U-2904

N. C. DEPARTMENT OF TRANSPORTATION
TRANSMITTAL SLIP DATE
L
TO:
6 REF. NO. OR ROOM, BLDG.
2(c D,l?ti loI
F Old: REF. NO. OR ROOM, BLDG.

ACTION
? NOTE AND FILE ? PER OUR CONVERSATION
? NOTE AND RETURN TO ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL
? NOTE AND SEE ME ABOUT THIS m
Q FOR YOUR INFORMATION
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:
. 7
' AN 5 10-,
STATE OF NORTH CAROLINA Y, -`
WETLANDS GK'UE
„
DEPARTMENT OF TRANSPORTATION`"'L?
JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT III
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
January 3, 1994
MEMORANDUM TO: Mr. Eric Galamb
DEM - DEHNR, 6th Floor
FROM: H. Franklin Vick, P. E., Manager
Planning and Environmental Branch
SUBJECT: Review of Scoping Sheet for Improvements to US 70 and
US 74 in the vicinity of Asheville Mall, Buncombe County,
TIP Project U-2904
Attached for your review and comments are the scoping sheets for the
subject project (see attached map for project location). The purpose of
these sheets and the related review procedure is to have an early "meeting of
the minds" as to the scope of work that should be performed and thereby
enable us to better implement the project. A scoping meeting for this
project is scheduled for January 26, 1994, at 9:00 A.M. in the Planning and
Environmental Branch Conference Room (Room 470). You may provide us with
your comments at the meeting or mail them to us prior to that date.
Thank you for your assistance in this part of our planning process. If
there are any questions about the meeting or the scoping sheets, please call
Ted Devens, P. E., Project Planning Engineer, at 733-7842.
TD/pl r I et?
Attachment
.r

