HomeMy WebLinkAbout004-98 Central Coca-Cola Bottling Company - Back Creek - Backfile (2)m
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TRACKING SHEET
Date
3 - 6-� Application received/file opened
3 0 - � � Reference manual updated/number assigned
I/ ,,pD,D--basase updated
03• %D "File given to office manager to update bi-monthly report
Four sets of adjoiner labels ordered from data processing
40 color location maps ordered from GIS
4 - ►- q g PC public hearing date ACTION: & cotnmemd n i/
BOS public hearing date ACTION: oye d
Signed copy of resolution for amendment of ordinance, with conditions proffered,
received from County Administrator's office and placed in Proffers notebook.
(Note: if no proffers, resolution goes in amendments without proffers notebook.)
4-z7-W'
File given to office manager to update bi-monthly report (final action)
" Z' - File given to Mapping & Graphics to update zoning map
O Lf-,O�Zoning map amended
Other notes:
of FREDERICK
Department of Planning and Development
5401665-5651
FAY: 540/ 678-0682
April 24, 1998
Mr. Steve Patton, P.E.
Triad Engineering, Inc.
P.O. Box 2397
Winchester, Virginia 22601
REZONING APPLICATION 9004-98 OF CENTRAL COCA -COLA BOTTLING CO.;
PIN's 63-A-58 and 63-A-59
The Frederick County Board of Supervisors approved your request to rezone 63.5 acres, identified
as PIN's 63-A-58 and 63-A-59, from RA (Rural Areas) to M1 (Industrial Light) District in regular
meeting on April 22, 1998. The proffers that were approved as a part of this rezoning application are
unique to this property and are binding regardless of ownership. Enclosed is a copy of the adopted
proffer statement for your records.
Please do not hesitate to contact this office if you have any questions regarding the approval of this
rezoning application.
&XI, i .
6?-
Evan A. Wyatt
Deputy Director
Michael Thompson, Central Coca-Cola Bottling Company
Margaret B. Douglas, Back Creek Supervisor
Ellen Murphy, Commissioner of Revenue
VDOT, Steve Melnikoff
John Trenary, Fred. Co. Inspections
Denny Linaburg, Fire Marshal
107 North Kent Street • Winchester, Virginia 22601-5000
I
REZONING REQUEST PROFFER
Property Identification Number
63-((A))-58 and 63-((A))59
Back Creek Magisterial District
COCA -COLA BOTTLING FACILITY
Preliminary Matters
Pursuant to Section 15.2-2296 et.sea., of the Code of
Virginia, 1950, as amended, and the provisions of the Frederick
County Zoning Ordinance with respect to conditional zoning, the
undersigned applicant hereby proffers that in the event the Board
of Supervisors of Frederick County, Virginia, shall approve
Rezoning Application #0(J:$ for the rezoning of 63.5052 acres from
Rural Area (RA) Zoning District to the Light Industrial (M-1)
Zoning District, development of the subject property shall be done
in conformity with the terms and conditions set forth herein,
except to the extent that such terms and conditions may be
subsequently amended or revised by the applicant and such be
approved by the Frederick County Board of Supervisors in accordance
with Virginia law. In the event that such rezoning is not granted,
then these proffers shall be deemed withdrawn and of no effect
whatsoever. These proffers shall be binding upon the applicant and
their legal successors or assigns.
Site Im. z)rovements
1. The Applicant proffers that it shall design and construct
a realignment to Route 652 at the intersection of Route 651 and
Route 652. The realignment shall consist of shifting Route 652 to
the southwest to intersect Route 651 at a ninety (90) degree angle
and adding turn lanes on Route 652 as required by VDOT. Right-of-
way for the realignment of Route 652 will be dedicated to VDOT upon
approval of a site plan for the first building, or at the time the
property is subdivided.
2. The Applicant further agrees to dedicate a thirty-five
(35) foot right-of-way along the south side of Route 652 for the
entire parcel frontage that is not included in the realignment of
Route 651. Right-of-way for Route 652 will be dedicated to VDOT
upon approval of a site plan for the first building, or at the time
the property is subdivided.
3. The Applicant agrees to dedicate a sixty (60) foot right-
of-way along the west side of Route 651 for the entire parcel
OZON. . REQUEST PROFFER
COCA -COLA BOTTLING FACILITY
Page 2
frontage. Right-of-way for Route 651 will be dedicated to VDOT
upon approval of a site plan for the first building, or at the time
the property is subdivided.
4. The applicant agrees to participate in the signalization
at the intersection of Route 11 and Route 652. When requested by
VDOT, the applicant will pay twenty thousand (20, 000) dollars or
twenty-five (25) percent of the cost of the new traffic signal,
whichever is less.
S. The applicant agrees to limit the number of entrances
along the south side of Route 652 into this property to a maximum
of four (4) entrances. Two (2) entrances will be used by the Coca-
Cola Bottling facility. One (1) entrance will be used for each
separate parcel created by the subdivision of this property with
frontages along Route 652. All entrances along Route 652 will be
the width required by VDOT for two-way traffic based on the
proposed use of the parcel. The entrance for the western parcel of
land will be located at least sixty (60) feet east and not more
than 250 feet east of the western property line. The entrance for
the central parcel of land will be located at least thirty (30)
feet west and not more than 200 feet west of the western Coca-Cola
Bottling facility property line.
Building Restrictions
The development of the subject property shall include the following
building restrictions provided in these proffers.
1. The
maximum height for
all primary and
ancillary
structures will
be sixty (60) feet.
Roof top mechanical
equipment
is not subject
to the sixty (60) foot
height restriction.
However,
all roof top
mechanical equipment
will be screened
from all
adjacent properties.
2. All loading docks shall be screened from view from all
adjacent Rural Area (RA) or Residential Performance (RP) Zoning
Districts.
Landscape Design Features
The development of the subject property, and the submission of
any Master Development Plan, shall include the following landscape
design features provided in these proffers.
1. A full screen earth berm will be provided between all
developed parts of the subject property and all Rural
Area (RA) and Residential Performance (RP) Zoning
Districts, except where entrances are required for the
Coca-Cola Bottling facility. The top of the berm will be
a minimum of six (6) feet higher than Route 652, with a
minimum top width of four (4) feet and maximum side
slopes of four horizontally to one vertically. During
ON_ REQUEST PROFFER
CO COLA BOTTLING FACILITY
Page 3
the development of the future parcels of land adjacent to
the earth berm, the berm shall only be removed to the
extent required to accommodate the new entrance to the
site from Route 652. If during construction the berm is
removed in excess of that required to accommodate the
entrance, the berm will be replaced to the maximum extent
possible by the developer of the parcel of land.
2. Landscape screening shall be provided in accordance with
the Frederick County Zoning Ordinance and in conjunction
with the full screen earth berm. Landscaping in
conjunction with the earth berm will consist of a mixture
of evergreen and deciduous trees. At least two thirds
(213) of the trees shall be evergreens. All trees shall
be of the type that will thrive within the Shenandoah
Valley. Evergreens shall be at least six (6) feet in
height at planting. Deciduous trees shall have a
calliper of at least two (2) inches at a height of one
(1) foot above root ball.
Covenants and Restrictions
The Applicant shall record
and include
in each
deed as well as
provide Frederick County with
a complete
set of Covenants and
Restrictions in substantial
conformance
with
the Protective
Covenants and Restrictions as
submitted with
the
Impact Analysis
Statement and these Proffers.
Monetary Contributions to Offset Impact of
Development
The undersigned, who has a contract to purchase the subject
parcel of land, hereby voluntarily proffers thati.f the Board of
Supervisors for the County of Frederick, Virginia approves the
rezoning for the 63.5052 acre tract, lying on the west side of
Route 651 and the south side of Route 652 in the Back Creek
Magisterial District of Frederick County, Virginia from Rural Area
(RA) Zoning District to the Light Industrial (M-1) Zoning District,
the undersigned will pay Frederick County, at the time of the
issuance of the first grading permit, the sum of nineteen thousand
four hundred forty-four dollars and seventy-four cents ($19,441.74)
to be allocated to the Stephens City Volunteer Fire & Rescue
Company.
OEZON. REQUEST PROFFER
COCA -COLA BOTTLING FACILITY
Page 4
Respectfully Submitted,
CONTRACT OWNERS:
M
Date
STATE OF VIRGINIA, AT LARGE
FREDERICK COUNTY, To -wit:
The foregoing instrument was acknowledged before me this 27 -11'
1
day of vA1998, by ;3e-4�V 5AtAS CLt R,�'l
My Commission expires er2 30, J 9,77
r
Notary Public
COC CIPONING REQUEST PRO= -ER
OLA BOTTLING FACILITY
Page 5
OWNER
By.
Date:
STATE OF VIRGINIA, AT LARGE
FREDERICK COUNTY, To -wit:
The foregoing instrument was acknowledged before me this lgfl`
day of kCio 1998, by
My Commission expires 1�cc. 31� Zooa
Notary Public
� .1 1 A 1 0 0
PROTECTIVE COVENANTS AND RESTRICTIONS
FOR
COCA -COLA BOTTLING FACILITY
RECITALS
Whereas, the contract owner desires to create on the property
and any additions thereto an area of mixed business and light
industrial uses, and the desire to provide for the preservation and
enhancement of the property values, amenities and opportunities
within the property and for the maintenance of the real estate and
improvements thereon, and to this end desires to subject the
property to the covenants, restrictions, easements, charges and
liens hereinafter set forth.
ARTICLE I
PURPOSE
It is the purpose of this Declaration to assure the orderly
and attractive development of the property in an efficient and
harmonious manner, to preserve and enhance property values,
amenities and opportunities within the property, to promote the
health and safety of the occupants and to maintain a harmonious
relationship among the structures and the natural topography
thereon. This declaration is designed to complement the Frederick
County Zoning Ordinance and other local and state government
regulations and ordinances, and where conflicts occur, the more
rigid requirement shall prevail.
ARTICLE II
PERMITTED AND PROHIBITED USES
PROHIBITED USES
Approval from any public agency notwithstanding, no operation
will be permitted which creates objectionable noise, smoke, odor or
which in any other way, in the opinion of the Board, will
constitute a nuisance or degrade the values of the real estate
within or adjacent to the property.
No rubbish or debris of any kind shall be placed or permitted
to accumulate upon or adjacent to any site, except in approved
waste containers.
PROTECTIVE CAN AND RESTRICTIONS
COCWOLA BOTTLING FACILITY
Page 2
r`
ARTICLE III
DEVELOPMENT STANDARDS
BUILDING MATERIAL AND DESIGN
Exterior Walls
Exterior wall material shall be either pre -cast concrete, cold
storage panels or brick.
LANDSCAPING
Landscape Plan
All open areas on each lot not occupied by buildings and paved
areas shall be suitably graded and drained and shall be landscaped
with lawns, trees, shrubs or ground cover. The landscape plan
shall be submitted with the site plan for each planned development
within the subdivided parcel and shall show such things as the
planting of trees, shrubs, ground cover and grass and the
installation of earth berms and screens and optional underground
sprinkler systems. Plant material shall be in conformance with
American Association of Nurserymen Standards for Nursery Stock,
latest edition (ANN). Landscaping, as approved, shall be installed
within one planting season of occupancy or within six months of
substantial completion of any building, whichever occurs first,
provided that an extension may be granted in the event of inclement
weather. The date of substantial completion shall mean the date on
which the exterior walls and roof have been installed. The
installation and maintenance of all landscaping on each site shall
be done in a good and workmanlike manner.
Maintenance
All landscaping on each lot shall be properly maintained by
the owner of the lot. Maintenance shall include all necessary
cutting, watering, fertilizing, aerating, spraying, pruning and
required replacement. Dead or damaged planting material shall be
promptly replaced.
EXTERIOR LIGHTING
All exterior lighting shall be designed, erected, altered and
maintained in accordance with the final drawings and specifications
as approved by Frederick County. Lighting shall be compatible and
harmonious throughout the entire property and shall be in keeping
with the specific use of the building. On -site lighting shall be
directed away from all uses within the Rural Area (RA) or
Residential Performance (RP) Zoning Districts. Light sources shall
be screened to reduce visible glare from all adjacent properties
and public streets. All outside wiring for exterior lights shall
be installed underground.
PROTECTIVE #l\TA.N AND RESTRICTIONS
CCOLA BOTTLING FACILITY
Page 3
UTILITIES
All new utility lines, including electrical and
telecommunication lines shall be installed and maintained
underground.
CONSTRUCTION
Once commenced, construction shall be diligently pursued to
completion. No construction or building materials, vehicles or
mobile buildings shall be located or stored within street rights -
of -way.
MAINTENANCE DURING CONSTRUCTION
During construction the owner shall be responsible for keeping
the premises in reasonably neat condition, preventing the
accumulation of trash, and shall prevent runoff of soil from the
site onto adjacent property or public rights -of -way..
MAINTENANCE
No building or other improvement on the property shall be
permitted by its owner or occupant to fall into disrepair, and each
such building and other improvements shall at all times be kept in
good condition and repair, properly maintained and adequately
painted or otherwise finished, clean and safe. All asphalt or
concrete paved surfaces shall be resurfaced or sealed as needed and
all potholes shall be promptly repaired. Unimproved sites shall be
maintained in a reasonably neat condition, free of debris.
STORM DRAINAGE SYSTEMS
Property owners will participate in any storm water management
program established or to be established for the property by the
declarant. Property owners shall contribute to the cost of
maintaining a common retention area and other shared storm water
management facilities on a contractual basis, as set forth in the
written agreements between the owner and the declarant.
ENVIRONMENTAL PROTECTION
Owners and occupants shall comply with all federal, state and
local government statutes, ordinances and regulations relating to
environmental protection, in relation to the property.
COUNTY of FREDERICK
Department of Planning and Development
540/ 665-5651
FAX: 540/ 678-0682
Finance Department
FROM: Karen A. Cain, Receptionist/Clerk Typist 11
S U BJ ECT: Return Of Sign Deposit NIW
4 A-%
DATE: April 29, 1998
The amount of $25.00 was deposited in line item # 10-1911-08 for the business named below as a
deposit for a sign for Rezoning Application #004-98. They have now returned the sign and are
therefore entitled to the return of their deposit. You may pay this through the regular bill cycle.
Please send a check in the amount of $25.00 to:
RSA/kac
Central Coca Cola Bottling Company
Attn: Lee Christian
P.O. Box 27887
Richmond, VA 23261-7887
107 North Kent Street - Winchester, Virginia 22601-5000
0
0
PC REVIEW DATE: 04/01/98
BOS REVIEW DATE: 04/22/98
REZONING APPLICATION #004-98
CENTRAL COCA -COLA BOTTLING COMPANY
To Rezone 63.5 Acres from RA (Rural Areas)
to M1 (Light Industrial)
LOCATION: This property is located west of the intersection of Shady Elm Road (Route 651) and
Apple Valley Road (Route 652).
MAGISTERIAL DISTRICT: Back Creek
PROPERTY ID NUMBERS: 63-A-58 and 63-A-59
PROPERTY ZONING & PRESENT USE:
Zoned: RA, Rural Areas District Land Use: Agricultural
ADJOINING PROPERTY ZONING & PRESENT USE:
North - Zoned: RP, Residential Performance Use: Residential (including Valley Acres)
RA, Rural Areas Agricultural (Kernstown Battlefield)
South - Zoned: M-1, Light Industrial Use: Vacant
East - Zoned: M-1, Light Industrial Use: Manufacturing (General Electric)
West - Zoned: RA, Rural Areas Use: Vacant
PROPOSED USE: Light Industrial (Manufacturing, Warehousing and Office)
REVIEW EVALUATIONS:
Virginia Dept. of Transportation: No objection to rezoning of this property. Before development,
this office will require a complete set of construction plans detailing entrance designs, drainage
features, and traffic flow data from the I.T.E. Trip Generation Manual, Fifth Edition for review.
Any work performed on state rights -of -way must be covered under a land use permit. This permit
is issued by this office and requires an inspection fee and surety bond coverage.
0 0
Central Coca-Cola Bottling Co., REZ #004-98
Page 2
April 16, 1998
Frederick Co. Sanitation Authority: Providing water and sewer service to this site is contingent
upon: 1) Cardinal Glass locating at the Kernstown site; 2) Feasibility of extending water and sewer
lines to the intersection of Route 651 and 652.
Note: Please refer to staff comment regarding water and sewer service under Community
Facilities and Services.
