HomeMy WebLinkAbout06-99 Glaize Components - Shawnee - Backfile- X
EX. 24 " RCP
0 r, EX. 10 &20 F, C. s.,t
f N/F ^ - -- tt UTILIT✓ �SM'Ts �I I / f DB 69�^ P 194 I
Blue Ridge Indus tries
TN 64 A) `\ ,_ '� 1 OB 69S-P 00 �n
((A)) PCL 800 2
`,
USE: INDUSI: ;1! D8 6 f 6^ P 837 -
REL 0CA TED W. Ivy.\
PROP. EOP
_ 66`.73' ;!--�_�'_- _ f --- -- -- PROP. BLDG. ADDS r
S29.36 '01 „E ,, i-- I zCL
I _
Q
v s
EX. 24' RZ`PT
W/36" RISE f PIPE h1 I I I r ; REf OCA i ED G. V.
W ti
2.5' SETBACK } I �► �� _ ` '
} I w - PROP. EOP
` ! - EX-75 'VICE-�TNE (REMAINS I
I E_X. SERVICE LINE R REPLACE EX. TEE
,4, �. 75' sErBACK _ _ ( I EX. WATER METER (RELOCATE) W17H 45 E_. AND
! / 698 _ X. CUT-OFF VALVE REMOVE: / REMOVE DOWN-
., ^ � I I
E
-' r-Y POTOMAC EDISON
-
/' 20' R/w _ 700`� � ~- _ EX. GATE VALVE (RELOCA fE)/ `\ STREAM PIPING
- - c
70 f� DB 749-P 8.91 j - `c
E_X. FIRE LINE (REMAINS) ,, T _ .----- ---- -- i �, I �� � I E X; . FIRE LANE/
EX. EMPLOYEE PARKING I EX. F. D. C'
F'>�OPOSED 704 sgft ;' I 30 STD. SPACES
16 x44' BLDG ADD. ?
! HEIGHT = 30'-
r USE - OFFrE
704
--...
-
--
_
x.__ .-_ -_ _-- -.. __ - C )
VIXI
j ING r - JAL-
Lj
EX. PAVED ,4REA r ARBOR 1 URT (60' R S:_7'16.48"E VA. SEC. ROUTE 1000 1 RoUTE r728TX.704 _.._ _. _.Es ro LE __ Y ROA )
_. - - - A E ( } 38, 62 " X. _ _ ..�_ ----- C O
5 -.- y- Ex. EMPLOYEE Pk""H G
i \ EXISTING HC. SPAC REMAIN - 1!, SAD. b: 2 MC SPALCES 4 1 SP. 6
E 17 x13 CMPA -_ •r L�
-_-
04 _
1 ! ,�� spAr�s -- \ 16 48 2 5 --- -- -
� af�op. r? STD. � ? ,__... I 70
X - --_ S - - :5
f EX. GR.4 VEL AREA t i \ _ - g _ _ ]•_S.. - - S
c
OVERHEAD POKI R LINES
GLA/2'E & 'BROTHERS. �
TM 64 ((A)) PCL 80J, I EX. 20' F: T C. S. <I.
` E PARKING
I E"SM'p�)
UTILITY
13.3501 ACRf-S 1h OB 693^ P 194 EX. EMPLOYE ? X
_ p I 23 STD. & 2 HC SPACES
USE: INDU:ST
r- 2'ONEE: M-1
1 ' I
EX. POTOMAC EDISON R/ i
(20' TR/MMiNG RIGHTS -- -- - I
41�
PROJECT SITE
;Z�_ kit
_ 001V/ MAP - C 1 " == 20.00' -_ -� IY ---
APPR, 1D
10
NINE ADM/NIS T T( )A TE
OWNEER/ DEVELOPER: GLAZE AND BROTHERS
302 NORTH CAMERON S T
_ EACH ;;OE OF �/- 710 - The oddition hgil comp/ with tthe Or inid Store�w1de BuAding �Qde WINCHESTEF', VIRGINIA 22601
rn I EX. CONC. 4 I B6 -L� I '� nil S coon 6 useua F Foctory� of t e HOCA Not'onol Eiuildin 540-662-0303
1 ! 1 l k W j C___.1 i r q
o _ t ; rile 19 6. O her co a ha g /y a f,A A 117.1-92, Accessible VICTORY LANE
\� 3 \ � "; in t p I TE ADDRESS: 2749 V^
( 1 _ 1 �✓'" and so /e Bw dln m oc lIt S► d�
Q$ 1 o ff shell a19p m t
the reaeuirements bf gin
1111.1 0�th (7A, l.xce t/on the
1 r p WINCHES TER, VIRGINIA 22601
ui E MET _ _ 71 --- - -• t 20 percent rule ;or Hondicoppped occossibilrty upgrades.
