HomeMy WebLinkAbout007-82 Shirley Meade - Gainesboro - Backfile (2)r:cbr. ich (Gnnn#v po�,a2
e}:tarffilcnt of Flallnin aubf p6daylujont 1
DIRECTOR
JOHN T. P. HORNE
DEPUTY DIRECTOR
STEPHEN M. GYURISIN
June 22, 1982
Mrs. Shirley Meade
Box 6 A
Gore, Virginia 22637
Dear Mrs. Meade:
P. O. Box 601
9 COURT SQUARE
WINCHESTE R, VIRGINIA 22601
This letter is to confirm the action taken by the Frederick County
Planning Commission at their meeting of June 21, 1982, with regard to
your request for site plan approval.
The Planning Commission approved the Site Plan Request #007-82 of
Shirley Meade, zoned B-2, in the Gainesboro Magisterial District, for
a restaurant building and accessory parking.
s
If you have any questions, please do not hesitate to contact this
office.
Sincerely,
John T. P. Horne
Director
JTPH/dkg
Enc: Site Plan
703/662-4532
SITE PLAN #007-82
C)01° Z
0
Shirley Meade
. Zoned V 1' �-A-g-r-i-c-u-1--t-u-r-a-1--L-i-m-i-ted)
LOCATION: Route 50 West at the State line
MAGISTERIAL DISTRICT: Gainesboro Magisterial District .
ADJACENT LAND USE AND ZONING: Commercial, Industrial, and Residential
Land Use and Agricultural Zoning
PROPOSED USE AND IMPROVEMENTS: Restaurant building and accessory
parking
REVIEW EVALUATIONS:
Virginia Dept. of Highways and Transportation - Satisfactory, as
shown.
Health Department - Septic tank permit has been issued by State of
West Virginia. A food permit cannot be issued by the Frederick
County Health Department until the sewage system has been approved
and a new non -community water supply installed and approved.
Department of Inspections - No objection to the proposed
restaurant. The building would be considered Use Group B
(Business) under the Virginia Statewide Uniform Building Code.
Planning and Zoning - Satisfactory; parking lot must be prime and
double seal; parking space size must be 10 X 20.
STAFF RECOMMENDATIONS: Approval.
J�rebreziek Coun#u RECE►'�' � ,;uN 1 5 198
BeNnz#men# of 1hanning anb P6dopmen#
DIRECTOR
3
JOHN T. P. HORNE (� ✓ P. 0. BOX 601
9 COURT SQUARE
DEPUTY DIRECTOR
WINCHESTER. VIRGINIA 22601
STEPHEN M. GYURISIN
M E M O R A N D U M
TO:
Department of Inspections , ATTN Mr. John Dennison
Zoning
ATTN Mr. Ste2hen Gyurisin
Planning _ ATTN Mr, John T. P. Horne
Health Department "T-TN Mr. Herbert Sluder
Highway Department , ATTN Mr. W. H. Bushman
FROM: John T. P. Horne, Director Date June 10, 1982
SUBJECT:
Review comments on Conditional Use Permit Subdivision
Rezoning
X Site Plan
We are reviewing the enclosed request by Shirley Ann Meade
or their representative Will
you please review the attached and return your comments to me by as
soon as possible.
----------------------------------------------------------------------
This space should be used fyr review comments: n -t-
1 _ . - - A / -I _n .. . L w // _ _ I/ N Ty
Signature Date
Pgjartmeut ofPfauuiug nub pef laymen# C+)
00
DIRECTOR
.1OIiN T. P. HORNE P. �. gOX 6�i
9 COURT SQUARE
DEPUTY DIRECTOR
WINCHE$TER, VIRGINIA 22609
STEPHEN M. GYURISIN
M E M O R A N D U M
TO:
Department of In_sspections -� , ATTN Mr. John _Dennison
Zonin
Planning
, ATTN Mr. Stephen Gyurisin
, ATTN Mr. John T. P. Horne
Health Department _ _ , ATTN Mr. Herbert Sluder
Highway Department
ATTN Mr. W. H. Bushman
FROM: John T. P. Horne, Director Date June 10, 1982_ -
SUBJECT:
Review comments on Conditional Use Permit Subdivision
Rezoning
X Site Plan
We are reviewing the enclosed request by Shirley Ann Meade
or their representative
you please review the attached and return your comments to me by as
soon as possible.
----------------------------------------------------------------------
This space should be used for review comments:
Signature
Date
703/662-4532
grtbrerirk &urttg 001
Btyartraeut of 191aimiug aub P.6doprand
DIRECTOR
JOHN T. P. HORNE P. O. BOX 601
9 COURT SQUARE
DEPUTY DIRECTOR
WINCHESTER, VIRGINIA 22601
STEPHEN M. GYURISIN
M E M O R A N D U M
TO:
Department of Inspections °;/ATTN Mr. John Dennison
Zoning , ATTN Mr. Stephen Gyurisin
Planning
, ATTN
Mr.