Public Works: The County Engineer has expressed concerns with, projected increases in traffic and
impacts to existing traffic patterns, and has requested additional information for the survey plan for
this site. See attached letter dated February 20, 1998 from Ed Strawsnyder.
Frederick Co. Fire and Rescue: No comments.
Stephens City Fire and Rescue: Approved as re -submitted with the updated proffer statement.
City of Winchester Public Utilities: The City of Winchester has available water and sewer
infrastructure located in the immediate area of your planned facility which could provide the necessary
water and wastewater services for your operations.
Note: The provision of service for this site by the City of Winchester Public Utilities would
require approval by the Service Authority. A request of this nature has not been made
at this time.
Historic Resources Advisory Board: The BRAB recommends a 40-foot height restriction on all
buildings that are to be constructed on the subject parcel.
County Attorney: Appear to be sufficient and appropriate language; however, contract owners
signature not required but the owner's signature is required.
Planning & Zoning:
1) Site History
County records do not indicate any activity associated with this 63.5 acre tract other than transfer of
ownership by deed.
0 0
Central Coca-Cola Bottling Co., REZ #004-98
Page 3
April 16, 1998
2) Location
The 63.5-acre tract is located within the Frederick County Urban Development Area (UDA) and the
Frederick County Sewer and Water Service Area (SWSA). This tract has a significant amount of
frontage along Shady Elm Road (Route 651) and Apple Valley Road (Route 652), and is located
approximately one -quarter mile from the intersection of Valley Pike (Route 11) and Apple Valley
Road.
The majority of the properties on the south side of Apple Valley Road are zoned M-1, Light
Industrial, with the exception of the Hawthorne tract which is zoned RA, Rural Areas. The majority
of the properties on the north side of Apple Valley Road are zoned RP, Residential Performance, with
the exception of the Grim Estate which is zoned RA, Rural Areas. The Grim Estate is the location
of the portion of the Kernstown Battlefield that the county, city, Kernstown Battlefield Association
(KBA), and others in the private sector are attempting to acquire.
3) Site Suitability
The 63.5-acre tract does not contain areas of flood plain, or woodlands, and contains minor areas of
steep slope and wetlands. The majority of the steep slope and wetland areas are situated in the area
of a dry pond located near the northern property limits. This area is envisioned to be developed into
a regional storm water management facility for the entire 63.5-acre tract should this property be
rezoned. The 63.5-acre tract contains soils that are classified as prime agricultural soils.
4) Potential Impacts
a) Transportation:
The applicant has prepared a detailed traffic impact analysis which accounts for the
development of 24.88 acres of the 63.5 acre tract, and accounts for a worst case scenario for
development of the remaining 38.62 acres. The traffic impact analysis provides current
average daily traffic counts (ADT) for Shady Elm Road, Apple Valley Road, and Valley Pike,
trip distribution data based on vehicle type, peak hour trip generation for a.m. and p.m. peaks,
turning movement data, the percent increase in ADT based on the development of the 24.88
acres and the remaining acreage, and Level Of Service information based on current
conditions and future conditions assuming no improvements to Shady Elm Road, Apple
Valley Road, and Valley Pike.
The development of 24.88 acres of this tract for the Coca-Cola facility will increase the ADT
by 432 trips per day. It is estimated that 332 of these trips will be two -axle vehicles and 100
trips will be six, ten, and 18 wheel vehicles. An a.m. peak of 125 trips per hour is projected,
while a p.m. peak of 117 trips per hour is projected. The development of this acreage will
• 0
Central Coca-Cola Bottling Co., REZ #004-98
Page 4
April 16, 1998
increase the ADT count on Shady Elm Road by 14%, on Apple Valley Road by 34% for trips
traveling north to Middle Road and 14% for trips traveling to Valley Pike, and will increase
the ADT count for trips traveling from Valley Pike to Route 37 by 3%.
The traffic analysis for the development of the remaining acreage reflects a worst case
scenario of general office use with a floor -to -area -ratio (FAR) of 1.0. This scenario would
increase the ADT by an additional 14,226 trips per day, and would increase the a.m. peak trip
generation by 1,986 vehicles and the p.m. peak trip generation by 1,812 vehicles. The
requirements of the rezoning application process mandate that the applicant provide
information for a worst case scenario if a use or square footage of building area is not
proffered. However, staff believes that the actual ADT for the remaining acreage will be
substantially less. The Army Corp of Engineers facility in the Prince Frederick Office Park
represents the largest office facility in the county. This facility is 99,060 square feet and has
an FAR of 0.22.
The applicant has demonstrated that the Level Of Service for all of these road segments will
decrease significantly if the worst case scenario is developed and no improvements to the
current road system are made. It should be noted that the Winchester Area Transportation
Study (WATS) calls for improvements to Shady Elm Road and Apple Valley Road. These
improvements include the widening of Shady Elm Road to four lanes and the development
of a new interchange at Route 37, and the improvements to Apple Valley Road to create four
lanes from Valley Pike to Shady Elm Road and improve the two lanes from Shady Elm Road
to Middle Road. The applicant is aware of the long-range transportation planning depicted
by WATS and plans to participate in the process necessary to implement these improvements.
b) Community Facilities and Services:
Water and Sewer Service
The 63.5-acre tract does not have water and sewer service at this time, although inclusion in
the SWSA would permit this extension. The applicant has indicated that the development of
the 24.88 acres of this tract for Coca-Cola will require a water demand of 88,000 gallons per
day, and a sewer generation of 26,400 gallons per day. No estimates for the remaining
acreage have been provided.
The FCSA has advised staff they can provide service with adequate capacity to this site, as
well as other properties within this area. This service will be accomplished through a
public/private partnership effort involving the development of a 20-inch water line main and
the development of the Hogue Run sewer interceptor which will connect this area with the
Parkins Mill Wastewater Treatment Plant. Staff has been advised that it is the intent of the
Board of Supervisors to provide service to the Kernstown area, and that a financial agreement
will be made with the FCSA to accomplish this.
• 0
Central Coca-Cola Bottling Co., REZ #004-98
Page 5
April 16, 1998
Fire and Rescue Service
The Capital Facilities Impact Model was applied to this rezoning application on October 7,
1997. The results of this model run demonstrated a negative fiscal impact to fire and rescue
services for capital costs. The applicant was provided with a copy of this impact model run
on October 10, 1997.
c) Historic Features:
A portion of the 63.5-acre tract is located directly across Apple Valley Road from the portion
of the Kernstown Battlefield known as the Grim Estate. This site is one of three core sites
identified in the Winchester -Frederick County Battlefield Network Plan of which acquisition
is a priority. The National Park Service's Study of Civil War Sites in the Shenandoah Valley
of Virginia, September 1992 identified Kernstown as one of 15 major battlefields. This
property is part of the identified battlefield and adjacent to the "core area." The applicant,
including representatives of Coca-Cola and Triad Engineering, held two meetings with
representatives of the county, the Economic Development Commission, the KBA, and the
HRAB to discuss impacts and potential methods of mitigation. The applicant also
participated in two meetings with the HRAB. The primary concern of the HRAB and the
KBA was the need to protect the viewshed from the Grim Farm, particularly from Pritchards
Hill.
5) Impact Statement/Proffer Statement
The applicant has submitted a proffer statement for this rezoning which has been signed and
notarized by the owner and the contract owner, and reviewed by the County Attorney. The
applicant has proposed to mitigate the transportation impacts through the design and
reconstruction of the Shady Elm Road/Apple Valley Road intersection, the dedication of all
necessary right-of-way to implement the improvements specified in WATS, the provision of
turn lanes along Apple Valley Road as required by VDOT, participation in the cost of a traffic
signal at the intersection of Valley Pike and Apple Valley Road, and limiting access along
Apple Valley Road to four new entrances for the entire tract.
The applicant has proffered a monetary contribution that is consistent with the results of the
Capital Facilities Impact Model run for this rezoning. This monetary contribution is to be
provided to Frederick County and allocated to the Stephens City Fire and Rescue Company.
The applicant has proffered to mitigate the impacts to the viewshed of the Grim Estate by
limiting the height of all primary and accessory structures on the 63.5-acre tract to 60 feet,
screening all mechanical features situated on building rooftops, and screening of loading
Central Coca-Cola Bottling Co., REZ #004-98
Page 6
April 16, 1998
areas. The applicant has also proffered to construct a berm along the entire length of the
property that is six feet in height above the Apple Valley Road elevation and landscaped with
evergreen and deciduous plantings. It should be noted that breaks in this berm will be
required to accommodate the four proffered entrances.
STAFF RECOMMENDATION FOR 04/01/98 PLANNING COMMISSION MEETING:
The proposal to rezone this property conforms with the Comprehensive Plan policies for development
in the Urban Development Area and the Sewer and Water Service Area of the county. The M-1,
Light Industrial District, classification is consistent with other properties and land uses located on the
south side of Apple Valley Road.
The applicant has attempted to mitigate impacts to the transportation network through proffers that
are consistent with the WATS and are acceptable to VDOT. The applicant has adequately mitigated
the negative impact to fire and rescue capital costs through a monetary proffer that is consistent with
the results of the Capital Facilities Impact Model.
The applicant has attempted to mitigate the impacts to the viewshed of the Kernstown Battlefield by
limiting structure heights, screening structure components and uses, and providing a ground level
screen from the road. Although the proffer does not reduce the building height to 40 feet as
recommended by the BRAB, it is the belief of staff that the limitation of accessory structure heights
will limit the future development of this property to users that do not require tall structures.
Structures that are allowed to exceed 60 feet in height, but will be restricted by this proffer, include
automated storage facilities, silos, mills, transmission towers, commercial telecommunication
facilities, smokestacks, cooling towers, and water tanks. Light industrial uses that have developed
in the county without these facilities are all less than 40 feet in height.
Staff believes that the applicant has adequately mitigated the impacts demonstrated by this rezoning
application.
PLANNING COMMISSION SUMMARY & ACTION OF 04/01/98: Members of the
Commission were appreciative of the Coca-Cola Bottling Company for working with the BRAB and
the KBA to protect the Kernstown Battlefield's viewshed. A brief discussion ensued involving the
60-foot maximum allowable height for primary structures in the M1 District. Staff pointed out that
although the applicant's proffer does not limit the primary structure, it does limit accessory structures
to 60 feet which would, in turn, restrict some of the larger industrial uses that require tall accessory
Central Coca-Cola Bottling Co., REZ #004-98
Page 7
April 16, 1998
structures, from locating on this site. Commission members believed the 60-foot height restriction
was adequate to protect the viewshed. There was also some general discussion about future
expansion of the facility.
There were no public comments. The Commission voted unanimously to recommend approval of the
rezoning with the proffers submitted by the applicant.
(Note: Mr. Thomas and Mr. Miller were absent from the meeting.)
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Rezoning #004-98 PIN- 63-A-58 & 59
Central Coca-Cola Bottling Company
This map was produced by Frederick Co. Planning & Development 3-16-98
REZONING APPLICATION FORM
FREDERICK COUNTY, VIRGINIA
To be completed by Planning Staff. -
Zoning Amendment Number 8` : Date Received`'-
PC Hearing Date - BOA Flearing Date - ` q A
The following information shall be provided by the applicant:
All parcel identification numbers, deed book and page numbers may be obtained from the Office
of the Commissioner of Revenue, Real Estate Division, 107 North Kent Street, Winchester.
1. Applicant:
Name: Triad Engineering, Inc.
Address: Post Office Box 2397
Winchester, Virginia 22604
2. Property Owner (if different than above)
Telephone: 5 4 016 6 7- 9 3 0 0
Name: Mary D. Whitacre Telephone
Address: 780 Redland Road
Whitacre, Virginia 22625
3. Contact person if other than above
Name: � • & (&' C- M A r%y C- L—
5401888-3561
Telephone: o) U, 7— S 7 N
4. Checklist: Check the following items that have been included with this application.
Location map x Agency Comments x
Plat x Fees x
Deed to property --XImpact Analysis Statement x
Verification of taxes paid x Proffer Statement x
C�
C
5. The Code of Virginia allows us to request full disclosure of ownership in relation to
rezoning applications.
Please list below all owners or parties in interest of the land to be rezoned:
Central Coca-Cola Bottling Company
Mary D. Whitacre
6. A) Current Use of the Property: Agricultural
B) Proposed Use of the Property: Light Industrial
7. Adjoining Property:
la
63-((A))-18 A & B
63-((A))-40
63-((A))-41
63-((A))-42
63-((A))-40A
63-((A))-43
ZONING
Rural Area (RA)
Rural Area (RA)
Residential Performance (RP)
Residential Performance (RP)
Residential Performance (RP)
Residential Performance (RP)
8. Location: The property is located at (give exact location based on nearest road and distance
from nearest intersection. using road names and route numbers):
This property is located west of the intersection
of Route 651 (Shady Elm Road) and Route 652 (Apple
Valley Road).
12
Information to be Submitted for Capital Facilities Impact Model
In order for the Planning Staff to use its capital facilities impact model, it is necessary for the
applicant to provide information concerning the specifics of the proposed use. Otherwise, the
planning staff will use the maximum possible density or intensity scenario for the proposed Zoning
District as described on Page 9 of the application package.
9. Parcel Identification/Location: Parcel Identification Number 6 3 - ((A)) - 5 8 & 59
Districts
Magisterial: Back Creek
Fire Service: Stephens City
Rescue Service: Stephens City
High School: Sherando
Middle School: James Wood
Elementary School: Robinson
10. Zoning Change: List the acreage included in each new zoning category being requested.
Acres
Current Zonin
Zoning R._quested
63.5052
RA
M-1
63. 50521
Total acreage to be rezoned
11. The following information should be provided according to the type of rezoning
proposed :
Number of units rroposea
Single Family homes: 0 Townhome: 0 Multi -Family: 0
Non -Residential Lots: 4 Mobile Home: 0 Hotel Rooms: 0
uare Footage of Proposed is
Office: 1, 513,865 Service Station: 0
Retail: 0 Manufacturing: 18 3. 6 0 0
Restaurant: 0 Warehouse: 19 5, 3 5 n
Other: 0
13
I"IL
•
12. Signature:
I (we), the undersigned, do hereby respectfully make application and petition the Frederick
County Board of Supervisors to amend the zoning ordinance and to change the zoning map
of Frederick County, Virginia. I (we) authorize Frederick County officials to enter the
property for site inspection purposes.
I (we) understand that the sign issued when this application is submitted must be placed at
the front property line at least seven days prior to the Planning Commission public hearing
and the Board of Supervisors' public hearing and maintained so as to be visible from the
road right-of-way until the hearing.
I (we) hereby certify that this application and its accompanying materials are true and
accurate to the best of my (our) knowledge.
Applicant J- Date:
Date:
Owner(s): AJI�� Date:
Date:
14
NOTES— 3 : I
CIVIL ENGINEER: I
r
TRAD ENGINEERING. INC.
P.O. BOK 2397 III °ESE •ee.
WINCHESTER. VIRGINIA 22604 24.36'
4 7
5 0-66 -9300 1 inr
I S4y47'22"E
2. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL 1 (\ I )24 77
FIELD RUN BOUNDARY SURVEY PERFORMED BY TRIAD ENGINE ER INO. INC. // \ I \ prc=247. 66'
DATED NOVEMBER 6. 1997. "c \ �5.31'58"
3. AERIAL TOPOGRAPHIC MAPPING WAS PERFORMED BY VIRGINIA MAPPING. -\\ / �(� Roalus=2564.75'
INC. DATED NOVEMBER 13. 1997. _ �?on=123.93
/ � � i:(rora=546' 33' t 9 "E
4. THIS ENTIRE PROPERTY IS CURRENTLY ZONED RURAL AREA (RA) AND ry \ Dl st=247.57'
CONSISTS OF 6]. 5052 ACRES. REZONING OF THIS PROPERTY IS REQUESTED _T,„l 5`t I I
FROM RURAL AREA (RA) ZONING TO LIGHT INDUSTRIAL (M-1) ZONING. /rEWE s� � )p ICI I ( 1 THE wI DDLEBURG BANK
0.
zWM
USE: .—I
i°i oti�i
/ 1 \Oi LEE'.
