HomeMy WebLinkAbout019-98 Toan & Associates (Revised) - Stonewall Ind. Park - Gainesboro - Backfileko
ADDITIONAL AREA BY BOUNDARY N F
_.
6 N
-- - -------/ _ - _ - LINE ADJUSTMENT PLAT = 0.30 ACRES. LENO►R CITY COMPANY �� -
_-_ OF VIRGINIA � 1 - 8° Plug & Darker ;
!' -- ---- -_--__ _ _- __ _ ^`� 2 - Joi* 8" WIM ; li
I Estimated 100' Year Flood-� Zoned: M1 EX. 1 -FIRE HYD. ASSY.
Elev. ® Detention Pond __ 7 I t EX. 1 - 8" GV. &BOX
tt Detention Pond g - ~-^ Use: Commercial & Industrial r ,� 20'�T�R
t y Others , _ -63 r
PIN: 43-A EAI SEMENNO
S 68 55 0, 3 E ' y
t
`. ' VO �, ` 1rr Inv. Out - 716.00 FO MAR ITR LI -`r',- EX. 10, pyein6ge -& Utility Es I
W/ES_ 1 25, B.g.E.' - PROPOSED 20' ATE ACCESS ROAD
6" DIAMETER STEEL PIPE (Sched ,40) -714 -- f p �,' EX. F.H. ASSY
PAINTED YELLOW AND^`� Provide two bollards. Paint 1 -]
a� FILLED WITH CONCRETE. hydrant and bollards yellow. EX. STR1�T0 BE RELOCATED) + /
r . \ �'� Type = DI-7
,
_ _ -' �'C� Top = 720.50
= ! /
-. Inv. 7,00
SUg Inv. In t18+ 1 718.25 'r
i ®c? •�' 7 I
TE{ A
• GI'�EGA CCESS• `R;�i6�. • GRAVEL AREA
Inv. In 24 - 717.45 PHASE 3 °
I w
ROAD• r /s SECTb , , PHASE 3 ADDITION PHASE 4 �ADDI
iv Aso/1 ,� OFry - TION i
I ` • D SfEO, FF - 725.0 FF 725.0
61 i `• � `�� � .. - ,532 Sq: �'t. 294250 Sq. Ft.
18" DIAMETER CONCRETE , r Building - I \
�.• RELOCATED STIR i id ng Height - 1 ft. JN PHASE III i
RIM=719.75 _ ` `
T/ ,' 1 - EX. 8" TEE
TITS AREA TO BE
cU t , 1 - EX. 8' GATE VALVE
INV. IN=716.88 REMOVE EXTRA WATER PIPE NOTE: USED FOR TRAILER
" THIS IS A PRIVATE WER SYSTEM. /
/�/ / INV. OUT=716.78 AND PLUG END. STORAGE'
lb-
. J ... FORCE MAIN, PUMP STATION, AND
D GRAVITY SEWER LINES HALL BE
ADJUST EXISTING WATER MAIN c
,' ,.• TO AVOID PROPOSED STORK,AWNED AND MAINTAINEf BE DEVEL ER.
PROP. STR 5 -TYPE / Dl-1 PROP. STR 6 -TYPE DI-1
LOWER EX. WATER MAIN �... „�' - .::...... :.:. ! , I ,
o D j , ! " .. ... ;. • .� RNk720.75 RM=720.75
�' C i
4" rV / [,'gar // IF NECESSARY. EX. 180 - 24 RCP 0.25�' : .. �� �,: r INV. IN=717.60 (3)BLDG.I / , .. , 1 � INV. OUT=718.00
;.... �,
/ 1 TO BE RELOCATED INV. OUT=717,50 ACCESS I i
270' r 130' i
4 0 '40 Vil i 717.3 EX. STR• 3 % 60.0' 6 WATER TO SPRIkLER On Site Private
. 41�,, a a Pump#atlon POLE MOUNTED /
BOLLARD DETAIL _• � _ t 60 FT. 18' RCP_�25x I
,r c° Q` :``!!! / Type = DI-1 Mod- for Height �\ / I --�:23x _._._ _ ._--- VAN ACCESSIBLE
N . T. S. / <. , , r, To 720.75 RCp ® EXI NG TREE
6.67 p 13A_ 1` I H.C, SIGNAGEW. In - 718.00 >< T BE RELOCATED;' i
J / � p Inv. Out 717,90 31 _ r - 1 - _ _ _ r
j �BLTID�-� _
NOTE: FIRELINE SYSTEM PAST BACKFLOW
x ' w EX. 8 W w '-90',/'BE�iU / PREVENTOR IS PRIVATE.