o i
Ri
i
t x. AL
BLDG. I
_ _ i I __.-
i
i i HEIGHT " =30
r06 I
i
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j
I
,
X
3 f
EX. METAL
)�O
I
BLD
I G
of
W
I�,
x
'
`\ 1 X 706
+ �
4-,
y10 -�
f
_�
r
704
EX. SHE'D
i
EX. SHED
'
�- ---
--. GL AI.ZE &BROTHERS I N/ F
N i \ -_ -�- W -� TM 64 ((A)) PCL 80M Dennis A. Herndon
� � �+ •~�- � � ,'' TN 6 4 ((A)) PCL 80A
Lawrence P. Cover, _ - - - - _ r_ it-- - i , 5.068 ACRES I �
TM 64 A) PCL 82
(( ) I ! 1 USE: INDUSI.
USE: AGRI. 1 i I ! I f USE: VACANT { ZONED: M- i
�I ! ZONED. M- i
ZONED: RA ► !-X• 25 ' SCi19A CN;
CO -
I" b7r RED � -- _- - --- ---�---�--}----�-. �-
j i
t ; STORAGE
j r
710 I (I._.__j AREA s' 54 {I
E,r.
FRAME LIZ
f i _-
BLDG.
EX. FC.S.A. TILITY ESM'TS - - 706 I !
t i j / DB 811-P 676 -
i EX ME TAL j : 719
BL DG. , I + -
25 ' SE TBA (X 1 `
.25' .SE TPA qk - - ;,oil
} �/ '� -•_ ---- ---- .� � � fir, m i I!
-- -- -- - - -. - -- x ! II
-25'_ SETBACK
I
I 704
_ _._ . ,
xf - EX METAL i 1 5SETBAK^ _1
__...._._ L__... ._._. _. -_... _..
_ BLDG. _.i ; J
25" SE TE k-K - -_ �_ ._ . __- _- - --- --- _- - _--
- _ _. -_... x - +- - -- -
613.2E x
1 - _
N27'1648"W
x ` R
0
REVISIONS
no. date description
1 T
3117,199 I F1'EOSE-D TO ADD BUILDING NOTE- AND HANDICAPPED SPACE DESIG
370.42
N/F
' - -- 14inchester Re ioana/ Airport Authority
TM 64 (�A),) PCL 78 & 79
USE.- AIRPORT
ZONED: RA
_ JOB NO./DWG. NAME: D: DWG�,GLAIZE-SRDWG
by ckd. - -
RAM DATE: FEBRUARY 11, l 999 -
DESIGNED BY. RAM
DRAW14 BY: RAM
APPROVED BY: RAM
T H Ct
A. MISLOWSK' Z
a CERTIFICATE NEI, �.
206 4 D
GIS EKED
,ROFE SSIONAL
ENGINEER _4
Gilbert W. Clifford
69a 6
0
50
Engineers - Lanai Planners
.150--C ❑lde Greenwich Dr,
Fredericksburg, Virginia 22401
�540) 898-21.15
540-665-0078
MAGISTERIAL DISTRICT• SHAWNEE
EX. ZONING: M-1
# OF EMPL 0 Y E-ES: 24
PARKING SPACES: 24 x .75 = 18 (REQUIRED)
PARKING SPACES: 69 (INCLUDING 4 HC) (PROVIDED)
FAR== 67032j 812986 = 0.083
THIS SITE IMPROVEMENT PLAN IS AN ADDENDUM TO
SITE PLAN #014-96 WHICH WAS APPROVED MAY 20, 1996.