BLACKBURN LIMITED
PARTNEiRSHIPMiK ( 9l5 / 1
o rrMs�/ �• ( / /
USE, :.c�:� J \ \ \ — _ _ \ / ^ ^ \ l 1 I \` I I / �oE•► vt� llll� \ I \ /
THE MID
OLESURG BAN.
aoaciu+i.S°.`•
r'— i — — — • • \ \ — I ) 1 `\ \ io. rwa q•� r I,;\ m,Esq
`ss.°u`°tirr
r ----- / \ r EALVIL 6 KE KAC..? � �• � � i � 1 \ l 1 / � J � iwv.: N.� BILLY G.. FE rCHER
7 i I i 1 ! / / / -':r•[ 3.3t •roll — L • rmo
tw[o: \ USE: si.c[E r..n.
/ ^ \ ` \ 1 I / J ) ( ( ! ! _ r _ \ / 1 :t BETTY BARTON 6
/ — — — — — — — _ \ I \ 1 I \ f ) �' jra"— CHARLES S. STINE
u[sc vtar / (
_ — MARY Q. W� I TAFR� JSNH R 1G. WHJ T` �! � Na.tsru... xx°x
�1N0>illlOS2vtlKRIZ i^`1�\f///IJJust:xsiEi`.Er•.a.
REF! OP. )591 PGA 14�
asx
BETTY BARTON 6
CHARLES B• STINE
� '�• ^ — �. � ` r / // � / / � /r ( (/ / \i 4i\ I \ � 'r�vio:K�naox
I �11I
e L� ' S / j I z. — — _ l \ \ I I r�Rrc=278.44'
e I 0.02.44' 07"
E irc o/ aalus-5872.60'
— — v _ r \ — •/ I / / • r — \ ! l ) �. 1 I I 1 ran-1 39. 25'
Chord-S47.57'i5"E
_! c i /.• \ \ .i < )s _ S.t..:.� 1� N:.kME Dist-278.41'
BOWMAN TRUCKING. INC.
C. BRUCE DArSOr(, QQ 'i / 7 \ 1 \ ice` , / / (i
usE°:•cT
ui
D. EMORY WILSON
I'll .c.
EST ri)si:2aox
— ECK11:E[��.= 0. EMORY WILSON
ld�
I sos.a. w
usE, si.aar t r.ac.
is �—+,•'•�S[. o_j'�°-,,',3, iro+m. ro,—.S.. . � (rJ5-4/ 8u'1
u5'. 1cBa' / ^ — — ^m.`i- /•s I III 11 {A LBARoB.i. a iaLIND B.LE.DSwC
E
E
3 Iontaor••i:wx
— —1 1a141 .1 :aiTo
s i i:.uiot /zy.sE a% / I z. rt. \ _ — — c t'NEven \ _ of +wrt ::
Arc-56. 69s�--C
D-04.30'03"
Roatus=721 .62' GENERAL ELECTRIC CO. �` TH
To-28.36' r. c. Aot aos.o L 11 Q
Cher i36.00'36"W oar ••ciii.i essoa ■
DIst!56. 67' USE: .:.ais,CT i:c.wr ■ `vy
NA L
scar. : •"soo
REZONING PROPERTY SURVEY DRAWING NG Z,
SCALE 1•'•300'
CENTRAL COCA -COLA BOTTLING CO., INC.
`RIAD ENGINEERING. INC
FREDERICK COUNTY, VIRGINIA CO-019
M
C�
ly
Adjoining Property Owners
Rezoning
Owners of property adjoining the land will be notified of the Planning Commission and the Board
of Supervisors meetings. For the purpose of this application, adjoining property is any property
abutting the requested property on the side or rear or any property directly across a public
right-of-way, a private right-of-way, or a watercourse from the requested property. The
applicant is required to obtain the following information on each adjoining property including the
parcel identification number which may be obtained from the office of the Commissioner of
Revenue. The Commissioner of the Revenue is located on the 2nd floor of the Frederick County
Administrative Building, 107 North Kent Street.
Name and Property Identification Number
Address
Name Blackburn Limited Partnership
110 Hawthorne Drive
Winchester, VA 22601
Pro erty# 63-((A)) - 80-1
Name The Middleburg Bank
P. 0. Box 5
Middleburg, VA 20118
Pro erty # 63-((A))-18 A & B
Name Alvin G. & Billy G. Fletcher
336 Apple Valley Road
Winchester, VA 22602
Property # 63-((A))-41
Name Charles R. & Betty B. Stine
318 Apple Valley Road
Winchester, VA 22602
Property # 63- (A))-42
Name Charles R. & Betty B. Stine
318 Apple Valley Road
Winchester, VA 22602
Pro erty # 63-((A))-40A
Name Bowman Trucking, Inc.
P. 0. Box 2598
Winchester, VA 22604
Pro ertm t 63-(A -40
Name Emory D. Wilson
246 Apple Valley Road
Winchester, VA 22602
Propertv » 63- ((A)) -43
Name Emory D. Wilson
246 Apple Valley Road
Winchester, VA 22602
Pro em• 63-((A))-44
Name Barbara L. Bledsoe
232 Apple Valley Road
f✓inchester, VA 22602
Pro em• = 63-((A) )- 45
Name General Electric Company
P. 0. Box 60340
Ft. Myer, FL 33906
Property = 63- A -57A
15
M
Name and.Property Identification Number Address
Name General Electric Company P. 0. Box 60340
Pro e # 63-((A))-61 Ft. Myer, FL 33906
Name Bruce C. Dawson 4�' 110-A Industrial Drive
Property # 63-((A))-59A Winchester, VA 22602
Name
Property #
Name
I' Property #
Name
Property #
Name
Pro ertv #
Name
Property #
Name
Property #
Name
Prooertv #
Name
Property #
Name
Property #
Name
Property #
Name
Pro ertv
Name
Pro ertv #
16
0 •
AMENDMENT
Action:
PLANNING COMMISSION: Recommended Approval on April 1, 1998
BOARD OF SUPERVISORS: Approved April 22, 1998
AN ORDINANCE AMENDING
THE ZONING DISTRICT MAP
Rezoning #004-98 of Central Coca-Cola Bottling Company
WHEREAS, Rezoning Application #004-98 of Central Coca-Cola Bottling Company, was
submitted by Triad Engineering, Inc., to rezone 63.5 acres from RA (Rural Areas) District to M1
(Industrial Light) District. This property is located west of the intersection of Shady Elm Road
(Route 651) and Apple Valley Road (Route 652), and is identified with Property Identification
Numbers 63-A-58 and 63-A-59 in the Back Creek Magisterial District.
WHEREAS, the Planning Commission held a public hearing on this rezoning on April 1, 1998; and
WHEREAS, the Board of Supervisors held a public hearing on this ordinance adoption on April
22, 1998; and
WHEREAS, the Frederick County Board of Supervisors finds the approval of this rezoning to be
in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive
Policy Plan;
NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors that
Chapter 165 of the Frederick County Code, Zoning, is amended to revise the Zoning District Map
to change 63.5 acres currently zoned RA (Rural Areas) to M1 (Light Industrial) as described by the
application and plat submitted, subject to the attached conditions voluntarily proffered in writing by
the applicant and the property owner.
PDRes. #012-98
0
•
This ordinance shall be in effect on the date of adoption.
Passed this 22nd day of April, 1998 by the following recorded vote:
James L. Longerbeam, Chairman
W. Harrington Smith, Jr.
Charles W. Orndoff, Sr.
O:\AGEN DAS\REZ.ON E\RESOLUCN\COCACOLA. RE S
PDRes #012-98
Aye
Richard C. Shickle
Aye
Margaret B. Douglas
Aye
Robert M. Sager
A COPY ATTEST
r
Jo , leyJr.
Frederick County AdListrator
Aye
Aye
Aye
0
0
REZONING REQUEST PROFFER
Property Identification Number
63-((A))-58 and 63-((A))59
Back Creek Magisterial District
COCA -COLA BOTTLING FACILITY
Preliminary Matters
Pursuant to Section 15.2-2296 et.secr., of the Code of
Virginia, 1950, as amended, and the provisions of the Frederick
County Zoning Ordinance with respect to conditional zoning, the
undersigned applicant hereby proffers that in the event the Board
of Supervisors of Frederick County, Virginia, shall approve
Rezoning Application 001-U for the rezoning of 63.5052 acres from
Rural Area (RA) Zoning District to the Light Industrial (M-1)
Zoning District, development of the subject property shall be done
in conformity with the terms and conditions set forth herein,
except to the extent that such terms and conditions may be
subsequently amended or revised by the applicant and such be
approved by the Frederick County Board of Supervisors in accordance
with Virginia law. In the event that such rezoning is not granted,
then these proffers shall be deemed withdrawn and of no effect
whatsoever. These proffers shall be binding upon the applicant and
their legal successors or assigns.
Site Improvements
1. The Applicant proffers that it shall design and construct
a realignment to Route 652 at the intersection of Route 651 and
Route 652. The realignment shall consist of shifting Route 652 to
the southwest to intersect Route 651 at a ninety (90) degree angle
and adding turn lanes on Route 652 as required by VDOT. Right-of-
way for the realignment of Route 652 will be dedicated to VDOT upon
approval of a site plan for the first building, or at the time the
property is subdivided.
2. The Applicant further agrees to dedicate a thirty-five
(35) foot right-of-way along the south side of Route 652 for the
entire parcel frontage that is not included in the realignment of
Route 651. Right-of-way for Route 652 will be dedicated to VDOT
upon approval of a site plan for the first building, or at the time
the property is subdivided.
3. The Applicant agrees to dedicate a sixty (60) foot right-
of-way along the west side of Route 651 for the entire parcel
•
&ONC , REQUEST PROFFER
COCA -COLA BOTTLING FACILITY
Page 2"
frontage. Right-of-way for Route 651 will be dedicated to VDOT
upon approval of a site plan for the first building, or at the time
the property is subdivided.
4. The applicant agrees to participate in the signalization
at the intersection of Route 11 and Route 652. When requested by
VDOT, the applicant will pay twenty thousand (20, 000) dollars or
twenty-five (25) percent of the cost of the new traffic signal,
whichever is less.
S. The applicant agrees to limit the number of entrances
along the south side of Route 652 into this property to a maximum
of four (4) entrances. Two (2) entrances will be used by the Coca-
Cola Bottling facility. One (1) entrance will be used for each
separate parcel created by the subdivision of this property with
frontages along Route 652. All entrances along Route 652 will be
the width required by VDOT for two-way traffic based on the
proposed use of the parcel. The entrance for the western parcel of
land will be located at least sixty (60) feet east and not more
than 250 feet east of the western property line. The entrance for
the central parcel of land will be located at least thirty (30)
feet west and not more than 200 feet west of the western Coca-Cola
Bottling facility property line.
Building Restrictions
The development of the subject property shall include the following
building restrictions provided in these proffers.
1. The
maximum height for
all primary and
ancillary
structures will
be sixty (60) feet.
Roof top mechanical
equipment
is not subject
to the sixty (60) foot
height restriction.
However,
all roof top
mechanical equipment
will be screened
from all
adjacent properties.
2. All loading docks shall be screened from view from all
adjacent Rural Area (RA) or Residential Performance (RP) Zoning
Districts.
Landscape Design Features
The development of the subject property, and the submission of
any Master Development Plan, shall include the following landscape
design features provided in these proffers.
1. A full screen earth berm will be provided between all
developed parts of the subject property and all Rural
Area (RA) and Residential Performance (RP) Zoning
Districts, except where entrances are required for the
Coca-Cola Bottling facility. The top of the berm will be
a minimum of six (6) feet higher than Route 652, with a
minimum top width of four (4) feet and maximum side
slopes of four horizontally to one vertically. During
ON! REQUEST PROFFER
COCA -COLA BOTTLING FACILITY
Page 3-
the development of the future parcels of land adjacent to
the earth berm, the berm shall only be removed to the
extent required to accommodate the new entrance to the
site from Route 652. If during construction the berm is
removed in excess of that required to accommodate the
entrance, the berm will be replaced to the maximum extent
possible by the developer of the parcel of land.
2. Landscape screening shall be provided in accordance with
the Frederick County Zoning Ordinance and in conjunction
with the full screen earth berm. Landscaping in
conjunction with the earth berm will consist of a mixture
of evergreen and deciduous trees. At least two thirds
(213) of the trees shall be evergreens. All trees shall
be of the type that will thrive within the Shenandoah
Valley. Evergreens shall be at least six (6) feet in
height at planting. Deciduous trees shall have a
calliper of at least two (2) inches at a height of one
(1) foot above root ball.
Covenants and Restrictions
The Applicant shall record and include in each deed as well as
provide Frederick County with a complete set of Covenants and
Restrictions in substantial conformance with the Protective
Covenants and Restrictions as submitted with the Impact Analysis
Statement and these Proffers.
Monetary Contributions to Offset Impact of Development
The undersigned, who has a contract to purchase the subject
parcel of land, hereby voluntarily proffers that if the Board of
Supervisors for the County of Frederick, Virginia approves the
rezoning for the 63.5052 acre tract, lying on the west side of
Route 651 and the south side of Route 652 in the Back Creek
Magisterial District of Frederick County, Virginia from Rural Area
(RA) Zoning District to the Light Industrial (M-1) Zoning District,
the undersigned will pay Frederick County, at the time of the
issuance of the first grading permit, the sum of nineteen thousand
four hundred forty-four dollars and seventy-four cents ($19,441.74)
to be allocated to the Stephens City Volunteer Fire & Rescue
Company.
IwONi REQUEST PROFFER
COCA -COLA BOTTLING FACILITY
Page 4-
Respectfully Submitted,
CONTRACT OWNERS:
M
Date
STATE OF VIRGINIA, AT LARGE
FREDERICK COUNTY, To -wit:
The foregoing instrument was acknowledged before me this oZ %-n'
day of Ff vA�y 1998, by
My Commission expires A% Je/vl 6(r _
r
Notary Public
OZO. 1G REQUEST PROFFER
COCA -COLA BOTTLING FACILITY
Page S
OWNER:
By; 4
Da t e : -d tu'v3v 'q- �q l g
STATE OF VIRGINIA, AT LARGE
FREDERICK COUNTY, To -wit:
The foregoing instrument was acknowledged before me this
day of tit cif, 1998, by `� �1� i /+r4L I r-
T
My Commission expires jout i �� Zoo a
Notary Public
PROTECTIVE COVENANTS AND RESTRICTIONS
FOR
COCA -COLA BOTTLING FACILITY
RECITALS
Whereas, the contract owner desires to create on the property
and any additions thereto an area of mixed business and light
industrial uses, and the desire to provide for the preservation and
enhancement of the property values, amenities and opportunities
within the property and for the maintenance of the real estate and
improvements thereon, and to this end desires to subject the
property to the covenants, restrictions, easements, charges and
liens hereinafter set forth.
ARTICLE I
PURPOSE
It is the purpose of this Declaration to assure the orderly
and attractive development of the property in an efficient and
harmonious manner, to preserve and enhance property values,
amenities and opportunities within the property, to promote the
health and safety of the occupants and to maintain a harmonious
relationship among the structures and the natural topography
thereon. This declaration is designed to complement the Frederick
County Zoning Ordinance and other local and state government
regulations and ordinances, and where conflicts occur, the more
rigid requirement shall prevail.
ARTICLE II
PERMITTED AND PROHIBITED USES
PROHIBITED USES
Approval from any public agency notwithstanding, no operation
will be permitted which creates objectionable noise, smoke, odor or
which in any other way, in the opinion of the Board, will
constitute a nuisance or degrade the values of the real estate
within or adjacent to the property!
No rubbish or debris of any kind shall be placed or permitted
to accumulate upon or adjacent to any site, except in approved
waste containers.
ARTICLE III
DEVELOPMENT STANDARDS
Exterior Walls
Landscape Plan
All open areas on.each lot not occupied by buildings and paved
areas shall be suitably graded and drained and shall be landscaped
with lawns, trees, shrubs or ground cover. The landscape plan
shall be submitted with the site plan for each planned development
within the subdivided parcel and shall show such things as the
planting of trees, shrubs, ground cover and grass and the
installation of earth berms and screens and optional underground
sprinkler systems. Plant material shall be in conformance with
American Association of Nurserymen Standards for Nursery Stock,
latest edition (ANN). Landscaping, as approved, shall be installed
within one planting season of occupancy or within six months of
substantial completion of any building, whichever occurs first,
provided that an extension may be granted in the event of inclement
weather. The date of substantial completion shall mean the date on
which the exterior walls and roof have been installed. The
installation and maintenance of all landscaping on each site shall
be done in a good and workmanlike manner.