/ WATER MAIN I
EX. FT. 18• P _ _
0.63% EX. F. / REMOVE 8" PL G
\ I REND AT 2AX � PR P. A SY. /
�` NOTE: EX. TRUCK VOLUME TO 112,300 sq.ft.
i � ,� SEM � � �, yam h �\ O/ �• 3/4' WATER METED � WAREHOUSE = 48 PER DAY. TRUCK VOLUME
EP O
EX. 1-6" C.V. ,
TO PHASE 4 FACILITY COMPLETE PROJECTED
p\NP,G o BACKFL{IVtf PREVENTER �' ��
q �„�, yo.� moo, , ^ry EX. 1 - 8" x 6" Tee ; Mf ! AT ADDITIONAL t 1 TRIK K� PER DAY OR A
2 i , o EX. 1 - 6" G.V. do BOX p2 TOTAL OF 65 TRUCKS PER DAY.
j /
f EX i p � b \ EXISTING UPRIGHT SIAMESE � / / �
, EX. 3 - 8" G.V, dt ibOX / ?
FIR DEPT. CONN. WITH 6 DIA. / ti° TO E ABANDONED * PLACE
Loading dock door �, 6" SJ EL, CONC. FILLED BOLLARDS r / 44 ,,
Typi\& 1"
B", ORE SERVICE TO BUILDING i / 'Ci
l i ,\�1' 90' BEND `� _
Z�. � � ��, • \ � ,q � 1, 26 � / / � 4�
RUC ED ONLY
90� NL
`eEND,� ,� ; \\ � � � �'`� , NOTES PHASE 4 ENTRANCE TO 8E CONST T
_ r - _ _. _. _ _ _ 4 / , �, 00 0 �� AFTER THE EXTENSION OF $ is i TYSCIN DRNE,
EX. STIR. #4 / �o • c
Type = DI-7 Mod. for eight /� /�'�
Ex. Manhole ?,' Top = 720.75 O' Lt��r7�i�d/
Rim Elev eg 65 Inv. Out - 718.50 / +``
0/, PROP. CG-6 w/ REV. GUTTER STYLE
-_� Q cam•
Inv. In. = 719.4b
% ' Q
__-n v. Out = 719.36Ex. Water / _ /
I = r,,, ,' E
n 719.50 asement
'\ T T PROP. CG-6
FX l / / ENTRANCE
O PO
' ' - ` ``\• 8' sewer ' , -' o�: • • � 2Sp � 2 S OFFICE r ' y - - .. _ -- _' - - SV� �` �v� �``�"�, �°• v�' c,�`
�� - EXTENSION OF TYSON DR. i FIRELANE
I
10 - �/ ,,a Ct, Cr Cp, e o ,� 4.- r, EXISTING TREES
Aaces ®10 _j y� 00 0s
SITE DEVELOPMENT SUMMARY REVISED AREA CALCULAo
MtAG/STER44L DISTRICT GA/NESBORO ' TIONS r" ,�nI� \ X 18 �a ti p• "'' ,' �` '
<6 ,�0. I EX. MH 2 / �' `� �, ,• �, / �� a All water main to be PVC SDR 21
\ \`, �' Rim Elev = 726.20 A I I sewer pipe t o b e PVC SDR 3 5
EXISTING LOT AREA 1, � 80 ACRES 14.12 ACRES \ \ -'`
ZONING M1 `�\ -�-1 - EX. F.H. ASSY \ Inv. Out - 722.65 ` { .i a' y� o` \
tom' _ _ .
