HomeMy WebLinkAboutBatch - Supplemental - 0265 Aviation AvenuePermit Number SP----F--�
CITY OF SOUTH BURLINGTON
APPLICATION FOR SITE PLAN REVIEW
All information requested on this application must be completed in full. Failure to
provide the requested information either on this application form or on the site plan will
result in your application being rejected and a delay in the review before the
Development Review Board.
1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
City of Burlington Burlington International Airport1200 Airport Drive #1 South
Burlington, VT 05403, Phone: 802-863-2874 Fax: 802-863-7947
2) LOCATION OF LAST RECORDED DEED (Book and page #)
Book 13, Page 271
3) APPLICANT (Name, mailing address, phone and fax #)
Heritage Flight, 265 Aviation Avenue, South Burlington VT 05403 Phone: 802-863-
3626
4) CONTACT PERSON (person who will receive all correspondence from Staff. Include
name, address, phone & fax #):
Jon Leinwohl, Stantec, South Burlington, VT 05403 Phone: 802-864-0223 x 110 Fax:
802-864-0165
5) PROJECT STREET ADDRESS:
Aviation Avenue, South Burlington, VT 05403
6) TAX PARCEL ID # (can be obtained at Assessor's Office)
2000 OOOOC
7) PROJECT DESCRIPTION
a) General Project Description:
Heritage Flight plans to construct an addition to the previously permitted concrete pad for
two 25,000 gal and one 12,000 gal above ground double -walled fuel tanks at the vacant
Building 890 site on the grounds of the Burlington International Airport (SP #09-43).
The additional concrete pad will serve as the foundation for five additional above ground
�3/7666 G4C,
tanks. Three of the tanks will store aircraft deicing fluid (ADF) and the other two tanks
will store aircraft fuel. The previously permitted tanks are located south of the existing
parking lot (see attached Location Map) and the existing concrete pad will be extended to
the west for the ADF tanks and to the east for the fuel tanks.
b) Existing Uses on Property (including description and size of each separate use)
The property is currently used for airport functions. The project site is currently vacant.
c) Proposed Uses on property (include description and size of each new use and
existing uses to remain)
The property will continue to be used for airport functions. The purpose of the project is
to provide aviation facilities for the continued viability and projected future growth at the
Burlington International Airport.
d) Total building square footage on property (proposed buildings and existing buildings
to remain)
No buildings are proposed. The existing concrete tank pad will be expanded by 3,667 sf
(64'-4" x 57') to the west and by 1,767 sf (31' x 57') to the east.
e) Height of building & number of floors (proposed buildings and existing buildings to
remain, specify if basement and mezzanine)
No buildings are proposed. The ADF tanks will be approximately 14' high and the fuel
tanks will be approximately 10' high and equivalent in height to the previously permitted
fuel tanks.
f) Number of residential units (if applicable, new units and existing units to remain)
Not applicable.
g) Number of employees & company vehicles (existing and proposed, note office
versus non -office employees):
No increase in number of employees will result from this project. Two Model MT43P21-
ABS "Express Heat" Deicer trucks will be purchased for transporting the deicing fluid.
h) Other (list any other information pertinent to this application not specifically
requested above, please note if Overlay Districts are applicable):
Site Lighting:
Additional site lights equivalent in height and style to the previously approved site lights
will be added for security. Lighting cut sheets are attached.
Landscaping:
The project consists of construction of a new deicing fluid tank facility. No landscaping
is proposed with this project.
Security:
An 8' high fence with three strands of barbed wire and a video camera will be installed
for security. The loading and unloading ports of the fuel tanks will be accessed by a slide
gate requiring key code access.
Other Improvements:
A bike rack and dumpster were approved with the initial site plan approval (SP #09-43).
8) LOT COVERAGE Total Parcel Size: 41,033,520 +/- Sq. Ft.
a) Building: Existing Unknown % /
Proposed 0 % added/
sq. ft.
sq. ft.
b) Overall impervious coverage (building, parking, outside storage, etc)
Existing Unknown % / sq. ft.