EXISTING SIDEWALK - Y--
PA VEM N 7- TO EE Ef
AREA O BE T PSOILI4EME VANDD SEEDED
STD. PARKING SPACE = 9' x 20'
HANDICAP PARKING SPACE- = 13.5' x .20'
CONSTRUCTION NOTES
!3ENESAL
1 The contractor shall birnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as, necessary for the
completed facility ready for use. Unless otherwise noted, specificot ions for all work to be in accordance with
applicable. Standards and Construction Specifications of The Virgkiia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be, the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss
Utility" 1--800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work The Engineer will approve all cut: sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Dwner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION COp TR .
1. A Land Disturbance Permit will bps required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department,
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the: construction period.
3 All erosion control structures shown or as required during construction shall be continuously rnaintoined
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible dote after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESC E
1 Burning of Iona clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. (contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are nct to be obstructed at any time.
FREDERICK COUNTY SANITATIC)N AUTHORIJI
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requu-ements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor tc provide ossistorce as the Inspector may require in this effort.
3. Temporary termination of sewer !ine shall be plugged with a watertight plug. The ends of the laterals shall be
marked rvith a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shod be painted green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4 The FCSA is responsible for the installation of woter meters. Before a permanent meter is set they will require.
1) the frame and cover be property aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yc-ce bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have
the meter box installed correctly.
20) 5 The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer.
6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and
IN FEET) make the top. The contractor must. make application for and pay Lite cost of this work.
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval.
I inch 50 ft.
iscale
GLAIA,1 caMPaI�ENI'0 Q I - 50'
end Associates, Inc. PROPOSED BUILDING ADDITIONS
GRAPHIC, SCALE
25 50 100
- Surveyors
200 North Cameron St,
Winchester, \/irginia 22601
(540) 667-2139
SITE IMPROVEMENTS PLAN
SHEET
1
OF
1
FREDERICK COUNTY
VIRGINIA
S
X
EX 24" RCP
RE-L 0 CA TED W. R,
11,111 EX 10'&204 C. S. A
- i
L177LIT-K tSM'TS
NIF D8 6944 194
Blue Ridge Indus -tries 06 60-P 200 PROP. E-op
TV 64 ((A)) PCL 80Q DB 6�6-P 8J7 1_�
USE: INDUS I' X J
ZONED: M_ I
ADD.\
665 PROP. 3L D G.
Z
529 '36'0 1 "E
o
EX. 24 " R�f -ED
—,-� N Lc,) REL 0 CA 7 G. V
RISE#\ PP,\ � I I � 1 " , i
2.5' SET13ACK PROP. EOP
W/M"
EX. ___A E- RV I C I-- LTTq- E R -A FN
EX. SERVICE L _ REPLACE EX. TEE
LINE (R '
4" 75' SE TBA CK EX. WATER METER (RELOCATE)/ W1 7 _H 45 EL. AND
Ln EX. CUT—OFF VALVE (REMOVE) REMOVE DOWN—
J,
CV C)r'1Tn1JA1' L"'I'11CI)AI{._-.. - _-
698 70V GATE VALVE (PP-i n r\ A -rr-)/ S TREA M PIPING
0
r-'
9 20' fVW 702 _X. FIRE LINE (REMAINS'
106" DB 749-P 891 0) 1
EX. FIRE LANE
EX. EMPLOYEE PARKING I 1.. 20' EX. F. D. C.
P0)SED 704 sqft\ 30 STD. SPACES
1A,4P4( BLDG ADD.