CURRENT USE pFF/CE/WAREHDUSE y `~ -� \mot \ 6 _ __-726--_ �- 1� ,, P�c , o� All parking areas shall be paved
TAX ti44P TM43- 19-38 Jt' �/� _ ) _ - EX tdH
sETaACKs ?R Rim Elev = 72 ,00 / off. / At
In 722.1D
h
FRONT . 75.0' - -(4116
/ 1 1 o o
SIDE 25.0' 3/4" WATER METER Inv. 4i�= 721. 0 0 �w �� i / oo �,��
REAR 25.0' / S.� \� Q
FLOOR AREA . .. 223,282 SQ. FT ® £R \ ��- o ( / �� �• Jy �•
. /
FAR ALLOWED .. 1.0
FAR PROVIDED . .... .... O_Y7
EXISTING WAREHOUSE AREA . 112„300 SO. f7 C�6 ¢ �T • �\ /j f Q.. r 0. 429; +• y �� ^'� S / / / `�r„�" o. d J �/7-
EXISTING OFFICE / WAREHOUSE 20,200 SO. f7 / Gc,�/� CC !�(/ G7 • �\ \ • `�. '/ / rr / ( -
PROPOSED WAREHOUSE /N PHASE 3 61, 532 S0. FT
^� !
PROPOSED WAREHOUSE /N PHASE 4 29,25050 FT. / � , F � �. �. / •�/ \C�j� /r� r
ULTIMATE WAREHOUSE SPACE 215,082 SO. FT
NO. OF EMPLOYEES PER SHIFT 8 USF fir C/'l'/F \ v City/\Fse
PARKING REQUIRED .. • . • . 8 2
/ t
OFFICE/WARE-HOUSE .. 20,200 s0. fr A/ti Nmvc �gCq�T''�,00n 6 !y '�� \ �,I�, ` �r\� / ,' OWNER/DEVELOPER: c
1/4 OFFICE SPACE i ... ...... ..... 8,20o O 1/2so so. �� y ' TOAN AND ASSOCIATES LIMITED PARTNERSHIP
�3� I Ex. Manhole #35A /r r i
3/4 WAREHOUSE SPACE 12 000 O 1/EMPLOYEE /9� Rim E{ev = 727.50 / �.�.�� 360-2 McGHEE ROAD
OFFICE PARK/NG REQUIRED • • • • • • 328 2 Inv. Out = 721.30 F4 1 ,r ,r ;' WINCHESTER, VA, 22603
WAREHOUSE EMPLOYEES 8 38 \ ~ !y • ' ,' / 540 665-0693
roving Authority q*,-�
Zoning Administrator Date
WAREHOUSE PARKING REQUIRED 8- 38 �R /
_ _ I /
TOTAL PARKING SPACES REOUIRED 40.8 0r 41 - 70.8 or 71 ` " a i� �I / ! n J LL C J
TOTAL PARKING SPACES PROVIDED 57 98
HANDICAPPED SPACES REQUIRED 3 4 e
PHASE 3 PLANTING SCHEDULE '• i � �8• � Q t+ o �°�°'�
HANDICAPPED SPACES PROVIDED 3 -- 5
Gy L p'/ / NOTE NO ACCESS TO SITE v� UNIMPROVED PQ� d`1� IN FEET
LOADING SPACE AREA 222,500 SO, FT.
LOADING SPACES REOUIRED 5.4 O 215,082 / 40,000 SO. FT.
LOADING SPACES PROVIDED 20t
LANDSCAPED AREA REOv/RED
3. 45
ACRES O 254
.% 53 ACRES O 25o
LANDSCAPED AREA PROVIDED
3.49
ACRES O 25.3X
3.64 ACRES O 25.8X
NEW PAVED AREA = 6, 644
PARKING AREA LANDSCAPED REOUIRED
NEW L4NOSLAPE0 AREA = 1J,2J0
PARKING SURFACE AREA
- 174,866
SO.
FT.
181, 510 SY0. FT.
REOU/R£D PARKING AREA LANDSCAPED
8, 74J...50 SO.
FT. AT 5X OF PARKING AREA
-9, 076 SO. rT.