Proposed <0.01 % added / 5,413 sq. ft.
c) Front yard (along each street)
Existing 29.3 % / sq. ft.
Proposed 0 % added / sq. ft.
d) Total area to be disturbed during construction (sq. ft.) 6,000 sq. ft. *
* Projects disturbing more than one-half acre of land must follow the City's
specifications for erosion control in Article 16 of the Land Development Regulations.
Projects disturbing more than one acre require a permit from the Vermont Department of
Environmental Conservation.
9) COST ESTIMATES
a) Building (including interior renovations): $ 0
b) Landscaping: $ 0
No buildings are proposed with this project therefore there will be no landscaping.
c) Other site improvements (please list with cost):
ADF tanks (3), fuel tanks (2), concrete pad, security fence, spill containment,
lighting. Estimated cost: $383,200.
Total project cost: $ 383,200
10) ESTIMATED TRAFFIC
a) Average daily traffic for entire property (in and out):
N/A
b) A.M. Peak hour for entire property (in and out): See 10 a).
c) P.M. Peak hour for entire property (In and out): See 10 a).
11) PEAK HOURS OF OPERATION: N/A
12) PEAK DAYS OF OPERATION: N/A
13) ESTIMATED PROJECT COMPLETION DATE: ` ,tAe7 2,,�G
14) ABUTTERS (please list all abutting landowner. Include mailing address. Also
include those across a street or right-of-way. You may use a separate sheet if necessary)
See attached list.
15) SITE PLAN AND FEE
A site plan shall be submitted which shows the information listed on Exhibit A attached.
Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be
submitted. A site plan application fee shall be paid to the City at the time of submitting
the site plan application (see Exhibit A).
I hereby certify that all the information requested as part of this application has been
submitted and is accurate to the best of my knowledge.
ATURE OF PROPERTY OWNER
Do not write below this line
DATE OF SUBMISSION:
REVIEW AUTHORITY: evelopment Review Boar ministrative Officer
I have reviewed this site plan application and find it to be:
(!C!o7mpIet;Inco lete
jq(
E ill l�l
of PlanYiiiig & Zoning or Designee
1001" ANR Environmental Interest Locator
VERMONT Vermont Agency of Natural Resources (ANR)
73-9-0 W 7341-50 W 73-8-40 W 73-8-30 W
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73-9-0 W 73-8-50 W 73-8-40 W 73-8-30 W
0 500 1000 1500 ft.
Map center: 448583, 218311
DISCLAIMER: This map is for general reference only. Data layyers that appear on this map
mayor may not be accurate, current, or otherwise reliable. VCGI and the State of Vermont
make no representations of any kind, including but not limited to the warranties of
merchantability or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. URL: http://maps.vermont.govlimf/sites/ANR_NATRESViewerljsp/launch.jsp
Legend
Roads
r, US Highway
Vermont State Highway
Class One
Class Two
Legal Trail
Emergency U-Turn Area
N Proposed Class Two
Proposed Class Three
Proposed Vermont State Highway
N Proposed US Highway
M Proposed Interstate
Discontinued
Interstate
r Class Three
r Class Four
N State.Tlational Forest Highway
Military Road (No Public Access)
Private Road
VSWI
Stormwater Impaired Watershed
Hydrography Lakes and Ponds (VHD 5k)
Hydrography (VHD Sit)
VT County Boundary
0 VT Town Boundaries (No Fill)
NAIP Color Orthophotos
VT State Boundary (Fill)
VT Stale Plane Meters (NAD83)
il Scale: 1:5,000
truexrUllins
I209 BATTERY STREET BURLINGTON, VERMONT 05401 USA
Phone 802.658.2775 800.227.1076
1 ARCHITECTURE I INTERIOR DESIGN TRUEXCULLINS.COM
I I I
I l I
D// /
---' \--------------
ADF TANK (TYP.)
