of final location
and spacing of signs and devices.
z. Low shoulder signs shall be placed at
intervals specified by the CO In both directlons
on Newfound Gap Road.
NOT TO SCALE s. signs 1, 3, and 4 shall be mounted with Type B
warning lights and warning flags.
TRAFFIC WARNING LEGEND
Warning Light, Type B, With Warning flags
PVM$ Portable Variable Message Sign
ROAD WORK
0 NEXT 3 MILES
EXPECT. DELAY;
LOW
® SHOULDER,

a
7
O
~;
m
0
0
e
`4
REG STATE PROJECT SHEET
N0.
SE NC PRA-GRSM 1B19 1d.5
U.S. DEPARTMENT OFTRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
_ EASTERN FEDERAL LANDS HIGHWAY DMSiON
GREAT SMOKY MOUNTAINS
i NATIONAL PARK
- NEWFOUND GAP ROAD -1B19
OPTION 1
DRAINAGE PIPE PROFILES
.~
L NPS PMTS NO.: 090563
i

REG STATE PRO]ECf SHEET
N0. TOTAL
SHEEfS
OP ION SE NC PRA•6RSM 1819 2•X.9

NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

Q

i
1
I ,.
~ :

---
-----
---

-2.0

/. i•

St .8141 0.00 ! S ..814+ 0.00 R 1
Overla Gra e ° 2 45.1 De .Grad ° 2, 5.78
14+5 .00
,i

~ Z

'
~
//

i ,~_, ~~
~
~ i
i
i
/
-- ---- --- --

,,
,, -- -

- -----

- - --- ----- ---- - -- r
St .814+ 0.00 ! S .814+ 0.00 R l
~~ verla Gra e ° 2, 45.0 Des Grad = 2,0 5.46

14+0 .00
3 1 1 3 0
4
c
0
4
e
F
a
h

a
N
\`I

REG STATE PROJECT SHEET
N0. TOTAL
SHEEfS
SE NC PRA-GRSM 1819 2-X.8
OP ION
NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

i __ _

_-
-

-' __
~-
----
~

i _
,
;,' St
verJ . 8J3*
Gra 0.00
e = 2, I
44.9 St
Des. . 8J3+
Grad 9.99
= 2,0 I
5.07

13+5 00 ~'
.

- .0 % I:IO /.•/ j _ 1:20 ,_ --

__, - - j

%~ St
verla . 8J3+
.Gra 0.00
e = 2, J
44.6 Sfa.
Des. 813+0
rode .04
2,04 1
.67
13+0 ,00 %

3 1 1 3 0

D
y
v
v
n
d
m
m
S
REG STATE PROJECT SNO~ SHEETS
O P ION
-..~ SE NC .PRA-GRSM 1819 2-XJ
NE FOU D G PRO D @ CON LOFT E VI ITOR CENT R

' St . 812* 0.00 l St .812+ 0.04 l
verla Gra e = 2, 44.2 Des. Grade = 2 0 .28

A
~
1
,
,/

A :

1
I
~ '
. //.
' i ' .~ /

~
,~'
St .
8121
0.00
I i
Sta.
812+0
.04
1
' verla Gra e = 2, 43.7
12+0 .00 , ~~
5 1 1 3 6 0

REG STATE PROJECT SHEET
N0. TOTAL
SHEEfS
SE NC PRA-GRSM 1819 2-X.6
0 ON

NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

~ ,.
,~'

- - - - - -

,' '~ St .811+ .00
= 1 St .811+5 .04
- I
11+5 .00 '~

/ .

i
i
~'
I -2
00 --'
-2.0 % . . _

_ ~~~

//
St
.811+
.00
1
Sta
811+0
.02
1

11+0
.oa
' _ .

0 3 1 1 3 60
C
4
2
e
V
V
H

V
1
a

REG STATE PROJECT SHEEP
N0. TOTAL
SHEETS
OP ION SE NC PRa•GRSM 1B19 2-)C.5
NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

,,
,~
///

11 -2.0 % I•!

____

__ -2.00
1 _~_~ ____ __ _____ ____ ____ _~__ ___ -__~
~
,' /
///

st

.810+

o.oo

r
10+5 ,00 = •

,~
I~

St . 810+ 0.00
10+0 .oo eslg Gra e = 2, 42.10
5 3 1 1 3
i
i
1

v
a
0
a

REG

SE STA

N TE

C

PRA PIlO]ECi

•GRSM 1619 SHEET
N0.
2•X,4 TOTAL
SHEETS
OP ION

NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R
Sta.
809+
8.00

,-
-2.0 % 2. 0% 0.72° - 1`~

_
,
__ _____
09+5 ___,
.00 -~~ Deslg Gra e = 2 41.90

I: '
-2.0 % 2. 0° 1.55° -

' __" "" "" Sta . 808+ 0.00
_ _" - +

09+0
.00 Desig Gra e = 2 41.75 e= (+) 2.

-'

,-
~~
,,

,.
,,
I~
',
-2.0

-
--

-----
-----

- 2.00%
-

_
--- -----
E
' ~" _
08+5
.00 Deslg Gra e~ = 2 41.59

V
5
3
1 1 3 0 ~
z
Y
a
c
i

REG STATE PRO)ELT SHEET
N0. TOTAL
SHEETS
O P ION SE NC PRA-GRSM 1814 2-X3
NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

,,

08+0 .oo Deslg Gra e = 2 41.44

Sta
Be . 807+
in Tra 9.00
ition
°
i
i

~~

-2.0

%

2.

0%

.00% 1
1~
~ _ _---
,__
--
-----
07+s .oo
Sta.
07+4
.00 Deslg Gra e = 2, 41.23

-2.0 % 0. 2% ~.3

07+0 :oo Deslg Gra = 2, 40.95
3 1 1

OP ION
NE FOU D G PRO D @ CON. LUFT E VI ITOR CENT R

B
e gin Tr
(+) nsitio
.0%

06+5 .00

^ S
E
e 806
d Tran
(+) 1 23.00
ition
0%

--

_-

__
--

--~ "
__
_,-
06+0 .00

', B
B gin Cr
gin Tra wn.Co
sition rection
'- a (+) 3 2% - "-~
~~___
F ---
05+5 - --
.00 -
0
6
5
3
1

REG STATE PROIECf S 0~
SE NC PRA•GRSM 1819 2-K.2
Sta. 806+ 0.00'
Be in Tran ition
Sta. 06+2.00
)eslg Gra ° 2, 40.80 End ransioi n
e= 1.0 /
1.2 % ~ 2.00°. 8.00% ~~,k~''
ta. 80 +00.0 R I
r)as nn G ade = 2.040 6
Sta. 05+5 .00
Begi Transiion
- ~_~ i -__ _-= J CU/
Nerla Gra e = 2, 40.

I
1
f
1
1
1
F
Q
M
Qi
O
h
Q
ry
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
O P ION SE NC PRA-GRSM 1619 2-X.1
NE FOU D G PRO D @ CON LUFT E VI ITOR CENT R

05+0 .oo verla Gra e = 2, 40.T

04+5 .oo erla Gra e = 2, 40.8
T
7
l
1
1
`

_

---

----
-

-
1 _-~- -

o4+a .oo Overla Gra e = 2 041.09

- 9~*~ .00-- - - ----
-
-
-----
5 1 1 3 p p

-1
z ~~
°~.,
~%1 __I N ±~~ ----_-_--
.~ _
~ ~`~ ~ ~~ ~==L= ~ i~ ICI I I I I I I i I ~_
1~ I ~'
_~,\
~ -
N ~ /~ `\ % \ % \~% \.~ Cher.--~k=~
~~
~~llllllillll.lIII!IIIIIII~' ~ Lam."-~ __-
y}_ I ~,_,_,y„~ ~,_., ~ NEWFOUNDWIP
~ ROAD NB I /1 ~_-~---- ~ _r t'
---- _
--- -----
~ NEWFOUNOGAPROAi~_ ~ --------
O - - - r'----_._
s NOTES:

N
C
4" Single Solld
tinbur9
Gat Yellow Temporary Striping
es
~
~ "
Single Solid
4
Yellow Chevron Striping
in Gore
PII7mr • • • y ~•~ -
.p
- ._-r
------=-r- -=----r--------T-----~--- -~NEWFOUNOC.aP -~ -__.-,----~
ROAD SB
4" Single Mini-Skip
White Temporary Striping
4° Single Solid oNo
White Temporary Striping
i
~ 1. Baseline stationing is based on wheel measurements
~ along the left side edge of pavement, The pavement
has been measured and PK Halls every 500 feet,
2. All striping shall be in accordance with the Manual on
~ Uniform Traffic Control Devices (MUTCD} latest edition.
y
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
r 4. Locations of all permanent and temporary construction
~ signs as shown on these plans are approximate. Obtain
approval from the CO prior to finalizing locations.
Y 5. See sheet 2-T.5 for temporary. construction sighage.
E TRAFFIC WARNING LEGEND
6. Use Detail E635-9 for lane shift. See Detail E635-6 for
lane closures, Traffic Control Drum
a
n Pavement Construction ~ Type IIT Barricade
0
Pavement Removal
L

L
i
i
u
f
a
Q
0
M
0
0
M
Z
i
~ ~
~ ~
1 ~
~ ~
~ ~
~ ~ Cherokee ~
~ -~~
~ ~
t ~ 3
'" ~ ° ~
~ ~ro~
4"Single Solid ---..
Yellow Temporary5triping I I I ~~ I I ~~ ------ ~°
0+00 / - ~
---i----- -----1----~ i ~--~ i ~--~-----~-f'/ - -~- - - ~
OD .y~!~~~.=-v ~= NEWfOUNDGAPROAD -~_.-~~._t9Q t9O -------
~ _ ~
/ii%` ice" (p
w~ ~~,~-"~~ 4"DoubleSolld 4" Single Minl-Skip '~
~ _~ ~ Yellow Temporary Striping White Tem ora Stri in N
r ~ ,~ +40 P ry P 9
` ~~ i~ y
~,' ~-` ~i~ 4" Single Solid ~'
% ~~~~ White Temporary Striping ~
~' 'i ~a~lit~bO~
i
NOTESr
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2, All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4, Locations of all permanent and temporary construction
.signs as shown on these plans are approximate. Obtain
approval from the C0 prior to finalizing locations.
5. See sheet 2-T.5 for temporary construction signage. us: DEPARTMENroFTRANSPORrAnoN
FEDERAL HIGHWAY ADMINISIAATION
EASTERN FEDERAL LANDS HIGHWAY DMS10N
6. Use Detail E635-9 for lane shift. See Detail E635-6 for
lane closures. GREAT SMOKY MOUNTAIN5 NATIONAL PARK
TRAFFIC WARNING LEGEND NEWFOUND GAP ROAD - 1619
Pavement Construction Traffic Control Drum OPTION Z -STEP 3
Pavement Removal ~ Type III Barricade TRAFFIC CONTROL
- Statlon 797+50 ro Statlan 814+00
P®
smkm klt
NPSPMIS NO.: 9

z ~~
F
0
0
m
8
N
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N
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0

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L
Gatlinburg
NOTES:
~J~~ -~
- (3) Type III /~ I 4" Single Solid
Baniicade ~ II White Temporary
I I ~L (3) Type III -
_____ ~ L_____I .Barricade
-----L'-----~-----L_.__
o _ ~-
~~%~-L= ~ I'I 111111 I ~____,
~ `I NEWFOUND GAP I
\ f ROAD NB
-_..~!
4" Single Solid
White Temporary Striping
4" Single Skip
White Temporary Striping
~ y~ ~~~
-1~~ ,9..J-~
~~~
\~1~- ___ ---~ ---7---------, r-- J----~~1
/ ~i
--
___._. ~-- -------~ -- T~
~ - _ ' - - - ._ -. 1 ----'-' _- ~~~-
I-4" Single Solid
White Temporary Striping
4"Double Solid
Yellow Temporary Striping
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
~ ENTER ~
Mounted on
Type III
Mounted
Barricade
--~ "1' ~.. - ~~
+70 SB '
+40 SB
4" Single Mini-Skip /
White Temporary Striping
4" Single Solid
White Temporary Striping
4. Locations of all permanent and- temporary construction
signs as shown on these plans are approximate. Obtain
approval from the C0 prior to finalizing locations.
5. See sheet 2 T.5 for temporary construction signage.
6. Use Detail E635-9 for lane shift. See Detail E635-6 for
lane closures.
--.T-----~--
N
N
- -- -^ - _ ` _ ~ ~ r-
-f-'-'_ --T-~~
NEWFOUND GAP Cherokee
ROAD SB ~
4"Single Solid
Yellow Temporary Striping
4" Single Mini-Skip
White Temporary Striping
Pavement Construction
Pavement Removal
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HlUHWAY ADMINISTRATION
EASTERN FEDERAL LANDS NIGHWAY DIVISION
GREAT SMOKY MOUNTAINS NATIONAL PART
TRAFFIC WARNING LEGEND NEWFOUND GAP ROAD -1819
• Traffic Control Drum OPTION 2 -STEP 2
Type III Barricade TRAFFIC CONTROL

L

REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM iB19 1d.9
z ~-_.
L
i~~
Sta 866+48 SB LT
4"Single Solid
Yellow SMping
4"Single Skip
White Striping
4"Single Solid
White Striping~~
4"Solid Yellow
Chevron Striping in Gore
See Detail E634-4
4" MI!
White
NB
`rA ~~ NB
vennmm
Z am m
MPGgW1A5
ono Sta 864+81 N8 LT
k~
M ..~
// - - +10
G~ - ~ 19 ~~
Blue Ridge
Parkway
NEXT RIGHT
CLOSED 4"Single Solid
Sta 867+03 NB LT White Striping
+70 ~~ '" ~
+88 // ___ ~'~~
NEWFOUND GAP ROAD
- - +30
10 "Mini-Skip
White Striping
....
~~~ ~
obS a~f9 ENtER KEEP
Ga~~~~ ~ , ' ~ WRONG S~ Sta 866+48 SB LT & RT ~
i
m" o WAy ~ Sta 866+38 NB RT
F ~',} r Sta Sfi5+15 S8 LT & RT Remove Existing Keep Right Sign
M ~
°u ~ ~~
ti
G S. End -NFG- SB WL
yN Sta 7 +
o y -NFG- WL Sta 869+85
m
~ ~
H
B
r
0
n
e
ti
0
NOTES:
0
1. Baseline stationing is based on wheel measurements
s along the left side edge of pavement.. The pavement
k has been measured'and PK nails every 500 feet.
e 2. All striping shall be in accordance with the Manual on
h Uniform Traffic Control Devices (MUTCD) latest edition.
e
3, Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
0
N
A
ti
steep, Winding
Mountain Road
NEXT 35 MILES
BE PREPARED FOF
SEVERE WEATHER,
.ICE AND SNOW
FLIP DOWN
\ Sta 873+49 LT
1
`,