PARKING AREA LANDSCAPED ..
43, 924
50.
FT.
PARKING LOT PERIMETER • . •
- 2,100
2,600 FT,
FT
PERIMETER TREES REOUIRED
52.5
EA,
AT 1 TREE/40 FT.
65 EACH
SPACE TREES REQUIRED
5.7
EA.
AT 1 TREE/f0 SPACES
9.8 EACH
TREES RE•UIRED
56.2 or
59
EACH
75 EACH
EX CANOPY TREES
31
EACH
ADD CANOPY TREES PROVIDED PHASE J
30
EACH
45 EACH
DISTURBED ARGA . . • .. ...... .. , ...
10
ACRES
COMMON NAME
S/IE
OUANRTY
BRADFORD PEAR
2" CAL,
25
DOGWOOD
2•" CAL.
20
LIGHTING SME'D ULE
SYMBOL CLIAAIT17Y POLE FIXTURE
® 5 15' 400 WATT MERCURY VAPOR
FIXTURE QUANTITY
1
FJ / !', Ni 1 inch = 50 tt.
A ; TYSON DRIVE R-O-W WILL BE ALLOWED,
•`. � i ' I e��- 00�• Ot`
LIGHT POLE (typ.) `
Toan & Associates
H o� Revised Water & Sewer Plan
Ex. Culvert II \ MqI �' A Stonewall Industrial Park
108' - 18• RCP A 0.58% `
` { ' "-"
Frederick County, Virginia
Revised per FCSA 1 Feb. 1995 JLW
Inv. In = 722.90
Revised per FCSA and Fire Marshall Comments 24 Jan 1995 RAM
, ZVONALD A. MISLOWSKY, Z
NO. 020674
Inv. Out = 722.25
Revised per New Warehouse Layout 25 Sept. 1996 Jos
o
Gilbert. W. Clifford and Associates, Inc.
SHEET
Revised per New Warehouse Layout 15 OCT. 1996 DS
t{� L 4N Z.
�'
1
Revised per Review Agency Comments DEC. 2, 1996 DSF
Relocated Force Pump
f
Engineers Land Planners Surveyors
Main and Station, added water meter 2/6/98 JLW
Revised
v
200 North Cameron St.
OF
per F.C.S.A. comments dated 2/2/98. 2/11/98 JLW
���`
F
Ock Greenwich Dr.
Added parking 3 4 98 JLW
/ /
S �G
lONA
Fr l 2
Fredericksburg Virginia 22401 Winchester, Vi0)
1
Revised per F.C.S.A comments dtd. 3/23/98 3/30/98 JLW
66 -2139
(540) 898-2115 (540> 667-2139
ADDITIONAL AREA BY BOUNDARY N/F 1�6
/ - ---- - _ OF VIRGINIA �ti 2 - JointS 8" W M �
/,' J Estimated 100 Year Flood ---------_-` - - _ Zoned: M1 / EX. 1 -FIRE HYD. ASSY.
