HomeMy WebLinkAbout49-99 Jim Wilson Warehouse No. 2 - Stonewall - BackfileI�� F1K� r��D�ZANb
ELI=CT P❑LE--
BROWNING-FERRIS
ZONED M-1
43-A-26A
USE: SHOP - OUTSIDE STORAGE
N 44d 58' 58" W - 777.58'
BOLLARDS
�\ FIRE LANE
4 \
/ \ \ 9 2 \
V
\� \� 1---`0, --- 9,00 NEW C NC(E'fE PARKIN \ \ \\ \
188 5 00 \\ \\ 550' ❑F\ 8" \SDR21 W TER_/
II CONCRETE RAMP CONCRETE RAMP \ \ LIN�\ 3E�" MIN CO ER
\ \ \ DAMAGED METAL WAREHOUSE \ 1 \ 1 1 \
\ \ TO BE REPLACED WITH NO
\\ \ \\ 86 CHANGES TO AREA. AUTOMATIC GRAVEL TRUCK DOCK
\ \ 150.00 SPRINKLER TO BE PROVIDED. AREA
\\ \ CONCRETE TRUCK DOCK
�, 43-A-26-C -----
\\ FF = EL92' ---�
EXTERIOR LIGHTING TO BE 250 WATT
\ I WALLPACKS. ONE AT EACH OVERHEAD \ I I
DOOR AREA AND ONE ON BACK I I
SIDEWALL. LIGHT DIRECTION IS APPROX I I \\
SIMBECK TRUCKING �� \ \ \ I 45 DEG DOWN.
ZONED M=2 �� \� \ \ 200,00
43-A-26D
TRUCK SHOP �� �� �� \- --- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - i 1
WkIth
••r
\ \ _ ERHEAB ELECT LINE
�� �\ �•p BUILDINGS
\\ \\ 49,59 \I \`GA-TE VALVE
190 \
\ 1 I \
\ le \
\ I
:7 5- 9- Q_ r-)
S 9'X20' TYP / 24' - ASPHALT DRIVE 2"
I
�I VJ _F1l'F �i DRANT
I
/
\\� 8 ,00
--- — /
-- — — — — — — — — — — — — — — — — — — — — — — — ---- /
44(1 19' 98" F - 479 n7'
98,00
O
Or W whe" 40 7 cWCW. pad 1--6- .4 a 6' dee
m+u,f. and palt.ed r
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,not LARa DETAIL bo>< i
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SS 2!EN _ (� c @I- oac V-T 2% Y 6- deep
FIRE MYDRAN ASSEMBLY
Fig.9
C 1O 2.090,000 FT
-vwve nupeh p
to m.tr,
�-- awP►M
-M bioa
GATE VALVE
Figure 8
EXISTING STONE OUTLET
NO ENVIRONMENTAL FEATURES ON
SITE
CROWN CORK & SEAL
ZONED M-1
43-4-A
MANUFACTURER
EL95
—
EL91
—
p.n.rd
baddi EL86
-
24' cars6* coed
O~
ba*M
Z NOTE: 36 MIN COVER
r'
r
ro.+
e{pnfpu
;
STAND 2
00o]
9
I
h.
0+00
IF Li H
Joins Map 20 �-1000_ VA GRID 2.100,000 FTI J O ADC or Au
1+00
FZ1aa:
cc
ix
L2
2+25
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(0
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O
W
N
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ELECT POLE
ENTRANCE' BFI
D❑UGLAS ❑ GRIMM
19'4.3�x 4 13 -A-21
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USEI AGRICULTURAL
1 Nu -T L>�
�3' �6� 7�At�It
Gt.EAN F.X t i I�
KLASY M I
+_l 41-T
50' ENTRANCE DRIVE FROM LE R DR --
EXISTING ASPHALT
L------
20' WATER EASEMENT TYP
TE LEPH❑NE JUNCTION
—
GAS LINE -----
Sa'
gs,la
x
8"X16" TA
BY FSC
Fr_CI50011
9+, 83
CURB/GUTTER BOTH SIDES" 62,00
HYDRANT—, _1" B>n
Cn
r �~
OVERHEAD ELECT LINES a-
9y-.gI W
cf)U � M
��Z
-,
m
o�70
M
r
N
o
<
m
O
U'
EXISTING METAL BLDG FF = EL95.56' B
U! 3
43-A-26-B 16" UTT RF Y VALVE -
TRUCK DOCK
EX STIN WlATER LINE
16" CL250D1
- f+, yr
z
a
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3 3 7y- rT1
- I
% I
o L1 ? o
t,e
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S 45d 59' 10" E - 200.93'
— — — — — — — — — — — — — — — — — — — — — —
0
z
W
W
N
3
lZ0
m
rn
I
3+00 4+00
PROFILE PROP 8" WATERLINE
FCSA CONSTRUCTION NOTES
1. WATER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION
AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE
MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY
THE COST OF THIS WORK.
4. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLE IS TO BE INSTALLED ON ANY LINE
THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF
THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
'CHARLES
MONTGOMERY
%,d No. 0402 030342 �F-�
ONAL EGA
-t 6.
Cr, N
k
5+00
SITE PLAN — JIM WILSON
(raINGS t302o
cTQ W DISTRICT, FREDERICK
COUNTY, VA
5+50+/-
APPROVED BY THE ZONING ADMINISTRATOR
DATE: B 2 6
General Notes
THE ADDITION OF 1500 SQ FT OF
CONCRETE PARKING WILL CREATE NO
APPRECIABLE RUNOFF RATE. NO
OTHER CHANGES TO THE SITE ARE
BEING MADE. THEREFORE, THE
RUNOFF AND THE RUNOFF RATE ARE
NOT BEING AFFECTED. NO
ADDITIONALWATER RETAINAGE
REQUIRED.
EXISTING BUILDING TO BE REBILT IN
EXACT HEIGHT AND BASE. MAXIMUM
FULL TIME EMPLOYMENT OF 5.
PARKING SPACES CALCULATED ON THE
ABOVE REQUIREMENT.
SITE WILL NOT BE DISTURBED DURING
CONSTUCTION.
ORIGINAL SURVEY BY GREENWAY
ENGINEERING & SURVEYING COMPANY,
INC. IN 1982.
ZONING M-1 USE S-1
2.5 AC. TOTAL
SETBACKS:
REQ'D PROVIDED
FRONT 75' 300'+
BACK 25' 98'
SIDE 25' 26' MIN
NO SIGNAGE ON SITE AT THIS TIME.
FUTURE SIGNAGE MUST COMPLY WITH
ZONING ORDINANCE 165.30.
NO OUTDOOR STORAGE PROPOSED AT
THIS TIME. EXISTING STORED ITEMS
ARE TO BE REMOVED.
NO OUTDOOR TRASH RECEPTACLES
ARE PROPROSED AT THIS TIME.
THE MAXIMUM HEIGHT FOR BUILDINGS
IN M-1 ZONING IS 60'. PROPOSED
BUILDING IS TO BE 35'.
PROPOSED BLDG 30,000 sq ft
EXISTING BLDG 22,000 sq ft
TOTAL 52,000 sq ft
FAR REQ'D 1.0
FAR PROVIDED .48
PARKING REQUIREMENT: 1 PER
EMPLOYEE. PROVIDED 5 SPACES FOR
5 EMPLOYEES MAX.
NO ADDITIONAL LANDSCAPING TO BE
PROVIDED.
OWNER/DEVELOPER
JIM WILSON
1200 W FAIRFAX ST
STEPHENS CITY, VA 22655
5
<}
540-869-8960 boT
3
FCSA REV 2
11/3
0- 9DD `f D rrt _
5 -7co
2
FCSA & ZONII�IG REV
10/25
I'M - 0 D
0
1
ZONING INFO ADDED
8/30
No.
Revision/Issue
Date
Firm Name and Address
COMMONWEALTH DESIGN & BUILD, INC.
1200 W FAIRFAX ST.
STEPHENS CITY, VA 22655
(540) 869-0308
Drown By. BCM
Project Name and Address
JIM WILSON WAREHOUSE #2
LENOIR DR
STONEWALL IND PARK
PK
WINCHESTER, VA 22603
Project Sheet
130-97
Date 6/21 /99S1
Scale
1 " = 30'
IS
I.