4"Double Solid
Yellow Striping
I-4"Single Solid
White SMping
~~
~ COMMERCIAL
VEHICLES
PROHIBITED
V101"iT9
-$~bfett t0
\ Tin®T Test
® Sta 875+80 LT
rA~ /~,\.
4 °"`
k'
4~,
~o
~~~
U.S,. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
GREAT SMOKY MOUNTAINS NATIONAL
NEWFOUND GAP ROAD - 1819
OPTION 1
SIGNING AND MARKING
station BB3+so ro station en+sD
p m, ~,

4
i
I
0
Y
F
a
e
M
Q
0
I
~~I
I~~
I0~
I~
I ~~/
STOP
Sta 000+15 LT
Gates 9
4"Single Solid ~
White Striping ~ ~
op ~ 4"Single Skip
~ v White Striping
0
O
~h
~~
~v
U~
+., _
- - -
m
~ - - - - - -
O
On
~h
N ' 4"Single Solid
o~p ~ Yellow SMping
v
Gt C~ Parkway
~~ Q Cherokee
Sta 853+00 SB RT
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4"Double Solid
YeNow Striping
r~ / \
~ / 29-
Sta 8 35+95 NB LT / ~ /00+0
~ NEWFOUND GAP ROAD NB
Limit of Option 1
Sta 001+00
T/e to Existing Pavement Markings

1 11"Stop Bar
DO NOT
ENTER
\ Sta 000+95RT QGreot Smoky Mtns
~~
\ ~ 0 4 Single Solid Nat i ono I Park
White Strfping
~ 11 \ \ i1"Stop Bar ~ Parkway ~
Sta 86i+56 N8 LT
69 \ 63 53
60
l i~~
~ y
- - - -NEWFOUND GAP ROAD SB - - - - - ~ '~ _ `
-- __ _'_-' - +00
+00 +70 +~
Do NOT 4" Single Solid
4"Double Soli o White StNping
White Striping ENrEit ~
ENTER
Sta 857+58 SB LT
ao
Sta 858+95 SB LT
a TG 441 So~TH
Cherokee ~ MI.
Sta 858+21 SB RT
~~ ~
4"Single Solid
YeNow Striping
4"Mini-Skip
rWhite Striping

~~ ~;
10 h0
~~X~~
i, ~~
\~~~~~
Sta 861+70 SB 1T d`RT ~~Oj~
~,a
/~~
4
h
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~`
ti
Che~o~
0e

1

L
REG STATE PRO]ECi SHEET TOTAL
„. N0. SHEETS
_, SE . NC PRA-GRSM 1B19 1•T.7
EL}C 3
RING SPEED n
~ lb Sta 849+57 NB LT LIMIT
ti Visffor Center O.5mi 45 N
~, Newfound Gap I6mi ~ m
Get~ipb~r C~ 0~ ~ Sta 851+OS NB LT ~
9 ; ~ Gatlinburg 3Omi Q,
Sta 847+90 NB LT ~ ~+
~ CAO
y g ~ o
Z
0 ` ~ ~ ~ ~
'~ ~~ - ~ her/
ti
0 ~ ~ ~ 3
w _
`Q~ ~ .~, ` '~ ._ NEWFOUND GAP ROAD N8 ~ _ _ -- ~ - ~ ~- frt1
o _ '~
ga ° - _ _ - `D `~
M ~ FOUND GqP ROAD 58 _ -' - - - - - "- E"'`~
°'I 4"Single Solid ; ~N
ro Yellow Striping 31 ~p
y o Sta 851+56 SB RT ~
to MILE MARKER ~
$ ~ ~ SEE DETAIL E61I-A
4 Single Sklp N 4 Sngle Solid
~ White Striping ~ White Striping
z RIGHT
o° LANE
v NI)
c ~ Blue Ridge
Parkway 2000
3 NEXT LEFT FEET
CLOSED Sta 848+50 SB RT
0
~ Sta 846+70 58 RT
a
o NOTES;
~ 1. Baseline stationing is,based on wheel measurements
-along the left side edge of pavement, The pavement
g has been measured and PK nails every 500 feet. us.OEPARTMENTOFTRANSPORTATION
Y
2~ All Striping Shall be In accordance Wlth the Manual On EASTERN FEDERALIANDSH~GHW~AYADMSION
e Uniform Traffic Control Devices. (MUTCD) latest edition. GREAT SMOKY MOUNTAINS NATIONAL PARK
'^ NEWFOUND GAP ROAD - iB19
3. Signs shown reFlect existing signs and layout, proposed OPTION 1
~; informational signs shall follow sign schedules.
SIGNING AND .MARKING
°o Statlon 839+00 m Statlon 852+00
h
saremrar
NPS PFOS NO.: 090563

REG STATE PROJECT SHEET TOTAL
NO. SHEETS
SE NC PRA•GRSM 1619 1-T.6
S
F
U
i
I a
L
fat/inbur
9
ONGESTE
0 AREA
ti~h~ Visitor Center
RIGHT LANE
~ ti Thru Traffic
LEFT IANE MPH
Sta 828+41 NB LT Sta 831+22 N8 LT
+„
Mo
bj
Q ~\., ~
.~`
X~ ~ ~ ~ ~ ~
~~
_~\ `
0 '~ ~ --
~~ `
U
_ _
SPEED _ - -
LIMIT
L~5 4"Single Solid
Sta 825+99 S8 RT YeNow Strlping
~ 4° Single Solid
~ White Striping
NOTES:
Baseline stationin is based on wheel .measurements
I 1. 9
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2, Ali striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3, Signs shown reflect existing signs and layout, proposed
I informational signs shall follow sign schedules,

rokee
m Che
n
ut=.
~
fD
rt~
W
;1}
lo
o
u1 Z
M 43.
tp ~
3
m
Nom

_ - - ,
~~
~-

W
~
_ _ ~{

4° Single Skip
White Striping ~
N
t~1

li
ti
m
0
o°
e
ti
M

h
V
0
0
t
i
i
c
E
r
t
c
i
t
Gates linburg
DO NDT
ENTER
Sta 815+52 LT
4"Double Solid
Yellow Striping 4" Double Solid-~
White Striping
+10
t60

~ - -_-_-
_ N D GAP R A~
STOP
Sta 815+52 LT
Sta 815+80 LT
ut
L _
o
CFfff'
9"Single SoDd
White Striping 12"Stop Bar
Sta 814+85RT
ENTER
Sta 815+80 LT
Sta 812+52 NB LT
Changeable Sign System,
5 Possible Signs, See Sign
Schedule for Display 4"Single Solid -
4"Solid Chevron , White Striping
Striping In Gore 10' x 40' Typical
See Detail E634-3 `4"Si Solid
Whit S .ping
kl 10`x Typical
4"Double Salld
OCONALUFTEEVlSITDR CEME'R YelIOW Striping / au~c ~
"Single Solid 12° Stop Bar (~ (~,
White Striping r
"SingleSoJld J_-- STOP
White SMptngaf 820+10 LT w,vx
10' x 20' Typi~~~ 820+12 LT
f ~e
l ~/ -tl _ ~ N 'l
I Sta 8I6+24 LTA ~ ~ '1
a +oc
4"Single Solid-
White SMping
.., ~_„~ I
z ~-„'
Oconaluftee
Visitor Center`s
Mountain Form ~
Museum
Sta 824+80 NB LT
ENTER
Sta 823+90 '~
NB LT 8 RT ~ t~, e
Sta 823+ 6
NB RT
~~
J
" p ea,T
Sto

4"Single Solid
Cherokee
___~
~ Yellow Striping ___-_
\ 4"SJngle Soll 3
\ ~ @ White Striping n
1 ~ ~ N ''
~j
I r N
~ ~~
+57 ~ i %
% J ~
l ~ _
,~ y
~,o

~
~ ~ -- --
+31-~ / +75~
4"Solid Chevron) t85 +10
Striping In Gore 4"Single Solid
See Detail E634-4 White Striping
Oconaluftee
~' Visitor Center ~ Cherokee
a Mountain Farm XMC Gatlinburg ~
Museum Sta 820+40 RT /
Sta 816+39 RT Sta Si9t06 RT

_

-- - -- a
a~
4"Single Skip m ~
White Striping ~N

~ ~~
4"Single Solid D~
, ~~
Yellow Striping ENTER o
Sta 822+46 Sta 823+90 NB RT
SB CT & RT
REMOVE
Sta 823+46 NB RT
a Cherokee
Gatlinburg ~
Sta 82i+19 SB LT
B In -NFG- 58 WL REMOVE
a + _
-NFG WL Sta 820+85
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3, Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4. Pavement markings in parking areas shall be
Thermoplastic.
Sta 823+00 S8 RT
1
Sta 821+19 NB RT Sta 82i+19 SB LT
STOP
Sta 822+89 NB LT

L PS PMTS NO.: 090563

4
a°

0
~ k
F
Q
m
a
0
0
C
e
a
L
ut
0
4"Double Sollc
Yellow Striping
Mingus Mill 00
Historic Gristmill ~p
NEXT LEFT
Sta 799+08 LT
4"Single Solid
White Striping
d
n
s,
~j
k
S~
30
N~ Sta 798+25 RT
~ MILE MARKER
f9 ~ SEE DETAIL E621 A
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall fallow sign schedules.
4. Pavement markings in parking areas shall be
Thermoplastic.
AREA
35
Sta 805+05 RT
~ ~
12"Stop Bar I ~ Limit of Option 1
1
~ Sta 000+24
m TIe to Existing pavement
Marking
i
4"Single Solid STOP .
~ ~
White Striping I
I Chero kee
10'x2D' Typ Sta 000+10 LT ~
I x I ~ ~

4"Double Solid z
I a
White SMping
m
4"Dduble Solid
o I Yellow Striping

00 I 46
+63 +02 +36 "Single Solid ~
+77 White Striping ~
~ 0+0 \
-
I
0
O
+53 48 40
4"Single Solid ~
~
White Striping
k
~, Job Corps .
Center Job Corps ~
Sta 808+3i RT Center
Sta 811+42 LT
RELOCATE

f
A
q
0
N
O
ti
L
cd~~ ~~ti
o6G9 5ree~
~o
,fix
1~
e
cr~~Q \ ~~
~a~
\, 4" DoubleSolid
~ Yellow Striping
/ (/ \ \~
Jj > \V.
I ~ \``~~
~\
4"Single Sold
White Striping
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4. Pavement markings in parking areas shall be
Thermoplastic.

d
~~
4"Doub/eSolid-
Yellow Striping
Y
Cherokee ~
C~ Gat I f nburg 4"Single Solid ~ 9~
Sta 791+i4 LT White StHping z
4"Mini-Skip
White Striping '~
4"Solid Chevron ~
Striping !n Gore n +35 o G~
See Detail E634-4 +60 +91 E /
+40 +85 +00 /
~~,
,.. ` / ~
~~.~ ~ _ -~ 41 ,
~' +00 ___~ ~~~ /~~
+80 ~ `---= 4"Single Solid ~~r'
4"Single Solid { \ ~ ~ White Striping
White Striping , +85 ' +7
STOP- ~~
11"Stop Bar ` 1
\ Sta 000+25 LT
y\ "Solid Chevron
/~ Striping in Gore
1~ ~ ~ See Detail E634-4
~C// c
Y N ~ (~
4" Single Solid ~ F ~ \ ,
White StripMg ~/ . ~7 i~
10' x 10' Typ/cal ~ ~,~i ~ ~
o ``mil
c~~/ /~`
1-/~ '~~
24~'fYP `i
, ~
`\1
\\ J~
.arc
\~
y ~~`\

4"Single Salia
White Striping
Kee
Gne~o
\Q

i
i
1
F
I
L
i
I
I
i
7
1
i
1
NOTES
1. Baseline stationing is based on wheel measurements
~~ along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition,
D
herokee
-~
Statlon 769+SO to 5tatlon 783+50
q~
SroMM Ret'
PS P
0 3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
V
A
y

L
z -~~-
4"Double Solid
White Striping
~ 25
r,,,~--1
+2 . ~ ~`
I ~-+~3
+73 `~,
GatE-- 9
~4" Single Solid Sta 745145 RT
White Striping MILE MARKER
SEE DETAIL E621 A
Begrn Option 1
Sta 743100
Tie to Existing
Pavement Marking
4"Double Sallc
Yellow Striping
REG STATE PROJECT SHEE
N0.
SE NC PRA-GRSM 1819 1-T.1
4"Single Solid
Eo White Striping
r` ~ v
n ~
+ Vl
y
h
vo GAV Rogo O Cherokee
H -~
v

~ ~------------------i 7+
j ® Smokemount 3~
q~ i
m I
f
~ j Collins Creek 4~
`
I
I
4"Double Solid ~ ~
___
~ ~~ Sta 768110 LT ~----

White Stnping N
a ~ +71
ti
+71 Op
0 1
~ +4 ~
~
~
V ~
NEWf0UN0 GAP RDAD O
o
~ +
p '~
QI

° y
' 4"Single Solid
~
N White Striping C
a .
~ NOTES, .~ Cherok

~°
Gatl
u~

l e
'~ e
~
~ 1. Base
ine stationing is based on wheel measurements
~ along the left side edge of pavement. The pavement
Y has been measured and PK nails every 500 feet. us. DEPgRTMENr oFrRgNSVOargnoN
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL (ANDS HIGHWAY DMSION
i 2. All striping shall be in accordance with the Manual on GREAT SMOKY MOUNTAINS NATIONAL PARK

a Uniform Traffic Control Devices (MUTCD) latest edition. NEWFOUND GAP ROAD - 1619
3. Signs shown reflect existing signs and layout, proposed OPTION 1
informational signs shall follow sign schedules, SIGNING AND MARKING

0 Station 743+00 to Staton 769+50
e
~ P®
sou m rwr
~ NPS PM15 NO.: W0563

Erosion Control Narrative
GENERAL GUIDELINES:
The Eros1o» Control Plans (ECP) are meant as a guideline for preventing
erosion and controlling sediment. The work outlined In this non-alive consists
of applying measures throughout the life of the project to control erosion and
minlm/ze the sed/mentatlon of NverS, streams, and Impoundments such as
lakes, reservoirs, bays, and coastal waters. The measures consist of
stabilization and structure! pactfces, storm water controls and other
miscellaneous pollution prevention conGv/s,
The Contractor Shall
I. Coordinate the installation, use, and removal of erosion and sediment
control measures with roadway rnnstruction activities toassure
economical, effective, and continuous erosion and sediment rnntrol.
Employ temporary stabilization practices !n Incremental stages as
construction proceeds.
2, Install al! erosion and sediment control measures as show in the ECP or
as directed by the Contracting O~cer (CO). Do not modify the type,
size, or location of any control or practice without approval from the CO.
3. Work to prevent initial sot! erosion rather than trying to control eroded
sediment Therefore, stabilize all disturbed areas as soon as practical,
but no more than 14 days aRer construction activity has temporarily or
permanently ceased.
4. Control only sediment-laden runoff generated by the project site.
5. Do not drive construction equipment across flowing waterways.
6. Do not allow construction vehicles to track sediment off site of the
project limits.
7.In general, preserve existing vegetation, trees, and shrubs when
possible, and where directed by the CO and as directed in section 107 of
the Special Contact Requirements.
Project Description:
This project is located in the Great Smoky Mountains National Park, Swain
County, North Carolina and functions primarily as a tourist destination.
Option I of this project begins roughly 0.5 miles south of Tow String Road
and ends at the southern park boundary near Cherokee, approximately 2.4
miles. A majority of the project is two lane shoulder section wJth roughly a
mile of the roadway being a 4 lane med/an divided faci!!ty, fie scope of
work for Option i is rehabllitatian of the existing roadway, roadside pullouts,
parking area at Mingus MJII and parking area at Oconaluftee Visitor Center,
which will include milling, patching, resurfacing and reconstnrcting the
existing roadway. Addltlonal improvements wlfllnclude dalnage, pavement
markings, tafflc control and other work.
Existing Site Conditions:
The proposed site consists of rock outcrops and modeately steep to very
steep well dalned soil. The dalnage makes its way through a selves of
ditches and storm chin systems and ultimately into the Oconaluitee River,
the major dainage way for the area, where it continues flowing to Fontana
Lake.
CNtlcal areas:
Extra care should be taken .when constructing culvert replacements, to
prevent silt from entering waterways.
Ofd site areas:
DuNng excavatlo» operations, the removed asphalt pavement and excavated
material shall be /egaUy disposed of off government property:
Erosion and sediment control measures;
Silt Fence - A temporary sediment barrier consisting of awire-backed
synthetic filter fabric stretched across and attached to suppofing posts
and entrenched.
Block and Grave! Drop Inlet Protection (Type C) - A sediment frlter area
around a storm daln Inlet.
Curb Inlet Protect/on Block and Grave! (Type DJ - A sediment filter area
around a storm chin inlet.
Outlet Protection - Structua!!y lined rip ap aprons at the outlets of
pipes.
Rock Check Dam -Small tempoary srone dams constructed across a
Swale or drainage ditch.
Seeding -The use of vegetation in stabilizing exposed areas.
SEQUENCE OF CONSTRUCTION:
PERIMETER CONTROLS:

PNor to any cleating, grubbing, and excavation construct perimeter controls
along the project site to ensure sediment does not leave the project site.
Use silt fence as a perimeter rnntrol.
INTERMEDIATE CONTROLS/STABILIZATION;
Applylntermediate controls duNng rough grading and culvert installation
operations. The CO's approval must be obtained before installing controls
not specified in the erosion control plan (ECP). The CO may direct the
installation of certain controls In order to forestal! or mitlgate potential or
existing erosion problems..
Intermediate Controls Include:
Applying turf establshment on uncompleted disturbed areas that will
remain exposed for over 14 calendar days or as directed by the CO.
As soon as practical, but not to exceed i4 calendar days, apply
permanent tun` establishment to the frnlshed slopes and ditches
according to Sections 157 and 625 of the FP-03.
At the end of each day's grading operations, shaping earthwork to
minimize and contra! erosion fom storm runoff.
Installing check dams along ditches as directed by the CO. Remove
check dams Immediately prior to flna! channel grading and stabilization.
Installing inlet protection prior to diverting water through Inlets.
Provldfng silt fences around all stockpiled excavated roadway material.
Applying mulch or turf establishment to stockpiles remaining !n place
longer than 14 days or when directed by the CO
Ensuring that culvert entrances, outlets, and outlet channels are at flna!
gade and are stabilized (with vegetation, Npap or pavement) before
routing dafnage through rnmpleted culverts.
Installing silt fences Immediately behind completed headwalls and
removing any silt fence blocking the culvert end(s).
FINAL CONTROLS/STABILIZATION:
ARer completlon of roadway construction and as directed by the C0:
Frnish gading, pave, Npap and apply permanent tun`estabJishment.
Where necessary, replace eroded topsoil and reapply permanent turf
materials to disturbed areas where vegetation has not been established.
Inspect, clean, and repair all culvert outlet ripap protection and
stabilized channels.
Remove s11t fences and inlet protection only after all upslope areas are
stabilized and vegetation !s well established.
MAINTENANCE PLAN:
All erosion and sedlmentatlon control devices shall be checked by the
contactor for stability and opeation no less than once per week and also
within 24 hrs of any afnfalf producing more than 0.4 !n of rain within a 24 hr
period. Any needed repairs will be made Immediately to maintain all
measures as designed. Maintain a cumulative and current written log of the.
condition of the erosion control devices and submit to the CO upon request.
Maintain erosion contra! devices as follows;
Sift Fence -Retrench if fence has been undermined and replace any
deterloated fabric. Sediment shall be removed when the level of
sediment deposition reaches half way to the top of the barrier.
Check Dam -Remove sediment accumulation behind the dams when it
reaches one half the oNgina! height. Add stone to dams as needed to
maintain design height and cross section.
Seeded Areas - The seeded areas will be checked regularly to ensure
that a good stand fs maintained. Fertilize and reseed as needed. If
sh ~be tempoal ~ seeded and erosion cror°rol devlcesl mal~nedas
Storm Daln Inlet Protectlorr (Type C) -Remove sediment and restore the
trap to its original dimensions when the sediment has accumulated to one
half the design depth of the trap.

0
F
a
a
0
N
7
M
r
Pullout at Sta 880+50
Mill and Overlay per Typical Section
Maintain Existing Curb Reveal
Remove Tnsh Can Pad
Remove i7 Concrete Wheelstops
Jt9 x
Ga~`1~,e
NOTES:
/ ,~ :. ~
~~ ~ ~o,o~ ~/ ~,,~
~Silt~frence LF drp /~ / / ~ ~,
'~`1 ,/~/
sm:.,r".-~ ,~~
~~~~~ /,~ ~ ~~ Remove 18 Concrete Wheelstops
m
o<
Om
m0
mZ
~m
~~
mA
DO
vo
`I
C
~~~-~
~/ ~ N~FOUND GF~ R ~;--i ~~~ ti- -- --~ x ~t -+ ro o-=_ -. o
amvx vkvE 00 -~
vrur Rnx sra
~~ ,-- ,~
I ~ ~~---
J--
rim ~ ~`--~-~ .~~-
/--~~ i S~
m; ° /~ .,
o ~~ ~ ~ /r
/,
~~
~; a
,c
/~ ~~
-,,~` Kt
"~~,~.,~
~~~:.
~~-~"
~-Install Temporery
Inlet Protection, Type C
877+72
Install b8 LF -18"HDPE Type S Pipe
Install Type 6B Inlet RT
Install Stone Masonry Headwall LT
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK Halls every 500 feet.
2. Utility locations are based upon field surveys and
utility records. Ali utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify-With CO Prior to Construction
881+71
18"RCP
Grade Ditch to-~
Drain to Inlet
Begin STA 887+00
End STA 890+I5
rLimlts ofVaving
eve 22 Concrete Wheelstops
End Pro ect
n pion
WL STA 890+75
Install 30 LF
Silt Fence
"'-~
~~ ~
-.~:. \ \ .
~~
Install Temporary
Inlet Protection,
890+15
Remove 80 LF -.16%14" CMP and Inlet
Instal! 68 LF - 24" HDPE type 5 Pipe
Instal! Type 681n1et RT
Install Stone Masonry Headwall LT
~~
s~.f
PR
~\ ~(~~.
~~r
~~
• ~ ,

z --~---
Pullout at Sta 870+00
Mill and Overlay per Typical Section
Maintain Existing Curb Reveal
Remove and Reset 12 LF Stone Curb, Sta 868+70 Median
866+17 NB
18"RCP
Clean Pipe
7
L
c
1
a
4
4
0
Remove 56 Lf-18" CMP (Assumed Length)
Remove Inlet RT (Assumed Inlet)
Install 56 LF -18"HDPE Type S Pipe
Install Type 6B Inlet Median
Remove and Reset Stone Masonry Headwall LT
NOTES:
1. Baseline stationing Is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor priorto construction activity.
Approximate Location of
full Depth Pavement Reconstruction
Verify With CO Prior to Construction
Install Temporary
Inlet Protection, Type D
0
n
~' ~
871+55
Install 8 Lf - IZ"HDPE Type S Plpe
Instal! type 6A Inlet
Install Stone Headwall
Insta1130 LF
Silt Fence
~mwu wuu c~c arc„ ... w.. .............-...
Instal/ 10 LF -18°HDPE Type S Pipe RT
Clean Plpe

Proposed:
Vanes 1 1/Z" to 21/2"Thick SACP 1/2"Nominal Max Size A,~gregate, -
0.3x106 to <3x10 ESAIs
Asphalt Tack Coat -
wheel Line ~
Variable Depth
Aggregate Topsoil

i
.'
~ Roadway
Existing: ~
Variable Depth Asphalt Pavement ~~
i
Aggregate Base ;
Variable Depth
Aggregate Topsoil
i i Debris
MATCH I MATC.- F~ I MATCH EXISTING _ IX ~ ,%/
EX157 ----- ~
_ --~ ~~
--- -- -------------------------------
----
I I I I Rernndition
Ditch
VARIES
10' +/- 10' +/-
TRAVEL JANE TRAVEL LANE
TYPICAL SECTION N0. 3
SIDE ROADS
DVERLAY PAVEMENT SECTION
(MINGUS MIL1)
(PARK CIRCLE DRIVE)
(BLUE RIDGE PARKWAY)
(BIG COVE CONNECTOR ROAD)
Proposed:
i 1/2"Thick SACP 1/2" No !V Pavement Smoothness
0.3 x 106 to < 3 x 106 ESAL's Type
Asphalt Tack Coat
~/: 71/2" Thick SACP, 1 "0 3 x106 ~o <S3 x 10 SAL s
Mill Existing Pavement 61/2"
VARIES ~ _ VARIES
Existing:
Minimum 6"Thick Asphalt Pavement
Aggregate Base
-1
--- -----
L
* NEITHER LIFT TO EXCEEDA4 INCCHQESAL LIFTS,
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DETAIL A-I
Full Depth Pavement Reconstruction
See Plan Sheets for Locations
NOTES:
1. Locate al! ut01t(es prior to beginning
work. Call North Carolina One-Calf
Serivice [phone] or
[phone].
2. Match proposed roadway and shoulder
cross slopes to existing unless
otherwise stated in plans.
3. Match proposed curve widening In
superelevated sections to existing
unless otherwise stated in the plans.
4. Recondition ditch and install type 1A
erosion control matting as d/reded by
the CO.
5. Place aggregate topsoil course and
seed all disturbed areas, except paved
areas, in accordance with sections 305
and 625.
6. Maintain a final elevation of shoulder,
1%2--inch below edge of pavement
7. Round hinge point as directed by CO.
8. Maximum shoulder rollover is 8%.
9. WL =Wheel line survey