HEIGHT = 30'
USE OFFrE
1106-- x X. X
x X X -
TING ARBOR COURT (60' Rl��) 1200'.± TO INTX
EX. PAVED AREA VA. SEC. ROUTE 1000
S27*1648"E' ROU TE 728
LE 38.62' EX. 17"xI3" CA4PA
704- G (OCIrORY ROAD)
AIN rA EWILOYEE PAWW I SP.
EX!STING H.C. SPACES TO )?Ev 2 HC SPACES 704
322-56'
pRop, 12 sYD. & 2 9, SPACES
S 27*16'4�
704 - -_
I "E -7
910
X X f_EA____'
EX. GRAVEL AREA E`__ -ICE
116v
Sm A C
I '�, �, OVERHEAD POWR LINES
GLAiZE &BROTHERS,
EX. �0' F'.C.S.A.
TM 64 ((A)) PCL 80J,1 U77L.17-Y ESM'T EX' EMPLOYEE PARK
08 693-P 194
%y2a I Sp.
as
0C SP�
2 9-- VA
A CRES 23 STD. & 2 HC SPACES
PARKING
USE: INDUST
Z0i Y- I
EX. POTOMAC EDISON Rlw�
(20' TRIMMING RIGHTS
t
4r�
Zk 111111i
�k X 7P a'
PROJECT SITE
*�
•io �� OWND
am
OCINITY MAP /- SCALE
A PP OV B Y zINAL SITE P"
3
A�7
EACH SIDE OF 0 The Addition jhgil corrllp� with �he Or inia Storewidet Bull!jinq !�pde
�id c n _�fl,�eruse r-sul octory, o� t BOCI N tronal Building
I a 15,
0 �o 6 9 1 e'fke G A 1� 7 1
___-D 611 Tf )
nd ]�.
>( Q) X and sa.le Bui d i7ir/ 0 r*n t
the requiren7en ""9f �ectojj ip
coy f fact b
e h
o EX. CONC. Rid t deS�l I a 42 A. cessible
Aff -0k)
o
I I i /' \, ! ts, 7 t90 ffA,s L xcep ?PC n the
Q� 711) ) ; — 20 percent rule ;Ocir Handicapped accessibility upgrades.
E.A. METAL
BLDG.
HEIGHT 30'
706 L �j
X
F} 1 �+ {0c, 6 EX. METAL
SLOG. 110
Ix X 706
N4
710
J
J
704
EX. SHED
708 EX, SHED
X
77
__ __ — j 11
L __ I
III
1W
GLAIZE & BROTHERS
TM 64 ((A)) P^L 80M
I N IF
Dennis A. Herndon
NI'F
W
TV 64 ((A),) PCL BOA
Lawrence P. Coverstone
5.068 ACRES
TM 64 ((A,)) PCL 82
USE VACANT
USE: INDUST
ZONED: M-1
Lj->r-. ZONED: Ad - 1
ZONED. RA I.X.25' S�-tBACK
CO VERtED
S FORA GE
7110
AREA
co,
CID,
I-Q3
EX.
FRAME
DG.
X
Ilk II ` \� cam"EX F C S. A. 77LI TY ESM'TS 706
DB 811�-P 676
EX. ME TA L 14
BL DG.
25� .SETBACK
U I SE TP A qK 25'
a)
!rl CID
>
N
T
W Lo
;108 X
706 25' S,TBA CK
I i / I / - - - - - - -
704
BLDG,
25'
EX. METAL
25'.. SE' IBA iX >(
370.42'
X X
j
x __._ — --------- N27-16'48_W
x x x/. X 702
REVISIONS
no. date description
_IT-3_117,1_9,9F—,EV7SED TO, ADD BUILDINIG NOTE AND HANDICAPPED SPACE DESIG.
- JOB NO./DWG.. NAME: D:\DWG\GLA1ZE—S11.DWG
by ekd.