FINAL SITE PLAN
a APPROVED
W0 Fly t�Y�K�1b
ELECT POLE--\
ERHEAD ELEC_ LINE
1\ � BUILDING
\ \ 49.59 1 'GAGE VALVE
\ 1 I 190 \
\ la \
BROWNING-FERRIS
ZONED M-1
43-A-26A
USE: SHOP - OUTSIDE STORAGE
leg
N 44d 58' 58" W - 777.58'
S 9'X20' TYP / 24' - ASPHALT DRIVE 2"
RoLj,KOI
BOLLARDS
�\ FIRE LANE
4 \ \
9290
\
5.00 9,00 NEW C NCRE'rE PARKIN \ \\ \ \\ \
\ 550' OF\ 8" SDR21 W TERA
188 CONCREYE RAMP I CONCRETE RAMP \ \\ LIN�\ 36' MIN CO ER
\ 88 \ \ \ \ \
DAMAGED METAL WAREHOUSE \\ \ \ \II \
\ TO BE REPLACED WITH NO
1 \
11 \ \\ 86 CHANGES TO AREA. AUTOMATIC GRAVEL TRUCK DOCK
\ \ 150.00 SPRINKLER TO BE PROVIDED. AREA
CONCRETE TRUCK DOCK
43-A-26-C - - - - -
\\ FF = EL92'
EXTERIOR LIGHTING TO BE 250 WATT
\ \ I WALLPACKS. ONE AT EACH OVERHEAD 1 I I
DOOR AREA AND ONE ON BACK 1 �\
SIDEWALL. LGHT DIRECTION IS APPROX
\ \ 5 DEC DOWN.
1 \
SIMBECK TRUCKING �� \ \ \ I / // / / 1
ZONED M=2 \ \ \ 200,00 /
43-A-26D
TRUCK SHOP ��� �� �\---------------- - - - - - - - - - - - - - - -
- i
-------------------- --- ----
S 44d 19' 28" F — 479.07'
98.00
v.aa Ma , r
-yr QP0
00/. M. YM D.IntN T Ti
Y_
�.�t type
�Dlt Sao DE7L **,stable v.l�r. W mn.
bast
6ractlat of s",V to b. approved prior to Yatdgilm
b
oorx'+M. Oae r-r sq. , r do"
adn . r aa.. I •:
bc.tor peg W4 . rr 0-51
r ra.c." 1 co m.904
CROWN CORK & SEAL
ZONED M-1
43-4-A
MANUFACTURER
block (for vow" 12- .ta WDr)
EL91
.ona"
car
r,..t b. a..A
a4+�
,,.�,. �,,,
0
a r .bw. � ,r b
ba...
EL86
�� Poo
p,,,�y
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t
ti'
rrm.c hwvcal join.
O.D.
O•••
r
S •
— saiva tN wm
'•
GATE VALVE
r
pip" a
.d
.pp.pir
FIRE HYDRAN' ASSEMBLY
STANOA Q
Fig.. I
-2.090,000 FT Join$ Map 20 78.10.00- � VA GRID 2.100.900 FT C ADC OF AL.
• S�PR-£ � = ZOOpi
EXISTING STONE OUTLET
NO ENVIRONMENTAL FEATURES ON
SITE
N;
G N
G ENTRANCE BFI b
o
T
�I G
N DOUGLAS 0 GRIMM
+ IN.I.X 4 -A-21
ZONED RA
USE: AGRICULTURAL
ELECT POLE " �c� Foy Ta +►�
2 DVF�Y M 14...—
o2,
50' ENTRANCE DRIVE FROM LE R DR -
EXISTING ASPHALT I
7o-
L— — — — — —
20' WATER EASEMENT TYP
14
TELEPHONE JUNCTION
„� g5,11?