L
z ~~
803+70
i8" CMP
Clean Pipe
Pullout at Sta 808+00
Mi11 and Overlay per Typical Section
Maintain Exist Curb Reveal
Sta 807+79, Remove 5 LF- 4"PVC
Install 10 LFType 1 Waterway
Sta 808+60, Remove 7 CF- 4" PVC
Install 10 LF 7ype 2 Waterway
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Cherokee ~
-----i
0+44
Limits of
O
~`' -~-
~~~ t;;:; ~-"
Insta1130 LF N~,vwu%~;`. - "
Silt Fence ~!.~"
~i
i~ ,
ice.
~Y
.///~.
,//
~.
it /,"
/;
//
F
C
~~ Install Temporary
Inlet Protection, Type D
~~t9 ~ Install Type 48 Inlet RT
ati1~0 Install 51 Lf-14 °HDPF Type 5 Pipe
install Concrete Headwall LT
Grade Dutlet Ditch 8 LF to Drain
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior#o Construction
i

~L
Instal! 30 LF
Silt fence
I I~
..„,;- - -; ,~- - - - - - N
_ ~.~~ _ _~ -- --¢-.~- O
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Install Trafi'ic ~
~r
Detection Devices Install 30 LF ti,
See Detail E636-1 Silt Fence ~
810+00 810+96
Adjust Water Valve Remove 41 LF - i8"RCP
as Needed Install 44 LF - 24" HDPF Type S Pipe
Remove and Reset Stone
Headwall LT and RT
-1

-1
~ STATE PROJECT Np, SHEE
SE NC PRA•GRSM 1B19 1•C.5
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813+21 Oconaluttee Visitor Center Parking Area
Remove 64 LF -14"RCP/30"CMP Mill Exlsting Pavement 1 1/2 ; j
Instal! 60 LF - 36" HDPE Type S Plpe Overlay 1 1/2"SACP, 1/2" NMSA, f
Remove and Reset Stone Headwall RT Maintain Existing Curb Reveal -~ ~ ~0
Install Stone Masonry Headwall LT Remove and Replace35 Concrete Wheelstops ~?'~ ~ /
Place Class 3 Rip Rap L7 ~ I' ~/
11 I ` 'wenaa r~m~'~~row j
Pullout at 813+50 ~ - --a P ~- --1 P i-- - -I P i-- - -+P ~-- ~
J_- --1 I ""~ ~ ~ .~J
Mill and Overlay per Typical Section I '~• "'""- ~ ~„~/ ~J
Maintain Existing Curb Reveal ~.~ _ `~ ~ ~. J \ Cherokee
~~ `--~ -- l \ ~ ®® ~----i
J Existing Wetlands
ii ~I =-~ ~ ~-:"' ~\ ~\® Do NotD(sturb d
I I ~-'_' l ~\~ ~ ' tFlnce~ 1NV ~~
Install 30 LF , _~„,~_ - --;".~- L-_"'_- .= z. - \
t~
Silt Fence ----'- j'~ ( ~° ~ ~
L M ~~~~ /~ RI MMD Cp
,' ~3Y~ T3 PaRKW. SPACES ``G7 Q ~ ~ \ ~ T'
-- --~"fir- ~ ~eud~-- - -'r~,~~~~r.: ~ ~ x.a - -
x
w j ---- -
N ~ N ND GAP ROAD - ~ ~ / 3
'~ __ _ ._ -,~~-~__--+a~}---.~~ ------_--~;dl-----,-_'----_. '- - - - - - - - - NEWFY~UNDGAP h
Q .. i M I-- -i 61- '- --~• l ~•
U1 086~~ - ~~
rt Instal1301F ~~ ~ N
~ Silt Fence N n ~
~ 00 0
' ~.
' ~~jtL711V -IYf'V- au~
STA 821+00=
Gdt~ -NFG- WL STA 820+85
820+40 NB 824+45 SB
18"RCP Remove 20 LF -18"CMP LT
Install i6 LF -18"RCP LT
Install Concrete Pipe CalJar
Instal! Stone Masonry Headwall LT
NOTES;
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement us. DEP,u1m+B~oF~NSPOarAnoN
has been measured and PK nails every 500 feet. FEDERAL HICHwAY aoMlNlsrRnnoN
EA57ERN FEDERAL LANDS HIGHWAY DMSION
2. Utility locations are based upon field surveys and GREAT SMOKY MOUNTAINS NATIONAL
utility records. All utilities shall be field located NEWFOUND GAP ROAD - 1619
by the contractor prior to construction activity. QPTION 1
LINE GRAPH
Approximate Location of staao~ siz+ao w'swaon azs+sa
- Full Depth Pavement Reconstruction ~.
Verify With CO Prior to Construction s~„,~
NPS PMLS

z ~~
Gat/inbvr
9
m
Cherokee
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G
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
829144 5B ~ Clean Pipe-~ ~_- ~~~ ~ .,,_ ..,...~ ~~~
i8"RCP
Clean Pipe

~'
IF
s
Cherokee
L

o NOTES,
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
o has been measured and PK nails every 500 feet,
r
2. Utility locations are based upon field surveys and
$ utility records. All utilities shall be field located
by the contractor prior to construction activity.
h
Approximate Location of
Full Depth Pavement Reconstruction
i; Verify With CO Prior to Construction
0
M
842+14 S8 ~
d'
~~
i8 RCP
Instal! 2 Headwall Cap Stones LT
Gean Pipe 846+34 SB
i8"RCP
Clean Pipe

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p ^ Instal! 30 LF
N Cl Silt Fence
Gat~9 ~ ~ Instalr 7ialflc
i C ~ Detection Devices
See Detail E536-1
L~ -- - -~~-- --
- - - -
~~
a
~ Instal! Traffic i
~ Detection Devices
See DetaU E636-i i
NOTES,
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement.-.The pavement
has been measured and PK nails every 500 feet,
2, Utility locations are based upon field surveys and
utility records, All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
e4l
4
W I
• i 0
Limits of Paving
I Install TYatfJc
857+07 NB J I Detection Devices
See Detail E636-i
i2"RCP I
t, .ti
1 ~, ~27RCPNB
~, `~' ,~ l
/ o ~ ,~ \ ~
_ NEWFOUND GAP ROAD NB _ _ _ _ _ _ ~
J~
q
_ _ _ _ _ ~ ~n~XG,
"'` NfWPoUNO GAP ROAD SB _ - _ ~ ~ '~
o ~~ - ~
`a1130 LF 855+29 SB 857+04 NB ~ "~'" -~. ~ C
fence 18"RCP i8"RCP ~ {'' h hem
Clean Pfpe 4i~~ti o~~e
855+20 SB 0 ~,
Install 148 LF- 24"NDPE ~C ~~
type S Plpe r r
Parallel to Existing P/pe ~a~G ~
Install Stone Masonry
NeddWdll LT dnd RT Us. DEPARTMENT OF TRANSPORTATION

- REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA•GRSM SB19 1-B.1

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k U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION '
EASTERN FEDERAL LANDS HIGHWAY DMSION
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- GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - 1819
OPTION i
TABULATION
OF
QUANTITIES.

~ t~RS PMTS NO., W0563
Quantity
Pay Item Item Description Unit NFG Rd, AS Re 'd Totals
15101-0000 MOBILIZATION LPSM 1 1
15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM 1 1
15401-0000 CONTRACTOR TESTING LPSM 1 1
15705-0100 SOIL EROSION CONTROL, SILT FENCE WIRE BACKED} WFT 780 780
15706-0200 SOIL EROSION CONTROL, CHECK DAMS EACH 10 10
15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C .EACH 4 4
15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPED EACH 2 2.
20301-1200 REMOVAL OF HEADWALL. EACH 1 1
20301-1400 REMOVAL OFINLEf EACH 3 3
20301-2400 REMOVAL OF SIGNS EACH 79 79
20301-3400 REMOVAL OF WHEELSTOP EACH 148 148
20302-0600 REMOVAL OF CURB, STONE WFT 45 45
20302-2100 REMOVAL OF PIPE CULVERT WFT S84 584
20303-0300 REMOVAL OF CONCRETE SQYD 2 2
20425-1000 DIICH,EXCAVATION WFT 832 832
20701-1300 EARTHWORK GEOTEXTILE, TYPE 1V-8 SQYD 25 25
21101-1000 ROADWAY OBLITERATION. SQYD 440 -440
25102-3000 PLACED RIPRAP,CLASS 3 TON 19.2 19.2
30101-1000 AGGREGATE BASE GRADING C TON 10 10
30302-1000 DITCH RECONDITIONING LNFT 10100 10100
30501.0000 AGGREGATE TOPSOIL COURSE TON 1259 49 1308
40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE
AGGREGATE, 0.3 TO <3 MILLION ESAL TON 5314 5314
40101-1400 SUPERPAVE PAVEMENT,1-INCH NOMINAL MAXIMUM SIZE
AGGREGATE, 0.3 TO <3 MILLION ESAL TON 9968 818 10786
41301-0000 ASPHALT PAVEMENT MILLING (VARIABLE DEPTH 0"TO 1 1/2") SQYD 2200 2200
41301-0600 ASPHALT PAVEMENT MILLING,2-INCH DEPTH .SQYD 41125 41125
41301-1300 ASPHALT PAVEMENT MiLLING,6-INCH DEPTH SQYD 6867 3189 10056.
42801-0150 FLEXIBLE PAVEMENT,FULL DEPTH PATCH, TYPE 2 SQYD 642 418 1260
60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT EACH 1 1
60103-Oi40 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 i
60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 1 i
60201-0400 12-INCH PIPE CULVERT LNFf 8 8
60201-0600 18-INCH PIPE CULVERT- WFT 328 328
60201-0800 24-INCH PIPE CULVERT LNFT 340 340
60201-1000 36-INCH PIPE CULVERT LNFT 148 146
60403-0000 INLEf(OPEN THROAT) EACH 1 1
60403-0900 INLET, TYPE 4B EACH 1 1
60403-1700 INLET, TYPE 6A EACH 1 1
60403-1900. INLET, TYPE 6B EACH 3 3
60503-0000 GEOCOMPOSII'E PAVEMENT EDGE DRAIN SYSTEM LNFT 10212 .10212
60704-0000 CLEANING CULVERT IN PLACE EACH 13 13
60708-0000 CONCRETE PIPE JOINT REPAIR EACH 1 1
60802-0200 PAVED WATERWAY, TYPE 2 LNFT 50 50
60910-0000 RESET CURB WFT 167. 167
60915-1000 WHEELSTOP,CONCRETE EACH 91 91
61108-1000 ADJUST WATER VALVE EACH 2 2
62001-0000 STONE MASONRY CUYD 0,04 0.06 0.1
62011-0100 STONE MASONRY HEf1DWALl FOR 12-INCH PIPE CULVERT EACH 1 1
62011-0300 -STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT EACH 3 3
62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT EACH 4 4
62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT EACH 1 1
62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 7 7
62101-0000 MONUMENT (MILE MARKER) EACH 3 3
62501-0000 TURF ESTABLISHMENT ACRE 4 4
Quantity
Pay Item Item Descrlption Unit NFG Rd. As Re 'd Totals
62901-0500 ROLLED EROSION CONTROL PRODUCT, TYPE 2A SQYD 5620 5620
63302-0000 SIGN SYSTEM (UNIGUIDEJ SQFT 490 490
63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SQFT 425 425
63401-1500 PAVEMENT MARKINGS,TYPE H, SOLID LNFT 5368 5368
63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID WFT 61010 61010
63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN WFT 9973 9973
63405-1250 PAVEMENT MARKINGS, TYPE C, ACCESSIBILITY SYMBOL EACH 7 7
63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW EACH 9 9
b3405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW EACH 7 7
63405-3000 PAVEMENT MARKINGS, TYPE H, STRAIGHT RN ARROW EACH 1 1
63405-3050 PAVEMENT MARKINGS, TYPE H,"ONLY" WORD MESSAGE EACH 1 1
63502-0100 TEMPORARY TRAFFI CONTROL, ADVANCE WARNIN ARROW EACH 2 2
63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 24 24
63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH . EACH 50 50
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 230 230
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 12 12
63502-2000 TEMP RARY TRAFFIC C NTR P RTABLE C ANGEABLE MES AGE EACH 1 1
63503-0700 TEMPORARYTRAFFIGCONTROL,PAVEMENTMARKINGS WFT 61200 61200
63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL WFT 3000 3000
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 615 615
63506-0500 TEMPORARY TRAFFIC CONTROL,FLAGGER HOUR 834 834
63602-6020 SYSTEM INSTALLATION, TRAFFIC0ETECTOR WIRE LOOP EACH 10 10
63701-0000 FIELD OFFICE EACH 1 1
64502-0000 LOCATE UTILITIES EACH , 5 .5

R
M
REG STATE PROJECT SHEET TOTAL-
N0. SHEETS
SE NC PRA-GRSM 1819 1-8.8
LOCATI ON PANEL SIZE TEXT SIZE
Sign

No Text

No
Sign Text
Station
Side
Width
Hei ht
9
Area Carver

Radii Border

Width flargin

Width
Numbers Upper

Case over

Case

Series Color

b
C

Quantity

TatalArea Su ort Remarks
. .
(inJ
(oJ
(sq ft)
(inJ
(in.)
(inJ
(m.l
(inJ
(in•1 .
am
(s ft) tNo Pa )
Y
15+52 LT
15+80 LT
22+46 SB LT Remove. & Replace Existing
22+46 SB RT Signs
oo NOT 23+90 NB RT White 8(1112.5 Mount Opposite w/ Rl-l Signs.
R5-I !! 75
68
7 ~ 23+90 NB LT 30 30 6.25 See ote ! on . =700 ®815+52 & 815+87
ENTER 57+58 SB LT Red .Mount. Opposite w/ W6-2 Sign
00+951 BR) RT ~ 866+48
58+95 SB tT
66+48 SB RT
66+48 SB LT
Remove & Replace Existing
821+19 SB 'LT Black 2(1)12.5 Sign @ 866+38
2 l8
8 W6-! 866+38 NB RT 36 36 9 See ote f on °25 Mount Opposite w/ W6-2
Yellow Sign @ 821+19
Black .Mount Opposite w/ Sign W6-1
19 NB
827 RT 36 36 9 on 2 18 - o ~ t r
9
9 W6-2 +
866 48 SB
LT See ote 1 osi to w/ Si n R5-1
0
PP g
Yellow @ 866+48
Remove & Replace Existing
FEEDING BIaCk Signs
10 CUSTO WiANDFE 822+52 NB LT 36 36 .9 IJ3 .6 .3 - 4/3 - 2000 on 1 9 - Changeable Sign System
PICKING PLANTS White (Reta~nJ w/ Signs No. l2, 13,
PROHIBITED 14, 15
Remove & Replace Existing
RonD Black Signs

!!
CUSTOM CLOSED
3MLAHEAD
822+52 NB
LT
36
36
9
1.50
.6
.47
4
6/4
-
2000
on
1
9
-
Changeable Sign .System
White (Retain) w/ Signs No. 12, 13,
TURN HERE 14, 15
Remove & Replace .Existing
RoaD Black Signs.

12
CUSTO CLOSED
15 MILES
822+52 NB
LT
36
36
9
1.50
.6
0.4
6
6
-
2000
on
1
9
- Chan eable Si n S stem
9 9 Y
12
13
!Retain) w/ Signs No
~,~ White ,
.
,
14, 15
Sheet Total lU !31.75 I25 uFEDERALH~IGHWAYAD INPISTRATTONN
EASTERN FEDERAL (ANDS HIGHWAY D1VlS10N
NOTES:
GREAT SMOKY MOUNTAINS
1. $ee "Manual On Uniform Traffic Control Devices" and "Standard HIg17Way SIgnS" NATIONAL PARK
for dimensions. NEWFOUND GAP ROAD - 1619
2. Final locations of the signs shall be approved by the CO. oPTioN ~
PERMANENT ALUMINUM
SIGN SCHEDULE
NPS PMIS NO.: 563

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REG STATE PROJECT SHEEr
N0. TOTAL
SHEETS
SE NC PRA-GRSM 1819 1.8.15:
LOCATION PA EL SIZE TEXT SIZE
Sign Text Carver B
d Id
i

No.
No. Si n Text
g
Station
Side
Width
Neght
Area
Rani or
er
Width arg
n
Widfh
Numbers Upper
Case ower
Case
Series Calor
Quantit
y
Total Area
Support
Remarks
(inJ Gn.l (sq ft) (in.l (inJ (h,) (inJ (inJ (in.) Comb. (s ft) (No Pay)

ROAD
Mount .warning lights Type B with

WORK Black flags on each .non-portable sign
! W20_l , - - 48 48 l6 312J12 Requires double post
See ote 1 on 7 112
AHEAD =T2 Portable signs (4)
Orange
Black Requires double post
2 G20-2 ROAD WORK - - 48 24 8 3(2)12 Portable signs t4J
See ote I on 7 48
Orange =72

ROAD woRK Mount warning lights Type B with

,j MOD
NEXT 3 MILES
-
-
60
30
12
5 Black
3(2)12 flags on each .sign
Re
uires double
t
G2Q-l EXPECT DELAYS . See ote I on 3 37.5 q
pos
_72
Orange

Portable signs
W20-4 ONE LANE Black
4 ROAD - - 48 48 l6 -
See ote ! on 2 32
AHEAD Orange
Mount in combination with other
~(~(
%' Block portable signs
5 W13-I V~ - - 24 24 4

MPH See ote I on 8 32 -
Orange

Portable sign
. Black
6 W20-7a - - 48 48 !6 S -
ee ote I on 2 32
Orange

Portable ign
7 W2/-5 SHOULDER - - 30 30 6
25 S t Black
. ee o
e l on 2 12.5
WORK
Orange

NOTES: Sheet Total 31 306 216 UFEDERALHGHWAYADMNISTRATIONN
EASTERN FEDERAL LANDS HIGHWAY D1VLS10N
1. See "Manual on Uniform Traffic Control" and "Standard NiCJhWay $IgnS" GREAT SMOKY MOUNTAINS.

for dimensions ,NATIONAL PARK
. NEWFOUND GAP ROAD - fBl9
2. See Traffic Control Plan and Details for Approximate Location. oPTioty ~
3. Final locations of the signs shall be approved by the CO. cofvsTRUCTION
SIGN- SCHEDULE

0
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- - REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM 1819 1-6.12

LOCATI ON PANEL SIZE TEXT SIZE
Sign

No Text

No
Sign Text
Station
Side
Width
Nd hf
9
Area Comer

Radii Border

Width Margin

Width
.Numbers Upper

Case ower

Case

Series Color

Quantity

Total Area
Su ort
PP Remarks
, . lin.) lo.} (sq ft) (inJ (in.) (in.} lin.l (in.l lin.l Comb, (s ft) (No Pay)
Mingus MI I ~ White ((2)12.5 Remove & Replace Existing
1 H I stor ~ o cr l stm ~ I I 779+79 RT 67 45 21 t
I n I 21
See o
e o =25 Sign
NEXT Rl GHT Brown

cnerokee ~ White I(2)12.5 Remove & Replace Existing
2 791+14 LT 54 30 11
25 S t
I n 1 11
25
. ee o
e o .
. =25 Sign
a Gatllnburg Brown

Mingus Mr I I White
112112'5 Remove & Replace Existing
3 Historic Gristmi I l 799+08 LT 67 45 21
S
t
1
on
1
21 Si n
9
ee o
e
NEXT LEFT BrOWn =25

`~ cen
errps
808+31
RT
48
22
7
33
t
1 White
On
l
7
33 1(1)12.5. Remove & Replace Existing
4 t . See e
O .
=12.5 Sign
Brown

5
Job corps ~
811+42
LT
48
22
7
33
S
1
t White
on
1
7
33 I(l)12.5 Remove & Replace Existing

center .
ee
o
e
Brown
. =12,5 Slgn
aoconoluftee White 1(2)12.5 Remove & Replace Existing
vlsftor center 816+39 RT 96 58 38
67 S l
t On l 38
67

6
Mountain Farm . ee e
o .
. =25 Signs
Museum 6roWn

Remove & Replace Existing
a cnerokee 820+40 RT
54
30
11
25 White
n
2
22
5 2(2)12.5 Signs
7
Gatltnburg ~
823+00 S8
RT . See ote l o
Brown . =50 Mount w/ R6-1 Sign (One Way)
~ 823+00
Sheet Total 8 IL9,OU I75 U.S.DEPARTMENiOFTRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
NOTES EASTERN FEDERAL LANDS HIGHWAY DMSION
:
(. Sign depiction for content display only. Final layout, SlZing, font, Ond C010r GR~NATIONALPARKAINS
Will f011oW the ~~NOtlOnal Park .Service Uniguide $tandardS~~. NEWFOUND GAP ROAD - 1619
2. Submit. shop drawings of a!1 signs to the G0 for approvdi prior to fabrication. OPTION 1
PERMANENT SIGN SYSTEM
3. Final locations of the signs shall be approved by the CO. SCHEDULE (UNIGUIDE)
NDC DMiC Nfl • MIISR2

a°
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REG STATE PRO]ECT SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM 1819 1.8.11

LOCAT ION PANEL SIZE TEXT- SIZE
Sign Text C B
d h(
i U

No,
No. Si n Text
g
Station
Side
Width
Heght
Area orner
Radii or
er
Width arg
n
Width
Numbe
rs pper
Case over
Case
Series Color

Quantity

T
al
o
Su ort
p Remarks
(in.) 1~.) (sq ft) (inJ (in.l (in.) (in•1 (inJ (inJ. Comb. (s
ft) (No
Pay)
Black

Wll-2 ~
889+12
RT
30
6
25
S on
Fluor-
IllJl2.5
Remove & Replace Existing
27 30 . ee ote 1 ! 6.25 i
escent =12.5 S
gn
Yellow-
Green

28
W3-5a 35 MPH
SPEED ZONE
883+81
RT
30
30
6
25
S Black
on lllJl2.5 Install Si n
g
. ee ote I ! 6.25
~~ Yellow =12.5
RESER~EO Green/
Mod.
R7-8 PA~arvc
Min
Mill
12
l
5 Blue 7(1)12.5 Instal! Sign
27 ~~ OVC _ IS . See ote 1 on 7 10, 5 =87.5
White

28
R7-86
v'~
Min us Mil!
g
18
9
1
125

S White
on
_
Mount w/ Sign No. 27
ACCESSIBLE _ . ee ote l 3 3.375
OVC Blue
Sheet Total l2 26,375 112.5
Total 69 423.42 562.5
Rounded Total 69 425 565

NOTES U.S. DEPARTMENT OF TRANSPORTATION
TERN FEDERAL LANDS H16HIW~AY DIVISI
A
: E
S
ON
1. See " Manual on Uniform Traffic Control Devices" and "Standard Higl)Way SlgnS" GREAT SMOKY MOUNTAINS

for
dimenSloRS. NATIONAL PARK
NEWFOUND GAP ROAD -.1619
2 . Final locations of .the signs shall be approved by the CO. OPTION ~
PERMANENT ALUMINUM
SIGN SCHEDULE
NPS PMTS NO.: 090563

L
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 1-8.10
LOCATI ON PANEL SIZE TEXT SIZE
Sin
g
No. Text

No.
Sign Text
Station
Side
Width
Height
Area Carver
Radi Border
Width Margin
Width
Numbers Upper
Case ower
Case .
Series Color

Comb:
Quantity
Total Area
Support
(No Pa )
Y Remarks
(inJ IfIJ (sq ft) (inJ (~L1 lin.1 (1e.1 lin.l (in.l (s ft)

861+70 SB
RT Black
2
5
12 1(1112.5 Remove & Replace Existing
20 W4-2R 30 30 6.25 See ate I on .
=12
5 Signs
~ 861+70 SB LT Yellow .
cAMPINC Black !(012.5 Remove & Replace Existing
2! Custom P Nor Ti N D 864+82 NB LT 36 36 9 1. l3 .63 .38 - 5/4 - 2000 on ! 9 =!2, 5 Sign
CAMPGROUNDS White

Remove & Replace Existing
White Sign
WRONG 865+25 SB LT l2

22
R5-1a
Wqy
865+25 SB
RT
36
24
6
See
ate 1
~ ~
2 _ Mount w/ W6-2 Sign, on
Reverse Side
Black
WARNING on
11
/
Y
1(2112
5 Remove & Replace Existing
Wi
di
St oW
e . Sign