PROJECT SCOPING SHEET
Date Dec 20. 1993
Revision Date
Project Development Stage
Programming
Planning X
Design
TIP # U-2904
Project # Not Yet Set Up
F.A. Project # (State Funded)
Division 13
County Buncombe
Route US 70/74
Functional Classification Urban Arterial
Length Spot Improvement
*,,Purpose of Project:
Relieve traffic congestion on US 70/74 in the vicinity of
/Asheville Mall.
Description of project (including specific limits) and major
elements of work:
Spot improvements to US 70 (Tunnel Road), US 74 (South
Tunnel Road), and SR 2863 (Haw Creek Lane) in the vicinity of
Asheville Mall. Additional turn lanes will be required, with
the potential for added through movements for short lengths.
Some right-of-way takings will be required. Possibly a new
trafficsignal required. Existing signals will be reconfigured
to recommended scheme.
Type of environmental document to be prepared:
State EA/Fonsi.
Environmental study schedule:
Begin EA/Fonsi Jan 94
Completed EA/Fonsi Jan 95
Will there be special funding participation by municipality,
developers, or other? Yes No *Unknown
If yes, by whom and amount: ($) , or W
How and when will this be paid?
Page 2
PROJECT SCOPING SHEET
Features of Proposed Facility
Type of Facility: Multilane
Type of Access Control: Full Partial
Type of Roadway:
Interchanges Grade Separations
None X
Stream Crossings
Typical Section of Roadway:
Traffic: Current
% Trucks
vpd Design Year vpd
% DHV
Design Standards Applicable: AASHTO 3R
Design Speed: MPH
Preliminary Resurfacing Design:
Preliminary Pavement Design:
Current Cost Estimate:
Construction Cost (including engineering
and contingencies). . . . . . . . . $ 250,000
Right of Way Cost (including rel., util.,
and acquisition). . . . . . . . . . . . $ 75,000
Force Account Items. . . . . . . . . . . . $
Preliminary Engineering. . . . . . . . . $
Total Cost . . . . . . . . . . . . . . . . $ 325 , 000 _
TIP Cost Estimate:
Construction . . . . . . . . . . . . . . $ 250,000
Right of Way . . . . . . . . . . . . . . . $ 100,000
11 Total Cost . . . . . . . . . . . . . . . . $ 350,000
List any special features, such as railroad involvement, which
could affect cost or schedule of project:
Page 3
PROJECT SCOPING SHEET
ITEMS REQUIRED ( ) COMMENTS COST
Estimated Costs of Improvements:
Pavement
Surface . . . . . . . . . . . . . . . . $ _24,000_
Base . . . . . . . . . . . . . . . . . . $
Milling & Recycling . . . . . . . . . . $
Turnouts . . . . . . . . . . . . . . . . $
Shoulders: Paved .. . . . . . . . . . . $
Earth. . . . . . . . . . . . $
Earthwork . . . . . . . . . . . . . . . . . $ 5,000_
Subsurface Items: . . . . . . . . . . . . . $
Subgrade and Stabilization. . . . . . . . . $ _18,480_
Drainage (List any special items) $
Sub-Drainage. . . . . . . . . . . $
Structures: Width x Length
Bridge Rehabilitation X $
New Bridge x $
Widen Bridge x $
Remove Bridge X $
New Culverts: Size Length . . . $
Fill Ht.
Culvert Extension . . . . . $
Retaining Walls: Type Ave. Ht. $
Skew
Noise Walls . . . . . . . . . . $
Any Other Misc. Structures. . . . . . . . $
Concrete Curb & Gutter. . . . . . . . . . . $ _21,000_
Concrete Sidewalk . . . . . . . . . . . . . $
Guardrail . . . . . . . . . . . . . . . . . $
Fencing: W.W. and/or C.L. . . . $
Erosion Control . . . . . . . . . . . . . . $ 3,200_
Landscape . . . . . . . . . . . . . . . . . $
Lighting . . . . . . . . . . . . . . . . . . $
Traffic Control . . . . . . . . . . . . . . $ _15,000_
Signing: New . . . . . . . . . . . . . . $
Upgrading. . . . . . . . . . . $
Traffic Signals: _X_ New . . . . . . .... . $ _45,000_
_X_ Revised . . . . . . . $ _30,000_
RR Signals: New . . . . . . . . . . . . $
Revised . . . . . . . . . . $
With or Without Arms. . . . $
If 3R: Drainage Safety Enhancement. $
Roadside Safety Enhancement. $
Realignment for Safety Upgrade $
Pavement Markings: Paint _X_ Thermo $ 1,050
Markers
Delineators . . $
Other . . $ _61,270
_
CONTRACT COST (Subtotal): $ 224,000
Page 4
PROJECT SCOPING SHEET
Contingencies & Engineering . . . . . . . . . . $ _26,000_
PE Costs . . . . . . . . . . . . . . . . . . . . $
Force Account . . . . . . . . . . . . . . . . . $
Subtotal: $ 250,000
Right of Way:
Will Contain within Exist Right of Way: Yes
Existing Right of Way Width:
New Right of Way Needed: Width Est. Cost $
Easements: Type Width Est. Cost $
Utilities: $
Right of Way Subtotal: $
No X
Total Estimated Cost (Includes R/W): $
Prepared By:
Date:
The above scoping has been reviewed and approved* by:
INIT. DATE
Highway Design
Roadway
Structure
Design Services
Geotechnical
Hydraulics
Loc. & Surveys
Photogrammetry
Prel. Est. Engr.
Planning & Environ.
Right of Way
R/W Utilities
Traffic Engineering
Project Management
County Manager
City/Municipality
Others
Board of Tran. Member
Mgr. Program & Policy,
Chief Engineer-Precons
Chief Engineer-Oper
Secondary Roads Off.
Construction Branch
Roadside Environmental
Maintenance Branch
Bridge Maintenance
Statewide Planning
Division Engineer
Bicycle Coordinator
Program Development
FHWA
Dept. of Cult. Res.
Dept. of EH & NR
INIT. DATE
Scope Sheet for local officials will be sent to Division
Engineer for handling.
Comments or Remarks:
*If you are not in agreement with proposed project or scoping,
note your proposed revisions in Comments or Remarks Section and
initial and date after comments.
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EHNR - ENVIRONMENTAL MANAGEMENT
0304 FRENCH BROAD RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Jim Branch From source to Christian Creek C 7/1/73 6-78-19-1
Porter Cove Branch From source to Christian Creek C 7/1/73 6-78-19-2
Grassy Branch From source to Swannanoa River C 7/1/73 6-78-20
Gashes Creek (Cedar From source to Swannanoa River C 7/1/73 6-78-21
Mountain Lake)
Haw Creek From source to Swannanoa River C 7/1/73 6-18-22
Ross Creek (Lake From source to Swannanoa River B 4/1/58 6-78-23
Kenilworth)
Sweeten Creek (Busbee From source to Swannanoa River C 7/1/73 6-78-24
Reservoir)
Ram Branch From source to Swannanoa River C 7/1/73 6-78-25
' Smith Mill Creek From source to French Broad River C 7/1/73 6-79