Maintenance
All landscaping on each lot shall be properly maintained by
the owner of the lot. Maintenance shall include all necessary
cutting, watering, fertilizing, aerating, spraying, pruning and
required replacement. Dead or damaged planting material shall be
promptly replaced.
All exterior lighting shall be designed, erected, altered and
maintained in accordance with the final drawings and specifications
as approved by Frederick County. Lighting shall be compatible and
harmonious throughout the entire property and shall be in keeping
with the specific use of the building. On -site lighting shall be
directed away from all uses within the Rural Area (RA) or
Residential Performance (RP) Zoning Districts. Light sources shall
be screened to reduce visible glare from all adjacent properties
and public streets. All outside wiring for exterior lights shall
be installed underground.
PROTECTIVE CAN. AND RESTRICTIONS
COCA=COLA BOTTLING FACILITY
Page I
UTILITIES
All new utility lines, including electrical and
telecommunication lines shall be installed and maintained
underground.
CONSTRUCTION
Once commenced, construction shall be diligently pursued to
completion. No construction or building materials, vehicles or
mobile buildings shall be located or stored within street rights -
of -way.
MAINTENANCE DURING CONSTRUCTION
During construction the owner shall be responsible for keeping
the premises in reasonably neat condition, preventing the
accumulation of trash, and shall prevent runoff of soil from the
site onto adjacent property or public rights -of -way..
MAINTENANCE
No building or other improvement on the property shall be
permitted by its owner or occupant to fall into disrepair, and each
such building and other improvements shall at all times be kept in
good condition and repair, properly maintained and adequately
painted or otherwise finished, clean and safe. All asphalt or
concrete paved surfaces shall be resurfaced or sealed as needed and
all potholes shall be promptly repaired. Unimproved sites shall be
maintained in a reasonably neat condition, free of debris.
STORM DRAINAGE SYSTEMS
Property owners will participate in any storm water management
program established or to be established for the property by the
declarant. Property owners shall contribute to the cost of
maintaining a common retention area and other shared storm water
management facilities on a contractual basis, as set forth in the
written agreements between the owner and the declarant.
ENVIRONMENTAL PROTECTION
Owners and occupants shall comply with all federal, state and
local government statutes, ordinances and regulations relating to
environmental protection, in relation to the property.
February 20, 1998
Mr. Steve Patton, P.E.
Triad Engineering, Inc.
P.O. Box 2397
Winchester, Virginia 22604
RE: Rezoning Request for 63,505 acres
Intersection of Routes 651 and 652
Frederick County, Virginia
Dear Steve:
COUNTY of FREDERICK
Department of Public Works
540/665-5643
FAX: 540/ 678-0682
Based on our review of the subject rezoning request, we offer the following comments:
1. Impact Analysis:
a. Traffic: The Virginia Department of Transportation will be
responsible for determining the road upgrades required to
accommodate the projected increases in traffic. It appears that the
proposed development will have a significant impact on the existing
traffic patterns. The existing road network is obviously inadequate
without significant improvements.
b. Drainage: The discussion of proposed stormwater management
facilities refers to retention rather than detention. Verify that a wet
pond or retention pond is planned in lieu of a detention pond.
2. Survey Plan:
a. Add a vicinity map.
b. Indicate total acreage on property survey for the area to be rezoned.
107 North Kent Street • Winchester, Virginia 22601-5000
0
Rezoning Comments
Page 2
February 25, 1998
C. Indicate existing and proposed zoning designations for the property in
question.
Our approval of the rezoning will be contingent upon receipt of a revised property survey
plan.
Sincerely,
Harvey . S rawsnyder, Jr., P.E.
Director ublic Works
HES/rls
cc: Planning and Zoning
file
0 0
Rezoning Comments
Virginia Department of Transportation
Mail to:
Virginia Department of Transportation
Attn: Resident Engineer
P.O. Box 278
Edinburg, Virginia 22824-0278
(540) 984-5600
Hand deliver to:
Virginia Department of Transportation
Attn: Resident Engineer
1550 Commerce Street
Winchester, Virginia
Applicant: Please fill out the information as accurately as possible in order to assist the
Virginia Department of Transportation with their review. Attach three copies of your
application form, location map, proffer statement, impact analysis, and any other
pertinent information.
Applicant's Name: Triad Engineering, Inc. Telephone: (540) 667-9300
Mailing Address: Post Office Box 2397
Winchester, VA 22604
Location of property: Property is located west of the intersection of Route
651 (Shady Elm Road) and Route 652 (Apple Valley Road).
Current zoning: RA Zoning requested
M-1
Acreage: 63.5052
Virginia Department of Transportation Comments:
No objection to rezoning of this property. Before_
development, this office
will require a complete set-oF-corisTiucfion plans
detailing en ra esigns,
drainage features, and traffic flow data from the
for Any
I.T.E. Trip Generation
State
on review. werk—per€e£med
way must be covered under a land use permit. This
an —rights -of -
permit is issued by this
nffire and requires an inspection fee and surety bond
coverage
4
VDOT Signature & Dater
02/06/98
Notice to VDOT - Please Return Form to Applicant
20
COUNTY OF FREDERICK, VIRGINIA
FIRE MARSHAL'S OFFICE
LAND DEVELOPMENT COMMENTS
Control No.RZ98-0002 Date Received 1/30/98 Date Reviewed 3/2/98
Applicant Triad Engineering, Inc.
Address P.O. Box 2397
Winchester, Virginia
22604
Project Name Coca-Cola Bottling Co. Inc. Phone No. 540-667-9300
Type of ApplicationRe-Zoning Current Zoning RA
1st Due Fire Co. 11 1st Due Rescue Co. 11 Election DistrictBack Creek
Tax I.D. No. 63-A-58 & 59
RECOMMENDATIONS
Automatic Sprinkler SystemXX Residential Sprinkler System
Automatic Fire Alarm SystemXX Other "Knox" Fire Dept. Entry Systems
REQUIREMENTS
Emergency Vehicle Access
Adequate Inadequate Not IdentifiedXX
Fire Lanes Required Yes XX No
Comments Will address on site plans
Roadway/Aisleway Widths Adequate Inadequate Not IdentitiedXX
Special Hazards Noted Yes No XX
Comments
Hydrant Locations Adequate Inadequate Not IdentifiedXX
Siamese Location Adequate Inadequate Not Identified XX
Additional Comments Attached? Yes XX No
Plan Approval Recommended? Yes XX No
S i g n a t u r
Title
Comments from the Stephens City Fire and Rescue Company are to be considered
an addendum to these comments.
0 •
Rezoning Comments
:awSo.Cr:R<:t;a;a::a�xt::�::�::b:a•:.uwu.:wx•`ua>aniaio3s:cwxaca:o:o)sauccsYr:.:<svif:::k:::a::;ili:6ica:'+?;wS�Ceo'o„+ii[o:C3o�`` 2:i:«:2i;a�+'•::r<:t
Frederick County Sanitation Authority
Mail to:
Frederick County Sanitation Authority
Attn: Engineer
P.O. Box 1877
Winchester, Virginia 22604
(540)868-1061
Hand deliver to:
Frederick County Sanitation Authority
Attn: Engineer
315 Tasker Road
Stephens City, Virginia
IIApplicant: Please fill out the information as accurately as possible in order to assist the
(I Sanitation Authority with their review. Attach a copy of your application form, location II
map, proffer statement, impact analysis, and any other pertinent information.
Applicant's Name: Triad Engineering, Inc. Telephone: (540) 667-9300
MaHing Address: Post Office Box 2397
Winchester, VA 22604
Location of property: Property is located west of the intersection of Route
651 (Shady Elm Road) and Route 652 (Apple Valley Road)
C014
Current zoning: RA Zoning requested: M-1 Acreage: 63.5052
Sanitation Authority Comments:
Providing water and sewer service to this site is contingent upon:
1. Cardinal Glass locating at the Kernstown site.
2. Feasibility of extending water and sewer lines to the intersection of
Route 651 and 652.
Sanitation Authority Signature & Date:
Notice to Sanitation Authority Please Return This Form to the Applicant
25
u
Rezoning Comments
Fire and Rescue Company
Name of Fire & Rescue Company:
STEPHEN'S CITY FIRE CO., INC.
Address & Phone
Post Office Box 253
Stephen's City, VA 22655
540) 869-4576
Applicant: Please fill out the information as accurately as possible in order to assist the
Fire and Rescue Squad. with their review. Attach a copy of your application form, location
map, proffer statement, impact analysis, and any other pertinent information.
Applicant's Name: Triad Engineering, Inc. Telephone: (540) 667-9300
Mailing Address: Post Office Box 2397
Winchester, VA 22604
Location of property: Property is located west of the intersection of Route
651 (Shady Elm Road) and Route 652 (Apple Valley Road).
Current zoning: RA
Zoning requested:
M-1
Acreage: 63.5052
Fire and Rescue Company's Comments:
v
7-,,xC 7—C—`P )5s`- ,,� Jc'
-� /� 7-2; 1'7 E--In
Fire & Rescue Company's
Signature & Date:-�—�`�--
Notice to Fire & Rescue Company - Please Return This Form to the Applicant
32
MAR-06-98 10:30 AM WINCH PUB UTILITIES
0
540 662 3351
•
P.02
*'MG10?
��CITY OF WINCHESTER, VIRGINIA
March 6, 1998
Mr, Steven L. Patton, P.E,
Triad Engineering, Inc.
P.O. Box 2397
Winchester, Virginia 22604
RE: Utility Services for Central Coca-Cola Bottling Company, Inc,
Winchester Production Facility
Dear Mr. Patton:
Rouss City Hall
15 North Camcrun Street
Winchester, VA 22601
540.667-1815
FAX:540-722-3618
TDD: 540-722.0782
This letter is a followup to your request made on March 5, 1998 regarding the
ability of the City of Winchester to provide essential water and wastewater services to the
abovementioned facility. This is to inform you that the City of Winchester has available
water and sewer infrastructure located in the immediate area of your planned facility
which could provide the necessary water and wastewater services for your operations.
bhm
The City of Winchester looks forward to working with you on this endeavor.
incerely,
VZ �
esse W. Moffett
Director— Public Utilities
THE APPLE CAPITAL"
0 #
Rezoning Comments
Historic Resources Advisory Board
Mail to:
Frederick County
Department of Planning & Development
107 North Kent Street
Winchester, Virginia 22601
(540) 665-5651
Hand deliver to:
Frederick County
Department of Planning & Development
Co. Administration Building, 4th Floor
107 North Kent Street
Winchester, Virginia
Applicant: Please fill out the information as accurately as possible in order to assist the
Historic Resources Advisory Board with their review. Attach a copy of your application
form, location map, proffer statement, impact analysis, and any other pertinent
information.
Applicant's Name: Triad Engineering, Inc. Telephone: (540) 667-9300
Mailing Address: Post Office Box 2397
Winchester, VA 22604
Location of property: Property is located west of the intersection of Route
651 (Shady Elm Road) and Route 652 (Apple Valley Road).
Current zoning: RA
Zoning requested
M-1
Acreage: 63.5052
Advisory Board Comments:
RAG
Signature & Date:
Notice to Advisory Board - Please Return Form to Applicant
19
r
0 0
Rezoning Comments
Frederick County Commonwealth's Attorney
Mail to:
County Commonwealth's Attorney
Winchester -Frederick Co. Judicial Center
5 North Kent Street
Winchester, Virginia 22601
(540) 665-6383
Hand deliver to:
County Commonwealth's Attorney
Winchester -Frederick Co. Judicial Center
5 North Kent Street, 2nd Floor
Winchester, Virginia
Applicant: Please fill out the information as accurately as possible in order to assist the
Commonwealth's Attorney's Office with their review. Attach a copy of your application
form, location map, proffer statement, impact analysis, and any other pertinent
information.
Applicant's Name: Triad Engi neeri n� , Tnc Telephone: (540) 667-9300
Mailing Address: Post Office Box 2397
Winchester, VA 22604
Location of property: Property is located west of the intersection of Rout
651 (Shady Elm Road) and Route 652 (Apple Valley Road)
Current zoning: RA
Zoning requested: M-1 Acreage: 63.5052
�t k
--omm :w mh's Attorney's Comments:
17
�.
f
4�
Ccxa44:Ren =s Attorney's (20,
Signature & Date:
Notice to Commonwealth's Attorney - Please Return This Form to the Applicant
18
0
0
IMPACT ANALYSIS STATEMENT
New Coca-Cola Bottling Facility
Frederick County, Virginia
Prepared By
TRIAD ENGINEERING, Inc.
200 Aviation Drive
P.O. Box 2397
Winchester Virginia, 22604
January 26, 1998
This Impact Analysis Statement was prepared for the rezoning
of a 63.5052 acre parcel of land northwest of the intersection of
Route 651 (Shady Elm Road) and Route 652 (Apple Valley Road).
Rezoning is requested from RA (Rural Area) to M-1 (Light
Industrial). Currently, Central Coca-Cola Bottling Company, Inc.
has an option to purchase the 63.5052 acre parcel. After the
rezoning application is approved, the parcel will be subdivided and
a Master Development Plan will be submitted for approval. At this
time, the only planned development for the site is a new Coca-Cola
bottling facility along the eastern part of the parcel which will
be constructed in three (3) phases. A Site Plan will be submitted
to Frederick County for approval of the new Coca-Cola bottling
facility. The following information will address each of the
specific issues defined in the Impact Analysis Statement
requirements:
Suitability of the Site:
100-Year Flood Plain: Based on the July 17, 1978 FEMA Flood
Insurance Rate Maps, Community Panel #510063-0115B and #510063-
200B, there are no 100-year flood plains within this parcel of
land.
Wetlands: The National Wetlands Inventory Map identifies one
(1) source on this property. The wetland is located within the
existing dry pond adjacent to Route 652 and is approximately 9,600
square feet in size. Based on the Wetlands Assessment prepared by
Triad Engineering, Inc., this site does not contain jurisdictional
wetlands.
Steep Slopes: This site contains 0.06 acres of steep slopes
which comprises 0.001 percent of the total parcel. The entire
steep slope area is within the existing dry pond adjacent to Route
652.
Mature Woodlands: The majority of the site is open space with
some small trees and scrub brush located along the north, south,
and west property lines and around the dry pond. Based on the
size, type and quality of the vegetation on the site, there are no
woodlands on this parcel of land.
Prime Agricultural Soil: Agriculture has been the primary use
for this parcel for several years. The Soil Survey of Frederick
County prepared by the Soil Conservation Service defines the soil
types within this parcel of land as Carbo (5B and 6C) and Oaklet
(3213 and 32C). These soils range from not suited for cultivated
crops to well suited for cultivated crops.
Soils or Bedrock: The depth to bedrock varies greatly
throughout the site with the minimum depth being approximately four
(4) feet. Several rock outcrops are on the property. Grading
plans are being developed in a manner which will minimize the
blasting required to remove shallow hard rock.
• 0
Surrounding Properties:
This parcel is adjacent to property zoned M-1 to the south,
east, and west. Properties to the north are zoned RP and RA. The
RA properties are currently utilized for single family dwellings.
The minimum setback from the existing dwellings to the existing
property line is approximately 64 feet. The properties zoned RA
are undeveloped at this time. Two of the RA zoned parcels are
contained within the Grim Farm which is contained within the
Kernstown Battlefield. The potential impacts on the surrounding
properties associated with noise, smoke, dust and other nuisances
or hazards will be minimized due to the fact that uses that produce
these nuisances and hazards are not allowed within the M-1 zoning
district. Glare from site lighting will be controlled to prevent
glare beyond the property lot lines.
Traffic:
Road frontage for this property is provided by Route 651 and
Route 652. Route 651 is a two lane road with a 21' +/- pavement
width. Route 652 is also a two lane road with an 18' +/- pavement
width. Route 651 and Route 652 intersect at the eastern corner of
the property. Route 652 continues to the east for approximately
1300' to the intersection of U.S. Route 11 and Route 652. The
following traffic count information was obtained from the Frederick
County Planning Department:
Rt.
651
from Rt.
469 to Rt. 652
908
TPD
Rt.
652
from Rt.
628 to Rt. 651
898
TPD
Rt.
652
from Rt.
651 to Rt. 11
3,128
TPD
Rt.
11
from Rt.
