HomeMy WebLinkAbout43-04 Clarke Motors - Auto Dealer Wash Area - Stonewall - BackfilefA L1no ramm ilawrlma-
FEATURES & SPECIFICATIONS
INTENDED USE — Ideal for parking areas, street lighting, walkways and car
lots.
CONSTRUCTION — Rugged, die-cast, soft corner aluminum housing with
0.12' nominal wall thickness. Extruded 4' soft corner arm for pole or wall
mounting is standard. Die-cast door frame has impact -resistant,
tempered, glass lens that is fully gasketed with one-piece tubular
silicone.
FINISH — Standard finish is dark bronze (DOB) polyester powder finish, with
other architectural colors available.
OPTICAL SYSTEM — Anodized, aluminum hydroformed reflectors- IES full
cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw)
and R5S (square). High-performance anodized, segmented aluminum
reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric)
and SR4SC (forward throw, sharp cutoff). Segmented reflectors attach
With tool -less fasteners and are rotatable and interchangable.
ELECTRICAL SYSTEM — High reactance, high power factor ballast for
IDOW/150W. Constant -wattage autotransformer for 175-400W. Super
CWA Pulse Start ballast required for 200W, 32OW and 35OW (must order
SCWA option). Ballast is copper -wound and 100% factory -tested.
Porcelain, horizontal, position -oriented, socket with copper alloy, nickel -
plated screw shell and center contact Medium -base socket used with
100W & 15OW, mogul -base socket used with 175-400W. UL listed 150OW-
60OV.
LISTING — UL Listed (standard). CSA Certified (see Options). UL listed for
wet locations. IP65 rated in accordance with standard IEC 529.
S 71 ' 23" 48" E 459.99
N 71' 33" 08" W 400.49'
Catalog Number
KAD 400M R3 TB SPD09 DDB HS
Notes
Type
STII�
Soft Square Cutoff Lighting
'
z®
KAD
METAL HALIDE
10OW, 15OW, 175W, 200W,
25OW, 32OW, 35OW, 40OW
20' to 35' Mounting
Standard Dimensions
EPA:1.2 it'
7.1 /8"
Weight 41 Ibs (18.6 kg)
EJ
(18.1 cml
Length: 17-1/7' (44.5 cm)
Width: 17-1/2' (44.5 cm)
Depth: 7-IX (18.1 cm)
F— 4'17-1/2'�1
(10.2 cm) (44.5 cm)
ORDERING INFORMATION
Example: KAD 4WM R2120 SPD04 LPI
Choose the boldface catalog nomenclature that best suits your needs and write
it on the appropriate line. Order accessories as separate catalog number.
KAD 400M R3 TB SPD09
DDB HS
Series
Voltage Mounting
Options
KAD 1ODM 120 SPD04 Square pole (4' arm)
Shippefl Installed In Fixture
Architectural Colors'
KAD 150M 2W (standard)
SF Single fuse (120, 277, 347V, n/a TB)
Standard Colors
KAD 175M 240' SPD09 Square pole (T arm15
DF Double fuse (208, 240, 48OV, n1a TB)
DDB Dark bronze
KAD 200M 277 RP004 Round pole (4' arm)
PER NEMA twist -lock receptacle
(standard)
KAD 250M 347
only (no photocontrol)
DWH White
KAD 32tM1!' 4801 RP009 Round pole IT arm)'
LPI Lamp includedas standard
DBL Black
KAD 35DW TB' WWO04 Wood pole or wall (ir arm)
L/Lp Less lamp
Classic Colors
WWO09 Wood pole or wall IT
KAD 400M
PO Power Tray"
DMS Medium bronze
arm)5'
WTB Terminal Wiring Block"
DNA Natural aluminum
Distribution WBD04 Wall bracket (4 arm16
ORS Quartz restrike system (250W
DSS Sandstone
WBDO9 Wall bracket (9' arm)'
Hydrofortrwd Reflectors
maximum, lamp not included)'
DGC Charcoal gray
g y
R2 IES type II asymmetric 2 L/Arn (When ordering KMA,
CSA CSA Certified
DTG Tennis green
z DA012)
R3 IES type III asymmetric
SCWA Super CWA Pulse Start Ballast We
P
DBR Bright red
R4 IES type IV forward throw' Shipped Separately
IODW & 175W)
OSB Steel blue
KMA Mast arm adapter
Shipped Separatelyb
R5 IES type V square KTMB Twin mounting bar
PE1 NEMA twist -lock PE (120, 208, 240V)
DA012F Degree Arm (pole)
PE3 NEMA twist -lock PE (347V)
SR2 IES type II asymmetriC2 DAD12WB Degree Arm (wall)
PE4 NEMA twist -lock PE (4WV)
SR3 IES type III asymmetric'
NEMA twist -lock PE (
SR4SC IES type IV forward throw
SR
3
HS House -side shield (R2,, tiR3, R4)
HS
NOTES
(SR2, SR3)