Elev. 4 Detention Pond = 72Q,�9__ _ ---716 EX. 1 - FIRE
GV &BOX
--- - Use: Commercial & Industrial �� 20' WATER
Detention Pond icy Others ```�1 PIN: 43-A-63885. EASEMEN I
S 68 55 '0 3" E _ _ e
Inv. Out - 7i6.00 0 MAR �R LIN /�" Ex. 10 fei16ge &utility Es I
W/ES-1 - ; 25' B. E:' PROPOSED 20' - ATE ACCESS
R� _ E S ROAD
`-'-- 714 _ _�__ __- EX. F.H. ASSY
6' DIAMETER STEEL PIPE (Sched '�40) � O `�
PAINTED YELLOW AND \ / �\Provide two bollards. Paint %
FILLED WITH CONCRETE. / / - „�. �0�, hydrant and bollards yellow. EX. STIR. 1 TO BE RELOCATED)
i 1�r o Type = DI-7
Top = 720.50 I I \
0 0 Inv. Out = 717,00
f:' AGG�'EGATE� Q.:...:... S0g /' Inv. In 18" = 718.25 GRAVEL A�a
CESs. 'iAb'Inv. In 24 = 717.45PHASE
----- -'-
R0� 0 lS S£cTIOV i✓ PHASE 3' \ADDITION PHASE 4 • ADDITION I �
n �D FF = 725.0 �' FF = 725.0
61,532 Sq. Ft. ,` 2$250 Sq. Ft. W
18" DIAMETER CONCRETE Blllldlll Height = u7
RELOCATED STIR J1 _ g g 24 ft. N'I PHASE III
/ RIAI=719.75 1 EX. 8" TEE
THIS AREA TO BE
l 1 - EX. 8 GATE VALVE Ii /
INV. IN=716.88 \` ,`�J REMOvE EXTRA WATER PIPE NOTE: ; USED FOR TRAILER
'l - THIS IS A PRIVATE SEWER SYSTEM. /
l�l fJ INV. OUT=716.78 AND PLUG END. I STORAGE
l , " FORCE MAIN, PUMP SI,ATION, AND
f / /
4 o RAVITY SEWER LINES HALL BE
1 \\ IcQ"� �• ADJUST EXISTING WATER MAIN`. .: OWNED AND MAINTAINED BE DEVEL RER.
TO AVOID PROPOSED STORM _
�.o , ; A PROP. STR 5 -TYPE bI-1 PROP. STR 6 -TYPE DI-1
1 , LOWER EX. WATER MAIN RIM=720.75 RN=720.75 /
v ..� �' O
/ `-� IF NECESSARY EX. 180' - 24 RCP ®0.25q1. BLDG. l /
INV. IN=717.60 (3) INV. OUT=718.00
i TO BE RELOCATED INV. OUT=717.50 ACCES01)
-S D. o f / 270' i I 130
o 717.3i F0 0 -- - 6" WATER TO SPR}kLER - On Site! Private
o '� F ?., / EX. STR. #3 / Pump station PO
BOLLARD DETAIL -- -_160 FT, IT RC_ E MOUNTED -
Q / Type = DI-7 Mod. for Heigbl P ' L '
N . T. S. ' - XI IN TREEVAN ACCESSIBLE /
Top = 720.75
E G H.C, SIGNAGE
¢� �? 6.67 Inv. In = 718.00 \/ ��= T BE RELOCATED l
r`--
J� / .0/ p Inv. Out = 717.90 i 31 r - i - - - - /
�w- - ' w NOTE FIRELINE SYSTEM PA1 BACKFLOW
x EX. 8 WATER MAIN / PREVENTOR IS PRIVATE.
®0.63% 1 g - / REMOVE 8" PL G /
EX. F. 1�
, / x'.• .: . - o N PROP. - ,
o l o \,/ l RELAIID AT 2.1%. w -6 A SY. _ / / NOTE: EX. TRUCK VOLUME TO 112,300 sq.tt.
/
EX. 1 _6" TEE___. 3/4" WATER METER , �� WAREHOUSE = 48 PER DAY. TRUCK VOLUME
/ S I o h EX. 1 6" !1V. /
EP / o ,® I F / / �0 TO PHASE 4 FACILITY COMPLETE PROJECTED
BACKFLC>>fO PREVENTER Ex. 1 - 8" x 5' Tee / �' / AT ADDITIONAL 17 TRUCKS PER DAY OR A
Zp <� ;i` �o �a c� o EX. 1 - 6" G.V. BOX / %/ �o`�� TOTAL OF 65 TRUCKS PER DAY.
EXISTING UPRIGHT SIAMESE i
3 / o EX. 3 - 8" G.V. do rBOX %
\ FIR 'DEPT. CONN. WITH 6" DIA. ; TO BE ABANDONED:1N PLACE r `
J �
Loading dock door 6" STEEL, CONC. FILLED BOLLARDS
Typicc�. of 9
�- '\ / 8"; FIRE SERVICE TO BUILDING
(o/ ,�`L907 BEND
/ b
26 ; ' ,•��
4� 90' BEND, qN yygT � A,, NOTE- PHASE 4 ENTRANCE TO BE CONSTRUCTED ONLY
AFTER THE EXTENSION OF TYSON DRIVE.