23 Custom n
ng
eep,
MDUntoln Road 873+49 LT 79 65 35.66 1.50 ;6 0.4 6 8/6 4.4 2000 White ! 35.66 =25 Capable of Being Flipped. w/
NEXT 35 MILES On SI gn No. 24
Brown
Remove & Replace Existing
BE PREPARED FOR Black Slgn
24 CUStom SEVERE WEATHER, 873+49 LT 79 44 24.14 1.50 .6 0.47 - 8 - 2000 on ! 24.14 - Capable of Being Flipped w/
ICE AND SNOW YEIIOW
23
Sign No
.

Black . Remove & Replace Existing
COMMERCIAL
-
J
12 !(2112.5 Sign
25 Mod. VEHICLES 875+80 LT 48 36 12 1.13 .6 .3 5 - 2000 on =P5 . Mount w/ Sign No. 26
R5-4 PROHIBITED White

Violators Black Remove & Replace Existing

26
Custom Sub ect to
1 875+80 LT 36 26 6.5 1.13 .6 .3 - 4 - 2000 on 1 6.5 _ Sign
Mount w/ Mod. R5-4 Sign
fine or arrest White

Sheet Total 9 111.8 75 uFEDERA HGHWAYAD NISTRATIONN
EASTERN FEDERAL LANDS HIGHWAY DMS10N
1voTES:
GREAT SMOKY MOUNTAINS
See "Manual on Uniform Traffic Control Devices" and "Standard Highway Signs"
1 NATIONAL PARK
. NEWFOUND GAP ROAD - 1B19
.for dimensions.
2. Final locations of the signs shall be approved by the CO. PERMANEN ~ ALUMINUM
SIGN SCHEDULE
NPS PMTS NO.: 090563
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ocation /Station Range

ength

avement
Construction

Width

~
( ~
PAY ITEM

21101-1000

Roadway

Obliteration,

Method 1
(SQYD)

PAY ITEM

30101-1000

Aggregate

Base Grading
C (TON)

PAY ITEM

30501-0000

Aggregate

Topsoil Course
RON) PAY ITEM
40101.0600
Superpave
Pavement
~
1 2-Inch
/
Nominal

Maximum Size
Aggregate, 0.3
to <3 Million
ESAL TON PAY ITEM
40101-1400
Superpave
Pavement
~
1-Inch

Nominal

Maximum Size
Aggregate, 0.3
to <3 Million
ESAL N

PAY ITEM
41301-0000

Asphalt

Pavement

Milling
(SQYD)

PAY ITEM
41301-0600
Asphalt

Pavement

Millin 2-Inch
Depth

(SQYD)

PAY ITEM
41301-1300
As halt
P
Pavement

Milling, 6-Inch
Depth

(SQYD)
Pullout Sta 808+00 Z6 217
Pullout Sta 813+50 56 458
Pullout Sta 870+00 108 891
Pullout Sta 880+50 33 275
Mingus Mill 52 75
Park Circle Dnve 32 31
Blue Ridge Parkway 72 173.
Big Cove Connector Road 73 27
.Mingus MIII Parking Area 10 209 5
Oconiufee Visitor Center 505

SHEET TOTAL 0 10 229 1243 5 1841 0 0
TOTAL 440 10 1259 5314 9968 2200 41125 6867

b
M
N
4
7
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A
h
PAY ITEM. PAY ITEM
40101-0600 40101-1400 PAY ITEM PAY ITEM -PAY ITEM
PAY ITEM PAY ITEM
PAY ITEM Superpave
Pavement Superpave
Pavement,
41301-0000 41301-0600
Asphalt 41301-1300
Asphalt
Pavement
Construction 21101-1000
Roadway 30101-1000 30501-0000
Aggregate Aggregate ,
1/2-Inch 1-Inch
al
i
N Asphalt
Pavement
Pavement
Pavement
h
Location /Station Range Length Width Obliteration, Base Grading Topsoil Course n
om
Nominal
Maximum Size Maximum Size Milling Milling, 2-Inch
Depth Milling, 6-Inc
Depth
(FEET) Method 1
(SQL) C (TON) (TON) Aggregate, 0.3 Aggregate, 0.3 (SQL) (SQYD) (SQYD)
to <3 Million to <3 Million
ESAL TON ESAL TON
18 62 125 733
Sta 743+00 to 746+00 300 22
27
72
256
428
428
Sta 746+00 to 749+50 350 22 39 113 230 1344
Sta 749+50 to 755+00 550 22
164
-836 1956
Sta 755+00 to 763+00 800 22 50
110
329
669 3911
Sta 763+00 to 779+00 1,600 22
41
146 244 244
Sta 779+00 to 781+00 200 22 13
82
167 978
Sta 781+00 to 785+00 400 22 25 97 341 548 611
Sta 785+00 to 789+50 450 22 28
171
349 2039
Sta 789+50 to 794+00 45D 26
82
293 489 489
Sta 794+00 to 798+00 400 22 25
154
314 1833
Sta 796+00 to 805+50 750 22 47
154
784 1773
Sta 805+50 to 813+00 750 22 38
62
125 733
Sta 813+00 to 816+00 300 22 10
21
73 122 122
Sta 816+OOto 817+00 100 22 6
22 128 260 1522
Sta 617+00 to 821+00 400
240
488 2856
Std 821+15 SB to 834+00 SB 1,285 20 40 523 1064 6222
Sta 821+00 NB to 849+00 NB 2,800 20 85 67 111 111
Sta 834+00 SB to 835+00 SB 100 20 3 ig 67 111 111

Sta 849+00 NB to 850+00 NB
100
2D 3 19
855
5000
Sta 835+00 56 to 857+50 SB 2,250 20 70 420 627 3667
Sta 850+00 NB to 866+50 NB 1,650 20 46 308
95 222
Sta 857+50 SB to 858+50 SB 100 20 3 1g 152 889
Sta 858+50 SB to 862+50 SB 400 2U 13 75 67 121 111

Sta 862+50 SB to 863+50 SB
100
20 g 19
95
566

Sta 863+50 SB to 866+00 SB
250
20 g 47
71
167

Sta 866+00 SB to 866+75 SB
75
20 2 14
193
445
278
g 60
Sta 666+50 to 867+75 125
76 155 917
Sta 867+75 to 870+00 225 li 26 ~ 195 122

Sta 870+00 to 871+00
100 6
43
87
522

Sta 871+OOto 873+00
200 7
62
125
743

Sta 873+00 to 876+00
300
22 19
21
73
132
122

Sta 876+00 to 877+00
100
22 6
2S2
575
3371
Sta 877+00 to 890+75 1375 22 83
27
55
333
Median X-Overs
70 24 200
Pullout Sta 744+50 440 15 159
60
Pullout Sta 757+00
4071
9963
359
41125
6867
440 0 1030 .
SHEET TOTAL

L
REG STATE PROJECT SHEEP TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 1.8,5

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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DNIS]ON
~ GREAT SMOKY MOUNTAINS NATIONAL PARK
N NEWFOUND GAP ROAD - 1619
7
R
OPTION 1
~ DRAINAGE SUMMARY
0

- PS PM15 NO.: 090563

TATION

PAY ITEM

60201-1000

36-Inch Pipe

Culvert
(L~1F1')

PAY ITEM

60403-0000

Inlet (Open

Throat)
(EACH)

AY ITEM

60403-0900

Inlet, Type 4B

(EACH)

AY ITEM

60403-1700

Inlet, Type 6A

(EACH)

AY ITEM

60403-1900

Inlet, Type 6B

(EACH)

PAY ITEM

60704-0000

Cleaning

Culvert In
place (EACH)

PAY ITEM

60708-0000

Concrete Pipe

Joint Repair
(EACH) PAY ITEM
62011-0100

Stone

Masonry

Headwall for

12-Inch Plpe
Culvert
(EACH) PAY ITEM
62011-0300

Stone

Masonry

Headwall for

18-Inch Pipe
Culvert
(EACH) PAY ITEM
6201.1-0500

Stone

Masonry

Headwall for

24-Inch Pipe
Culvert
(EACH} PAY ITEM
62011-0700

Stone

Masonry

Headwall for

36-Inch Pipe
Culvert
(EACH) pAY ITEM

62028-1000

Remove and

Reset Stone

Masonry
Headwall
(EACH)

EMARKS
745+44 1
745+50
752+98 ~ 1
757+79
759+71 1
765+96 1 1
773+98 1
782+52 1
785+56 88 1
788+75
790+48 1
797+70 1
803+70 1
807+79
808+60
810+9fi 2
813+22 60 1 1
872+55 1 1
872+64 1 1
877+72 1 1
881+]i
887+00
890+15 1 1

NB
857+04 NB 1
663+63 NB 1 1
666+17 NB 1

SB
824+45 SB 1
829+44 SB 1
838+04 5B 1 1
842+24 SB i
846+34 SB 1
856+20 SB 2
869+00 SB

Mingus MIII 1

TOTAL 148 1 1 1 3 13 1 1 3 4 1 7

i
i
PAY ITEM
60103-0100 PAY ITEM
60103-0140 PAY ITEM
60103-0180
PAY ITEM
PAY ITEM
PAY ITEM
PAY ITEM
20301-1200 PAY ITEM PAY ITEM
20302-2100 PAY ITEM
20425-1000 pAY ITEM
25102-3000 Concrete, Concrete,-
l f Concrete,
all for
d
H 60201-0400
12-Inch Pipe 60201-0600
18-Inch Pipe 60201-0800
24-Inch Pipe REMARKS
STATION Removal of 20301-1400
Removal of Removal of
lvert
C Ditch,
Excavation placed Riprap, Headwall far
18-Inch Pie
p or
Headwal
24-Inch Pie
p w
ea
36-Inch Pipe Culvert Culvert

NFT Culvert

(LNFT)
Headwall Inlet (EACH) u
Pipe
(WpT) (LNFT) Ciass 3 (TON) )
(EAC (LNFT) )
(L
(EACH) (EACH) (EACH) H
745+44
745+50
752+98
757+79 3
759+71 28
765+96 1 28
773+96 8
782+52 85 6,4 1
785+56
145
168
788+75
166 6,4 i
44
790+48 8 1
797+70
803+70
807+79 5
808+60 7 52
810+96 42
4
6
813+22 64 , 8
872+55 20
872+64 1 20 68
877+72
881+71 315
68
887+00
890+15 1 80
NB
857+04 NB 56
863+63 NB 1 56
866+17 N8
SB 16 '
824+45 SB 20
829+44 SB
838+04 SB
842+24 SB
846+34 5B. 148
856+20 SB
364
869+00 SB
Mingus Mlil

1 1 6 328 340
i
TOTAL 1 3 584 832 19,2

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REG STATE PROJECT SHEET
N0. TOTgL
SHEETS
SE NC PRA•GRSM 1819 1•B.7

LOCATION PANEL SIZE TEXT SIZE
Sign
No. Text
No. Si n Text
g
Station
Side
Width
Neighf
Area Corner
Rauh Border
.Width Margin
Width
Numbers Upper
Case lower
Case
Series Color

Quantity

T
alA
a
Su ort
p Remarks
(inJ (inJ (sq ftl (inJ (in.) (inJ (in•) (inJ (inJ Camb. (s
{~ (No
Pay)
SPEED 781+65 LT
l R2-1 LIMIT 825+99 SB
851+05 NB RT
LT
24
30
5 Black 41012..5 Remove & Replace Existing

45 See ote I on 4 20
=50
Signs
883+00 LT White

782+49 RT Black 311112 5 Remove & Replace Existing
Mod. ONGESTE 30 30 &
25 S Si
2
W5-2 805+05 RT . . ee ote l on 3 18.75 gns
AREA 831+22 NB LT Yellow °37.5 Mount w/ WI3-1 Signs.
l35 M. P. HJ
Remove & Replace Existing
782+49 RT Black Signs
3 W13-1 35 805+05 RT 18 18 2
25

~P" . ee ote I on 3 6.75 Mount w/ Mod. W5-2 Signs
831+22 NB LT Yellow _ lCongested Area) as Seen
on Plans
000+25tMM) LT
000+101 PCJ LT
. 815+52 LT White Remove & Replace Existing

4
RI-I ~
815+80
LT
30
30
6
25 9((112.5 Signs
V V
V
Vf
820+10 N8
LT . ee ote 1 on 9 56.25
=112
5
Mount Opposite w/ R5-l Signs
820+12 NB LT Red , C 815+52 & 815+87
822+89 NB LT
000+151BR) LT
887+OS LT
Red
oh

5
R3-2
24
24
4
S
Bl
k !(012.5 Remove & Re lace Existin
p g
814+85 RT ee ote l ac 1 4 -
=12.5 Sign
on
White
Red

6
R3-I
816+24
LT
24
24
4
S
t on
Black
1
4 111)12.5
Install Sign
ee o
e l
on =12.5
White
c~^
NOT
S sheet Total 21 109.75 225 uFEDERALHIG WAY ADMNISTRATlONN
L
. EASTERN FEDERAL LANDS HIGHWAY DIVISION
1. -See "Manual on Uniform Traffic Control Devices" and "Standard Highway Signs" GREAT SMOKY MOUNTAINS.

for dimensions. NATIONAL PARK
NEWFOUND GAP ROAD - 1819
2. Final locations of the signs shall be approved by the CO. oPTioN ~
PERMANENT ALUMINUM
SIGN SCHEDULE

L
REG STATE PRO]ECi SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 1-B.6
OPTION 1 PAVED
OPTION 1 EROSION CONTROL SUMMARY WATERWAY SUMMARY

a
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j U.S.DEPARTMENTOFTRANSPORTATlON
0 fEDERAI HIGHWAY ADMINISTRATION
Y EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
a NEWFOUND GAP ROAD -1619
M
OPTION 1
N PAVED WATERWAY AND EROSION CONTROL
SUMMARIES
m
0
a _ NPS PNIS NO.: 090563
ry '- ~ -

TATION PAY ITEM
15705-0100
Soil Erosion

Control, Silt
Fence
(LNFT)
PAY ITEM Soil
Erosion
Control,
Check Dam
(EACH] -PAY ITEM
15706-1400
Soil Erosion
Control, Inlet
Protection
Type C
(EACH} PAY ITEM
15706-1400
Soil Erosion
Control, Inlet
Protectlon
Type D
(EACH)
765+96 60
773+98 30
785+56 60
790+48 60
797+70 30 1
810+96 60
813+22 b0
872+55 30 1
872+64 1
877+72 30 1
"890+15 30 1

NB
824+20 (wetland) 210
824+45 30
855+64 30
863+63 30 1

SB
856+20 30

As Re 'd 10
TOTAL 780 10 4 2

.STATION PAY ITEM
60802-0200
Paved
Waterway,
Type 2 (LNFT)
745+5D 20
757+79 10
807+79 10
608+60 10

TOTAL 50

L
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM iB19 1-8.9
LOCATI ON PANEL SIZE TEXT SIZE
Sign
No Text
No Si n Text
g
Station
Side
Width
Heght
Area Corner
Radii Bolder
Width Margin
Width.
Numbers Upper
Case ower
Case
Series Color

C
b
Quantity
Total Area Su ort
PP Remarks
. . (inJ lm.) (sq ft) (in.) (in.l Iin.) lb•) linJ l'm.) om
. (s ft) (No Pay)
Black Remove & Replace Existing

l3
GUSTO
sNOwrRES
+
B22 52 NB

LT

36

36

9

1.50

.6

.4

-

6/5

-

2000 on
Yellow/
1
g
- Si ns
Chan eable Si n S stem
g g y
OR CHAINS Black (Retain) w/ Signs No. 12, 13,
RECOMMENDED on 14, 15
White
Remove & Replace Existing

14
GUSTO DANGER•ICE
nRECHAINS
822+52 NB
LT
36
36
9
1.50
.6
.47
-
6/4
-
2000 Black
on
1
g
- Sign$
Changeable Sign System
REGUIRED White (Retain) w/ Signs No. l2, l3,
AHEAD I4, l5
emove & eplace Existing
Signs
823+00 SB RT Black Mount w/ Info. Sign C 823+0
S t
l
15 R6-1 o A .823+46 NB RT 36 12 3 ee e
o on 3 9 - . Mount Opposite w/ R6-1R Sign
858+22 SB RT White 0823+46
Mount- w/ Info. Sign C 858+22
SB
- Remove & Replace Existing.
S 1
t Black Sign
16 R6-1 nv 823+46 NB RT 36 l2 3 ee o
e an 1 3 Mount Opposite w/ R6-IL Sign
White @ 823+46

RIGHT
25
6 ~
l Black
on
I
6
25 ((1)12.5
Mount w/ W16-2 Sign
17 W9-1 LANE 848+50 SB RT 30 30 . See ote . =l2 5
No Yellow
Black
°
°
° l 3 Mount w/ W9-1 Sign
!8 W16-2 F
E
~ 848+50 SB RT 24 l8 3 See ote ! on -
Ye11ow
Red
~EiD J(!)l2
5 Remove & Replace Existing
on ! 4.5 .
19 RI-2 855+95 NB LT 36 36 4.5 See ote l _l2 5 Signs
White
Sheet Total 9 43.15 25 ~~oean~HIGHWAYADMINISTRATIONN
EASTERN FEDERAL LANDS HIGHWAY DMSION
NOTES:
1. See "Manual on Uniform Traffic Con-trop Devices" and "Standard Highway Sign S" GREAT SMOKY MOUNTAINS
.NATIONAL PARK
for dimensions. NEWFOUND GAP RQAD - 1B19
2. Final locations of .the signs shall be approved by the CO. oPTioN ~
PERMANENT. ALUMINUM
SIGN SCHEDULE
NDS PM15 NO.: 090563
0
Q
M

L
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA•GRSM 1B19 1•B.S
LOCATI ON PANEL SIZE TEXT SIZE
ower
U
l
Remarks
Comer Border Margin pper or
Co i l A
e
T
t Su ort
PP
Sign
N Text
No Sign Text Station Side Width Neighf Area Radio Width Width Numbers
(in) Case -Case
1
(i Series Comb. ty
Quant r
a
a
o
(s ft) tNo Pay)
o. . (inJ (n.) (sq ft) IinJ IinJ lin,) (in.) n.
15+52 LT
15+80 LT Remove & Replace Existing
22+46 SB LT Signs
22+46 SB RT White 811112.5 Mount Opposite w/ RI-l -Signs
D0 NDT 23+90 NB RT e
S ote 1 on 11 68.75 0 ®815+52 & 815+87
7 R5-1 NB LT 30 30 6.25 e =10 -2 Si
~ 23+90 Red gn
Mount Opposite w/ W6
~r~R 57+58 SB LT
C 866+48
00+951 BR) RT
58+95 SB LT
66+48 SB RT
LT
66+48 SB
i
ti
ng
s
Remove & Replace Ex
Black 2ll)l2.5 Sign C 866+38
1 821+19 SB LT e
S ote l on 2 18 25 Mount Opposite w/ W6-2
36 36 9 e =
8 W6-1 866+38 NB RT Yellow Sign @ 821+19

Black Mount Opposite w/ Sign W6-1
821+19 NB RT
36
36
9
See
ote 1 on 2
18 _ @ 821+19
Mount Opposite w/ Sign R5-1
9 W6-2 , +
866 48 SB LT yellow C 866 48

Remove & Replace Existing

Black Si ns

FEEDING
WILDLIFE

822+52 NB

LT

36

36

.9

1.13

.6

.3

-

4/3

-

2000

on

1

9 Can ea61e Si n S stem

9 9, y
(Retain) w/ Signs No. 12, 13,
~~ 10 GUSTO PICKING PLANTS WI)~te
14, 15
a
E PROHIBITED

; emove & Replace Existing
R
5
k
81 ^
SI nS

n RonDD
CL05E
822+52 NB
LT
36
36
9
1.50
.6
.47
4 4
6/ - 2000 on 1 9 - C angeable Sign System

(Retain( w/ Signs No. f2, 13,
!1
~ CUSTOM 3MLAHEAD
TURN HERE White 15
14
n ,

3 Remove & .Replace .Existing

Black Si ns
a
o ~~
5~i Es
822+52 NB
LT
36
36
9
1.50
.6
0.4
6
6
-
2000
on
1
9 _ ngeable Sign System
Ch
(Retain) w/ Signs No. 12, 13,
12
o GUSTO
AHEAD White
14, 15
~
~ U.S. DEPARTMENT OF TRANSPORTATION
et l
t
T l8 75
13! 125 FEDERAL HIGHWAY ADMINISTRATION
o
a
She . EASTERN FEDERAL LANDS HIGHWAY DMSION
Q

'`
NOTES: GREAT SMOKY MOUNTAINS

See "M
1
anual on Uniform
Traffic Cont
rol De
vices" a
nd "Standa
rd
Highway Signs" NATIONAL PARK
NEWFOUND GAP ROAD - 1819
.
for d
a 2. Final imensions.
locations of the si
gns shall be
appr
oved by
the CO. OPTION 1
PERMANENT ALUMINUM
SIGN SCHEDULE
NPS PMIS N ~: 0905
~ _
M

Omits of Rumble Strl
Proposed Edge of
'-_` Povement
~][~~ n ~ ~] n~] [~ ~] 50:1 Toper
l~±Li~II-~ Ll ~ LJ L7-CT~L7- ---------------- ---------
~ i
Proposed Rumble Strip Proposed Edge of
`_-~ typical Trovelway
See Detail 'A"
PLAN VIEW
L
0
~ 'Uniform de th througA width of
cut with a tolerance between peaks
Proposed Surface and volleys
of Pavement
DDD •o p ~~~,D•
p•. D ,• D
D D D ,• ~. D p
..D•,•D p.P • ,,•D,~ D,~D; P, D .D•.D•
.~ D .• ,. ~ •• ,, ,•

SECTION A-A
a
V
v
~a~~e. „~e ~..~a
4" Polyurea
Edgeline
RUMBLE STRIP DETAIL
NOT TO SCALE
' Edge of
t

Edge%Ine'--
DETAIL "A"

L
c
a
1?
v
u
L
v
A

REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 C,40
W6 ERE PROPOSED
E SEMH~L
GA~SMT
DGE
Y
NI
H
WI
PROPOSED EDGE OF PAVEMENT
Y 6"
---------
--- - - - - - -------------------
- -
1' 6"
SAWCOT EXISTING
PAVEMENT
I
PLAh1 Ill EW
i PAVEMENT REMOVAL
1
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
GREAT SMOKY MOUNTAINS NATIONAL PARK

, NEWFOUND GAP ROAD -1619
PAVEMENT TAPER DETAIL
q
i
G
a
Y
o
o
0
0
0
PS PMIS NO.: 090

U.S. ~DEP.~R°C~~NT ~~ 3°I~~ IN°~ERg~P$
NAM®NAI~ I~~I$~ ~]ERVI~]E
~~~~ Jl ~~®~~ l~'Jl.~ ~J N~~i ~N~
NAt~CI®N~L I~AI~]~
UNESCO 7Y ®~~~ 1Li1Ld~Il~~`IJAJL.A ~~~JLA
PLANS FOR PROPOSED
PRO~ECr LENCry:
Newfound GaP Road ...................................65 tulles
IMPROVEMENT:
SCHEDULE A
RehabUltotion of Nevfcund Gap Rcad from SW' North of the Collins Creek Pfcnlc area to
3204 soufh of Taw String Rood and exfstlrq roadside pullouts. tmprwerxMs Include resurfacing,
full-depth pavement reronsfrudlon,dralnaga,pavemerd rrarkings and traffic control.
oPrrDN r
ReMMlltoflon of Nswfa~nd Gap Road from 32~'South of the Tav Sirlrg Read to tfle irk
boundary of Cl~rokee fndian Reservation and exlstlrg roadside pullouts
and parking oreas,lncludlrq the parking area otfhe ,Uirgus lAlll and Ocorloluffee VisJta Center.
Impraements Include resurfacingfulldepth pavement reconstructfoa draNwge, pavement morklrgs,
and traffic control.
OPTION 2
Roadway widening and reconflgurotlan of Newfaurd Gap Rid to add turn Iones at tie
erdrance to Ile Oconalufiee Visitor Center and Park Circle Drive. Recorrfigurallon of.~rking
area fa tf~ Ownoluftee Vlsltor Center.lmpraements Include resurfocing,pwing,
gradlrq,drainage,pavemeMnmrkings,trafflcconiroland wetland mlflgotlon.
OPTION 3
Roadway wldenlrq of Newfound Gap Road to add a turn lane at7aw String Road
Re-ol(ngmenf of Tow String Rmd. lmpravemenfs Include resurfacing,pavfng,grading,
drainage,pavemenf markings,trofflc control,aM wetfond m/tlgafton.
OPTION 4
Roadway wldeNrq of Newfarnd Gap Road fo add a Turn lane at Ne entrance to Collins
Creek Plcntc Area.lmprovements Include resurtaclrg,pavlrg,groding,dralnage,
pavementmakings and traffic control.
INDEX TO SHEETS
sNOET DESCRIPTION
A.1 TITLE SHEET
A.2 CONVENTIONAL SYMBOLS
A.3 LOCATION MAP
6.1 THRU B.2 CONTROL POINT REFERENCES
A-A.1 SCHEDULE A LOCATION MAP & INFORMATION
1-A.1 OPTION 1 LOCATION MAP & INFORMATION
2-A.1 OPTION 2 LOCATION MAP & INFORMATION
3-A.1 OPTION 3 LOCATION MAP & INFORMATION
4-A.1 .OPTION 4 LOCATION MAP & INFORMATION
C.1 THRU C.41 GENERAL STANDARDS AND DETAILS
M 1819
ROADWAY WIDTH SURFACE BASE
Newfound Gop Road 22ft SACP AC~REGATE
DESIGN DESIGNATION
NEWFOUND GAP ROAD
ADTf2007J 5,190
ADT(20271 7,7l0
DNV 2,500
D 50/50
V 50
C/A PARTIAL
elmaxJ MATCH EXISTING
SPEClF1CAT1ONS:
"Standard Specifications for Construction of Roads
and Bridges on Federal Highway Protects", FP-03 PLANS. PREPARED BY
U.S. Customary Units FOR
^-^ U.S. DEPARTMENT OF TRANSPORTATION ~5~ ][~~]E®~IN~L ]~L~NS
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL tJNDS WCr1WAY DIVISION DO NOT USE FOR CONSTRUCTION
Kimle~r•Horn and Associates, Inc, ~~~;~YYzooe
PO ox 33068 Rale'ryh, North Carolina 27636 ~'--
PROJECT PRA-GRSM lBl9
REHABILITATION OF NEWFOUND GAP ROAD FROM
500' NORTH OF COLLINS CREEK PICNIC AREA TO
SOUTHERN PARK BOUNDARY
SWAIN COUNTY, NORTH CAROLINA
nnn irnT