1 Reduced jacket ED28 lamp must be used with SR2, SR3 & SR4SC optics.
I(ADVG Vandal guard
2 House -side shield available.
KADWG Wire guard
3 Consul factory for availability in Canada.
4 Optional multi -tap ballast (120, 208, 240, 277W
Accessories: Tenon Mounting Slipfftter
5 The SPD09, RPD09 or WWD09 must be used when two or more luminaires
Order as separate catalog number.
are oriented on a 90• drilling pattern.
6 May be ordered as accessory.
Number offixtures
7 ORSTD available in select wattages: consult factory. Tenon O.D.
One Two®180" TwoQ90` Three0120• Three®90' FourC%'
8 Additional architectural colors available: please see Architectural Colors 2-3/8-
T20-190 T20-290 T20-29W T20-320'
T20-3W TZD-4901
brochure, form no. 794.3.
2 7/8
25 T190 T25-26f1 T25 2909 T25 320
T25 3909 T25 4909
9 Must use RPDM.
10 Only available with SR2, SR3, and SR4SC optics. 4'
T35-190 T35-280 T35-2901 T35-320
T35-3W T35-4901
Outdoor
Sheet #- KAD-M AL-370
SHOE BOX, DOWNCAST LIGHT FIXTURES REQUIRED.
14 STEEL REINFORC ENT BARS
J3 STEEL RONFORCE'ri4ENT
TIES 0 1'•-6' O.C.
ALL FIXTURES TO BE SHIELDED
TO PREVENT LIGHT SPILLAGE
OFF SITE.
LIGHT POLE
1' TOOLED EDGES
",�UGHT
POLE BASE
HAND RUB FNNSH ON
WITH COVER PLATE
SURFACE OF CONCRETE
AND ALL N VOIDS.
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
�I (
•, t �I,'L:
NONSHPoNK LOAD
PAINT
II ,
I•
BEARING GROUT
YURFAC'ES.
OLOW ABOVE GRADE.
a 1 H
.�(
ANCHOR BOLTS FURNISHED
3'-0'
{ :
WITH LUff POLE BOLT SIZE
FACE OF
GRADE
,:I I1��1.
I II,
PROJECTION AND BOLT
PER
CURB
GRCLE MANUFACTURER'S
T ..
RECOMMENDATION.
8' GALVANIZED GROUND
:1:, " I '
1'-8' 0 CONCRETE BASE
ROD, BOND TO POLL
•;
_
'-•
P.V.C. CONDUIT AT 2'-6'
13 STEEL REINFORCEMENT
(:. },y
BELOW GRAX TO PANEL
TIES 0 1'-6' O.C.
`
14 STEEL REINFORCEMENT `�
_
=
NOTE:
BARS
I`
ALL UNDERGROUND WIRING
1. •
•
TO BE IN NON-METALLJC CONDUIT
e
TO
NOT SCALE
LIGHT
POLE FOUNDATION DETAIL
47 J LITHONIA KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20'
f LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20'
ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED
SO THAT DIRECT OR REFRACTED LIGHT FROM THE
FIXTURE IS NOT VISABLE FROM OFF -SITE.
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(STING BUILDIN
+
99.00
FUTURE LIGHT
SEE DETAIL THIS SHEET
UNDESIGN ETED/OVERFLOW PARKING
+
102.50
EXISTING � `C'
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r—I EXIST. DUMPSTERS\_rT, 3 `'AREAL 0
❑ ❑
+ EXISTING EDGE OF PAVMENTJ 99.00
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T.M. 54—A-106 fri EXISTING ASPHALT —�� "I 100.00 }
4.36 acres 8
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EXISTING GAS LINE
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pQ OF P ` EI�T , CONCRETE APRON v 8 v U `5 PARK) 97.75
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TYP. PIA +
`
PROPOSED 1 UIY
Ln TRUCK BAY 00 G P I G
98.
UNMARKED K\
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PARKING \ Y 9
100.00 EGRESS DOOR S
00
Q � 98.50 + 5044' .36
+ , 99.50 + R Vol
(31 O 1 ` , 1 21'-5" ROPOSED WASH ROPOSED CA
O ` t ` �,J EXISTING+BUILDING BAY ADDITION 1" WATER( USED
Z (� ` , EXIS .