McKinnish Branch
From source to Smith Mill Creek
C
7/1/73 _
6-79-1
Emma Branch From source to Smith Mill Creek C 7/1/73 6-79-2
Reed Creek From source to French Broad River C 7/1/73 6-80
Smith Creek From source to French Broad River C 7/1/73 6-81
Beaverdam Creek (Beaver From source to French Broad River C 7/1/73 6-82
Lake)
Linn Cove Creek From source to Beaverdam Creek C 7/1/73 6-82-1
Rice Branch From source to Beaverdam Creek C 7/1/73 6-82-2
Wolf Cove From source to Beaverdam Creek C 7/1/73 6-82-3
Carter Cove From source to Beaverdam Creek C 7/1/73 6-82-4
Spooks Branch From source to Beaverdam Creek C 7/1/73 6-82-5
Killian Branch From source to Beaverdam Creek C 7/1/73 6-82-6
Lee Creek From source to French Broad River C 7/1/73 6-83
Newfound Creek From source to French Broad River C 7/1/73 6-84
Morgan Branch From source to Newfound Creek C 7/1/73 6-84-1

` Jones Branch From source to Morgan Branch C 7/1/73 6-84-1-1
F Brooks Branch From source to Newfound Creek C 7/1/73 6-84-2
Round Hill Branch From source to Newfound Creek C 7/1/73 6-84-3
Gouches Branch From source to Newfound Creek C 7/1/73 6-84-4
Sluder Branch From source to Newfound Creek C 7/1/73 6-84-5
Parker Branch From source to Newfound Creek C 7/1/73 6-84-6

P Dix Creek From source to Newfound Creek C 7/1/73 6-84-7
Blue Branch From source to French Broad River C 7/1/73 6-85
:
s
Jenkins Branch
From source to French Broad River
C
7/1/73
6-86
. Reems Creek From source to U.S. }Highway 23 C Tr 4/1/58 6-87-(1)
Sugarcamp Fork From source to Woodfin Reservoir dam WS-I 8/3/92 6-87-2-(1)
Sugarcamp Fork From Woodfin Reservoir dam to Reems Cr. C HQW 8/3/92 6-87-2-(2)
Bee Branch From source to Reems Creek C Tr 7/1/73 6-87-3
Laurel Fork From source to Sanitary District Water WS-I 8/3/92 6-87-4-(1)
s
Supply Dam
Laurel Fork From Sanitary District Water Supply B Tr 7/1/73 •6-87-4-(2)
Dam to Reems Creek
Maney Branch From source to Reems Creek C 4/1/58 6-87-5
Ox Creek From source to Weaverville Water Supply WS-I 8/3/92 6-87-6-(1)
Dam
k
Ox Creek
From Weaverville Water Supply Dam to
C Tr
7/1/73
6-87-6-(2)
Reems Creek
26
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