John T.
P. Horne
Health Department _M
, ATTN
Mr.
Herbert
Sluder
Highway Department , ATTN Mr. W. H. Bushman
FROM: John T. P. Horne, Director
SUBJECT:
Review comments on
Date June 10, 1982
Conditional Use Permit Subdivision
Rezoning
X Site Plan
We are reviewing the enclosed request by Shirley Ann Meade
or their representative
you please review the attached and return your comments to me by as
soon as possible.
Signature - �,� / Zy/3 �,1 Date
Zs
703/662-4532
�rrbcrirk C ountU
33rpartment of than ing nub
'BEfr opment
DIRECTOR
JOHN T. P. HORNE
..
G
1"2
P. O. BOX 601
9 COURT SQUARE
DEPUTY DIRECTOR
L-
`�'
WINCHESTER. VIRGINIA 22601
STEPHEN M. GYURISIN
r
M E M O R A N D
U M
`
TO:
Department
of Inspections
, ATTN
Mr.
John Dennison
Zoning
, ATTN
Mr.
Stephen Gyurisin
Planning
, v.TIN
Mr.
Jahn T- T. Horne
Health Department
, ATTN
Mr.
Herbert Sluder
Highway Department
1 TN
Mr.
W. H. Bushman
FROM: John T.
P. Horne, Director
Date
June
10, 1982
SUBJECT:
Review comments on Conditional Use Permit Subdivision
Rezoning aX Site Plan
We are reviewing the enclosed request by Shirley Ann Meade
or their representative
you please review the attached and return your comments to me by as
soon as possible.
----------------------------------------------------------------------
This space should be used for review comments:
Commercial entrance permit will be required: attached are special nroyisions.
Signature / - Date - % �-
703/662-4532
'�Irdrrrirh a.auntr 001, ZIL-1
Dgartmen# of Flauuing aub p6Q oilmen# Ct)
DIRECTOR
JOHN T. P. HORNE P. O. BOX 601
9 COURT SQUARE
DEPUTY DIRECTOR
WINCHESTER, VIRGINIA 22601
STEPHEN M. GYURISIN
M E M O R A N D U M
TO:
Department of Inspections , ATTN Mr. John Dennison
A'1 N Mr. Stephen n Gyurisi
Zoning _
Planning
�, ATTN
Mr.
John T.
P. Horne
Health Department
, ATTN
Mr.
Herbert
Sluder
Highway Department , ATTN Mr. W. H. Bushman
FROM: John T. P. Horne, Director Date June 10, 1982
SUBJECT:
Review comments on Conditional Use Permit Subdivision
Rezoning
X Site Plan
We are reviewing the enclosed request by Shirley Ann Meade
or their representative
you please review the attached and return your comments to me by as
soon as possible.
----------------------------------------------------------------------
This space should be used for review comments:
Signature _ _ Date
703/662-4532
,AJ
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STANDARD ENTRANCE DESIGNS
ALONG HIGHWAYS WITH SHOULDERS
MULTIPLE ENTRANCES WITH RIGHT TURN
AND ACCELERATION LANES
WITH TAPERS
w Z w 0
—1
5 .S
tU--A + B
r r
G GI
l� +
EDGE OF WEMENT
SHOPPING CENTER ENTRANCES
� II
w
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y S /
D C d = _ _ - a - - - - - - - )J
EDGE OF PAVEMENT
0
B
0
C
22
Width of island separating entrances between 2 two way or
I
25' minimum
1 two way and 1 one way.
Width of island separating entrances between 2 one way
I
4' minimum
entrances.
Distance between near edge of entrance pavement and 6"
K
4' maximum
raised concrete curbing inside R/W line.
Raised concrete curbing.
L
6" (Standard curbing)
4" (Standard Mountable curbing)
-4
Face of entrance curb to adjoining property line.
0
12.5'
Length of tangent curb from point of radius forming street
P
25' minimum
connection to nearest point of entrance curb cut.
Radius (R) may be used when substituted for Radius (U) and
R
6' maximum
Radius (S) if R/W (right of way) is 20' or less from high-
way pavement edge.
Radius (S) is the inside or smaller curve radius used in-
S
12.5' maximum
connection with Radius (U) and/or to connect tangent sec-
tions of curbing.
Radius (U) is the outside or larger curve radius used to
U
12.5' minimum absolute
delineate entry and/or exit path of vehicle.