RAM DATE: FEBRUARY 11, .1999
DESIGNED BY:: b'AM
I H
A, MISLOWSK'( Z
0 CERTIFICATE NO,
2067�, 1 -L
GIS IRE
D
PROF17SS ICNAL
- ENGINEER -41
NIF_
Winchester 771 . aria/ Airport Authority
TV 64 A)) PCL 78 & 79
USE. AIRPORT
ZONED: RA
Gilbert _"T . Clifford
50 0 25
GRAIIH111C. SCALE
50 100
( IN FEET
nch =: 50
MWATRIM
ZONING A DMINIS TRA MR
0A TE
0 WNEERI OE VEL OPER: GLAIZE AND BROTHERS
302 NORTH CAMERON ST
WINCHESTER, VIRGINIA 2260.1
540-662-0303
SITE ADDRESS:
2749 V'CTORY LANE
WINCHESTER, VIRGINIA 22601
540-665-0078
MAGISTERIAL DISTFICT-SHAWNE-E
E)". ZONING:
M-1
# OF EMPLOYEES:
24
PARKING SPACES.-
24 x .75 = 18 (REQUIRED)
PARKING SPACES:
69 (INCLUDING 4 HC) (PROVIDED)
F-AR:=670321812986 =0.083
THIS SITE IMPROVEMENT PLAN IS AN ADDENDUM TO
SITE PLAN #074— 96 WHICH WAS APPROVED MAY 20, 1996.
EXISTING SIDEWALK
PA VEMEN 7- VE0
AREA TO 40755FILMES AND SEEDED mm
STD. PARKING SPACE = 9' x 20'
HANDICAP PARKING SPACE = 135' x .20'
CQNSTRIUMON NOTES
I The contractor sholl furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of ,he utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents-
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to ovoid cl,:ilmoge to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coil 'Miss
Utility" 1--800-.257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations sholl
be verified in the field by each contractor prior to beginning the work The Engineer will approve all cul. sheets,
4. Any unusual subsurface conditions encountered during the course of the worl, sholl be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, oil permits required of this work and sholl faithfully adhere to the permit
conditions imposed
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsbeets shall be submitted to the Engineer for approval prior to, construction. All cuisheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
LROSION CONTROL
1. A Land Disturbance Ptrmit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department.
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Controi Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have Stone base installed
at the earliest possible dote after establishing grade. No orea is to remain denuded for more than 7 calendar days
when construction is not in progress
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the offected
area.
5. All unpoved areas of the site which are disturbed by this construction sholl be provided with 4* topsoil,
fertilized, seeded, ccmpacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality gross cover. Areas not graded sholl be disced, leveled and seeded to achieve lawn conditions
FIRE & RESQUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time.
F�LPdQL_L0UN Y SANITAII )N AUTHCRIJJ
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor sholl coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sonitatioin Authority
Inspector in the field. Contractor to provide assistorce as the Inspector may require In this effort.
3. Temporary termination of sewer line sholl be plugged with a watertight plug. The ends of the laterals shall b,a
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches at the post sholl be pointed -green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings,
4 The FCSA is responsible for the installation of water meters Before a permanent meter is -lot they will require
1) the frome and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bor be between 18 and 21 Inches, and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to hove
the meter box installed correctly.
20) 5. The Frederick County Sanitation Authority shall install .all water and sewer services that connect to existing lines.
The location of the top and the termination point of the lateral are to be coordinated with the Authority's aselstont
engineer.
6 The Frederick County Sanitation Authority shall tap all existing waterlines They will furnish the materials for and
make the top. The contractor musi, make application for and pay the cost of this work.
7, Frederick County Sanitation Authority approval of this site plan expires two (2) ye -ors from date of approval.
scale
'
GLAIIE1 50
COMPONENTS
rid Associates, Inc., PROPOSED BUILDING ADDITIONS
SITE IMPROVEMENTS PLAN
SHEET
OF
DRAWN BY: RAM
APPROVED BY: HAM
Engineers
.150--C 01cle Greenwich Dr,
Fredee-ickslot-Arg, Virginia 22401
(540) 898-2115
Land Planners __ Surveyors
200 North Carter -on St,
Winchester, Virginia 21-601
(540) 667-2139 FRE-DERICK COUNTY
VIRGINIA
1