7
EX, STR. #4 1�zQ3'gz.,o '/ �� /N� I "'�� /
`.... /': Type DI- 7 Mod. for eight ^� , ? - F 1,Tco
720.75
/ 5• \
/ LEGEND
Top 20 75 �
Ex. Manhole #35 Inv. Out = 718.50 / ( `' 4 0
Rim Elev = 72�8.6550, PROP. CG-6 w/ REV. GUTTER STYLE
Inv. In. = 719.4b Ex. Water �
Inv. Out = 719.36 \� w
In = 719.50 / - Easement
ENTRANCE TO BE PROP. CG-6
20 SF OFFICE /r O / ��� 4 v �' / CONSTRUCTED UPON
EXTENSION OF TYSON DR. FIRELANE
- - _ \ ,.. �� \4 _ _ � `� / � ti a •�� � �'O ',' ,'��c �.
7� SAaOe _ rs, OC � �� � EXISTING TREES
s ®1�, o. �/ , , •\w
SITE DEVELOPMENT SUMMARY �E� A ' I EX. MH 2 � // �� o, �a ���
MACISTER14L DISTRICT GA/NESBORO 6 t M \ _ ^� �� /
\ Rim Elev - 726.20 x � ;' ;' �.� / � << 3� All water main to be PVC SDR 21
EXISTING LOT AREA 13.80 ACRES ---------- ---- -- - 14,12 ACRES
All sewer pipe to be PVC SDR 35
ZONING M1 \ -� 1 - EX. F.H. ASSY Inv. Out - 722.65 - _ __ - � . , � _._��/ � � /
�, Jy \ 1 \ �s. _ ° �° o All parking areas shall be paved
CURRENT USE OFFICE/WAREHOUSE �\ \ B _ - - 726 / 'r o
` v
TAX MAP ....... TM43- 19-38 �, _ rY - f % �.� _ EX iV�ti - - / �� f O 4 r F
Rim Elev - 72 .00 // yo4 �� / �} ,1 // o/, �C1j�\
FRONT 75.0' / / - nv. In - 722.1o ®
tw i o ti o°
s�DE 25. 0' o• E�(. 3/4" WATER METER \ 8' �\ = 721. 0
REAR 25. 0•
FLOOR AREA 223 282 S0. FT N,
FAR ALLOWED 1.0
`.
FAR PROVIDED 0..37
FINAL. r...
EXISTING WAREHOUSE AREA 112,300 SO. FT v�d \ - ® 0.429
EX/STING OFF/GE /WAREHOUSE 20,200 SQ. f7 / � , TF �CG, �O� \ \ `� ✓// ,% j ��
PROPOSED WAREHOUSE /N PHASE 3 61, 532 SO. FT , yF 92
PROPOSED WAREHOUSE /N PHASE 4 29,250 SO. FT
ULTIU47£ WAREHOUSE SPACE 215,082 SO. FT r 0 eh `�� �� / \E�• p \ / �` '/ /
ng Authority
NO. OF EMPLOYEES PER SHIFT 8 SSE 0'� C'/ ��F ,Q Utz/� y o�n\°,�e \ 7! ,� ✓/{/ I! ; `/ q -
PARKING REOU/RED 8 y A I
n Fs
A �NiN Vqco,� 6�' > � / �'t �� \�.�j OWNER DEVELOPER-
OFFICE/WAREHOUSE 20c,200 so. FT /ti v TORN AND ASSOCIATES LIMITED PARTNERSHIP
1/4 OFFICE SPACE 8,200 O 1/25o SQ. FT 43\ M� / E x . Manhole #35 A t /
3/4 WAREHOUSE SPACE 12,000 O 1/EMPLOYEE /9� Rim Elev = 727.50 / / �s.� / Q 360-2 MCGHEE ROAD -
Inv. Out = 721.30 FX� ,` WINCNESTER, VA. 22603 Zoning Administrator Date
OFFICE PARKING REOU/RED J2.8 ` - ,
WAREHOUSE EMPLOYEES - 8- --- 38
WAREHOUSE PARKING REQUIRED 8- -- 38
TOTAL PARKING SPACES REQUIRED 40.8 or 41 70.8 or 71 1S0 25 e� 0�1 i a50 100
TOTAL PARKING SPACES PROVIDED 57 -- 98 \ 12 I co •q�0
HANDICAPPED SPA ES RE UIR£D - - 4 S
c Q PHASE' 3 PLANTING SCHEDULE' \ �� / Q ; °F,,Fc� %8
HANDICAPPED SPACES PROVIDED 3 5 ,..