1 8' HIGH CHAIN LINK FENCE (TYP.)
D1
TEMPORARY BERM TO BE
INSTALLED BY OWNER --\
U D��
5'
I
DD3
4" UNDERDRAIN 0 4.
6SINGLE CANTILEVER
4
D1 SLIDING GATE 4'
LIMITS OF ADF TANK CONCRETE SLAB, / 15' —
SEE SKC-14 FOR DETAILS--
CONNECT NEW 4" UNDERDRAIN INTO EXISTING UNDERDRAIN
Heritage Flight -
Aviation Campus Expansion
5'
ICC==:
I
I I
\-------------_i
I
ALI
O
0
0
0
O
0
0
0
E93
/
� I
\ J
REMOVE JERSEY BARRIER (TYP.)
REMOVE EXISTING CHAIN LINK FENCE
ON EAST SIDE OF EXISTING FUEL TANKS
Q
m
TANK
ULj UL r i
\`EXISTING CONCRETE SLAB
`EXISTING FENCE 01 LIMITS OF FUEL TANK CONCRETE B,
SEE CHRIS WILLIAMS SITE PLAN DATED
EXISTING UNDERDRAIN 10/7/09 FOR DETAILS
TIE NEW FENCE INTO EXISTING
FENCE CORNER (TYP.)
NOTES:
1. FOR ADF TANK CONCRETE SLAB DE'1AILS AND
SPOT ELEVATIONS, SEE SKC-14
Permit Submission
October 22, 2009
No. Description Date FUEL FARM AND ADF TANK PAD EXPANSION (LP-1)
Project number
RE:
Date
Drawn by
Checked by
07031
CPR#
22 October, 2009
AHC
GGG
SK-C-13
1"=20'
1
CONCRI
WITH j
EACH I
AND
20'-7' 9'-5"
B-B EXISTING LIGHT
POLE BASE
3-ADD'L /j5 x 8'-0'
AT CENTER OF SLAB
T.O.S. EL. 330.00
T.O.S. EL 330.00
T.O.S. EL 330.10
I�
-
T.O.S. EL. 330.33
STEP
T.O.S. EL 330.10
T.O.S. EL. 330.46
/ 1
T
C.J.
Ka
1
1 /ILA
-A
oe
C-C
!" THICK
TE SLAB
® 12"
/ —
N
2'-0"
AY, TOP
/
BOTTOM
1
STEP
-/ -� �-EXISTING SLAB
T.0.5. EL. 330.57 T.O.S. EL 330.93 NEW GLYCOL STORAGE
TANK, TYPICAL OF 3
34'-4" 30'-0" (SEE NOTE 10)
PLAN — NEWCOCRETE SLAB
0 V 8' 16,
i truex"M1110n
I209 BATTERY STREET BURLINGTON, VERMONT 05401 USA
Phone 802.658.2775 800.227.1076
1 ARCHITECTURE I INTERIOR DESIGN ^^ TRUEXCULLINS.COM
Heritage Flight -
Aviation Campus Expansion
NEW CONCRETE
SLAB
#5 ® 12",
E.W., T&B -�
a
EXISTING
FENCE
IIIII// FENCE
O
2'-0"
EXISTING
CONCRETE
SLAB
�a
4
211
✓52i
d
4
\V..\`�:\\\;N\\!\ \ 'SUBGRADE
COMPACTED CRUSHED
GRAVEL
SECTION A —A
W&F. �/r - r-W
0 1' 2' 3'
EL. 330.00
(MATCH EXISTING
PAVEMENT)
POROUS
PAVEMENT
NEW CONCRETE
SLAB
/
COMPACTED
\ \
// /
SUBGRADE
COMPACTED CRUSHED
GRAVEL
SECTION —
BB
r-o-
0 1'
FILL VOID BETWEEN
SLEEVE AND POST WITH
NON -SHRINK GROUT
MIN.