L
DESCRIPTION OF PROJECT

c
R
v
0
Y
a
~,
°o
L
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
abutment
aggregate abut.
aggr. length of curve
liter C
2 NATIONAL BOUNDARY •' •- '°
NORTH ARROW 7
SE NC PRA-GRSMYBI9 A.2
ahead
alternate AR
art. longltuelnal
law watts l~•
cw STATE BOUNDARY ........................................................................ L
EXISTING .PROPOSED
and & lump sum CPSM COUNTY BOUNDARY -'-'-'-'-'-'-'-'-'-'-'-'-•-•-•-•- FENCE
X X X% XX
and others et al
and wife et ux magnetic msg. CITY BOUNDARY ---------------
~ N
and so forth let cetera! etc. maintenance malnt. GATE
opprcach appr, mater/a! matt
oDProxlmate approx. maximum max. GUARDRAIL D_ -n- ~- ~-- -a- _ ~
asphalt asph, meter fineasaementl m
average dally traffic ADr mettle ton t
MEDIAN & SIDE BARRIER -------
------
mRllmeter mm -
back
bock to back 8K
b, to b, mile past
minute(s1 mngularl M.P.
STONE GUARDWALL
balance point BP minimum min. POST MOUNTED ~ T
batter btr.
W m/sceNanepus
t misc.
man NATIONAL PARK or FOREST BOUNDARY /~//////////~////////////~//////~/~//////// SIGNS
PORTABLE
No Symbol ~
beam
bearhy
baglnn/hg n.
brg,
beg; monumen
mountalnlsl .
mtnlsl. PROPERTY LINE PrL
MILE POST

~
bench mark BM negative neg. 1
badge br. norm W erw
EXISTING - - - - - ~ wO1J face

centerline

E newton

number

no.
RIGHT-OF-WAY UNE

PROPOSED R/W a Rfghtrof-way
RETAINING WALL

-~-~ V ~~`~
center to center cc a c. fo c.
POWER POLE with UTILITY UNE
--B•-P---- P-•-
centers efts. algina! ground OG
channel change
Gear cn. ch.
clr. out to out
outside dlamefer o, to o.
oD
RIGHT-OF-WAY LINE Rrw _
EXISTING -~ - - -
TELEPHONE POLE with UTILITY UNE
--a-T---- r-~--
crolumn cG.
p
with MONUMENT R/W of Rlght-of-way
PROPOSED ~
JO1NT USE POLE wlfh UTILITY LINES
-~-P&T--- -P&T-+~
concrete
connection cart.
corm, pascal
pavement a
vvmr. PE CE SUPPORT POLE with ANCHOR -~
construction
construction JGnt constr.
constr. Jt, percent
perforate Dct• °r z
pert. EASEMENT (Permanent -Non-Permanent)

TELEPHONE BOOTH OR PEDESTAL,

O B,TP; E8 OR PB mielecommunlcattons
Service
coniingent sum CT51! plate pL ELECTRIC BOX, PULL BOX ®Power
contlnwus cont. pent of compound curve PCC
PC coNSrRUCrION UMlrs
EM
, d
corrugated corr. point of curve F
F MANAG
ENT BOULDERS
corrugated metal p/pe
ccu/omb CMP
C point on tutus
point of lniersectlon POC
PI
FILL __
_ ___
_
___
~ --' ~ -
UNDERGROUND UTILITIES
----i w ~--- ~ w I--
caunty ca point of spiral to cave PSC or SC C C G-gas, 0-oH, P-power, SA- sanitary sewer,
countersink ctsk. point of curve to spiral PCS ar CS CUT
~~~~~~""""'•••••..
~~ .. •'• ~~~•~•~~~•..•.
SS-storm sewer, T-telephone, W-water, FMS-force main sanitary sewer
creak
Brushed aggregate base cr.
cab point on splrol
point of spfrai to tangent POS
PST or ST r._.-._,~
__,_,
~ PROPOSED CONDUIT FOR FUTURE USE ~_
cable meter m~ or m3 point on tangent POT TRANSITION -
,-
•-•~'
~'~-
culvert cult', point of tangent to spiral P5 a rs PIPE CULVERT -----
curve delta point of tangent PT
curve /aft LT protect . prof. PIPE CULVERT wffh END SECTION D----- ~-
curve rlgnt RT ROADWAY, EXISTING ~--~

cut
c
quonttNes
quant.
WITH WHEEL UNE ~_
~ -- ~~~
PIPE CULVERT with HEADWALL
I----- i-
degree °, deg, radian rod
CULVERT with INLET ~
Q•- -- - -
degree Celsius
des/gn hour volume 'C
DHV radius
range R
R, TRAIL _ -- ,, -,
~ ~ - - - i -~ ` /
CULVERT
ith FUNNEL DRAIN INLET - -
~---
dlagana/ dlag. reconstruction reconst. • W
d/ameter
d/aphrogm dla. or D
d/aph, relnforcemenf
reinforced concrete Dox culvert relnf.
RCBC EDGE OF WATER STREAM s
`~•..
~---•••--
PIPE CULVERT with UNKNOWN OUTLET --J' -
v -~
dlstrfct Dist. relnfaced wncrete pipe RCP Ond RNER ~-
_
danotlon land claim DLC re~lred read. ~•••v--•^~' PAVED WATERWAY ~~~~-~~--'~~~~ -°-'-'°'
~ ~~ ~~ ~` ~~~
dmwing(sl drwgisl. reservla or Reservation res.
drop Inlet Dl rithtning wall
9 rRett. waU WETLAND -'--r-_•---•- ~ ~ -•-._._.- -•-- RIPRAP NO Symbol
east
edge of pavement E
EP rlghf-of-way
rwd R/W
rd.
~-~
UNDERDRAIN
1---+uot---~ I--{UDI
edge of wafer
edge of read EW
ER roadway
route rdwy.
rte. LAKE, POND Or RESERVOIR; MARSHLAND ~- ~..

~ ~ -~
T-4x

elevorlon
Gev

h .}, TRAVERSE POINT (Horizontal & Vertical!
f
i
l
P
i
t
N
th
T
No Symbol
'
elevat/on wlih number El. 94.066 schaG .
sc SPRING
~'' Tr
ang
e
n
or
op o
o
s 64x
.934
embankment
Englneertsl
equation emb.
engrtsl.
EO or eq. second longularl
second ftlmel
secnan s
sec.
TREE UNE; TREE -~~ ~rr~
~
,
~Y r
TRAVERSE PoINT (Horizontal) T-3
~ No Symbol
excavation
G
t
l exc.
Jt slope profectlon
uth sl, Prot.
S l
`
"C.~
BRASS CAP
~ No Symbol
a
expons
on ) exp.
. so
spaces a spaced
spacing spv' ~ yy
federal Fed, ,
specfficaflon spec. INTERSTATE ROUTE STEEL P1N NO Symbol
fill
finish F
fin. square
square mater sq
m~ a m2
STATE ROUTE ®

HU8 & TACK I
I
~
flange fig. standard std. No Symbol
fabting
for example ftg.
e.q. station
stiffener
straight sta.
st/ff.
str.
U.$. ROUTE
l'1 ~
SPOT ELEVATION
x 99.9 No Symbol'
olvanlzed gale street st• ROSION CONTROL ~~ ~ No Symbol
g , '/ COORDINATE GRID T1CX
gage rgougel go. sidnger stgr,
structaal strua

headwaG
hectare
ndwl.
Aa
superelevotlon rate
Superpave Asphalt Concrete Pavement
°
SACP
SILT FENCE
- - - - - - - - - -
BUILDING _ _ _
~- `I
hexagon
t hex.
NW symmetrlcel sym.
G
S
mbol
~ No
h/gn wa
er CHECK DAM BORIN
LOCATION .
y
nlghwoy hwy. tangent tan. DEPARTMENT OF TRANSPORTATION
U
S
house nse. tangent length 7 .
.
homestead entry survey HES tampaary bench mark 78M FEDERAL HIGHWAY ADMINISTRATION
that Is l.e. EASTERN FEDERACLANDS H]GHWAY DMSION
Iden!lffcation rden, thread thd. PAVEMENT RECONSTRUCTION
GREAT SMOKY MOUNTA
NS
lnalusive final. tawnanlp r. I
Ins/de dlamefer ID typical typ.
NATIONAL PARK
tent jt, veniGes per Hour aph PAUEMENT REMOVAL NOTE: NEWFOUND GAP ROAD - 1819
vertical point of lntersectlart VPI
Other symbols used In
laminatlon
lotrrude lam.
lat. waenouse was. the plans well be shown CONVENTIONAL SYMBOLS
left Lt. west W in 0 legend oR rhB
appropriate plan sheet.
NDS DMiS Nf1~ n9nSe3

STATE PRO]ECf SHEET
N0. TOTAL
SHEETS
NC PRA-GRSM 1819 A.3
TENNESSEE
.--~..~
RTH CAROLINA
N
~i
~~
fl
276 \
19
DEPARTMENiOFTRANSPORTATION
)ERAL HIGHWAY ADMINISTRATION
;N FEDERAL LANDS HIGHWAY DN'SION
)KY MOUNTAINS NATIONAL PARK
FOUND GAP ROAD - iB19
OCATION MAP
-1
4 2 4
SCALE IN MILES

REG
SE
Begin Protect `~
PRA-GRSM 1 Bl9
549+00 J~ ~
Ro~nd Bo{lom
Road
~~~ ~~ ~uth Dfstrlct j
L
F'
a
h
Mi
s
N
CALDERWOOD
LAKE
SANTEETLAH LAKE
23
74
u.s.
FEI
EASTER
GREAT SMC
NEw
L

CP-16038
N 689474.080
E 711335.210
EL. 2388.755
STA. 555+65
OFFSET: 26,06' RT
Sta. WL +00 Sta. W 6+00
3@Tx4' Culvert-~I
EOP
6.15'
SL Sign @
Sta. 556+11
CONTROL POINT CP-16038
See Sheet A-C,1 for Plan Vlew Schedule A)
See Sheet 4-C.i for Plan Vlew ~Optfon 4)
/ CP-16512 \
NAIL
N 684905.110
E 717649.370
EL. 2207,660
STA. 638+OS
OFFSET; 6.03' LT
+- I ~ Sta. wL +00
Sta.. WL +00 I ~18" RCP
~~
~~
-- ~-EOP
Camping Siggn @
Sta. 639+00
CONTROL POINT CP-16512
See Sheet A-C,5 for Plan View
/ CP-17214 \
PK NAIL
N 680686.411
E 720385,433
EL 2143.397
STA. 691+90
OFFSET; 25.50' RT
Sta, 692+00
WL rr~ Sta. 693+00
WL
~~
18" CMP
_ _ ~ ~f
EOP
S,~3

r
a
'I
i
L
' CP-22
~~ PK NAIL
I N 676482.824
E 719983.961
EL. 2088,582
STA. 745+79
! OFFSET: 36.63' RT
' ii
i Sta. WL +00 I Sta. W 6+00
i
24" RCP
~)
~~
i CONTROL POINT CP-22
See Sheet 1-C.1 for Plan View
z
~I
0
CP-17000
PK NAIL
N 672949.215
E 718712.090
EL. 2063.508
STA. 785+51
OFFSET: 24.09' RT
Sta. 785+00 ~ ~ Sta. 786+00
WL WL
~~
~24" RCP
~~
~~
--- ~fi-EOP
CONTROL POINT CP-17000
See Sheet 1-C.3 for Pian View
CONTROL POINT CP-17214
See Sheet A-C.8 for Plan View
-l

REG 15rATE I PROJECr ~ N0~
SE NC PRA-GRSM 1819 B.2
CP-10048 \
PK NAIL
N 664858.664
E 720688.942
EL. 1993.713
Vehicles Pro. Sign @ STA. 877+SO
Sta. 875+80 OFFSET: 9.58'
131.36'
Sta. WL +OD Sta. WL +00
---- EOP ----
CONTROL POINT CP-10048
See Sheet 1-C.9 for Plan View
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - 1619
CONTROL POINT REFERENCES
NOT TO SCALE

r
4
O
O
M
7
h
0
O
ti
IRN W RED CAP
N 669 61.538
E 718786.706
EL. 2034.612
STA. 822+48 NB CL
OFFSET: 41.98' LT
~ 5 Sign System
Sta. 822+52
StaNB CL 00 StaNB CL ~~
--- EOP -----
CONTROL POINT CP-16002
See Sheet 1-C.5 for Plan View Option 1
See Sheet 2-C.2 for Plan View Option 2
,~t4- K~r
~/
~~
---- EOP
CONTROL POINT CP-268
See Sheet i-C.8 for Plan View

U.~. ~EF~R°~PgQ~N1° ~E °LHIE IN~°lERI4bR
L
DESCRIPTION OF PROJECT
PROJECT LENGTH:
Newfound Gap Road .. . . . . . .......... . . . . ..... 3.7 miles
IMPROVEMENT.•
SCHEDULER
Rehabilitation oiNewfound Gap Road from 500' North of the Collins
Creek P/cnlc area to 3100'south of Taw String Road and exlsHng
roadside pullouts. Improvements include resurfacing, full-depth
pavement reconstruction, drainage, pavement markings and tragic
rnntrol.
ROADWAY WIDTH SURFACE BASE
Newfound Gap Road 22R SACP AGGREGATE
DESIGN DESIGNATION
NEWFOUND GAP ROAD
ADT(2007) 5,190
ADT(2017) 7,710
OHV 2,500
D 50/50
V g0
C/A PARTIAL
e(max) MATCH EXISTING
SPECIFICATIONS:
"Standard SpecltTcations for Construction of Roads
and Bridges on Federal Highway Projects ; FP-03
U.S. Customary Units
PLANS PREPARED BY
~-~
KimleyHom antl Associates, Inc.
PO Box 33068 Rakigh, NorM Carolina 2763fi
SMOKEMONT ~
K, FOR CAMPGROUND
U.S. DEP ERT~ME~GHw OF~TR~PSNTRP oRTAT10N
EASTERN FEDERAL LAANYDS HIGHWAY DIN51 N
sTERLRJG, v~RCNA G,
JdNUARY 2008 P
b
n PG
3
P%
P'C'1
r
~G
r ~C1Y'~
GPI
3
STp
0
COLLINS CREEK
PICNIC AREA
:HEDULE A
NA~7CI®NA~]L I~AtI~~ ~ + ]~,~1I(;~+ SCHEDULE A INDEX TO SHEETS
~l~]EA1~ ~~l[®~.~ M[®I.T ~~IN
1V
l~TA1.7CI®NAIL 1~~~~.
UNESCO ! V ®~~~ JLJL I`j ~~~~'Vi ~ ~~~~
PLANS FOR PROPOSED
PROJECT PRA-GSM I Bl9
SCHEDULE A
REHABILITATION OF NEWFOUND GAP RDAD FROM
500' NORTH OF COLLINS CREEK PICNIC AREA TO
3200' SOUTH OF TOW STRING ROAD
SWAIN COUNTY, NORTH CAROLINA
0
D~
~p
'4 C• 6
P-C.7
A- 9
\TO
N~wROg0~ GAP
z~
MINGUS MILL ~
PARKING AREA
LOCATION MAP
SHEET
NO DESCRIPTION
A-A1 LOCATION MAP & INDEX OF SHEETS:
A-A.2 THRU A-A,3 TYPICAL SECTIONS.
A-B,i TRBULATIONOFQUANTITIES
A-B.2 PAVEMENT SUMMARY
A-B,3 DRAINAGE SUMMARY
A-6.4 MISCELLANEOUS SUMMARIES
A-6.5 THRU A-B.9 PERMANENT SIGN SCHEDULE
A-B,10 THRU A-B.12 CONSTRUCTION SIGN SCHEDULE
A-C.1 THRU A-C.10 UNE GRAPHS
A-E.1 EROSION CONTROL NARRATIVE
A-S.1 THRU A-S,3 CULVERT REPAIR DETAILS
A-T.1 THRU A-T.10 SIGNING l~ MARKING
A-T.11 TRAFFIC CONTROL NARRATIVE
A T 12 TRAFFIC CONTROL LOCATION MAP
A-Z.1 THRU A-Z.2 DRAINAGE PIPE PROFILES
v
~4A,~
~~
9Gc

vwlvnwri~~ vi~ilurc
CENTER
BIG COVE.
ONNECTOR ROAD
(SAUNOOKE
:BRIDGE ROAD)