ly � Q' ,��/ I NOTE NO ACCESS TO SITE VIA UNIMPR '1No of �L (IN FEET
LOADING SPACE AREA 222,500 SQ. FT
LOADING SPACES REQUIRED 5.4 O 215,082 / 40,000 SO, FT.
LOADING SPACES PROVIDED 20f
LANDSCAPED AREA REQUIRED 3.45 ACRES O 25X ---- .J 53 ACRES O 25X
LANDSCAPED AREA PROVIDED 3.49 ACRES O 253X -- -- J54 ACRES O 25.8X
NEW PAVED AREA = 6 644
5 A / TYSON DRIVE R-O-W WILL BE ALLOWED.NN/ 1 mch = 5o ft.
12,
LIGHT POLE (typ.) �, I � c�'��
_ Toan & Associates
PARKING AREA LANDSCAPED REQUIRED NEW LANDSCAPED AREA = 13,230 - _ I�7,.\ P� S H Q F R e v ILs e d W ate I Sew e t P lull
PARKING SURFACE AREA 174,866 SQ. FT. --- ---- 181, 510 SO. FT.
REOU/RED PARKING AREA LANDSCAPED 8,743.30 50. FT. AT 5X OF PARKING AREA-9,076 SO. FT, Ex, Culvert II FR'11q/ 'p Stonewall Industrial Park
_ - Revised per FCSA 1 Feb. 1995 JLW 0 i. �^ Frederick County, Virginia
PARKING PARKING AREA LANDSCAPED • . • • 4,j 924 SO. F7 108' 18" RCP ®0.58� '
PER/METEROTRETSPERIMETER
RE U/RED •' • 525o EA. AT 1 TREE 40 FT. 656EACH r InvInv. In -7 2.905 Revised per FCSA and Fire Marshall Comments 24 Jon 1995 RAM E ADD A. M15LOWSKY, JR Z
FT
Na. 020674 SHEET
/ LIGHTING SCHEDUE _ Revised per New Warehouse Layout 25 Set 199E JDs � D Gilbert W. Clifford and Associates, Inc.
SPACE TREES REQUIRED 5.7 EA. AT 1 7REE/10 SPACES 9.8EACH Revised per New Warehouse Layout 15 OCT. 1996 DS '
TREES REOUIRED • • • • • 58.2 or 59 EACH 75 EACH SYMBOL 0UANr177Y POLE FIXTURE FIXTURE OUANTITY Revised per Review Agency Comments DEC. 2, 1996 DSF y Engineers Land Planners Surveyors 1
EX. CANOPY TREES "' 31 EACH
_ _ _ Relocated Force Main and Pump Station, added water meter 2/6/98 JLW �Q ��v OF
® 5 40G WATT MERCURY VAPOR P / / / / 150 C Oide Greenwich Dr. 200 North Cameron St.
�: • Revised per F.C.S.A, comments dated 2 2 98. 2 11 98 JLW
ADD CANOPY TREES' PROI✓ID£D PA04SE 3 JO EACH 45 EACH 1 `F �G� Freciericksbur Vir inla 22401 Winchester, Virginia 22601
Q Added parking 3/4/98 JLW SIONA <Sao? 898-2u5a 9 c5a09667-2139 1
~ D/STLIRBED AREA 10 ACRES Revised per F.0 S.A comments dtd. 3/23/98 3/30/98 JLW
COMMON NAME
SIZE
OUANTIT)
us
BRADFORD PEAR
2" CAC.
25
DOGWOOD
2" CAL,
20