37 to the southern City limits
13,000
TPD
The property will be subdivided into four (4) parcels of land
with a 4.33 acre right-of-way dedication. The initial development
of the property consisting of a new Coca-Cola Bottling facility
will occupy 24.88 acres of land. Trip generation for the Coca-Cola
Bottling facility will be 432 trips per day (TPD) according to the
information provided by Central Coca-Cola Bottling Company, Inc.,
based on recent traffic counts for similar uses throughout the
company. This traffic count is for the ultimate development of the
Coca-Cola Bottling facility and incorporates the number of
employees, sales and delivery vehicles, and material transports.
Using the information from the 5th Edition of the ITE Trip
Generation Manual, the following weekday trip generation rates were
determined:
Corporate Headquarters (714):
46 employees * 2.19 TPD/employee = 101 TPD
Manufacturing (140):
55 employees * 2.09 TPD/employee = 115 TPD
Warehouse (150) :
4 employees * 3.89 TPD/employee = 16 TPD
Sales/Distribution: Since there is no category for this type
of service listed in the Trip Generation Manual we will assume that
each employee will make four trips per day as follows:
Trip 1: Arrive to start work.
Trip 2: Begin deliveries.
Trip 3: Return to work at the end of the day.
Trip 4: Leave work at the end of the day.
50 employees * 4 TPD/Employee = 200 TPD
Total Trips per Day = 432 TPD
The total trips per day based on the information provided by
the 5 th Edition of the ITE Trip Generation Manual is the same as
the information provided by Central Coca-Cola Bottling. To
determine the type of traffic generated by Coca-Cola and the peak
hour trip generation we will utilize the information provided by
Central Coca-Cola Bottling Company, Inc. as shown in appendix A.
Plate A shows the trip generation and traffic distribution for
the Coca-Cola Bottling facility. The percent increase in the total
number of trips on the road segments identified above, based on the
information presented in Plate A will be as follows:
Rt. 651 from Rt. 469 to Rt. 652: 131 TPD / 908 TPD = 140
Rt. 652 from Rt. 628 to Rt. 651: 301 TPD / 898 TPD = 340
Rt. 652 from Rt. 651 to Rt. 11: 432 TPD / 3,128 TPD = 14o
Rt. 11 from Rt. 37 to S.C.L.: 432 TPD / 13,000 TPD = 30
Morning peak hour trip generation will occur between 6:00 AM
and 7:00 AM. The morning peak hour trip generation will be 125
TPH. Plate B shows the morning peak hour traffic distribution for
the Coca-Cola site.
Afternoon peak hour trip generation will occur between 3:00 PM
and 4:00 PM. The afternoon peak hour trip generation will be 117
TPH. Plate C shows the afternoon peak hour traffic distribution
for the Coca-Cola Site.
Traffic generation for the remaining parcels will be
calculated based on the information provided in the 5th Edition of
the ITE Trip Generation Manual. The worst case scenario would be
a general office building (code 710) constructed on each parcel of
land. The second parcel of land is located south of the Coca-Cola
Bottling facility. This parcel will consist of 8.79 acres of land
and would have access along Route 651. Based on a FAR of 1, there
• 0
could possibly be a 382,892 square foot office building constructed
on this parcel. The weekday trip generation would be:
Ln (T) = [0.756 * Ln (X) ] + 3.765
Where T = trip generation
X = 1000 square feet of gross
Ln (T) = (0. 756 * 5. 9481 + 3. 765
Ln(T) = 4.497 + 3.765
Ln (T) = 8.262
T = 3, 872 Trips Per Day (TPD)
floor area = 382.892
The morning peak hour trip generation would be:
Ln (T) =
[0.777
Ln (T) =
[0.777
Ln (T) =
4.621
Ln (T) =
6. 295
T = 542
Trips
* Ln (X) ] + 1.674
* 5.948] + 1.674
+ 1.674
Per Hour (TPH)
For the morning peak hour, the trip distribution would be 890
(482 trips) entering the site and 11 o (60 trips) exiting the site.
The afternoon peak hour trip generation would be:
Ln (T) = [0. 737 * Ln (X) ] + 1. 831
Ln (T) = [0.737 * 5.948] + 1.831
Ln (T) = 4.383 + 1.831
Ln (T) = 6.214
T = 500 Trips Per Hour (TPH)
For the afternoon peak hour, the trip distribution would be
17 0 (85 trips) entering the site and 83 0 (415 trips) exiting the
site.
The third parcel of land is located west of the Coca-Cola
Bottling facility. This parcel will consist of 14.33 acres of land
and would have access along Route 652. Based on a FAR of 1, there
could possibly be a 624,215 square foot office building constructed
on this parcel. The weekday trip generation would be 5,722 TPD.
The morning peak hour trip generation would be 792 TPH. The
trip distribution would be 890 (705 trips) entering the site and
11 0 (87 trips) exiting the site.
The afternoon peak hour trip generation would be 717 TPH. The
trip distribution would be 170 (122 trips) entering the site and
83 6 (595 trips) exiting the site.
The fourth parcel of land is located west of the third parcel.
This parcel will consist of 11.14 acres of land and would have
access along Route 652. Based on a FAR of 1, there could possibly
be a 485,258 square foot office building constructed on this
parcel. The weekday trip generation would be 4,632 TPD.
0 i
The morning peak hour trip generation would be 652 TPH. The
trip distribution would be 890 (580 trips) entering the site and
11 0 (72 trips) exiting the site.
The afternoon peak hour trip generation would be 595 TPH. The
trip distribution would be 170 (101 trips) entering the site and
83 0 (494 trips) exiting the site.
Plate D shows the trip generation for the entire site based on
the ultimate development of the Coca-Cola site for the first parcel
and general office space for the remaining parcels. Plates E and
F show the morning and afternoon peak hour traffic distribution
for the ultimate development of the Coca-Cola site for the first
parcel and general office space for the remaining parcels
respectively. The percent increase in the total number of trips
on the road segments identified above, based on the information
presented in Plate D will be as follows:
Rt. 651 from Rt. 469 to Rt. 652: 4003 TPD / 908 TPD = 4410
Rt. 652 from Rt. 628 to Rt. 651: 10,655 TPD / 898 TPD = 1,1870
Rt. 652 from Rt. 651 to Rt. 11: 14,658 TPD / 3,128 TPD = 4690
Rt. 11 from Rt. 37 to S.C.L.: 14,658 TPD / 13,000 TPD = 1130
Calculations for the level of service for the above referenced
roads is included in appendix B. As shown in the following table,
the level of service for each road segment will drop without the
road improvements described in the "Year 2020 Long -Range Roadway
Improvements" plan.
Road Segment Existing LOS Future LOS
Rt. 651 from Rt. 469 to Rt. 652 B D
Rt. 652 from Rt. 628 to Rt. 651 B E
Rt. 652 from Rt. 651 to Rt. 11 C E
Rt. 11 from Rt. 37 to S.C.L. E E
Water Supply:
Water demand for the three phases of the new Coca-Cola
bottling facility is estimated to be approximately 88,000 gallons
per day for domestic and process water usage. At this time, the
water demand for the remainder of the site cannot be accurately
estimated due to the fact that certain uses within the Light
Industrial (M-1) Zoning District may require substantially more
water than other uses.
0
Sewage Conveyance and Treatment:
Sewage generation from the three phases of the new Coca-Cola
bottling facility will be approximately 26,400 gallons per day
which is thirty (30) percent of the water demand. At this time,
the sewage generation for the remainder of the site cannot be
accurately estimated due to the fact that certain uses within the
Light Industrial (M-1) Zoning District may generate substantially
more sewage than other uses.
Drainage:
The parcel drains to the north and east and contains no
streams or creeks. A dry pond was formed along the northern
boundary of the parcel when Route 652 was constructed. An existing
12" culvert is located under Route 652 to drain the runoff that
flows to the dry pond. Two (2) 15" x 21" culverts are located
under Route 651 to drain the runoff that flows to the east. During
the initial construction on this parcel, a storm water management
pond will be constructed in the area of the existing dry pond.
This storm water management pond will provide detention for the
entire parcel. Detention will be provided to maintain the pre -
development runoff rates for the two, ten, and twenty -five-year
storms.
Solid Waste Disposal Facilities:
Solid waste generation from the three phases of the new Coca-
Cola bottling facility will be approximately six and one half (6.5)
tons per week. At this time, the solid waste generation for the
remainder of the site cannot be accurately estimated due to the
large range or waste generation rates for the allowable uses within
the Light Industrial (M-1) Zoning District.
Historic Sites and Structures:
The Frederick County Rural Landmarks Survey does not indicate
the existence of historic structures on this property, nor does it
recognize the property as being potentially eligible for the state
and national register of historic places. The only historic site
in the vicinity of the parcel is the Kernstown Battlefield which is
on the north side of Route 652. The existing farm house is the
only historic structure on this property. The farm house is
approximately 2,400 feet from the northern property boundary.
Impact on Community Facilities:
The impacts associated with the rezoning of this parcel from
Rural Area (RA) to Light Industrial (M-1) Zoning will be on
Sheriff's Office protection, fire and rescue protection, solid
waste disposal, water distribution and sewage conveyance. There
will be no direct impacts on the educational and parks and
recreation facilities as a result of this rezoning approval.
0 •
The impacts from solid waste disposal will be small compared
to the overall input to the existing sanitary landfill. Solid
waste disposal from this property will be by a private collection
agency. The tipping fees paid to the County by the private
collection agency for the disposal of the solid waste from this
property will negate any impact on the County solid waste
facilities as a result of this rezoning.
Impacts on the water distribution and sewage conveyance
systems associated with the rezoning of this parcel from Rural Area
(RA) to Light Industrial (M-1) Zoning should represent a small
increase in the existing daily water demand and sewage collection
and treatment. It is our understanding that the Frederick County
Sanitation Authority is currently planning to extend the existing
water distribution and sewage conveyance systems near this parcel
of land. The fees paid to the Frederick County Sanitation
Authority for the water used and the sewage generated should negate
any impact on the County treatment facilities as a result of this
rezoning.
Impacts on Sheriff's Office protection associated with the
rezoning of this parcel from Rural Area (RA) to Light Industrial
(M-1) Zoning should represent a minor increase in the services
provided by the Sheriff's Office. The increase in Sheriff's Office
protection associated with the rezoning of this property to an
industrial use are much smaller than if this property would be
rezoned to a residential use. It is assumed that the Sheriff's
Office currently patrols the area around this parcel of land on a
regular basis. The additional patrols required as a result in this
rezoning will represent a small fraction of the Sheriff's Office
man-hours and budget. It is assumed that all of the facilities to
be constructed on this parcel of land will be manned twenty-four
(24) hours a day or will have security systems.
Impacts on fire and rescue protection associated with the
rezoning of this parcel from Rural Area (RA) to Light Industrial
(M-1) Zoning should represent the largest impact on the community
facilities associated with this rezoning. Based on the County's
Capital Facilities Impact Model, the capital costs not covered by
the revenues received by the rezoning of this parcel would be
$19,441.71. The developer has agreed, in the proffers, to provide
this sum to the County upon approval of the rezoning of this
property.
Other Impacts:
All of the impacts associated with the rezoning of this
property from Rural Area (RA) to Light Industrial (M-1) have been
addressed in the previous sections. There should be no other
impacts on the community facilities or the surrounding properties.
II
� I 1
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142 TPD
42 TPD (2 AXLE VEHICLES)
( ALE EHICLES
1 � I
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1 �
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(18 WHEEL DELIVERY
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7 {
(30-2 'XL''
7-6 W EEL
7-10 W EELj
3 18 W EEL.
WH EL DELIVERY)
1 30 TPD
/n\ (2 AXLE VEHICLES)
17 TPD
(7-6 WHEEL DELIVERY
7-10 WHEEL DELIVERY
13-18 WHEEL DELIVERY)
I
I
tLES
ERY
LIVERY
`VERY)
Ir-.._..
NOTE:
1. TRAFFIC DISTRIBUTION IS SHOWN AS TRIPS PER DAY (TPD).
PLATE A
WEEKDAY TRAFFIC DISTRIBUTION SCALE NOT TO SCALE
TRIAD ENGINEERING, INC.
COCA -COLA BOTTLING FACILITY DATE:1-27-98
. FREDERICK COUNTY, VIRGINIA JOB NUMBER CD-019
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11
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L••—...
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(2 AXLE VEHICLES)
j
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17 TPH
WHEEL DELIVERY
I
77-6
10 WHEEL DELIVERY
I i
13-18 WHEEL DELIVERY)
I 15 TPH
I 1
(2 AXLE VEHICLES
�^fpA
::WH�E�DE�V.Y)_.._.._..
_..J--._.._.._.._.._.._.._.._.._.._.._.. _..
oGTF
NOTE:
1. MORNING PEAK HOUR WILL BE BETWEEN 6:00 AM AND 7:00 AM,
2. TRAFFIC DISTRIBUTION IS SHOWN AS TRIPS PER HOUR (TPH)
TRIAD ENGINEERING, INC.
MORNING PEAK HOUR
TRAFFIC DISTRIBUTION
COCA -COLA BOTTLING FACILITY
FREDERICK COUNTY, VIRGINIA
PLATE B
SCALE NOT TO SCALE
DATE 1-27-98
JOB NUMBER CD-019
i lb
!!
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I
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70 TPH
I 7
2 AXLE VEHICLES) T7
i
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I
I
I
1
NOTE:
1. AFTERNOON PEAK HOUR WILL BE BETWEEN 3:00 AM AND 4:00 �•4'
2. TRAFFIC DISTRIBUTION IS SHOWN AS TRIPS PER HOUR (TPH 7.
AFTERNOON PEAK HOUR
PLATE: C
TRAFFIC
DISTRIBUTION
SCALE NOT TO SCALE
COCA -COLA
BOTTLING FACILITY
DATE:1-27-98
TRIAD ENGINEERING, INC.
FREDERICK
COUNTY, VIRGINIA
JOB NUMBER: CD-019
� I 1
2316 TPD
�(2 AXLE VEHICLES)I 1
i
2316 TPD
�.•� (2 AXLE VEHICLES)-
i'
1
I
�• I 1
j I 2861 TPD 1: 1
(2 AXLE VEHICLES)
I �
2861 TPD IM
j I (2 AXLE VEHICLES)
' 1-
_...
142 TPD
rE
TPD (2 AXLE VEHICLES)
( EHICLES
I I I
I
j I
17 TPD
7�-6 WHEEL DELIVER'
10 WHEEL DELIVER
13-18 WHEEL DELIVER'
7 { j
1936 TPD (30-2 XLE' EHICLES
V2 AXLE VEHICLES tI 7 6 W EEL LIVERY
7 10 W EELI Ell�{1VERY
27 TPD 3 18 W EEL. L`VERY)
(18 WHEEL DELIVERY) J h••
I.._.._.._L
1 _.._ _.._. �76 TO
2.AXLE VEHICLE$)_„_„_„ WH_,EL DELIV„_„
1 30 TPD
(2 AXLE VEHICLES)
Pp v
G� G
F
>j
NOTE:
1. TRAFFIC DISTRIBUTION IS SHOWN AS TRIPS PER DAY (TPO).
PLATE D
WEEKDAY TRAFFIC DISTRIBUTION SCALE: NOT TO SCALE
TRIAD ENGINEERING, INC.
ENTIRE SITE DATE:1-27-98
FREDERICK COUNTY, VIRCINIA JOB NUMBER CD-019
� II
580 TPH
-'(2 AXLE VEHICLES)I
72 TPH
�.•� (2 AXLE VEHICLES)?
� 11
� I 1
j I 705 TPH !. I
(2 AXLE VEHICLE )
I
87 TPH
I I (2 AXLE VEHICLES)*
I I
90 TPH
(2 AXLE VEHICLES)
I I
I
j I
17 TPH
I 7� 10 WHEEL DELIVERY
13-18 WHEEL DELIVERY)
60 TPH
K2 AXLE VEHICLESiI I I
I 15 TPH I I
(2 AXLE VEHICLES
I.._.._.._ LIL-
NOTE
MORNING PEAK HOUR PLATE E
TRAFFIC DISTRIBUTION SCALE: NOT TO SCALE
TRIAD ENGINEERING, INC.