n
:
�s 94
8"X16" TA
BY FSC
FC95 00
94•r $3
GAS LINE CURB/GUTTER BOTH SIDES 62,00
UF'j_\k �Q
HYDRANT—,
❑VERHEAD ELECT LINES a
!e
cn�r
b
Z
--
rn
0000
70
0 rn
<
N
M
O
�
EXISTING METAL BLDG 3
FF = EL95.56' U! 3
43-A-26-B 16" U7'T RF Y VALVE
TRUCK DOCK
S 45d 59' 10" E - 200.93'
EXIISTINO JATER LINE
16' CL250D1
Z
a
W
fl j N
rn
- I
— — — — — — — —
—
— — — — — —
— — — — — —
— — — — — — — —
— — — — — — — —
— — — — — — — --
— — — — — — — --
— — — — -
— — — — —
- — — — — — — —
— — — — — — — —
— —
p
o
z NOTE: 36 MIN COVER
�z
0
W
s
�
s
O
m
o
►-
I
w
z
I
to
tY
O
�
0+00 1+00 2+00 2+25 3+00 4+00
PROFILE PROP 8" WATERLINE
FCSA CONSTRUCTION NOTES
1. WATER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION
AUTHORITY. Tx 0�rra
0
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. , � BENJAMIN
o CHAR! ES
v 3. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MON'TGO;diERY
MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY It Na0402030342
THE COST OF THIS WORK.�G�4U
4. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLE IS TO BE INSTALLED ON ANY LINE �ONALE
THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF
THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
5+00
SITE- PLAN — JIM WILSON
(7Atjj✓5bo?-b
DISTRICT, FREDERICK
COUNTY, VA
APPROVED BY THE ZONING ADMINISTRATOR
DATE: 2 61 Y
General Notes
THE ADDITION OF 1500 SQ FT OF
CONCRETE PARKING WILL CREATE NO
APPRECIABLE RUNOFF RATE. NO
OTHER CHANGES TO THE SITE ARE
BEING MADE. THEREFORE, THE
RUNOFF AND THE RUNOFF RATE ARE
NOT BEING AFFECTED. NO
ADDITIONALWATER RETAINAGE
REQUIRED.
EXISTING BUILDING TO BE REBILT IN
EXACT HEIGHT AND BASE. MAXIMUM
FULL TIME EMPLOYMENT OF 5.
PARKING SPACES CALCULATED ON THE
ABOVE REQUIREMENT.
SITE WILL NOT BE DISTURBED DURING
CONSTUCTION.
ORIGINAL SURVEY BY GREENWAY
ENGINEERING & SURVEYING COMPANY,
INC. IN 1982.
ZONING M-1 USE S-1
2.5 AC. TOTAL
SETBACKS:
REQ'D PROVIDED
FRONT 75' 300'+
BACK 25' 98'
SIDE 25' 26' MIN
NO SIGNAGE ON SITE AT THIS TIME.
FUTURE SIGNAGE MUST COMPLY WITH
ZONING ORDINANCE 165.30.
NO OUTDOOR STORAGE PROPOSED AT
THIS TIME. EXISTING STORED ITEMS
ARE TO BE REMOVED.
NO OUTDOOR TRASH RECEPTACLES
ARE PROPROSED AT THIS TIME.
THE MAXIMUM HEIGHT FOR BUILDINGS
IN M-1 ZONING IS 60'. PROPOSED
BUILDING IS TO BE 35'.
PROPOSED BLDG 30,000 sq ft
EXISTING BLDG 22,000 sq ft
TOTAL 52,000 sq ft
FAR REQ'D 1.0
FAR PROVIDED .48
PARKING REQUIREMENT: 1 PER
EMPLOYEE. PROVIDED 5 SPACES FOR
5 EMPLOYEES MAX.
NO ADDITIONAL LANDSCAPING TO BE
PROVIDED.
OWNER/DEVELOPER
JIM WILSON
1200 W FAIRFAX ST
STEPHENS CITY, VA 22655
= (00i 1ZF�21 vc�
�} 540-869-8960 Vapj f�{l as
3
FCSA REV 2
11/3
M- b iA\1f)q'P4J-T/ro -
5 7 CD
2
FCSA & ZONING REV
10/25
7
M- 0 I + D9144T0
1
ZONING INFO ADDED
8/30
No.
Revision/Issue
Datemm
Firm Name and Address
COMMONWEALTH DESIGN & BUILD, INC.
1200 W FAIRFAX ST.
STEPHENS CITY, VA 22655
(540) 869-0308
Drawn By: BCM
Project Name and Address
JIM WILSON WAREHOUSE #2
LENOIR DR
STONEWALL IND PARK
WINCHESTER, VA 22603
fD roject Sheet
130-97
ate 6/21 /99 S 1
scale
1 " = 30'
4
.
FINAL SITE PLAN
� APPROVED
s;-fa pl ..,. + y1-g1