25' desirable minimum
Width of two way entrance
W
30' minimum
50' maximum
Width of one way entrance
W 1
14' minimum
20' maximum
Angle of entrance to highway pavement edge. Y 45' minimum
20
-3
GENERAL PROVISIONS FOR STANDARD ENTRANCE ,
DESIGNS
Letter
Design Feature Symbol Dimensions
Length of auxiliary lanes (right turn lanes or acceleration A & C 200' - posted speed 45 MPH or higher
lanes) 100' - posted speed less than 45 MPH
Length of tapers B & D 200' - posted speed 45 MPH or higher
100' - posted speed less than 45 MPH
Minimum length tangent curbing of corner island measured:
Ea& Eb
50' minimum along undivided highway
60' minimum - along divided highway
(Ea) parallel to pavement of major roadway from point of
curvature forming connection radius at intersection
to point of curvature of radius forming entrance.
(E b) parallel to pavement of minor intersecting roadway
from point of curvature forming connection radius at
intersection to a point of curvature of radius forming
entrance.
Flare of entrance pavement when auxiliary lanes are not
F
A minimum of 3' of flare for each foot of
required.
shoulder between edge of pavement and
curb set back
Face of curb setback to highway pavement edge.
G
8' minimum; 14' maximum will be required
if the need for an additional lane is deter
mined by the Highway Engineer
Width of auxiliary lane (right turn lane, deceleration lane
G 1
12' desirable minimum
10' absolute minimum
and/or acceleration lane)
distance from gasoline pump island to R/W (right
H
12' - if pump island is parallel to pavement
Minimum
edge
of way) line.
20' - if angle of pump island to pavement
edge is from 1° to 45°
30' - if angle of pump island to pavement
edge is from 46° to 90°
19
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You are hereby issuc-i a permit tc =� �•7'h ►� �y
a small sewage c sposal system consisting of a D RR Fr i D
and located at E ,E j v '
This small sewage disposal system shall meet the following specifications:
1. Septii, Tank FXI-r7l;/Y
a. Shall be made of 11MM an.: not less that,
gallon capacity. rLD"T�+ /A, 1�F.�%�l�P�/.1�/iy,
Soil -Absorption System a
a. Shall consist of distr-bution lines 4" in diameter.
b. Each distribution line shall —be�d0 /Op� �fOD
feet in length -
c. Each trench shall be y inch width wits. ZERO slope on trencn bottom
and ZERO slope on each distribution ling..
d. No trench shall be more than 3 p inches deep.
e. Total soil -absorption area in trench bottoms shall be ,?Po sq. ft.
f.' Filter material shall be 9 k R V z/ and not greater than 1 - 1
inches in diameter.
g. Filter material under each line shall be not less tnan inches
deep and not less that: inches over each distribution line.
h. Filter material shall be covered with [3 Uilpl"' e, f ��prior to backfilling.
i. Trenches shall be backfilled at least 6" above g ound surface to provide
for settling of backfill.
Other Small Sewage or Excreta Disposal Systems Clame the type system --o 1:( us d,
then use back of sheet to describe the details of the system.)
zi.ecial Requirements
a. Small sewage and excreta disposal systems shall be located at leas? 10 ft.
from any property line and a minimum of 20 ft. from any stream or r-'adside cut.
b. Septic tanks shall be located at least 10 ft. an! excreta disposal systems
a minimum of 20 ft. from building foundation.
C. Septic tanks shall be located a m' f 5
inimum o 0 IL. and soil -absorption systems
and excreta disposal systems a minimum of 10� ft. from any ground water suY:)ly
or cistern.
:nis permit is not transferable and a.rtomatically er.pires 6 months aster date
of issue. —
The applicant or his agent must notify this department , phone 7-2'�
CtV � NOW the system is ready for inspection.
All small sewage and excreta disposal systems must be inspected and approved
prior to being covered with earth or otherwise put into service. Any applicable
system or part thereof covered before being inspected shall be uncovered at the
direction of the SANITARIAN.
This permit is NULL AND VOID. when official inspection reveals conditions
are different than those stipulated in this permit- or if facts later become known
that a health hazard would result by the installation of this system.
_S 6 G�
Da e of Issue
EAtdPSi:II; Cj,_; _ • T ,3;:;.=
66 Ii . HIGH S`--
RUIIEY, W. VA. 2fi757 � %� /V /i�a //} /✓
Health Iepartment 'title
(Use reverse side of page for sketch of system)
HOWARDMOCKEYErIOfU If1C.
General Contracting. Design, Construction Management
P.O. Box 25301Winchester, Virginia 22601-1730 (703) 667-7700
October 18, 1989
Frederick County Planning
Winchester, Virginia 22601
RE: Interior Renovations
and Alterations for
Shockey Realty
Existing Office Area 2,238 sq. ft.
New & Future Office Area 4,080 sq. ft.
TOTAL 6,318 sq. ft.
6,318 - 400 = 15.79 parking spaces
Plant Employees 6- 3= 2 x 2= 4 parking spaces
20 parking spaces required
p [Ead17E,3 r
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