ENTIRE SITE DATE 1-27-98
FREDERICK COUNTY, VIRGINIA JOB NUMBER CD-019
�,• 1 I
101 TPH
-(2 AXLE VEHICLES)I
494 TPH
' �.•� (2 AXLE VEHICLES)
I
11
j I 122 TPH !. 1
i (2 AXLE VEHICLE )
I
595 TPH lin
1 I (2 AXLE VEHICLES):
1 1
-• -• -• -• -• -• -• - -• -• -• -• - - - - - - - - - - - 70 TPH
(2 AXLE VEHICLES)
1 �
I � I
1 �
1 �
I 415 TPH 38 TPH
k2 AXLE VEHICLES (21-2 AXLE VEHICLES I I
7-6 WHEEL DELIVERY
I i 7-10 WHEEL DELIVERY I I
3-18 WHEEL DELIVERY)
T.
_•,J--._.._. SZA2SL.�y.EHLGL�i>._.._.._.. _.. WH��L DELIVERY)-.._.._..
G�, L
F
NOTE:
1. AFTERNOON PEAK HOUR FOR COCA -COLA WILL BE BETWEEN
3:00 PM AND 4:00 PM.
2. AFTERNOON PEAK HOUR FOR THE REMAINING OFFICE SITES WI'.
BE BETWEEN 5:00 AM AND 6:00 AM.
3. TRAFFIC DISTRIBUTION IS SHOWN AS TRIPS PER HOUR (TPH).
AFTERNOON PEAK HOUR PLATE: F
TRAFFIC DISTRIBUTION SCALE NOT TO SCALE
TRIAD ENGINEERING, INC.
ENTIRE SITE DATE 1-27-98
FREDERICK COUNTY, VIRCINIA TDB NUMBER CD-019
• 0
APPENDIX A
NEW COCA -COLA BOTTLING FACILITY
ARRIVALS
VEHICLE TYPE
2 AXEL VEHICLES
12:OOPM-6:OOAM
6:00-7:00 AM
7:00-8:00 AM
42
8:00 AM-3:00 PM
3:00_-4:OOPM
4:00-5:00 PM
5:00-12:OOPM
TOTAL
9
90
10
21
172
ROUTE DELIVERY 6 WHEEL STRAIGHT
7
7
ROUTE DELIVERY 10 WHEEL SEMI
7
ROUTE DELIVERY 18 WHEEL SEMI 45' TRAILER
3
3
TRANSPORT 18" WHEEL SEMI 45' TRAILER
3
1
10
9
4
27
TOTAL
9
93
43
20
47
0
4
216
DEPARTURES
VEHICLE TYPE
2 AXEL VEHICLES
12:OOPM-6:OOAM
6:00-7:00 AM
7:00-8:00 AM
8:00 A_M-3:00 PM
3:00-4:OOPM
4:00-5:00 PM
5:00-12:OOPM
TOTAL
11
15
10
70
66
172
ROUTE DELIVERY 6 WHEEL STRAIGHT
7
7
ROUTE DELIVERY 10 WHEEL SEMI
7
7
ROUTE DELIVERY 18 WHEEL SEMI 45' TRAILER
3
3
TRANSPORT 18" WHEEL SEMI 45' TRAILER
19
3
5
27
TOTAL
30
32
0
13
70
1 66
5
216
•
APPENDIX B
0
M
8-31
TWO-LANE HIGHWAYS
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Existing
Site Identification:Route 651 (Rt. 469-Rt. 652) Date:/27/98
Time:
Name: Steve Patton Checked by:
I. GEOMETRIC DATA
Shoulder
2 ft
Design Speed. 35
mph
% No Passing: 100
%
-----------------
NORTH
21 ft
Terrain (L,R,M):
Shoulder
2 ft Segment Length: 0.35
mi
II. TRAFFIC DATA
Total Volume, Both Dir. 136 vph Directional Distribution: 70/30
Flow Rate = Volume - PHF
Traffic Com osition: 5 %T, 0
%RV,
%B
156 = 136 _ 0.87 PHF: 0.81
III. LEVEL OF SERVICE ANALYSIS
SF, = 2,800 X (v/c); X fd X fw X f Hv
f Hv = 1 / [1 + PT(ET
1) +
PR(ER-1) + PB(EB
1)]
LOS
SF = 2,800 X (v/c) X fd X fw X fHv
PT
ET
PR
ER
Pa
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
67
2,800
0.04
0.89
0.72
0.95
b.OE
2.0
0
2.2
0
1.8
B
270
2,800
0.16
0.89
0.72
0.94
L.0512.2
0
2.5
0
2.0
C
540
2,800
0.32
0.89
0.72
0.94
D.05
2.2
.0
2.5
0
2.0
D
972
2,800
0.57
0.89
0.72
0.95
D.05
2.0
0
1.6
0
1.6
E
2,012
2,800
1.00
0.89
0.85
0.95
D.05
2.0
0
1 1.6
0
1 1.6
IV. COMMENTS Flow Rate 156 vph
LOS = B
Assume.70%/30% directional distribution.
DHV = AADT x K where AADT = 908, K = 0.15
DHV = 908 x 0.15 = 136 VDH
TWO-LANE HIGHWAYS . 8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Future
Site Identification: Route 651 (Rt. 469-Rt. 652)
Date: 1/27/98 Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
Shoulder
2 ft Design Speed: 35
100
mph
No Passing:
--------- -------
NORTH
21 ft Terrain (L,R,M):
Shoulder
2 ft Segment Length: 0.35 mi
II. TRAFFIC DATA
Total Volume, Both Dir. 737 vph Directional Distribution: 70/30
Flow Rate = Volume - PHF
Traffic Com osition: 5 %T, 0
%RV %B
792 = 737 . - 0.93 PHF: 0. �3
III. LEVEL OF SERVICE ANALYSIS
SF, = 2,800 X NO, X fd X f, X f Hv
f Hv = 1 / [1 + PT(ET-1)
+
PR(ER-1) + PB(EB-1)1
LOS
SF = 2,800 X (v/c) X fd X fW X fHv
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
68
2,800
0.04
0.89
0.72
0.95
b.05
2.0
0
2.2
0
1.8
B
270
2,800
0.16
0.89
0.72
0.94
0.05
2.2
0
2.5
2.0
C
540
2,800
0.32
0.89
0.72
0.94
0.05
2.2
0
2.5
0
2.0
D
972
2,800
0.57
0.89
0.72
0.95
.05
2.0
0
1.6
0
1.6
E
2,012
2,800
1.00
J_0=.890.85
0.95
.051
2.0
1 0
1.6
10
11.6
IV. COMMENTS Flow Rate 792 vph
LOS = D
Assume 70%/30% directional distribution.
DHV = AADT x K where AADT = 4,911, K = 0.15
DHV = 4,911 x 0.15 = 737
• TWO-LANE HIGHWAYS • 8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Existing Route 652
Site Identification. (From Rt. 628 to .Rt. 651) Date: 1/27/98
Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
35
Shoulder
2 fc
Design Speed.
mph
No Passing: 100
- - - - - - - - - - - - - - -
NORTH
-
20 ft
Terrain (L,R,M):
Shoulder
2 ft
Segment Length: 0.40
mi
II. TRAFFIC DATA
Total Volume, Both Dir. 135 vph Directional Distribution:
70Z30
Flow Rate = Volume _ PHF Traffic Composition: 5 %T, 0
%RV,
%B
155 _ 135 _ 0.87 PHF: 0.8
III. LEVEL OF SERVICE ANALYSIS
SF; = 2,800 X NO, X fd X f W X f Hv
f Hv = 1 / [1 + PT(ET-1)
+
PR(ER-1) + PB(EB-1)]
LOS
SF = 2,800 X (v/c) X fd X fW X fHv
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
64
2,800
0.04
0.89
0.68
0.95
ME
2.0
0
2.2
0
1.8
B
255
2,800
0.16
0.89
0.68
0.94
.0. 0
2.2
0
2.5
0
2.0
C:
510
2,800
0.32
0.89
0.68
0.94
O.OE
2.2
0
2.5
0
2.0
D
917
2,800
0.57
0.89
0.68
0.95
ME
2.0
0
1.6
0
1.6
E
1,918
2,800
1.00
0.89
0.81
0.93
0.0
2.0
0
1.6
0
1.6
IV COMMENTS Flow Rate 153 vph
LOS
= B
Assume 70%/30% directional distribution.
DHV = AADT x K where AADT = 898, K = 0.15
DHV = 898 x 0.15 = 135 VDH
0 TWO-LANE HIGHWAYS
.
8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Future
Site Identification: Route 652 (Rt. 628-Rt. 651)
Date: 1/27/98
Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
35
Shoulder
\y
2 ft
Design Speed:
100
mph
% No Passing:
NORTH
_
20 ft
Terrain (L,R,M):
0
40
Shoulder
2-ft
Segment Length: .
mi
II. TRAFFIC DATA
Total Volume, Both Dir. 1386 vph Directional Distribution: 70/30
Flow Rate = Volume - PHF
Traffic Composition:
5 %T, 0
%RV,
0 %B
1474 - 1386 _ 0.94 PHF: 0.94
III. LEVEL OF SERVICE ANALYSIS
SF; = 2,800 X (v/c); X fd X f W X f Hv
f Hv = 1 / [1 + PT(ET-1)
+
PR(ER-1) + PB(EB-1)]
LOS
SF = 2,800 X (v/c) X fd X fW X fHv
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
64
2,800
0.04
0.89
0.68
0.95
..05
2.0
0
2.2
.0
1.8
B
255
2,800
0.16
0.89
0.68
0.94
D.05
2.2
0
2.5
0
2.0
C
510
2,800
0.32
0.89
0.68
0.94
P.05
2.2
0
2.5
0
2.0
D
917
2,800
0.57
0.89
0.68
0.95
D.05
2.0
0
1.6
0
1.6
E
1,917
2,800
1.00
0.89
0.81
0.95
0.0512.0
0
1.6
0
1.6
IV. COMMENTS Flow Rate 1474 vph
LOS =
E
Assume 70%/30% directional distribution.
DHV = AADT x K where AADT = 11,550, K = 0.12
DHV = 11,553 x 0.12 = 1386 VDH
0 TWO-LANE HIGHWAYS • 8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Existing Route 652
Site Identification: (From Rt. 651 to Rt.
11) Date: 1/27/98 Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
35
Shoulder
4 ft Design Speed:
mph
% No Passing: 100
----------------
NORTH
24 ft Terrain (L,R,M):
Shoulder
4 ft Segment Length: 0.25
mi
II. TRAFFIC DATA
Total Volume, Both Dir. 469
vph Directional Distribution: 50/50
Flow Rate = Volume - PHF
Traffic Composition: 10 %T, 0
%RV,
0 %B
515 = 469 _ 0.91
PHF: 0.91
III. LEVEL OF SERVICE ANALYSIS
SF; = 2,800 X (v/c), X fd X f W X
f Hv
f Hv = 1 / [1 + PT(ET-1)
+
PR(ER-1) + PB(EB-1)]
LOS
SF = 2,800 X (v/c) X fd X f, X fHv
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4
Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
86
2,800
0.04
1.00
0.81
0.91
0.1C
2.0
0
2.2
0
1.8
B
323
2,800
0.16
1.00
0.81
0.89
P.1
2.2
0
2.5
0
2.0
C
646
2,800
0.32
1.00
0.81
0.89
0.10
2.2
0
2.5
0
2.0
D
1,176
2,800
0.57
1.00
0.81
0.91
0.10
2.0
0
1.6
0
1.6
E
1,784
2,800
1.00
1.00
0.70
0.91
.10
2.0
0
1.6
0
1.6
IV. COMMENTS Flow Rate 469
vph
LOS = C
Assume 50%/50% directional distribution for G.E. shift work.
DHV = AADT x K where AADT = 3128, K = 0.15
DHV = 3,128 x 0.15 = 469 VDH
0 TWO-LANE HIGHWAYS 0 8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Future
Site Identification: Route 652 (Rt. 651-Rt. 11)
Date: 1/27/98
Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
Shoulder
�_ ft
Design Speed: 35 mph
No Passing: 100
----------------
NORTH
24 ft
Terrain (L,R,M):
Shoulder
4 ft
Segment Length: 0.25 mi
II. TRAFFIC DATA
Total Volume, Both Dir. 2134 vph
Directional Distribution:
50/50
Flow Rate = Volume - PHF
Traffic Composition: 5 %T, 0
%RV, L %B
2223 = 2134 _ 0.96
PHF: 0.96
III. LEVEL OF SERVICE ANALYSIS
SF;=2,800XNO, XfdXfWXfHV
fHv=1/[1+PT(ET--1)+
PR(ER-1) + PB(EB-1)]
LOS
SF = 2,800 X (v/c) X fd X fW
X fHv
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
92
2,800
0.04
1.00
0.81
0.95
0.05
2.0
0
2.2
0
1.8
B
341
2,800
0.16
1.00
0.81
0.94
.05
2.2
0
2.5
C
689
2,800
0.32
1.00
0.81
0.94
.05
2.2
0
2.5
0
2.0
D
1,228
2,800
0.57
1.00
0.81
0.95
.05
2.0
0
1.6
0
1.6
E
1,862
2,800
1 1.00
1.00
0.70
0.95
).051
2.0
0
1.6
0
1.6
IV. COMMENTS Flow Rate 2223 vph
LOS
= E
Assume 50%/50% directional distribution
for G.E. shift work.
DHV = AADT x K where AADT = 17,786 K =
0.12
DHV = 17,786 x 0.12 = 2,134 VDH
• TWO-LANE HIGHWAYS . 8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Existingg
Site Identification: Route 11 ( S.C.L. - Rt . 37)
Date: 1 / 27 / 98
Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
35100
TShoulder
4 ft
Design Speed:
mph
% No Passing:
%
_ _
NORTH
_
24 ft
Terrain (L,R,M):
Shoulder
4 ft
Segment Length:
mi
II. TRAFFIC DATA
Total Volume, Both Dir. 1,950 vph Directional Distribution: 50/50
Flow Rate = Volume - PHF Traffic Compposition:
5 %T, 0
%RV,
0 %B
2031 = 1950 - 0.96 PHF: 0.96
III. LEVEL OF SERVICE ANALYSIS
SF; = 2,800 X (v/c); X fd X f W X f Hv
f Hv =1 / [1 + PT(ET-1)
+
PR(ER-1) + PB(EB-1)]
LOS
SF = 2,800 X (v/c) X fd X fW X fHv
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
98
2,800
0.04
1.00
0.92
0.90
.05
2.0
0
2.2
0
1.8
B
387
2,800
0.16
1.00
0.92
0.88
0.05
2.2
0
2.5
0
2.0
C
775
2,800
0.32
1.00
0.92
0.88
0.05
2.2
0
2.5
0
2.0
D
1,395
2,800
0.57
1.00
0.92
0.90
.051
2.0
0
1.6
0
1.6
E
2,580
2,800
1.00
1.00
0.97
0.90
.05
2.0
0
1.6
0
1.6
IV. COMMENTS Flow Rate 2031 vph
LOS
= E
Assume 50%/50% directional distribution.
DHV = AADT x K where AADT = 13,000 VPD, K = 0.15 for
level terrain
DHV = 13,000 x 0.15 = 1,950 VDH
• TWO-LANE HIGHWAYS 0 8-31
WORKSHEET FOR GENERAL TERRAIN SEGMENTS
Future
Site Identification: Route 11 (S.C.L.-Rt. 37)
Date: 1/27/98
Time:
Name: Steve Patton
Checked by:
I. GEOMETRIC DATA
Shoulder
(D
4 ft
Design Speed: 35100
mph
% No Passing:
%
----------------
NORTH
24 ft
Terrain (L,R,M):
L
Shoulder
4 ft
Segment Length:
mi
II. TRAFFIC DATA
Total Volume, Both Dir. 2766 vph Directional Distribution: 50/50
Flow Rate = Volume - PHF Traffic Composition:
10 %T, 0
%RV,
0 %B
2881 = 2766 - 0.96 PHF: 0.96
III. LEVEL OF SERVICE ANALYSIS
SF; = 2,800 X (v/c), X fd X fW X fHV
fHV
=1 / [1 + PT(ET-1)
+
PR(ER-1) + PB(EB-1)1
LOS
SF = 2,800 X (v/c) X fd X fW X fHV
PT
ET
PR
ER
PB
EB
Table 8-1 Table 8-4 Table 8-5
Table 8-6
Table 8-6
Table 8-6
A
98
2,800
0.04
1.00
0.92
0.93
ME
2.0
0
2.2
0
1.8
B
387
2,800
0.16
1.00
0.92
0.94
0.05
2.2
0
2.5
0
2.0
C
775
2,800
0.32
1.00
0.92
0.94
0.05
2.2
0
2.5
0
2.0
D
1,395
2800
0.57
1.00
0.92
0.95
0.05
2.0
0
1.6
0
1.6
E
2,580
2,800
1.00
1 1.00
0.97
0.95
Oq
2.0
0
1.6
0
1.6
IV. COMMENTS Flow Rate 2881 vph
LOS =
E
Assume 50%/50% directional distribution.