Proposed:
1 1/1 "Thick SACP 1/2"Nominal Max Slze Aggregate, -
0.3 x 1 d to < 3 x LOS ESAL's Type IV Pavement Smoothness
Asphalt Tack Coat -
3"Thick SACP, i "Nominal Max Size Aggregate, -
0.3x10" to<3x10°ESAL's
Mill Existing Pavement 2" -
Wheel Line ~
i
Variable Depth I
Aggregate Topsoil ~ MATCH I
EXIST I
~~
i i
rl
i
,
~'
Approximate Location of
Existing 3" Sanitary Pipe*
~ Roadway
TYPICAL SECTION. N0. 1
NEWFOUND GAP RDAD
MILL AND OVERLAY PAVEMENT SECTION
-NFG- WL STA 549+00.0 TO STA 743+00.0
*EXISTING UTILITIES
-NFG- WL STA 710+00.0 TO STA 743+00.0
MATCH EXISTING j MATCH EXISTING
Existing:
Minimum 6"Thick Asphalt Pavement ~~~
Aggregate Base ~
MATCH
EXIST
~--- --- EXISTING PAVEMENT ------------- - ~ ~
i___
Cnnrmm~nclhu Davomanh
Variable Depth ,'
~AggregateTopsoil ,'
Debris i
i
i
i
~~ ~~
`~_,
:~ ~Reconditlon

3' +/-
11' +/- Edgedraln (ryp.) See Note 10
I l' +/-
3' +/-
VARIES
SHOULDE TRAVEL LANE TRAVEL LANE 5HOULDE
Proposed:
Vanes 1 1/2" to 21/2" Thick SACP 1/Z"Nominal Max Size Aggregate,
0.3x10` to <3x10 ESALs
Asphalt Tack Coat
li
c
~;
"m
a
~' Roadway
Ditch
Approximate Location of
Existing 6" Waterllne*
Existing:
Variable Depth Asphalt Pavement ~
Aggregate Base ~~
NOTES:
1. Locate all utilities prior to beginning
work. Call North Carolina One-Call
Service [phone] or
[phone].
Z. Match proposed roadway and shoulder
cross slopes to existing unless
otherwise stated in plans.
3. Match proposed curve wfdening in
superelevated sections to existing
unless otherwise stated in the plans.
4. Recondition ditch and install type 2A
erosion control matting as directed 6y
the CO.
5. Place aggregate topsoil course and
seed a1! disturbed areas, except paved
areas, in accordance with sections 305
and 615.
6. Maintain a Erna! elevation of shoulder,
adjacent to the edge of pavement,
i/2-inch below edge of pavement.
7, Round hinge point as directed by CO.
8. Maximum shoulder rollover is 8%.
9. WL =Wheel line survey
10. Instal! base df edgedrain at depth of 24
Inches. See chart for Geocomposlte
Pavement Edgedrain locations.
Wheel Line lLV i Variable Depth /~
I Aggregate Topsoil ~' Geocomposite Pavement Edgedrdin
Variable Depth I I Debris ~' Locations
Aggregate Topsoil I MATCH ~
MATCH I MATCH EXISTING MATCH EXISTING EXIST , BEGIN END LT/R
EXIST .------------ - ,~ 55B+00 566+50 RT
--- - - ---
----
""- -----°"--------------"`- i -- - ' 570+50 578+00 RT
,'~~ ~--------------------------------------- --~ \'~,-_,;'~ 598+20 603+50 RT
,'' ~'~ ~ ~ 626+20 643+00 RT
.'~ `'~ : ~ 666+00 686+00 RT
,~ pproxfmate Location of Recondition
,~ Existing 6"PVC Waferllne** Ditch 692+00 700+00 RT
~ 693+00 694+50 RT
~ Approximate Location of
,~ VARIES i0' +/. i0' +/- VARIES VARIES Existing 3"Sanitary Pipe** 706+50 727+50 RT
730+8D 743+00 RT
SHOULDE TRAVEL LANE TRAVEL LANE SHOULDE
z
TYPICAL SECTION N0. 2
SIDE ROADS
OVERLAY PAVEMENT SECTION
(COLLINS CREEK PICNIC AREA)
(SM SOW SNTRING RQADj ND)
**Tow String Road Only

L

L
ro
a
m

U
y
h
0
Q
M
N
O
\N
Proposed;
Varies 1 1/1 " to 1 i/1 "SACP 1/1 ", Nominal Max Size Aggregate,
0.3xI0° to c3x10° ESAL's
Asphalt Tack Coat
Mill Existing Pavement, Vanes 0" to 1 i/1"
Existng
Ground ~_____
~'~ Maintain Exist
(6" if Possible)
1 i/1"
See Typical Section i
Sheet A-A.2 for
Newfound Gap Road Typical Sedlon
~,"

Existing:
Minimum 6"Thick Asphalt Pavement
Aggregate Base
~ Roadway
--------
Q
2
U
F
PULLOUT Il' +/-
WIDTH VARIES TRAVEL LANE
TYPICAL SECTION N0, 3
NEWFOUND GAP ROAD
OVERLAY PULLOUT SECTION
-NfG- WL STA 564+49.0 TO STA 573+00.0
-NFG- WL STA 616+57.0 TO STA 618+78.0
-NfG- WL STA 634+10.0 TO STA 636+58.0
-NFG- WL STA 651+85.0 TO STA 654+10.0
-NfG WL STA 687+15.0 TO STA 689+58.0
-NfG- WL STA 711+94.0 TO STA 724+41.0
Proposed: Existing:
1 i/1"Thick SACP 1/2" Nominal Max Size Aggregate, Minimum 6"Thick Asphalt Pavement
0.3 x 10° to < 3 x 10° ESAL s Type IV Pavement Smoothness Aggregate Base
X"Depth Aggregate Topsoil Asphalt Tack Coat
* ak * 71/1"Thick SACP, 1 "Nominal Max Size Aggregate,
0.3 x 10° to < 3 x 10" ESAL's
Q
~ Mill &isting Pavement 61/1"
_
Existing 2~1 ,_ ___~ 2
Ground ------ '-- L
~
~'
~ U
~ ti
' ~
L_ ----- - ------
------ ------- --
FACEOF
CURB
W'PROPOSED BERM
1 NSc 1 3 A ~LT~ ~C xc * APPLYIN TWO APPROXIMATELY EQUAL LIFTS,
NEITHER UfT TO EXCEED 4 INCHES,

NEWFOUND GAP ROAD r i
D~A1 L A"1
PULLOUT BERM SECTION
-NfG- WL STA 572+48.0 TO STA 573+00.0 (W=S; X=12 J
-NFG- WL STA 616+79.0 TO STA 618+15.0 (W=S; X=6") Full Depth Pavement Reconstrvctbn
-NFG- WL STA 688+40.0 TO STA 689+40.0 (W=S; X=4") See Plan Sheets for Locations
-NFG- WL STA 713+15.0 TO STA 714+15.0 (W=S; X=6")
NOTES:
1. Locate all utiNties prior to beginning
work. Call North Carolina One-Call
Service [phone] or
[phone].
1. Match proposed roadway and shoulder
cross slopes to existing unless
othenvlse stated !n plans.
3. Match proposed curve widening In
superelevated sedlons to existing
unless othenvlse stated !n the plans.
4. Recondition ditch and instal! type 2A
erosion control matting as directed by
the CO.
5. Place aggregate topsoil course and
seed all disturbed areas, except paved
areas, In accordance with sections 305
and 625.
6. Maintain a final e/evatfon ofshoulder,
adjacent to the edge of pavement,
1/1-inch below edge of pavement.
7. Round hinge point as directed by CO.
8. Maximum shoulder rollover Is 8%.
9. WL =Wheel line survey

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REG STATE PROJECT SNEE7
N0. . TOTAL
.SHEETS
SE NC PRA•GRSM tB19 A-B.1

U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
RN FEDERAL LANDS HIGHWAY bMSION
A
T
E
S
E
INS NATIONAL PARK
GREAT SMOKY MOUNTA
NEWFOUND GAP ROAD - 1819
SCHEDULE A
TABULATION
a
OF
QUANTITIES
- NPS PMIS NO.: 090563
P
It ~
i
n i Quantity
ay
em Item Descript
o Un
t NFG Rd. As Re 'd Totals
15101-0000 MOBILIZATION LPSM 1 1
15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM 1 1
15401-0000 CONTRACTORTESTING LPSM 1 1
15705-0100 SOIL EROSION CONTROL, SILT FENCE (WIRE BACKED) LNFT 240 60 300
15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 10 10
15706-1300 SOIL EROSION CONTROL, INLET PROTECTION TYPE C EACH 1 1
15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPED EACH 1 1
20301-1400 REMOVAL OFINLET EACH 2 2
20301-2400 REMOVAL OF SIGNS EACH 35 35
20302.2100 REMOVAL OF PIPE CULVERT LNFT 210 40 250
20303.0300 REMOVAL OF CONCRETE SQYD 4 4
20425-1000 DTTCH,EXCAVATION LNFT 265 265
20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B SQYD 35 15 50
25102-3000 PLACED RIPRAP, CLASS 3 TON 32 32
25110-2000 GROUTED RIPRAP,CLASS 2 CUYD 8 8
30101-1000 AGGREGATE BASE GRADING C TON 40 10 50
30302-1000 DITCH RECONDITIONING LNFT 9730 9730
30501-0000 AGGREGATE TOPSOIL COURSE TON 1214 61 1275

40101-0600 SUPERPAVE PAVEMENT 1/2-[NCH NOMINAL MAXIMUM SIZE AGGREGATE 0,3 TO
~ <3 MILLION ESAL '
TON
4454
46
4500
40101-1400 SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO
<3 MILLION ESAL TON 9254 545 9799
41301-0000 ASPHALT PAVEMENT MILLING (VARIABLE DEPTH 0" TO 1 1/2") SQYD 3350 3350
41301.0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 42961 39 43000
41301-1300 ASPHALT PAVEMENT MILLING, 6-INCH DEPTH SQYD 4461 2126 6587
42801-0150 FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2 SQYD 1394 693 2087
55205-0000 REPAIR CONCRETE(SHALLOW SPALL REPAIR) SQYD 4 4 8
55205-0000 REPAIR CONCRETE(DEEP SPALL REPAIR) SQYD 0.7 1 1.7
55205-0000 REPAIR CONCRETE (COMPLETE8ECTION REPAIR) SQYD 1.6 2 3.6
60103.0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT EACH 3 3
60103.0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 1
60201.0200 6-INCH PIPE CULVERT LNFT 18 18
60201-0600 18-INCH PIPE CULVERT LNFT 48 48
60201-0800 24-INCH PIPE CULVERT LNFT 108 108
60201-1000 36-INCH PIPE CULVERT LNFT 56 56
60403-0000 INLET (OPEN THROAT) EACH 1 1
60403-0900 INLET, TYPE 46 EACH 1 1
60503.0000 GEOCOMPOSITE PAVEMENT EDGE DRAIN SYSTEM LNFT 10080 10080
60704-DODO CLEANING CULVERT IN PLACE EACH 10 10
60707.0300 LINING 18-INCH PIPE CULVERT LNFT 43 43
60802-0200 PAVED WATERWAY, TYPE 2 LNFT 60 60
60901-4000 CURB, STONE, TYPE 1,16-INCH DEPTH LNFT 3 3
60910-0000 RESET CURB LNFT 65 65
62025-0000 REMOVE AND RESET STONE MASONRY CUYD 0.1 0.4 0,50
62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 4 4
62101-0000 MONUMENT (MILE MARKER) EACH 3 3
62501-0000 TURF ESTABLISHMENT ACRE 3 3
62901-0500 ROLLED EROSION CONTROL PRODUCT, TYPE 2.A SQYD 5425 5425
63302-0000 SIGN SYSTEM {UNIGUIDE) SQFT 185 185
63304-0900 SIGNS, ALUMINUM RANELS,TYPE 3 SHEETING SQFf 145 145
63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID LNFT 76283 76283
63401-2400 PAVEMENT MARKINGS, TYPE L, BROKEN LNFT 1365 1365
63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 24 24
63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH EACH 50 50
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 86 14 100
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 10 10
63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2
63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT J9600 79600
63503.0600 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL LNFT 1000 1000
63504.1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 465 465
63506-0500 TEMPORARY TRAFFIC CONTROL,FIAGGER HOUR 834 834
63701-0000 FIELD OFFICE EACH 1 1
64502-DODO LOCATE UTILITIES EACH 5 5

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REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM 1819 A-B.Z

A
i

i

i

M
U.S. DEPART
ENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMSION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - 1619
SCHEDULE A
PAVEMENT,
SUMMARY I
- - ~ NPS PMIS NO.: 090563

ocation /Station Range

ength

avement

Construction

Width

(FEET)

PAY ITEM

30101-1000

A re ate
99 9
Base Gradin
9
C (TON)

PAY ITEM

.30501-0000

Aggregate

Topsoil Course

(TON) PAY ITEM
40101-0600
Superpave

Pavement

1/2-Inch

Nominal
Maximum Size
Aggregate, 0.3
to <3 Million
ESAL S YD PAY ITEM
40141-1400
Superpave

Pavement

1-Inch

Nominal
Maximum Size
Aggregate, 0.3
to <3 Million
ESAL S YD

PAY ITEM

41301-0000

Asphalt

Pavement
Mlllin
(SQYD)

PAY ITEM
41301-0600

Asphalt

Pavement

Milling, 2-Inch
Depth
(SQYD)

PAY ITEM
41301-1300

As halt
P
Pavement

Mllling, 6-Inch
Depth
(SQYD)
Sta 549+00 to 592+00 4,300 22 239 883 1786 10515
Sta 592+OOto 597+50 550 22 34 113 402 677 662
Sta 597+50 to 627+50 3,000 22 183 616 1242 7330
Sta 627+50 to 630+10 260 22 i6 53 190 325 .308
Sta 630+SO to 639+50 940' 22 51 193 393 2295
Sta 639+50 to 642+50 300 22 19 62 219 373 353
Sta 642+50 to b46+50 400 22 25 82 167 97g
Sta 646+50 to 650+50 400 22 25 82 355 250 723
Sta 650+50 to 658+00 750 22 36 154 314 1840
Sta 658+00 to 659+00 100 22 6 21 73 130 112
Sta 659+00 to 674+DO 1,500 22 94 308 627 3667
Sta 674+00 to 675+00 100 22 6 21 73 132 112
Sta 675+00 to 680+50 550 22 34 113 230 1344
Sta 680+50 to 681+00 50 22 3 10 37 70 51
Sta 68i+00 to 690+00 900 22 49 185 376 2216
Sta 690+00 to 693+00 300 22 19 62 314 723
Sta 693+OD to 698+50 550 22 34 113 230 1345
Sta 698+54 to 700+DO 150 22 9 31 110 190 172
Sta 700+OOto 724+00 2,400 22 144 493 992 5872
Sta 724+00 to 726+00 200 22 11 41 146 256 234
Sta 726+OOto 730+OD 400 22 25 82 167 989
5ta 730+00 to 732+50 .250 22 16 51 183 315 300
Sta 732+50 to 734+00 150 22 9 31 63 370
Sta 734+00 to 735+00 100 22 6 21 105 234
Sta 735+00 to 739+00 400 22 25 82 167 990
Sta 739+OOto 741+DO 200 22 13 41 209 477
Sta 741+00 to 743+00 200 22 13 41 84 492
PulloutSta 569+DO 13 230 1901
Pullout Sta 617+50 18 37 -306
Pullout Sta 635+00 43 359
Pullout Sta 652+50
Pullout Sta 653+00 12 28 238
Pullout Sta 688+50 9 44 360
Pullout Sta 695+50 2g
Pullout Sta 723+50 14 23 186
Collins Creek Picnic Area 6 15
Smokemont Campground 3 23
Tow String Road 5 26

TOTAL 40 1214 4454 9254 3350 42961 4461

TATION

PAY ITEM

20301-1400

Removal of

Inlet.

(EACH)

PAY ITEM

20302-2100

Removal of

Pipe Culvert

(LNFT)

PAY ITEM

20425-1000

Ditch
'
Excavation

(LNFT)
PAY ITEM

25102-3000

Placed
~ ra
p p

Class 3

(TON)
PAY ITEM

25110-2000

Grouted

Riprap,

Class 2

(CUYD) PAY ITEM

60103-0100

Concrete

Headwall for

18-Inch Pipe

Culvert
(EACH) PAY ITEM

60103-0140

Concrete

Headwall for

24-Inch Pipe

.Culvert
(EACH)
PAY ITEM

60201-0200

6-Inch Pipe

Culvert

(PVC}

(W~
PAY ITEM

60201-0600

18-Inch Plpe

Culvert

(HDPE)

(LNP'I)
PAY ITEM

60201-0800

24-inch Plpe

Culvert

(HDPE)

(LNFT)

PAY ITEM

60201.1000

36-Inch Pipe

Culvert

(LNF77

PAY ITEM

60403-0000

Inlet (Open

Throat}

(EACH)

PAY ITEM

60403-0900

Inlet Type

46

(EACH)
PAY ITEM

60704-0000

Cleaning

Culvert In

Place

(EACH}
PAY ITEM

60707-0300

Lining

18-Inch Pipe

Culvert

(LNFT)
PAY ITEM

62025-0000

Remove and

Reset Stone

Masonry

(CUYD) PAY ITEM

62028-1000

Remove and

Reset Stone

Masonry

Headwall
(EACH)

EMARKS
546+80 1
561+63 10 1
565+40 to 565+65 8
570+07 1
572+32 9 9
572+94 3
598+14 55 56 2
606+02 10
616+79 3.5 4
617+83 3 5
618+55 5
633+25 1
638+i6 42 44 2
642+94 1 0.1
655+01 15
674+95 1
679+19 1
684+34 1
689+40 5
692+OS 43
718+84 1 63 1 64 1
724+25 10
736+44 265 6,4 2 48
739+06 1 1 1

Collins Creek Picnic
Area Entrance
2

TOTAL 2 208.5 265 31,4 8 3 1 18 48 108 56 1 1 10 43 0.1 4
-1
L NPS PM15 NO.: 09567

STATION PAY TEEM
60802-0200
Paved
Waterway,
Type 2
(LNFT)
565+40 5
572+94 8
618+55 5
636+37 12
653+98 12
689+40 8
724+25 SO

TOTAL 60
PAY ITEM PAY ITEM PAY TEEM
15705-0100 15706-1300 15706-1400
Soil Erosion Soil Erosion Soil Erosion
STATION Control
Silt Control, Inlet Control, Inlet
,
Fence Protection Protection
(~~) Type C Type D
(EACH) (EACH)
561+63 30
598+14 60
638+16 60
718+84 30 1
734+44 60
739+06 1

TOTAL 240 1 1

L NPS P IS NO.: 090563

REG STATE PROJECT SHEET TOTAL
N0, SHEETS
SE NC PRA-GRSM 1819 A-8.5
LOCATION PANEL SIZE TEX SIZE
Sign Text Comer Border Margin Upper over Color Remarks
Sign Text Station Side Width Height Area Radii Width Width Numbers Case Case Series Quantity Total Area Support
No, No. Comb. (No Pa )
fin.} (in.l (sq ft} (inJ lin,} (inJ (inJ (inJ fin,( (s ft} Y
554+81 RT White 2(()12.5 Remove & Replace Existing
1 RJ_1 STOP 652+41 LT 30 30 6.25 See ote 1 on 3 18.75 Signs.
000+29 LT Red =37.5
sPEE:D 556+11 RT Block 31012.5 Remove & Replace Existing
t1M~T 655+28 RT 24 30 5 See ote I on 3 l5 Signs
2 R2-1 45 715+30 RT White =37.5
Black 111J12.5 Remove & Replace Existing
WJ-5R 557+47 RT 30 30 6.25 See ote l on I 6.25 =12 5 Sign
3 Yellow
Black Remove & Replace Existing
1(IJ12.5 Signs
Mod. ONGESTED 562+58 LT 36 36 9 See ote 1 on ! 9 =12.5 ,Mount w/ W13-1 .Sign
4 W 5-2 a,REa Yellow 125 M. P. N.1
T
Remove & Replace Existing
Black Sign
~' W13-1 25 562+58 LT 24 24 4.00 See ote I on I 4 - Mount w/ Mod. W5-2 Sign
5 MpH Yellow (Congested Area)
3
0
Black 2(1)12.5 Remove & Replace Existing
~ 582+16 LT
6 WI-5L 687+78 RT 30 30 6.25 See ote 1 on 2 12.5 _25 Sign
Yellow
Remove & Replace Existing
Sign w/ Flip Down Sign.
Black Dis la ed Durin inclement
WATCH l (1)12.5 p y 9
0 7 Mod. FOR 587+OI L7 30 30 6.25 See ote I on l 6.25 Weather Conditions.
W8-13 ICE Yellow =12.5
ei
Sheet TOtoI U.S.DEPARTMENTOFTRANSPORTATION
12 71.75 137.5 FEDERAL HIGHWAY ADMTNLS'IRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION-
NOTES: GREAT SMOKY MOUNTAINS
1. See "Manual on Uniform Traffic COntr01'~ and ~~Standard f1lgnWay SignS~~ NATIONAL PARK
NEWFOUND GAP ROAD -1819
for dimensions. SCHEDULE A
2. Final locations of the signs shall be approved by the CO. PERMANENT ALUMINUM
SIGN SCHEDULE
z
y NP&PMIS NO.: 090563

L
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M
REG STATE PROJECT SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM iB19 A-B.B

LOCAT ION PAN L SIZE TE SIZE
Sign
No, Text
No. Si n Text
9
Station
Side
Width
Height
Area Corner
Radii Border
Width Margin
Width
Numbers Upper
Case ower
Case
Series Color
Quantit
Y
Total Area
Support Remarks
finJ (in,l (sq ft) (inJ (inJ (in.l (io.l (inJ (in:) Comb. (s ft) (No Pay>