100.00 OF PWR o NT.- 18' +98.50 0
� m
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CAR GRASS
91.50 LAG EX\SS AREA (�
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EX;sti• p,�mP
ZONED B-2 USE: EQUIPMENT SALES
SYMBOL KEY
_G G— G— GAS LINE
_E E — E — UNDERGROUND ELECTRIC LINE
— W W— W — WATER LINE
—SS SS--- SS— SANITARY SEWER
R PROPERTY LINE
L POLE LIGHT
EGRESS DOOR
+ Spot elevation (grade)
br Fire Hydrant
gERR0\1 5SMPN
\00 SPE
SITE PLAN
LEGEND KEY
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C/-) Z_
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N
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0
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LE LIGHT
�rAI F_ 1 " = an'—n"
0' 20' 40' 60' 80' 100' `
SCALE
F.F. =
FINISHED FLOOR
SB
= SET BACK
PWR
= ELECTRIC POWER
EXIST.
= EXISTING
DIR
= DIRECTIONAL
TYP.
= TYPICAL
BRL
= BOUNDRY RESRICTION LINE
BLDG.
= BUILDING
PIN =
PROPERTY IDENIFICATION NUMBER
MPH
= MILES PER HOUR
R =
RADIUS
PROP.
= PROPOSED
F� =
PROERTY LINE
PP =
POWER POLE
Clarke Motors
Stonewall District
Frederick County,
Virginia
Location:
Clarke Motors
1659 Berryville Pike
Winchester, Virginia 22603
(540) 662-2500
Owner:
R.L.Chapman Corporation
5607 College Road
Unit 101
Key West, Florida 33040
(305-294-1736)
54—A-106 (PIN)
CLARKE CHRYSLER PLYMOUTH INC.
380/319
General Contractor/Architect
Lantz Construction of Winchester
600 Airport Road
Winchester, Virginia 22602
(540) 665-0130
Scale: 1"=40'
General Notes:
1) Site plan is based from a site plan prepared by Fitrstenau Surveying
dated April 7,1997. 4 Modified By R.Hunter Hurt DATED 7/30/02
2) Site is served by public water and sewer.
3) All utilities are to be field located prior to breaking ground.
4) No new water or sewer connections will be made as part of this site
plan or scope of work.
5) No new access utility or drainage easements have been proposed on
this site plan.
6) A 20' fire lane must be maintained at all times around facilities.
7) No steep slopes, woodlands, floodplains, wetlands or sinkholes are
visible on site.
8) No streams or drainage ways are visible on site
9) Stormwater management, erosion and sediment control plans are not
required for this site plan.
10) Traffic direction signage is proposed on site plan for one way
traffic.
11) NEW CONSTRUCTION DOES NOT IMPACT ANY EXISTING OR PROPOSED
PRIVATE WELLS OR DRAINFEILDS.
12) FIRE LANE MARKING AND SIGNAGE:
ANY " NO PARKING " SIGNS AND YELLOW PAINTED CURB LOCATIONS
WILL BE INSTALLED BY FIELD INSPECTION AND BY THE DIRECTION
FIRE MARSHALL'S OFFICE.
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Location Map for Clarke Motors
scale: 1"=2000'
FAR; Required 1,0
Existing building ............ 24.244 sq.ft.
Proposed Additions......... 4.070 sq.ft.
Total Building .................. 28.314 sq.ft.
Site Area: 440,542 sq.ft.
Provided FAR 0.064
Landscape Area:
Required: 15% of 440,542 = 66,081 sq.ft.
Provided: 61%.............670,235 sq.ft.
Landscape Regm'ts—None (No Additional Parking Required)
OR Constructed
Parking Requirements:
Customers— 3 per bay (17 bays) 51 spaces required
51 provided w/1 handicapped
Employee
Office— 1 space per 250 sq.ft.
2150 sq.ft.-250=8.6 spaces required
Retail— 1 space per 200 sq.ft.
1055 sq.ft.-200=5.3 spaces required
Total Spaces required ....... 13.9(14) actual 18
39 Parking Spaces provided
Total Parking for Site: 90+
APPROVED BY ZONING ADMINIS'TRATER
ZONING ADMINISTRATOR
DATE:
FIN:,L SITE PLAN
fry
APPROVAL VALID FOR 5 YEARS FROM DATE OF SIGNING
ZONING: B2
USE: AUTO DEALER
PROPOSED USE: ADDITON FOR SERVICE AND WASH AREA
SETBACKS: WASH BAY TRUCK BAY
REQUIREMENTS: FRONT - 50 FT. PROPOSED- 100 FT. 186 FT.
SIDE - O FT. 158 FT. 139 FT.
REAR - O FT. 230 FT. 148 FT.
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FREDERICK COUNTY
PLANNING & DEVELOPMENT