DHV = AADT x K where AADT = 27,658, K = 0.10
DHV = 27,658 x 0.10 = 2,766
LAW OFFICES
LARRICK AND WHITE
WINCHESTER. VINCINIA
r
1�
#f2464
LOUI5 STEVEN WHITACRE, ET AL8
TO: DEED
JOHN W. WHITACRE ET ALS
359 'cacE 19�3 '
l ooc�,
THIS DEED, made this day of ✓ cc. c 1969
between Louis Steven Whitacre and Constance H. Whitacre, his wife,
Marjorie Scrivener, single, Annie B. Scrivener, single, Harry
W. Aikens and Christine Aikens, his wife, Mary June Aikens,
d8 % 3iD a
single, Walter Aikens, single, Nancy A. Craun and James Craun,
P-f & 0
her husband, Frances S. Mason -and Garland Mason, her husband,
Cornelius
Juanita S. Driver and Driver, her husband, Beth 0. Whitacre
Robertson and Paul Robertson, her husband, Freda Loy Fisher and
Ralph Fisher, her husband, Clark S. Loy and Hildegard Loy, his
wife, Caroline Whitacre Loy, widow, John W. Whitacre and Mary D.
Whitacre, his wife, Esther G. Whitacre, widow, Rhoda W. Maddox
and Joseph E. Maddox, her husband, first parties, hereinafter
called the Grantors; John W. Whitacre and Mary D. Whitacre, his
Wife, Esther G. Whitacre, widow, and Rhoda W. Maddox, second
fClr.l L..
parties, hereinafter called the Grantees.
WHEREAS: By his Will dated February 11, 1924 and recorded
in the Office of the Clerk of the Circuit Court of Frederick
County, Virginia in Will Book 47, Page 567, W. C. Whitacre direct-
ed his Executors to hold all\his real property except a tract of
40 acres improved by his residence in trust for six (6) years afte
his death, and upon the expiration thereof directed that said
property shall pass absolutely share and share alike to his eight
(8) children and his wife Annie M. Whitacre; and further devised
the said tract of 40 acres improved by his residence to his wife
for her life, and upon her death to pass in equal porportions to
his children; and,
WHEREAS: By deed dated December 26, 1929 and recorded in
said Clerk's Office in Deed Book 159, Page 497, five (5) of the
16
LAW 0 .....
LAHRICK ANO WHITE
WINCHESTER. VIROINIA
B.GK 359 6GE 144
children of W. C. Whitacre conveyed.all of their right, title and
interest in and to the land hereinafter conveyed to his other
children, Fred A. Whitacre; Landon B. Whitacre and John W. Whitacr ,-
and all parties agreed that Annie•M.*Whitacre have a life estate
in a tract of 185 acres rather than 40 acres as set forth in the
Will of W. C. Whitacre; and,
WHEREAS: Annie M. Whitacre was recited to be a party
to said deed but neglected to execute same and failed to convey
her interest in the land described therein; and
WHEREAS: Annie M. Whitacre died intestate in 1937, and
the Grantors are all of her heirs at law now living; and,
WHEREAS: Following the recordation of said deed dated
December 26, 1929, Fred A. Whitacre, Landon B. Whitacre and John
W. Whitacre made open, notorious, adverse and hostile claim to
the land herein conveyed; and,
WHEREAS: By his Will dated December 14, 1943 and recorde
i
in said Clerk's Office in Will Book 64, Page 189 Landon B. Whitacr
devised his real estate one-third to his wife Esther G. Whitacre
and two-thirds to his daughter Rhoda W. Maddox; and,
i
WHEREAS: Following the death of Landon B. Whitacre,
Fred A. Whitacre and John W. Whitacre, Esther G. Whitacre and Rhod
W. Whitacre made open, notorious, adverse and hostile claim to
I
all of the land herein conveyed; and,
WHEREAS: By deed dated July 30, 1962 and recorded in
Deed Book 281, Page 339, and by deed of correction dated November ,
1962 and recorded in said Clerk's Office in Deed Book 303, Page
445, and also by deed dated November 5, 1962 and recorded in said
Clerk's Office in Deed Book 303, Page 357, Esther G. Whitacre and
. -2-
0
LAW OFFICES
LARRICK AND WHITE
WINCHESTER, VIRGINIA
BOOK 359 PACE W
Rhoda W. Maddox, et vir conveyed all their right, title and in-
terest in the land described'tierein as Parcel A to John W. Whita
and Fred A Whitacre; and,
WHEREAS: Fred A. Whitacre conveyed to himself for life,
remainder after his death to John W. Whitacre and Mary D. Whitacre
all his right, title and interest in and to the land described as
Parcel A, by deed dated September 19, 1964 and recorded in said
Clerk's Office in Deed Book 303, Page 449; and,
WHEREAS: Fred A.Whitacre, Landon B. Whitacre et ux, and
John W. Whitacre, et ux conveyed the land described herein as
Parcel B to Landon B. Whitacre and Esther G. Whitacre, his wife,
and John W. Whitacre and Mary D. Whitacre, his wife, jointly and
in equal porportions, by deed dated April 7, 1959 and recorded in
said Clerk's Office in Deed Book 257, Page 72; and,
WHEREAS: Fred A. Whitacre died testate and by his Will
Idated May 29, 1961 and recorded in said Clerk's Office in Will
(Book 68, at Page 432, devised his interest in Parcel A to John W.
(Whitacre; and,
WHEREAS: John W. Whitacre and Mary D. Whitacre conveyed
to themselves, jointly, the land described herein as Parcel A by
deed dated August 1, 1967 and recorded in said Clerk's Office in
�IDeed Book 334, Page 357; and,
WHEREAS: Since the death of Fred A. Whitacre, John W.
Whitacre and Mary D. Whitacre made open, notorious, adverse and
hostile claim to the property described in Parcel A and a one-
half undivided interest in the property described in Parcel B; and
Esther G. Whitacre has made open, notorious, adverse and hostile
claim to a one -sixth undivided interest in the property described
Ilin Parcel B; and Rhoda W. Maddox has made open, notorious, adverse
-3-
LAw ornccs
LARRICK AND WHITE
WINCHESTER. VIRCINIA
BOOK 359 ensE 146
and hostile claim to a one-third undivided interest in the propert
described as Parcel B;
NOW THEREFORE, THIS DEED WITNESSETHs That for and in
consideration of the sum of Ten Dollars ($10.00), cash in hand
Paid and other valuable consideration, receipt whereof is hereby
acknowledged, the Grantors do grant and convey unto John W. Whitac
and Mary D. Whitacre all of their right, title and interest in
and to the following described tract or parcel of land: I
Parcel As
Tract No. 1. All those parcels of land numbered 1, 2, 3,
4 and 5 in that certain deed dated July 30, 1962, from Esther G.
Whitacre, et al, to Fred A. Whitacre and John W. Whitacre recorde
in the Clerk's Office of the Circuit Court of Frederick County,
Virginia in Deed Book 281, at Page 339. LESS the parcels referrl
to in that certain deed of correction from Esther G. Whitacre,
et al to Fred A. Whitacre and John W. Whitacre dated the 5th
day of November, 1964 and recorded in said Clerk's Office in Deed
Book 303, Page 445.
Tract No. 2. All of that certain tract or parcel of
land, lying and situated in Frederick County, Virginia, about six
(6) miles Northwest of Winchester, Virginia, on the West side of
the North Frederick Grade, and described as beginning at a planted
stone on the West side of North Frederick Grade, and running in
a westernly direction 450 feet to a twin chestnut oak; thence in
a southernly direction 193 feet to a twin red oak; thence in an
=_asternly direction 500 feet to a planted stone on the West side
3f the said Grade; thence in a northernly direction along said
3rade 185 feet to'the beginning, containing two (2) acres and 755
>quare feet, more or less, and being the same realty conveyed to
-4-
LAW OFFICES
LARRICK AND WHITE
WINCHESTER, VIRGINIA 11
BOOK 359 FAE 147
i
W. C. Whitacre Sons by deed Of J. W. Baker, Trustee, dated
December 7, 1936 and recorded in the Clerk's Office of the Circuit
Court of Frederick County, Virginia, in Deed Book 173, at Page
103. LESS and EXCEPTING therefrom that certain strip of land
containing 1.04 acres, more or less, heretofore conveyed by W.
C. Whitacre Sons to the Commonwealth of Virginia by deed dated
i
April 19, 1937, and recorded in said Clerk's Office in Deed Book
174, at Page 319.
I
FURTHER WITNESSETHE That for and in consideration of
the sum of Ten Dollars ($10.00), cash in hand paid and other
valuable consideration, receipt whereof is hereby acknowledged,
the Grantors do grant and convey to John W. Whitacre and Mary D.
Whitacre a one-half undivided interest, to Esther G. Whitacre a
one -sixth undivided interest, and to Rhoda W. Maddox a one-third
undivided interest in all of their right, title and interest in
and to the following parcel of land.
Tract Bs
All that certain tract or parcel.of land containing 58
acres, 3 roods and 11 poles more or less, together with all im-
provements and appurtenances thereto belonging, lying and being
situate about one-fourth mile West of Kernstown, in Shawnee
District, Frederick County, Virginia, and being the same land
that was conveyed to the late W. C. Whitacre by W. S. Woodruff
i
at ux, by deed dated April 13, 19110.and of record in the Clerk's
Dffice of the Circuit Court of Frederick County, Virginia, in
Deed Book No. 142, Page 129, and further being the same land
identified as Parcel FIFTH in that certain deed from Harry S.
Witacre et al to Fred A. Whitacre, Landon B. Whitacre and John W.
-5-
CJ
bocK 359 PAGE M
Whitacre, bearing date of December 26, 1929, of record in said
Clerk's Office in Deed Book No. 159; Page 497.
This conveyance is made subject to the restrictions,
easements and building lines of record, if any, affecting the
aforesaid realty.
The Grantors covenant that they have the right to convey
said realty to the Grantees; that the Grantees shall have quiet
Possession thereof, free from all encumbrances; that they have
done no act to encumber said realty and that they will execute s
further assurances thereof as may be requisite.
WITNESS the following signatures and seals:
Louis Steven Whitacre (SEAL
Constance H. Whitacre (SEAL
Marjori Scrivener
—ayl'u 07 i (SEAL
Annie B. Scrivener
EAL
rry—W,—A' s
�i, f. i� F Y+/ • /� /'g j�> 5 (SEAL;
Christine A'( Aikens
/ LCi/l'✓ (SEAL
Ma y ne A' ens
(SEAL
Walter Aikens
EAW CI(ICE,
IARRICK AND
WINCHESTER• VIRCINIA (�
(SEA
Nanby A. C un
I -6-
T A X R E C E I P T -
Y E A R
1 9 9 7
Ticket
##:00331560002 �@
COUNTY OF FREDERICK
WILLIAM ORNDOFF, JR
•C.
Date
0
: 11/24/97
Register:
BHH/XI
P.O. BOX 225
Trans.
##: 55457
Dept ##
RE9702
WINCHESTER VA 22604
ACCT##
20037
1997 R.E.TAXES
Previous Principal
58.75 ACRES
63 A
58
Balance $
104.10
Acres:
58.75
Principal Being Paid $
52.05
Land: 587500
Imp:
0
Penalty $
.00
Interest $
.00
WHITACRE, LANDON B. ET ALS
Amount Paid $
52.05
C/O JOHN W. WHITACRE
780 REDLAND RD
*Balance Due
WHITACRE, VA
as ofll/24/97$
52.05
22625 2251
CK 1U
583
Pd by WHITACRE, ESTHER
ANY BALANCE DUE DOES NOT
INCLUDE
PENALTY AND
INTEREST.
(DUPLICATE)
. •-+ L y - ,_., ii :C
1. 9 7 ! Tick -et
: {JU J,J1JUl%U tIG i`
OF FREDERICK
Date
11/25/97
C. WILLIAM VRIVDV2 P JR
- .
iTeg1� Lel I.VS� A_L
P.O. BOX 225
Trans.
##: 67636
Dept ##
RE9702
WINCHESTER VA 22604
ACCT##
20037
1997 R.E.TAXES
Previous Principal
58.75 ACRES 63 A
58 Balance $
52.05
Acres:
58.75
Principal Being Paid $
52.05
Land: 587500 Imp:
0 Penalty $
.00
Interest $
.00
WHITACRE, LANDON B. ET ALS
Amount Paid $
52.05
C/O JOHN W. WHITACRE
780 REDLAND RD
*Balance Due
WHITACRE, VA
as ofll/25/97$
.00
22625 2251
CK 1U
7690
Pd by AILSWORTH, MARIKA W
ANY BALANCE DUE DOES NOT INCLUDE PENALTY AND INTEREST. (DUPLICATE)
Frederick County
Treasurer's Office
107 North Kent Street
( Physical Address )
Important Dates
Jan. 2 Motor Vehicle Decals go on sale
Jan. 31 Dog Tags are due
Feb. 15 Motor Vehicle Decals are due
Mar. 1 Business Equipment/License must be filed
with the Commissioner of the Revenue
Apr. 1 Business License must be paid to the
the Treasurer's Office
June 5 First half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Nov. 1 Dog tags go on sale
Dec. 5 Second half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Other due dates as billed by the Comm, of Revenue
Mailing Address
C. William Orndoff, Jr. Treasurer
P. O. Box 225
Winchester, Virginia 22604-0225
We are now located in the new building. Suite 100
Treasurer's Office Hours
Monday thru Friday 8:30am to 5:00pm
(extended hours will be offered prior to
Feb. 15, June 5, and Dec. 5 for your convenience)
For any questions pertaining to payments
call the Treasurer's Office at (540) 665-5607
Frederick County
Treasurer's Office
107 North Kent Street
( Physical Address )
Important Dates
Jan. 2 Motor Vehicle Decals go on sale
Jan. 31 Dog Tags are due
Feb. 15 Motor Vehicle Decals are due
Mar. 1 Business Equipment/License must be filed
with the Commissioner of the
Revenue
Apr.
1 Business License must be paid
to t*
the Treasurer's Office
June
5 First half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Nov.
1 Dog tags go on sale
Dec.
5 Second half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Other
due dates as billed by the Comm.
of Revenue
Questions about vehicle values, or other assessment
questions contact the Commissioner of the Revenue at
1540) 665-5681
Mailing Address
C. William Orndoff,TreP. asurer
Box 225
Winchester, Virginia 22604-0225
We are now located in the new building. Suite 100
Treasurer's Office Hours
Monday thru Friday 8:30am to 5:00pm
(extended hours will be offered prior to
Feb. 15, June 5, and Dec. 5 for your convenience)
For any questions pertaining to payments
call the Treasurer's Office at (540) 665-5607
1 9 9 7
Ticket #:00331570002
T A X R E C E I P T
COUNTY OF FREDERICK
C. WILLIAM ORNDOFF, JR
P.O. BOX 225
� WINCHESTER VA 22604
1997 R.E.TAXES
7.00 ACRES
Y E A R
0
63 A
Acres:
Land: 70000 Imp:
WHITACRE, LAivDON B. ET ALS
C/O JOHN W. WHITACRE
780 REDLAND RD
WHITACRE, VA
22625 2251
W
ate : 11/24/97
egister: BHH/xI
Trans. ## : 55457
Dept ## RE9702
ACCT## 20039
Previous Principal
59 Balance $ 11.47
7.00
Principal Being Paid $ 5.74
0 Penalty $ .00
Interest $ .00
Amount Paid $ 5.74
*Balance Due
as ofll/24/97$ 5.73
CK lU 583
IPd by WHITACRE, ESTHER
ANY BALANCE DUE DOES NOT INCLUDE PENALTY AND INTEREST.