Black Remove & Replace :Existing

8 Mod. aARRicADE 633+00 RT
6
36
9
S
t
I 2(1)12.5 . .Sign w/ Flip Down Sign
W5-2 AHEAD 662+10 LT 3 . ee e
o on
Yellow 2 !8 °25
Remove Existing Sign &

g
Wl-
D 636+26 RT
30
30
6
25
S Block 2ll)12 5 Replace Sign
w/ Wl3-! (35 M
P
N
)
Mount
I . ee ote I on 2 12.5 .
.
.
701+79 RT Yellow _
-25 +
(~ 701 79

10
ROAD

S

t Black
ove & Replace .Existing
Se
Rll-2
CLOSED 650+35 LT 48 30 10 ee o
e 1 on I ID - H
g
White
Mount on Gate
~~ Red Remove & Replace Existing
l1 S
R8-3 , 650+35 LT 18 24 3 ee ote I on I 3 - Sign
White Mount on Gate
IcE Black Remove & Replace Existing
l2 Mod• w© LT S t
I Si
n
R4-2 650+35 24 30 5 ee o
e on l 5 - g
SNOW
Yellow Mount on Gate

l3

Mod
WATCH
Fo
+
699 57

LT

30

30

6.25

S
e

t
I Black

on

I

6'25.
1(012.5 Remove & Replace Existing

with 18" x 18"
Signs Along
. ~FAIt.EN e o
e .
W8-9a ROCK IFLAGSI l8 18 2,25 Yellow 2 4.5 =12.5 Warning
Flags
Orange .
Black Remove & Replace Existing
14 Wl3
l 35 701+79 RT 18 18 2
25 S
e t
I Sign
- 715+80 LT . e o
e on 2 4.5 -
MPH
Yellow Mount w/-W1-10

Sheet Total
l2
63.75
62.5 U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION.
NOTES: EASTERN FEDERAL LANDS HIGHWAY DN[SION
1. See "Manual on Uniform Traffic Control" and "Standard High-Way SIgnS" GREANATIONAL ARKAINS
for dimensions. NEWFOUND GAP ROAD - 1619
2. Final locations of the signs shall be approved.: by the CO. scHEaULE A
.PERMANENT .ALUMINUM
SIGN SCHEDULE

L
REG STATE PRO)ECI SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1619 A-9.7
LOCATI ON PANE SIZE E SIZE
Sin
No Text
No.
Sign Text
Station
Side
Width
Neight
Area Corner
Radi Border
Width ~fagin
Width
'Numbers Upper
Case ower
Case
Series Color

Comb
Quantity
Total Area
Support Remarks
. (inJ hJ (sq ft) G~,) (in.) (inJ (inJ (inJ Gn,) . (s ft) (No Pay)

Black 1(!)12.5 Remove & Replace Existing
LT 5 1 1 25
6 n
Si
15 WI-10 ~ 715+80 30 30 6.2 See ote on . °l2 5 g
Yellow Mount w/ W13-1 (35 M.P.H)
Sheet Total 1 6.25 12.5
Total 25 !41.75 212.5
Rounded Total 25 145 215
U.S. DEPARTMENTOFTRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION

NOTES: EASTERN FEDERAL LANDS HIGHWAY DMSION
1. -See "Manual on Uniform Traffic Control" and "Standard . Highway Signs" GREANATIONAMPARKTAINS
for dimensions. NEWFOUND GAP ROAD - 1819
2. Final locations of the signs shall be approved by the CO. SCHEDULE A
PERMANENT ALUMINUM
SIGN SCHEDULE
N75 PMIS NO.: 090563
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C
1
e
a

0
k
4
N
a
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0
N
7

L
REG STATE PROJECT SHEET
NO. TOTAL
SHEETS
SE NC PRA-GRSM 1819 A-8,8

LOCAT ION PANE SIZE TE SIZE
Sign

No. Text

No.
Sign Text
Station
Side
Width
Hei t
~
Area Corner

Radii Border

Width Marge

Width.
Numbers Upper

Case ower

Case

Series Calor

-
Quontity
Total Area

Su ort
PP Remarks
(in.) (in,l (sq ft) lin.l (inJ iin.l (~•) - (in.) (inJ Comb, (s ft) (No Pay)
Collins ,> White 1(2)12
5
® 552+36 RT 84 34 83
19 S t
l . ti
R
l
E
i
1 creek . ee o
e on 1 19..83 ng
ep
ace
x
s
Remove. &
°25 S
Brown lgn
4~ Gatl inburg +
554 68
LT
55
30
11
46
S
t
1 White ((2)12.5 Remove & Replace Existing
2 . ee o
e on l 11.46
cnerokee ~,
Brown =25 Sign

White

3
® +
554 68
RT
48
36
l2
S
t
I Remove & Replace Existing
ee o
e on 1 12 -
c~osEO Brown Sign
Mount on Gate

4
a Coi I ins
557+23
LT
84
34
19
83
-
S
t
l White 1(2)12.5
Remove & Replace Existing
Cr
k . ee o
e on I 19.83
ee Brown =25 Sign

5
'
21
32
4
67
S
t
l White 1(1112.5 Remove & Replace Existing
639+00 RT . . ee o
e on l .4.67 =12 5 Signs
a Brown

6
a SMOKEMONT

62

32

13
78

S

t
l White

-
1(2)12.5
Remove & .Replace Existing
campground 647+68 RT . ee o
e on ! 13.78 °25 Sign
Riding Stab I e Brawn

7 SMOKEMONT ~ White
1(2)12,5
ove & Replace Existing
e
m
campground 654+37 LT 62 32 13
78 S 1
t l 13
78 S
n
Ridin
Stab I e . ee e
o on . -25 g
g Brown

Sheet Total
7
95.35
137.5 U.S. DEPARTMENT OP TRANSPORTATION
FEDERAL HIGHWAYADM]MSTRATIDN
~^
NOTES; EASTERN FEDERAL LANDS HIGHWAY DMSION
1. Sign depiction for content only. Final layout, SlZing, font, and Calor GREAT SMOKY MOUNTAINS
NATIONAL PARK
will follow the "National Park SerV1C8 Uniguide StandarClS". NEWFOUND GAP ROAD -1619
2. Submit shop drawings of all signs to the CO for approval prior to fabrication. SCHEDULE A
3. Final locations of the si ns shall be approved b the CO.
9 Y PERMANENT SIGN SYSTEM
SCHEDULE (UNIGUIDE)

NPS PMTS NO.: 0909Gi

L-
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1819 A•B.9
LOCATI ON PANEL SIZE EXT SIZE
Sign Text Comer Border Margin Upper ower Color
Support Remarks
No. No, Sign Text Statiori Side Width Heght Areo Radii Width Width Nwnbers Case Cose Series Comb. Quantity Total Area (No Pa }
y
tin.l Gn.) (sq ft) lin.l (inJ (inJ !in•1 (in.l (inJ (s ft)
Remove & Replace Existing
White 5
112J12 Sign Capable of Beinq Flipped
. -
ROAD CLOSED I 13
75 Nothing w/
to Show
8 AHEAD 659+09 LT 60 33 13.75 See ote 1 on .
. -25 8
n No
Si
13 MILES Brown .
g

Remove & Replace Existing
White Sign Capable of Being Flipped
NO THRU TRAFFIC 1 13
75 w/
w Nothin
Sh
t
9 659+09 LT 60 33 13.75 See ote I on . - g
o
o
TO GATLINBURG Red Sign No. 7

White 111)12.5 Remove & Replace .Existing
e l 1 67
4
!0 ~ 664+09 LT 21 32 4.67 e
S ote on . =12.5 Sign
Brown

a Tow str t ng White ll2J12.5
Remove & Replace Existing
11 Road 704+49 RT 81 48 27 See ote l on 1 27 =25 Sign
a Horse Camp Brown
Tow str i ng ~ White
1
27 1f2J12.5 Remove & Replace Existing
12 Road 713+85 LT 81 48 27 See ote 1 on =25 Signs
Horse Camp ~ Brown
Sheet Total 5 86.17 87.5
Totol l2 181.52 .225
Rounded TotCl l2 185 230
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS H]GHWAY DMSION
NOTES:
GREAT SMOKY MOUNTAINS
1. Sign depiction for content display only Final layout, S1ZIng, font, and Co lor NATIONAL PARK
Will follow the ~~NatlOnal Park Service Uniguide StandardS'~. NEWFOUND GAP ROAD -1B19
2 . Submit shop drawings of all signs to the CO for approval p rior to fabrication. scHE~ui_E A
PERMANENT SIGN SYSTEM
3 . Final locations of the signs shall be ,approved by the CD.
_ SCHEDULE (UNIGUIDE)
aec oM~c un • nOnSFi
0
k
4
M
a
N
n .._

L
REG STATE PROIECf SHEET
N0. TOTAL
SHEETS
SE NC PRA-GRSM 1819 A-B,10

LOCATION PANEL SIZE TEXT SIZE
Sign

No. Text

No.
Sign Text
Station
Side
Width
Net
~
Area Comer

Radii Border

Width ~iargio

Width
Numbers Upper

Case ower

Case

Series Color
Quantity
Total Area

Su art
pP Remarks
(inJ Cm,l (sq ft) (inJ (inJ .
(in.) lin,) (in.) (~.1 Comb. (s ft) (No Pay)
Mount warning lights Type B with
ROAD Black flags on each non-portable sign
I W20-1 WORK - - 48 !6 S t
I 32 2(2)12 Requires double post
48 ee a
e on 2
AHEAD
Orange =48
Black Requires double post

2
G20-2 END
-
-
4
24
8
S
t
1
16 2(2)12
ROAD WORK 8 ee a
e on 2 =48
Orange
Mount warning lights Type B with

3

D ROAD WORK-
NEXT 4 MILES
-

-

60

30

12
5

S

t
! Black

25
2(2)12 flags on each sign
Requires double post
G20
1 EXPECT DELAYS . ee e
a on 2 =48
Orange
Mount warning lights Type B with

4

W8-9
LOW
SHOULDE

-

-

30

30

6
25

S

l
Black

37
5
6(2)12 fla s on each sr n
Requires double post
. ee ate on 6 . =144 Place through protect at intervals
Oran e
9 determined by the CO

ONEIANE Black
5 W20-4 -
-
48
48
!6
64 -
ROAD See ate 1 on 4
AHEAD Orange
Mount in combination with other
~ Black poraable .signs
6 W13-1 V\ - - 24 24 4 S t
I 24 -
ee a
e on 6
M P H Orange
Portable sign
~ Black
l W20
Ta ~ - - 48 48 !6 S t
I 4 64 -
- ee a
e on
Orange
Sheet Total 26 262.5 288 UFEOERALHIGHWAYADM ]S1RATi0NN
NOT ~ ~`J EASTERN FEDERAL LANDS HIGHWAY DMS[ON
!. See "Manual on Uniform Traffic Control" and "StOndard Highway Signs" GREANA IONALPARKAINS
for dimensions. NEWFOUND GAP ROAD -1819
2. See Traffic Control Plan and Details far Approximate Location. SCHEDULE A
CONSTRUCTION
3, Final locations of the signs shat! be approved by the CO. sicN sCHEDULE
NVC OM1C N(1 • lIOflCfi
a
0
a
y
d
N
h
N
8
a
M
-1

L
S
F
i

Sign Text Sign Text
No. No,
8 W21-5 SHOULDER
WORK
9 W2l-la
XXX
!0 W16-2 FEET
Il W6-3
Suppl. NO PASSING
12 Panel NEXT XX MILES
PARKING
f3 M 2A AREA
CLOSED
THIS PARKING AREA
TO BE CLOSED -
BEGINNWG
14 -° z°D7C
USE OTHER
PARKING AREAS
FOR OVERNIGHT
PARMNG
i
woT~s,
1. See "Manual on Uniform Traffic Control" and "Standard- Highway Signs"
for dimensions.
2. See Traffic Control Plan and Detail for Approximate Location.
3. Final locations of the signs shall be approved by the CO.
GREAT SMOKY MOUNTAINS
NATIONAL PARK
NEWFOUND GAP ROAD - 1B19
SCHEDULE A
CONSTRUCTION
SIGN SCHEDULE

REG STATE PROJECT SHEET T
N0. 51
SE NC PRA-GRSM 1819 A-B.il
LOCATI ON PANE SI E TEXT SIZE

Station
Side
Width
fin.)
Height
(in,l
Area
(s ft)
4 Corner
Radii

(inJ Border
Width

(inJ Margin;
Width

(inJ
Numbers
(in,) Upper
Case

(inJ ower
Case

(inJ
Series Color

Comb.
Quantit
Y
Total Area
(s ft)
Support
(No Pay) Remarks

Black

2

12
5

- Portable sign
- - 30 30 6.25 See ote ! on
Orange .

-
Black

2

l8
_ Portbble sign
- 36 36 9 See ote l on
.Orange

BI ock

4

12

- Mount in combination with other
poratbie signs
- - 24 18 3 See ote I on
Orange

slack

4

25
_ Portable sign
- - 30 30 6.25 See ote I on
Orange

Black

4

15

- .Portable sign
- - 18 30 3.75 See ote I on
Orange

Block

4

32

- To be Mounted on barricade
TYPe 111
- - 48 24 8 See ote J on
Orange.

Black

l5 To be Mounted on barricade
Type 11i
- - 36 30 7.5 See ote 1 on
Orange 2
U.S.DEPARTMENT OFTRANSPQRTATION
Sheet Total 22 128,5 O FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMS10N

L
REG STATE PROJECT SHEEP TOTAL
N0. SHEETS
SE NC PRA-GRSM 1B19 A-B12
LOCAT ION PANEL="` I' E ~' - TEXT SIZE
Sign

No Text

No
Sign Text
Station
Side
Width
Hei t
~
Area Corner

Radfi Border

Width Margin

Width
Numbers Upper

Case ower

Case

Series Color
Quantit
Y
Total Area
Support Remarks
. . (inJ (inJ (sq ft) (inJ lial (in,) (in.l lin.) .
lin.l Comb. (s ft) (No Pay)
Place 1 Mile Apart Along
BJaCk Length of Project, Each

15
ll UNEVEN
-
-
9
S
t
I
72
8(2112 Side of road
W8- LANES 36 36 ee o
e on 8 Requires double post
Orange _192

Sheet Tatal
8
72
192 U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
NOTES EASTERN FEDERAL LANDS HIGHWAY DIVISION
.
1. See "Manual on Uniform Traffic Control" and "Standard Highway Signs" Totai 56 464 4SO GREANATIONAL PARKTAINS
for dimensions NEWFOUND GAP ROAD - 1819
.
Rounded Total 56 465 485
See Traffic Control Plan and Detail for Approximate Location
2 SCHEDULE A
.
. CONSTRUCTION
3. Final locations of .the signs shalt be approved by the CO, sicN scHE~uLE
a°
a
m
F
J
h
~_
F
Q
4
N
of
h
~i
0
N
O
M

~~
555+50
3 @ 7x4' RCBC
See Sheets A-5.1 thru A-S.3
for Repair of Existing Culvert
Walls
548+80
18"CMP
Clean Pipe
0
Gatlinburg
----~~
6.A(. AN NAY. SET Yd
ASAKAi r nEr. zsos.aa
r
~ °.
u,~
_-,,\ ,- r
0 ~o
Limits of Paving Po E ~,~ ; ~ i
Begin Project I w
Begin Schedule A W g
STA .549+Od ~ c
~~ o
u
oa
0
-^----
~~
Picnic Area Entrance
2-19'x11"CMP
Clean Pipes

NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
Y
4
7
M
N
0
N

561+63
Remove 4LF 18" CMP and
Install Concrete Headwall LT
Remove 6LF ofAbandoned CMP Pipe
Install 30 LF
Silt Fence
~~
Gat/ipb4~9 ~ ~
h
0 `Z' '~`
~~
~ \\\
\~\ ;
t,4
~~\ ~ ~h
~ ~ ~
~ sr
P ``_ ~`~
`w~
~\ ~~
~ ~
\~
a
a
0
Q~
"m
i
O
i
u
Q
a
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to constnlction activity.
Approximate Location of
full Depth Pavement Reconstruction
Verify With CO Prior to Construction
Pullout at Sta 564+50 to Sta 573+00
Mill and Overlay per Typical Section
Maintain Existing Curb/Wal! Reveal
Sta 565+40, install 3 Feet Stone Curb and
5 LF type 1 Waterway
Place Aggregate Topsoil, See typical Section
Sta 565+40 to Sta 565+65, Remove Loose
Mater/al at Base of Retaining Wall
Install Grouted Class 2 Rip Rap
to StabiNze Foundation
Sta 572+32, Remove 9 LF 4" PVC Plpe and Install
9 Lf 6" PVC Plpe
s~
/,
~~
~~

~
/
/
~~

g
d
~ /
/
~
~
N /
/

/

570+07
24"CMP
Clean Plpe
3
m
n
a
t~
s~ V
s ~
1-
~-~ _ -- p
~~
l~/' ?
i r,,
// //~ D
/ n
/ /~/ W
// /
/ Cherokee
/ 572+94 _~ ~~
/ Remove 3 LF - 4"PVC Pfpe
Install8 LFType 2 Waterway
572+54
30" CMP
Grout Headwall /Pipe Connection RT

L NVS PM15 NO.: 090563

REG STATE PRO]ECr SHEET TO'
N0. SHE
SE NC PRA-GRSM 1819 A-G3
'~ Chem
;;
M
°u
r
m
i
Q4
a
J
0
h
M
N
o
N
L
N
Ci
Q
+-,
v
0
00
V1
I ~
U
+.~
~ Gatlinburg
~----
Gatl
1t
.y
O
h
H
Gl
G
394151
5'x4.3' RCBC
Ln
rn
to
.,.
,/~ ~
NOTES;
i,.Baseline stationing is based on wheel-measurements
along the left side edge of pavement, The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. Ail utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
3
d
~ ~
rn
U~j Ln ID
to
~o
F+
_ _ --- ---~' O
ul
'~'
N
n
598+i4
Remove 55 Lf - 36" CMP
Install 56 LF - 36" HDPE Type S Pipe
Remove and Reset Stone Headwalls RT and LT
Install 3D LF~ /
Silt Fence
Instal130 LF
Silt fence
~~
W

Cherokee
~_~~
N ~
3
ID
01
O
Vl
GAP ROAD _ UI
ID
rr
U.S. DEPARTMENT OFTRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DNISION
GREAT SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD - 1619
SCHEDULE A
LINE GRAPH
Station 577+50 to Station 605+50
a ~- ,op
Sabin feet
NPS PMTS NO.: 090563
-1

REG STATE PROTECT SHEET
N0.
SE NC PRA-GRSM 1819 A•C.4
Gatlipburg
^1
Ci
e
v
v
h
~ _
v
m
~~
606+02
30"CMP
Place Class 3 Rip Rap LT
0
Sta 617+83 Remove 3 Lf 4"PVC Pipe
and Instal/ 5 LF 6"PVC
Sta 618+55 Remove 5 LF 4"PVC Pipe
Install 5 LF Type 1 Waterway
L
Y
a
0
M
N
C
m

v
tD
a
"~
~
~
,.
h

01

C '---~
-_

4r ____

~Gatlinburg NOTES:
~--~
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the conhactor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
Pullout at Sta 617+50
Che_-~~
Mill and Overlay per typical Section 616+76
Maintain Existing Curb Revea!
Place Aggregate Topsoil, See Typical Section 30"CMP
Remove Trash Can Pad
Sta 616+79 Remove 3.5 LF 4"PVC Plpe and 3
Install 4 Lf 6" PVC Plpe ~
~,
~W~~
626+20
36"x46" CMP
Cut Metal StrancJs Flush with Face of Culvert and
Apply Epoxy at Strand/Pipe Connection
Grout Vold Under Headwall RT
N
o
M
3AP ROAD
qtr-ors
wa
I'
------ ' o
in
1~
rt
`_
633+25
30"CMP
Clean Pipe

N\
O
Cherokee
.----
~~
~r
~r
I~
nt
I ~
( a
1J n
/' ~
W
W
O
)- ~
I
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMS10N
GREAT SMOKY MOUNTAINS NATIONAL
NEWFOUND GAP ROAD - 1619
SCHEDULE A
LINE GRAPH
Statbn 605+50 to StaHOn 633+50
°® .
$pkNhR
NPS PMLS