_
1)5 ® 12 ,
E.W., T&B FENCE POST
GLAV. PIPE
SLEEVE
•
o
d
N
_N
a n
d
n / 11
L-COMPACTED CRUSHED
GRAVEL
SECTION C—C
0 1' 2' 3'
4
SEE PLAN FOR
ELEVATIONS
d
�LCOMPACTEI
W.S. SUBGRADE
ROUGHEN SURFACE OF 1'-8`
4 JOINT TO 74" AMPLITUDE MIN.
(V
6" W.S.
r,1 DETAIL
N to scNE
NOTES:
1. CRUSHED GRAVEL SHALL CONFORM TO VAOT STANDARD SPECIFICATIONS SECTION
704.05, CRUSHED GRAVEL FOR SUBBASE, FINE GRADED. GRAVEL SHALL BE PLACED
IN 6 INCH MAXIMUM LIFTS AND THOROUGHLY COMPACTED.
2. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318).
3. ALL CONCRETE SHALL BE 4,000 psi, 28-DAY MINIMUM COMPRESSIVE STRENGTH,
WITH 3/4" MAXIMUM SIZE NORMAL WEIGHT AGGREGATE. MAXIMUM SLUMP SHALL BE
4 INCHES.
4. ALL CONCRETE SHALL BE AIR ENTRAINED WITH AN AIR CONTENT OF 5% (+/- 1.5%).
5. ABSOLUTELY NO CALCIUM CHLORIDE MAY BE USED IN ANY CONCRETE.
6. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615/A 615M, GRADE 60.
REINFORCING SHALL BE INSPECTED BY THE ENGINEER BEFORE CONCRETE IS
PLACED.
7. CONCRETE SLAB SURFACES SHALL HAVE A FLOAT FINISH.
8. POUR SLAB IN ALTERNATING PANELS. AT LEAST 48 HOURS SHALL ELAPSE BEFORE
DEPOSITING NEW CONCRETE AGAINST PREVIOUSLY POURED CONCRETE.
9. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE LATEST EDITION OF
"STANDARD PRACTICE FOR CURING CONCRETE" (ACI 308). MINIMUM CURING PERIOD
SHALL BE 7 DAYS.
10. POUR LEVELING PADS FOR NEW STORAGE TANKS WITH FIVE STAR NON -SHRINK
CEMENT -BASED GROUT, OR APPROVED EQUAL.
Permit Submission
October 22, 2009
No. Description Date AD F CONCRETE PAD DETAILS
Project number 07031
RE: CPR# SK-C-14
Date 22 October, 2009
Drawn by AHC
Checked by GGG Scale AS SHOWN
NFPA 407 Standard for Aircraft Fuel Servicing 2007 Edition NOTES:
11 NO SMOKING SIGNS shall be posted at the entrance to fueling area (4131
2) PORTABLE FIRE EXTINGUISHERS shall be provided in a conspicuous location 14161
3) Fueling Hose shall be AIRCRAFT FUELING HOSE as specified in API BULL 1529 (4 211
4) The EMERGENCY SWITCHEISI shall be placarded "EMERGENCY FUEL SHUTOFF- in letters at Least 2" high 14315 3)
5) All Loading of Aircraft Fuel Servicing Tank Vehicles (Refuelers) shall take place under the observation and
control of a qualified and authorized operator (5 20 12)
6) The engine of the Refueler shall be shut off prior to Loading IS 2014)
71 The operator shall initiate fuel flow info the Refueler by means of a Deadman Contra[ Device N 20 3 21
ul The operator shall verify the operation of the high-level shutoff system shortly after fuel flow has
commenced (5 20 3 31
Paved Parking Area
Raised Curbing Typ)
i
---_TOP OF SLOPE
GENERAL NOTES
11 These plans pertain to aboveground tanks, piping and equipment only
2) This facility will also be subject to US EPA Rule 40 CRF 112 which requires a Spill
Prevention Countermeasure E Control ISPCC) Plan This SPCC Plan will address
additional federal requirements of the operation of this facility that are not covered
in these plans
3) Contractor is responsible for the location of existing underground utilities.