T A X R E C E I P T - Y E A R 1 9 9 7
COUNTY OF FREDERICK
C. WILLIAM ORNDOFF, JR
P.O. BOX 225
WINCHESTER VA 22604
(DUPLICATE)
Ticket ##:00331570002
Date :
11/25/97
Register:
COS/xi
Trans. ##:
67636
Dept ##
RE9 702
ACCT##
20039
1997 R.E.TAXES Previous Principal
7.00 ACRES 63 A 59 Balance $ 5.73
Acres: 7.00
Principal Being Paid $ 5.73
Land: 70000 Imp: 0 Penalty $ .00
Interest $ .00
WHITACRE, LANDON B. ET ALS Amount Paid $ 5.73
C/O JOHN W. WHITACRE
780 REDLAND RD *Balance Due
WHITACRE, VA as of11/25/97$ .00
22625 2251 CK 1U 7690
Pd by AILSWORTH, MARIKA W
ANY BALANCE DUE DOES NOT INCLUDE PENALTY AND INTEREST. (DUPLICATE)
Frederick County
Treasurer's Office
107 North Kent Street
( Physical Address )
Important Dates
Jan. 2 Motor Vehicle Decals go on sale
Jan. 31 Dog Tags are due
Feb. 15 Motor Vehicle Decals are due
Mar. 1 Business Equipment/License must be filed
with the Commissioner of the Revenue
A1 Business License must be paid to the
pr.
the Treasurer's Office
June 5 First half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Nov. 1 Dog tags go on sale
Dec. 5 Second half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Other due dates as billed by the Comm. of Revenue
40 Mailing Address
C. William Orndoff, Jr. Treasurer
P. O. Box 225
Winchester, Virginia 22604-0225
We are now located in the new building. Suite 100
Treasurer's Office Hours
Monday thru Friday 8:30am to 5:00pm
(extended hours will be offered prior to
Feb. 15, June 5, and Dec. 5 for your convenience)
For any questions pertaining to payments
call the Treasurer's Office at (540) 665-5607
Frederick County
Treasurer's Office
107 North Kent Street
( Physical Address )
Important Dates
Jan. 2 Motor Vehicle Decals go on sale
Jan. 31 Dog Tags are due
Feb. 15 Motor Vehicle Decals are due
Mar. 1 Business Equipment/License must be filed
with the Commissioner of the Revenue
Apr. 1 Business License must be paid to the
the Treasurer's Office
June 5 First half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Nov. 1 Dog tags go on sale
Dec. 5 Second half taxes due
Personal Property
Real Estate
Sanitary District
Street Lights
Other due dates as billed by the Comm, of Revenue
Mailing Address
C. William Orndoff, Jr. Treasurer
P. O. Box 225
Winchester, Virginia 22604-0225
We are now located in the new building. Suite 100
Treasurer's Office Hours
Monday thru Friday 8:30am to 5:00pm
(extended hours will be offered prior to
Feb. 15, June 5, and Dec. 5 for your convenience)
For any questions pertaining to payments
call the Treasurer's Office at (540) 665-5607
0 . C 4�L,-t� CY4-qe
J. Craig Sewell & Associates
"celebrating 90 years in business"
2503 Windwood Drive
Winchester, VA 22601
Phone 540-722-3262
Fax 540-722-6766
email sewell@visuallink.com
March 5, 1998
Mr. George L. Romine
Frederick County Planning Commission
Westminister Canterbury
Box 104, Cottage Drive
Winchester, VA 22603
RE: proposed rezoning of land at Valley Mill Road and Shady Elm Road from RA to M1
Dear Mr. Romine,
I am writing as a concerned citizen and as a Board Member of the Kernstown Battlefield
Association.
It has come to my attention that the proposed rezoning of land referenced above will be coming to
the attention of the Frederick County Planning Commission in the next month or two. The rezoning
will allow the construction of a manufacturing facility for Coca-Cola and possible corporate
headquarters in the future. This will be a plus for the Winchester -Frederick County area and I
support this rezoning. I understand the property in question is in the Urban Development Area and
is well suited to this use.
This property is, however, directly across Valley Mill Road from the Grim farm the Kernstown
Battlefield Association is trying desperately to acquire. With the proposed M1 zoning, building
height maximum is 60 feet. This would be substantially detrimental to the view shed from the
Kernstown Battlefield. I understand the proposed Coca-Cola plant wi!I only be 38 feet in height
which would obviously be less of a detriment to the battlefield's view shed.
I am writing in support of the Historic Resources Advisory Board recommendation that the building
height on all of the land proposed for rezoning be limited to 40 feet. This limitation would not
disallow the Coca-Cola facility or like facilities and would be a tangible benefit to the Kernstown
Battlefield.
This limitation of building height is supported by sound planning as recommended in the 1997
Frederick County Comprehensive Policy Plan to "protect the historic resources in Frederick County"
and to "promote the preservation and protection of Civil War Battlefield resources". It is also
supported by the Battlefield Network Plan that was adopted by Frederick County and the City of
Winchester. The Plan's recommendations for Local Planning include "Provisions should be made
for protecting the historic and scenic character of views around key battlefields sites and along
designated tour routes".
Thank you for your consideration in this matter and keep up the good work you are doing for
Frederick County in an often "thankless" job.
Sincerely,
/1
Craig Sewell
J. Craig Sewell & Associates
"offering quality real estate appraisal service to the Northern Shenandoah Valley"
-I
�1
o
�c'�Mnx T+d's 0
COMMONWEALTH ®f VIRC-jINIA
DEPARTMENT OF TRANSPORTATION
DAVID R. GEHR EDINBURG RESIDENCY
COMMISSIONER 14031 OLD VALLEY PIKE
P.O. BOX 278
EDINBURG, VA 22824-0278
March 2,1998
Mr. Bill Hailey
C/O Winch. -Fred. Co. Economic Dev. Counsel
45 East Boscawen Street
Winchester, VA 22601
Dear Mr. Hailey:
JERRYA. COPP
RESIDENT ENGINEER
TELE(540)984-5600
FAX (540) 984-5607
Ref: Coca-Cola Project
Routes 651 & 652 Improvements
Frederick County
Attached are the estimated cost figures for the right-of-way improvements to
Routes 651 and 652 adjacent to the proposed Coca-Cola facility. These costs include the
full cost of a traffic signal of which Coca-Cola will agree to participate at 25 % or $20,000
when traffic warrants demonstrate such a need.
These figures are a guide only; contractor estimates may vary.
Should you have any questions, do not hesitate to call.
SAM/ rf
Enclosure
xc: Mr. N. K. Sparks
Mr. Kris Tierney
Sincerely,
I�
Steven A. Melnikoff
Transportation Engineer
WE KEEP VIRGINIA MOVING
Coca-Cola Project Estimates
Route 651 & Route 652 Improvements
Frederick County
03/02,/98
Traffic Signal $80,000.00
Route 652 Realignment 136,000.00
Route 652 Entrances
Two 30" Wide Commercial Entrances 7,200.00
Two Private Entrances 7,200.00
Route 651 Improvements 40,000.00
Two 50" Wide Commercial Entrances 12,000.00
TOTAL $282,400.00
NOTE:
Since complete site plans, including storm sewer needs and drainage calculations
have not been submitted for our review, these items have not been estimated.
J. Craig Sewell & Associates
"celebrating 10 years in business"
2503 Windwood Drive
Winchester, VA 22601
Phone 540-722-3262
Fax 540-722-6766
email sewell@visuallink.com
March 5, 1998
Mr. Kris Tierney
Frederick County Planning Commission
107 N. Kent St.
Winchester, VA 22601
RE: proposed rezoning of land at Valley Mill Road and Shady Elm Road from RA to M1
Dear Kris,
I am writing as a concerned citizen and as a Board Member of the Kernstown Battlefield
Association.
It has come to my attention that the proposed rezoning of land referenced above will be coming to
the attention of the Frederick County Planning Commission in the next month or two. The rezoning
will allow the construction of a manufacturing facility for Coca-Cola and possible corporate
headquarters in the future. This will be a plus for the Winchester -Frederick County area and I
support this rezoning. I understand the property in question is in the Urban Development Area and
is well suited to this use.
This property is, however, directly across Valley Mill Road from the Grim farm the Kernstown
Battlefield Association is trying desperately to acquire. With the proposed M1 zoning, building
height maximum is 60 feet. This would be substantially detrimental to the view shed from the
Kernstown Battlefield. I understand the proposed Coca-Cola plant will only be 38 feet in height
which would obviously be less of a detriment to the battlefield's view shed.
I am writing in support of the Historic Resources Advisory Board recommendation that the building
height on all of the land proposed for rezoning be limited to 40 feet. This limitation would not
disallow the Coca-Cola facility or like facilities and would be a tangible benefit to the Kernstown
Battlefield.
This limitation of building height is supported by sound planning as recommended in the 1997
Frederick County Comprehensive Policy Plan to "protect the historic resources in Frederick County"
and to "promote the preservation and protection of Civil War Battlefield resources". It is also
supported by the Battlefield Network Plan that was adopted by Frederick County and the City of
Winchester. The Plan's recommendations for Local Planning include "Provisions should be made
for protecting the historic and scenic character of views around key battlefields sites and along
designated tour routes".
Thank you for your consideration in this matter and keep up the good work you are doing for
Frederick County in an often "thankless" job.
Sincerely,
Craig Sewell
J. Craig Sewell & Associates
"offering quality real estate appraisal service to the Northern Shenandoah Valley"
..1
•
COUNTY of FREDFRICK
Department of Planning and Development
540/665-5651
FAX: 540/ 678-0682
'INICirIfIC."MOINI Jr PUBLIC NEARING.
April 8, 1998
TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S)
RE: REZONING APPLICATION #004-98, CENTRAL COCA COLA BOTTLING COMPANY
On behalf of the Frederick County Board of Supervisors, you are hereby notified of a public hearing on
April 22, 1998 at 7:15 p.m., in the board room of the Frederick County Administration Building at 107
N. Kent Street, Winchester, Virginia. This hearing is to consider Rezoning #004-98 of Central Coca Cola
Bottling Co., submitted by Triad Engineering, Inc., to rezone 63.5 acres from RA (Rural Areas) District
to M1 (Light Industrial) District. This property is located west of the intersection of Shady Elm Road
(Route 651) and Apple Valley Road (Rout 652), and is identified with Property Identification Numbers
63-A-58 and 63-A-59 in the Back Creek Magisterial District.
Any interested parties having questions or wishing to speak may attend this meeting. A copy of the
application is available for review at the Handley Library, or the Department of Planning and
Development located at 107 North Kent Street in Winchester, VA.
Sincerely,
Lx� k.
Evan A. Wyatt
Deputy Director
EAW/cc
O:\AGGNDAS\AD]OIN ER\COCACOLA. REZ
107 North Kent Street • Winchester, Virginia 22601-5000
This is to certi that the attached correspondence was mailed to the
following on
Al
from the Department of Planning and Development, Frederick
County, irgirua:
63 - A- - 40-
BOWMAN TRUCKING, INC
Triad Engineering, Inc.
PO BOX 2598
P.O. Box 2397
WINCHESTER, VA
22604.1798
Winchester, VA 22604
Mary D. Whitacre
63 - A- - 43-
780 Redland Road
WILSON, D. EMORY
Whitacre, VA 22625
246 APPLE VALLEY RD
WINCHESTER, VA
22602.2401
63 - A- - 45-
63 - A- - 80-I
BLEDSOE, BARBARA LIND
BLACKBURN LIMITED PARTNERSHIP
232 APPLE VALLEY RDWINCHESTER,
110 HAWTHORNE DR
VA.
22602 2401
WINCHESTER,VA 22601.3319
63 - A- - 57-A
63 - A- - 18-A
GENERAL ELECTRIC COMPANY
THE MIDDLEBURG BANK, TRUSTEE
GE CBSI TAX DEPT
JOSEPH L BOLLING, PRESIDENT
PO BOX 60340
PO BOX 5
FORT MYERS, FL
33906.6340
MIDDLEBURG, VA 20118.0005
63 - A- - 41-
63 - A- - 59-A
FLETCHER, ALVIN G. & BILLY G.
DAWSON, C BRUCE
336 APPLE VALLEY RD
110A INDUSTRIAL DR
WINCHESTER, VA. 22602.2402
WINCHESTER, VA
22602.2580
63 - A- - 42-
STINE, BETTY BARYON & CHARLES R
318 APPLE VALLEY RD
WINCHESTER, VA 22602.2402 Evan A. yatt, De ty Director
Frederick Co. Planning Dept.
STATE OF VERGINIA
COUN
TY OF FREDERICK I, ffin Hal) a Notary Public in and for the State and County
aforesaid, do hereby certify that Evan A. Wyatt, Deputy Director, for e De aTment of Planning and
Development, whose name is signed to the foregoing, dated t • -I [S has
personally appeared before me and acknowledged the same in my State and County aforesaid.
Given under my hand this day of ~
My commission expires on h _ 08 q
1.�M
"`—.._ATO RY PUBLIC
F. .
COUNTY of FREDERICK
Department of Planning and Development
540/665-5651
FAX: 540/ 678-0682
INI CirlriCAtIO1 I Or PUBLIC ri It l"U Ir
March 18, 1998
TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S)
RE: REZONING APPLICATION #004-•98, CENTRAL COCA COLA BOTTLING COMPANY
On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing on
April 1, 1998 at 7:00 p.m., in the board room of the Frederick County Administration Building at 107
N. Kent Street, Winchester, Virginia. This hearing is to consider Rezoning #004-98 of Central Coca Cola
Bottling Co., submitted by Triad Engineering, Inc., to rezone 63.5 acres from RA (Rural Areas) District
to MI (Light Industrial) District. This property is located west of the intersection of Shady Elm Road
(Route 651) and Apple Valley Road (Rout 652), and is identified with Property Identification Numbers
63-A-58 and 63-A-59 in the Back Creek Magisterial District.
Any interested parties having questions or wishing to speak may attend this meeting. A copy of the
application is available for review at the Handley Library, or the Department of Planning and
Development located at 107 North Kent Street in Winchester, VA.
Sincerely,
Evan A. Wyatt
Deputy Director
EAW/cc
O:\AGENDAS\ADJOIN ER\COCACOLA. REZ
107 North Kent Street • Winchester, Virginia 22601-5000
This is to certify that the attached correspondence was mailed to the following on
�u� ?9 from the Department of Planning and Development, Frederick
County, Virginia: 63 - A- - 40-
Triad Engineering, Inc.
P.O. Box 2397
Winchester, VA 22604
Mary D. Whitacre
780 Redland Road
Whitacre, VA 22625
63 - A- - 80.1
BLACKBURN LIMITED PARTNERSHIP
110 HAWTHORNE DR
WINCHESTER, VA 22601.3319
63 - A- - 18-A
THE MIDDLEBURG BANK, TRUSTEE
JOSEPH L BOLLING, PRESIDENT
PO BOX 5
MIDDLEBURG, VA 2011B-0005
63- A- - 41 -
FLETCHER, ALVIN G. & BILLY G.
336 APPLE VALLEY RD
WINCHESTER, VA. 22602.2402
63 - A- - 42-
STINE, BETTY BARTON & CHARLES R
318 APPLE VALLEY RD
WINCHESTER, VA 22602.2402
BOWMAN TRUCKING, INC
PO BOX 2598
WINCHESTER, VA 22604.1798
63 - A- - 43-
WILSON, D. EMORY
246 APPLE VALLEY RD
WINCHESTER, VA 22602.2401
63 - A- - 45-
BLEDSOE, BARBARA LIND
232 APPLE VALLEY RD
WINCHESTER, VA. 22602.2401
63 - A- - 57-A
GENERAL ELECTRIC COMPANY
GE CBSI TAX DEPT
PO BOX 60340
FORT MYERS, FL 33906.6340
63 - A- - 59-A
DAWSON, C BRUCE
110A INDUSTRIAL DR
WINCHESTER, VA 22602.2580
Evan A. Wyatt, puty Director
Frederick Co. Planning Dept.
STATE OF VIRGINIA
COUNTY OF FREDERICK
I, &±h — on �a I a Notary Public in and for the State and County
aforesaid, do hereby certify that Evan A. Wyatt, Deputy Director, for the Department of Planning and
Development, whose name is signed to the foregoing, dated of*01-) � . 193R , has
personally appeared before me and acknowledged the same in my State and Countaforesaid.
Given under my hand this day of 'pia r(�,'-) , j qq e)
My commission expires on I�w agit 051, «c(q
1J
�NO' ARY PUBLIC