~~
H
V
Q
ql
M
m
M
Z
Q
4
0
0
k
0
M
N
0
0
m
L
N
n
a
m
~ Gatlinburg w
O
N
rr
a

Pullout at Sta 635+00
Mill and Overlay perTypical Section
Maintain Existing Curb Reveal
Remove irasb Can Pad
' Sta 636+37, install i1 LF Type 2 Waterway
638+16
Remove 41 LF -18"CMP
Instal! 44 LF -14" HDPE Type S Pipe
Remove and Reset Stone Headwa!!s LT and RT
634+ZZ
18"CMP
~ Install 30 LF o
~ ~Sflt Fence ~
~~~
/~~ ~\\ e
i ~~. ~.
,~
--- -----------F---------
NOTES:
i. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
641+94
18"CMP
Clean Pipe
Reset Headwall Cap Stone LT
N\

Z ~~
655+01
30"CMP
Grout Void under Headwall LT
Place Class 3 Rip Rap L7
L
U
a
U
¢~
m
m
2
a
f
b
¢'
Y
a
0
M
N
N
~/
s~~oo
Ga~1~~~~
NOTES:
1. Baseline stationing is based. on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. Alf utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Fuil Depth Pavement Reconstruction
Verify With CO Prior to Construction
650+07
12" CMP
_-----~;
a
care xroauarmu
' ~ POSTi 0 BO%
0
0
~, Pulbut at Sta 652+50
~.„,,, F Add 1 1/2" of Aggregate
a ~ ~ ~ Base Course
c,
r Limits of Raving
0
f
w ut
- o<< _ ~
~~ ~-~.~_
-- rr~-
~~„„
F
_~~ T__-__~__-_____
~~ r
n
U
Q
v
JQ
''T
V)
U
651+03
24"CMP Pullout at Sta 653+00
Mifl and Overlay per Typical Section
Maintain Existing Curb Reveal
Remove Tresh Can Pad
Sta 653+98, Instal! 12 LF Type 1 Waterway

Cherokee

REG STATE PROJECT SHEEI
N0.
SE NC PRA-GRSM 1B19 A-C.7
Gat/inbur
9
+~ o
0 ~~\ ~
0
~ a~~
~~
~ ~ -'~
~~ ~
~~
~~~
~~
W~~
aaw~w
_`,`
b ~~~~
v ,~~\
'~~ `
~C .._`~` ~~, ~
U \~~\ tD
~~ ~
~~
~'
Gatlinburg
~C
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y
O~
M
b
v
+~
0
ao
tD
° ~ "~"'
~- _; -~,
~~
~~
'~--._
NOTES,
1. Baseline stationing is based on wheel measurements.
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction.
a
N
M
N
0
a
679+19
18"CMP
Clean Pipe
.--

Cherokee ~
-------~
d
n
tD
V
0
T

n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DMS10N
GREAT SMOKY MOUNTAINS NATIONAL
NEWFOUND GAP ROAD - 1819
SCHEDULE A
LINE GRAPH
Station 659+00 to Staton 687+50
o so' ~~'
NPS PML'

C
n
L
674+95
36"CMP
Clean Pipe
666+00
8'x10' RCBC
z!~

Gh~
7
m
w
.~~~
}
i
o ~
•'"~~~ ,i
i~
/~
i~
i
i~
i
-" ~ i ~_~ 672+46
~ 24"CMP
~~
" NEWFOUND ~ ~A~' f
684+34
24"CMP
Clean Pipe
Grout Headwall /Pipe Connection LT and RT
Grout Void Under Headwall LT
Ln
~0
N
n
Pullout at Sta 673+00
Add 11/2" ofAggregate
Base Course

689+40
Remove 5 LF 4"PVC Plpe
Install 8 LF Type Z Waterway
691+17
14"CMP
Pullout at Sta. 695+50
Add i ~ ", ofAggregate
Base Course
~`~'
---wry ~^~,.~~~~~,'
i~
i
i
~~
E~F°`/ ~P/~ /
N ,
~~
s;~a
MILE 26
69Z+08
18"CMP
instal! Plpe Liner 43 LF-i8"
Grout Headwall /Pipe Connection RT
NOTES;
a
a
h
M
N
8
C
M
Gatlinburg
Pullout at Sta 688+00
Mll! and Overlay per rypica/ Section
Maintain Existing Curb Revea!
Remove and Reset 41 LF Stone Curb, Sta 687+26
Remove and Reset 9 LF Stone Curb, Sta 689+40
Place Aggregate Topsail, See ryplcal Section
Remove 7Ydsh Can Pad
0
rn
~0

-F--_~~ _---®.~
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement, The pavement
has been measured and PK nails every 500 feet,
2. Utility locations are based upon field surveys and
utility records. All utilities shall be field located
by the contractor prior to construction activity.
Approximate Location of
Full Depth Pavement Reconstruction
Verify With CO Prior to Construction
0
0
n
i
~~ ~
q
Ci
Q
v
O
O
C

Ch~

L __ ...-

REG STATE
~.... ,~
~~ ~
I \ `~~ Z ~-~-~'
`~ ~' ~'
~~ 1=
;;
0
a
a
U
Q
Q'
ti
m
N
°z
4
Q
F
U

^~\\
~]
Y
4
M
V
~i
0
0
i
Approximate Location of
Full Depth Pavement Reconstruction statlon Boa+oo co statlon axe+3o
Verify With CO Priar to Construction °
NI

REG STATE PROJECT SNO~
SE NC PRA•GRSM 1819 A-S.3
FHWA STRUCNRE NUMBER 5460.093R

a
H
H
0
Q
M
L.
Exist reinforcing
Nate: Mechanical splice shall have
-~ a minimum of?''1"clearall around
4 splice to allow for good coverage of
/
t
ri
l
~
r ma
e
a
s,
rePa
u c
Mechanical splices (typ.) a v.c
~ cN
Added reinforcing to match -~ ~ `' c
size of existing reinforcement iv
is REINFORCING SPLICING AS RE UIRED
N.T S.
Add reinf. steel as directed by CO
Barshal! be placed adjacent to
existing bar with rnver required
by AASHTO
Sawcut joint at rl ht Abrasively blast surfaces of the existing
g reinf, steel and conc. lmmedlatety after
angles to existing surface blasting coat all exposed surfaces of the
exist. reinf. steel with a corrosion protective
coating.
A: Minimum of 8"exposed unoxldlzed reinforcement
8: Area of partial section loss
C: Area extending into bottom slab (See Detail A)
D: Area of rnmp/ete section loss (5t7% or greater)
16 DETAiL A -REPAIR EXTENDING INTO BOTTOM SLAB SHOWN
N.T.S. (Repair shown extending Into bottom slab)
Existing surface -
Existing reinforcement-
Detail A ~
. . ~ ~ . ' ~ .
NOTES (COMPLETE SECTION REPAIR);
i. The purpose of this repair is to make full section repairs of all loose, delaminated
or other unsound concrete and surface clean(ng or replacing reinfordng steel for the
3-cell box at Sta: 555+50.
2, This repair may be used on all areas with more than 50% of concrete secton loss.
3. Where significant amounts of reinforcing steel have been lost from contusion the
CO will determine if addition reinforcement is required.
4. Temporary shoring shall be provided prior to beginn(ng concrete removal where
structural Integrity Is compromised. Contractor shall Identified areas requiring
temporary shoring and shall be verified by CO.
5. Contractor shall divert stream into cell(s) not being repaired. Before the stream is
diverted back into the repaired cell(s) collect all debris from the repair so that it
does not get into the stream and all repair patches have cured to fc = 3000 ps(,
(2 day minimum).
6. Locations where these repairs are required will be identified in the field by the
Contractor after the stream diversion and shall be verified by the CO. Typically,
this Is a more than 50% section loss. lifts may be required at deeper repair depths areas.
'The CO shall be contacted for non-standard wnditions.
7. Sawcut along edges of existing concrete to be repaired. Sawcuts shall be a minimum
of 1/2 "deep, but no greater than a depth of the cover minus 1/8 " to avoid cutting
existing reinfordng steel unless it is to be removed. Sawcuts shall be made at right
angles to the surface,
8. Where there is a crack or control joint through an area to be repaired, rout the credo or
control joint suffidently to Insert a plastlc strip that will mark the path, Repair
and trowel each side of the joint separetely. After the repair mortar has cured,
rout and seal in accoMance with joint type.
9. Remove damaged concrete from surface. Sound rnncrete shall also be removed to
maintain minimum depth requirements. Care shall be taken not to damage existing
.reinforcing steel. Existing reinforcing steel shall not be removed unless removal is
approved by CO.
10. Protect sawcuts to avoid damage to edges. Damaged edges shall receive a second
sawcut beyond the damaged area. Concrete between original and second sawcut
shall be removed.
11. Remove bond inhlbltlng material from existing reinfordng sleet and concrete by
oilfree, abrasive, dry blasting. Abrasive dry blasting shall remove dirt, concrete
slurry, loosely bonded aggregates, corrosion, and corrosion products from the repair
area. Blow clean with oil free compressed air.
12, Use Sika Armatec 110 Epo Cem to coat exposed reinforcing steel and SlkaTdp 111 Plus
Mortar for repair or equivalent materials. Follow manufacturer. recommendations for
• temperature conditions, mixing practices, and all other placement requirements.
13, Dampen the area to be repaired so that the pores of the concrete are filled with water.
Remove any ponding or glistening water on the surface.
14. Work a scrub coat of the mixed material Into the substrate to ensure intimate contact
and establish bond. Complete repair while the scrub coat is still wet and trowel to the desired finish.
15. Follow manufacturer recommendations on application depths and number of lifts.
-- i6. If an equivalent mortar or reinforcing steel protection coating is chosen, material data
Q confirming equivalency shall be submitted for approval
% ~, i ~ Sawcut joint at right
! ~ m ~ ~° `o angles to existing surface
Q
~~, A; Mln/mum of 8"exposed unoxldlzed reinforcement
. ; ~ 8: Area of partial section loss
--- • • C.• Area extending into bottom slab (See Detail AJ us. DEPAarMENr of TRANSPOaTanoN
D: Area of complete section loss (50% orgreater) FEDERAL HIGHwar ADMINISTRATION
EASTERN FEDERAL (ANDS HIGHWAY DIVISION
- GREAT SMOKY MOUNTAINS NATIONAL
NEWFOUND GAP ROAD - iB19
_lA COMPLETE SECTION LOSS WITH LESS THAN 50% ORIGINAL AREA
U N.T.S. (Repair shown completely in wall)
COMPLETE SECTION REPAIR

~~
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Begin Project
Begih Schedule A
Sta. 549+00
Tie to Existing Pavement Marking
0 4" Single Solid
N White Striping
~ Gatlinburg
~-~--~ =-
4" Double Solid
Yellow Striping
a Gatlinburg ~ a Collins
Cherokee ~ Creek
Sta 554+68 LT ~ ,` ~ Sta 557+23 LT
N
+41 +85 ~ ,t,,,..-
-....._,..,~_ _ _,_~,.,._.,,~ e
~~ ~
+OS
4" Double Solid
Yellow Striping
0
4" Single Solid
White Striping

2" Stop Bar
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~M~ Sta 557+47 RT

Ca I I (ns 4" Double Solid ~ I Sta 556+11 RT
~
Creek Yellow Striping i w
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Sta 552+36 RT e
u4
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~a STOP
CLOSED Sta 554+81 RT
ply GA7F Limit of Project
Sta 554+68 RT Tle to Existing
Pavement Marki ng
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform TrefFc Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
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NOTES:
1. Baselii
along the left side edge of pavement; The pavemeht
has been measured and PK nails every 500 feet.
2. All striping shah be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition,
3. Signs shown reflect existing slgns and.layout, proposed
informational signs shall follow sign schedules,
yellow Striping
_ -l

L
REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA{,RSM 1819 A-T.3
"~ Chem ~
4" Single Solid
N White Striping
h WATCH o 3
Q o ~ FOR ~
v ~ SW 582+16 LT LraDi iCE ~
FLIP DOWN ~
~ STA 587+t)1 LT +
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E 2 4" Double Solid
Sta 586+88 RT Yeliow Striping
MILE MARKER
L Gatlin6urq SEE DETAIL E621-A
~--~--
Cherokee
Gatl~ ~ -~
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y White Striping ~
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4" Double Solid ~
'- NOTES: Yeliow Striping
j 1, Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement us. DEPARTMENroFTRANSPORrAIION
has been measured and PK nails every 500 feet, FEDERALHIGHwnrADMINISrRATION
EASTERN FEDERAL LANDS HIGHWAY DNtSION
t 2, All striping shall be in accordance with the Manual on GREAT SMOKY MOUNTAINS. NATIONAL PARK
Uniform Traffic Control Devices (MUTCD) latest edition. NEWFOUND GAP ROAD - 1819
3. Signs shown reflect existing signs and layout, proposed SCHEDULE A
" informational signs shall follow sign schedules, SIGNING AND MARKING
Station 577+50 to Station 605+50
w~y'ar
~ ~~~
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NPS PMIS NO.: 090563

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REG STATE PROJECT SHEET TOTAL
N0. SHEETS
SE NC PRA-GRSM 1B19 A•T.4
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4" Single Solid
white striping
4" Double Solid
Yellow Striping
Gat~lin~9 NOTES;
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2, All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
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4" Double Solid
Yellow Striping
N
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4" Double Solid
White Striping
+21
~ +07
~ +57
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4" Single Solid ~ ~
White Striping
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BARRICADE ' R
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FLIP DOWN
Sta 633+00 RT
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
EAT SMOKY MOUNTAINS NATIONAL
NEWFOUND GAP ROAD - 1819
SCHEDULE A
SIGNING AND .MARKING
Station 605+50 to Station 633+50
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NPS PMTS

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4" Single Solid
4" Double Solid White Striping
4" Double Solid
White Striping
~ Yellow Striping
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+82
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White Striping ~ Sta 639+71 RT
® MILE MARKER J
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Sta 636+16 RT ~} ~
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Sta 639+00 RT ~~
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1. Baseline stationing is based on wheel measurements
~, along the left side edge of pavement, The pavement
has been measured and PK nails every 500 feet.
` 2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition,
c
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
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Sta 647+68 RT
REMOVE
Sta 648+08 RT
NOTES;
1. Baseline stationing Is based on wheel measurements
~ along the left side edge of pavement, The pavement
has been measured and PK nails every 500 feet,
2. All striping shall be in accordance with the Manual on
t Uniform Traffic Control Devices (MUTCD) latest edition.
I 3, Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules,
;I
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Limit of Project
T1e to Existing
Pavement Marking
t~ Cherokee
Gatlinburg b j
STA 651+68 RT
Sta 654+37 LT
n

ale Solid Q
Striping ~

+84 W
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.Cherokee
---~
ON GATE
Sta 650+35 LT
ROAD ICE
CLOSED AND
SNOW
ON GATE
Sta 650+35 LT
~4" Double Solid
/ Yellow Striping
~'~ 4" Single Solid
White Striping
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Sta 659+t79 LT
~~
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4" Single Solid
Yellow Striping
4".Single Skip
Yellow Striping
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NOTES:
1, Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2; All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition,
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
FLIP DOWN
Sta 662+10 LT
4" Single Solid
White Striping
664+09 LT
H
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65
4" Single Solid
White Striping
4" Double Solid
Yellow Striping
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REG STATE PROTECT SHEET TOTAL
_ N0. SHEETS
SE NC PRA-GRSM 1619 A-T.7
cheroKee
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~ Yellow Striping
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U.S: DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMIMSTRATiON
EASTERN FEDERAL IANDS HIGHWAY DIVISION
'SMOKY MOUNTAINS NATIONAL PARK
NEWFOUND GAP ROAD -1819
SCHEDULE A
SIGNING AND MARKING
Station 659+00 to Station 687+50
9®
Sole M 1be!
NPS PMTS NO.: 090563

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~ Gatlinburg
4" Double Solid 4" Single Solid
White Striping White Striping
0
r+30 ~
~~TY~~
Sta 687+78 RT
NOTES:
1. Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement
has been measured and PK nails every 500 feet.
2. All striping shall be in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) latest edition.
3. Signs shown reflect existing signs and layout, proposed
informational signs shall follow sign schedules.
4" Double Solid
Yellow Striping
S -
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Sp 692+65 RT
MILEMARKER
SEE DETAIL E62i-A
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MPH
Sta 701+79 RT
Che~
~5 PM NO.: 90563

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Sta 000+29 LT r~ ~ 1
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Limit of Schedule A
Sta 000+50
Tie to Existing Pavement Marking
12" Stop Bar ~ n 1 , 4" Single Sopd
White Striping '~
4" Single Solid ~ ~ e ~~;
~ ; ~~ ~ ~ ~ r~ ~ Tow String ~
_ J
White Striping ~ ~-''~ ~ -8-~~._._.---~~ ___ % Road
~~
} , ~ ,___ ~ Horse Camp
+ ~
~
,... Sta 713+85 LT
+23 35
+7S ~ MPH
("~'''3 4" Double Solid ~~
4 Single Solid ti Sta 7i5t80 LT
~~ Yellow Stri in
P 9 White Striping
4" Double Solid
Yellow Striping. ~ ,,~0
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LIMIT 1~~ ~~'p~
G, Tow String 45. P
Road
Horse Camp Sta 715+30 RT r
Sta 704+49 RT w~
~~
NOTES:

1. Baseline stationing is based on wheel measurements U.S. DEPA
PEOErwi
The
pavement
avement
e of
ed
id
l
ft
h ~R" ~
.
,
p
g
e
s
along t
e
e
has been measured and PK nails every 500 feet, GREAT SMOKY
NEWFOL
2. All striping shall be in accordance with the Manual on S
Uniform Traffic Control Devices (MUTCD) latest edition. SIGNIP
3, Signs shown reflect existing- signs and layout, proposed swno~
informational signs shall follow sign schedules. a
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L
REG STATE PROJECr SHEET TOTAL
N0: SHEETS
SE NC PRA•GRSM 1819 A•T.10
Cherokee
4"Double Solid -----~
White Strip/ng ~
4" Double Solid to 4 ° Single Solid v
Yellow Striping ^ White Striping ~~*
O +20 +i0 `Y
N +96 +44
~ ~
4"Single Solid -- '- - O
White Striping O
~ ~
n
3 ~~
+~
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to
of
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6ati~n ~
to
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~~ /~ End Schedule A
~X / `~ Sta 743+00
nj \ Tie to Existing
~ ~aa 4"DoubleSo6d PavementMarking
G~~~~ White Striping
~a 4"Single Solid
/~ White StrrpJng
~"~ ~ Cherokee
o
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U
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NOTES; ~
L Baseline stationing is based on wheel measurements
along the left side edge of pavement. The pavement us: DEPARTMENT oFTRANSPORTAnoN
has been measured and PK nails every 500 feet. FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDSAIGHWAY DMSION
2. All striping shall be in accordance with the Manual on GREAT SMOKY MOUNTAINS NATIONAL PARK
Uniform Traffic Control Devices (MUTCD) latest edition. NEWFOUND GAP ROAD - SB19
3. Signs shown reflect existing signs and layout, proposed SCHEDULE A
informational signs shall follow sign schedules. SIGNING AND MARKING
Station 716+BD to Statlan 743+00
~~
sale x rte
NPS PHIS NO.: 090563

GENERAL NOTES:
1, Obtain approval from CO of final location and spacing of signs and devices.
2, See details 635-2, 635-6, 635-10 and E635-14 for additional traffic control
details,
3, Cover all conflicting signs during construction operations while using
details 635-2, 635-6, 635-10 and E635-14.
4. Place variable message signs/changeable message signs at locations shown
on the Traffic Control Map, and as directed by the CO. Coordinate message
text on the variable message signs through the .CO. The contractor is responsible
for the variable message signs 24 hours a day, including the inputting/changing
the message and maintenance of signs.
5. No work on the entire project shall be permitted on weekends or holidays or
during the month of October. Holidays shall include alf National legal holidays
and Good Friday and weekends will begin at Noon on Friday and end at 8;00 AM
on Monday, No work shall be done the entire week after Easter Sunday. No work
shall be done on the Friday after Thanksgiving, and no work shall be done from
December 23, through January 2.
6, The pavement depth differential between lanes of traffic shall not exceed 1 1/2 "
when opened to traffic.
7. A maximum of 2 one-lane dosures will be allowed at any one time for Schedule A.
A maximum of 4 one-lane closures will be allowed at any one time for entire project
(Schedule A and Options). Do not stop traffic for more than 10 minutes at each
one-lane closure setup.
NEWFOUND GAP ROAD:
The Contractor shall reconstruct Newfound Gap Road and related parking areas/pullouts
while applying the following:
1. Maintain two-way, two-lane traffic throughout the daytime from June 15 to August 15.
2, Daytime hours are defined as from 8:00 AM to 9:00 PM.
3, Maintain two-way, one lane traffic using Flaggers throughout the nighttime and daytime
except as noted above in General Note #5 and Newfound Gap Road note: #1. All work,
except final surfacing, can be done at night with appropriate lighting plan as approved
by the CO. Final surfacing must be accomplished during daylight hours.
4. Work on existing roadside pullouts and parking areas maybe performed during daytime
operations provided it does not encroach into the travel way, and must be completed
in a timely manner, Work on a pullout or parking area is considered complete when
it is open for use. Do not close mare than two pullout and parking areas simultaneously.
(Pullout Sta 564+50 to 573+00, Pullout Sta 617+50, Pullout Sta 635+00, Pullout Sta 652+50,
Pullout Sta 653+00, Pullout Sta 673+00, Pullout Sta 688+00, Pullout Sta 695+50,
Pullout Sta 723+50).
0
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0
0
0
a
5. Ten day written notice shall be given to the CO and NPS prior to any work at any trailhead
parking area. In order to alert visitors parking at trailheads, advance signing is required a
minimum of 72-hours prior to beginning construction activities for each traiihead parking
areaJpullout (Pullout Sta 653+00.)
6, Contractor may use the Mingus Mill Parking Area as Staging area during construction
activities. Do not close more than one-half of the parking area to visitors and maintain
through access at all times.

L __

c
s~
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0
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Y
i
3
N
NOT TO SCALE
i. Obtain approval from CO of final location
and spacing of signs and devices.
2. Low shoulder signs shall be placed at
intervals specified by the CO in both directions
on Newfound Gap Road.
3. Signs 1, 3, and 4 shall be mounted with Type B
.warning lights and warning flags.
TRAFFIC WARNING LEGEND
blaming Light, Type B, With blaming Flags
PVM .Portable Variable Message Sign
ROAD
~ WORK
AHEAD
~ END
ROAD WORK
ROAD WORK
0 NEXT 4 MILES
EXPECT DELAY`.
LOW
® SHOULDE
PMIS .. 63
-1