4) Facility owner is responsible for meeting all local regulations
51 All spot elevations represent final grade based on an assumed elevation
PROJECT NOTES
1) Tank #4 is manufactured by Modern Welding Company and is a UL142 Double Wall Tank
2) This facility is subject to NFPA 30 and NFPA 407 rules
3) All connection paints of the truck transferring product must be situated over the concrete pad
when the transfer of fuel is occurring The Fuel Transfer Area has been constructed with
temporary curbing such that 150 gallons of product can be contained on the pad
Fire Alarm Pull Station-
' 4" Fill w/ Check 8 Block Valve inside cabinet (Jet -A)
16' Sliding (Locking) Gate L Bottom Loader Aviation Hose w/ Dry Disconnect Coupling
Emergency Shutoff Switch
Mounted to Light Pole
Garsde Pump, Meter b Filtration System (Typ) •\ \ _Existing 12' x 77'-0" Concrete Fuel
Overfill Alarm - \ i Transfer Pad See Project Note 3
Veeder Root 790091-001 — — — — — — _ — — — _ — —
w/ Veeder Roof 790095-001- r \ •\ fi
Acknowledgment Switch I \
\ \
Console Monitor � I
AREA Veeder Root TLS-350 \ 1� EDGE OF PAVED PARt
_
Lighting required by v+' • "' \ Connect to Existing Pipe
US EPA Rule 40 CFR 112 7(g) 15) 1 �' /: 1 Proposed 4" Ball Valve (Typ) I _ 4„ Sch 40 Stainless Steel Piping
(Typ) • I e, w/ Normally Closed Solenoid Valve L Expansion Relief
4
4 I Use Pipe Supports @ 12' max spacing
I.
6' x B' Kiosk—
• i � I" ! • , I I • � Interstitial Sensor -Veeder Root 794390-420
•
Solenoid Valve I"r I I •:. - - -- Future 25,000 Gallon Tank
� ! -'w-
Security Fence - I — P
• - - - I I i 4,Water Evacuation Port
per US EPA Rule 40 CFR 112 7(g)(1) � '� I ,.,•
6" High Steel Tank Saddles (Typ) • I �..._ F i - - i .--24" Tight Bolt Manway (Typ)
8" Steel Pipe Filled w/ Concrete to r^• It *" 10" Emergency Vent - Interstitial
provide vehicle protection (Typ) 3'-6" (Min) Morrison 244M - 8 oz pressure
4 foot max spacing •• I ! , I _ h
Clock Gauge -Morrison 818
I
"• I , , - � 1-•1 •Tank Probe -Veeder Root 846390-110
V wide Gravel Maintenance strip outside fence (Typ) - - • I „� -� •" 10" Emergency Vent - Primary
Morrison 244M - 8 oz pressure
EXISTING REINFORCED CONCRETE TANK PAD (46' x 57' X 12" thick) .• I I _ I I •,
Pad to have a 1% sloe toward the parking lot This slope is
P P 9 P j ( }x -- Normal Vent -Primary - 3" Morrison 748
necessary for proper operation of the Thief Pumps • 4' Typ) — j •'
Concrete Pad sized for 1-25K Future AST
\
Tr i n �; 7
PROPOSED REINFORCED CONCRETE TANK PAD (31' x 57' X 12" thick).
Pad to have a 1% slope toward the parking lot This slope is
1)o?lNc Tali A i'CA necessary for proper operation of the Thief Pumps
CONCRETE PAD NOTES:
1) These notes are intended as guidelines and are applicable for normal applications If unsuitable
material or a high wafer table are encountered, the designer should be consulted
2) At a minimum, remove vegetation, top soil, and any other unsuitable materials under the slab and
scarify the subsoil to provide a bond with the foundation base course
3) A base course of crushed stone or a similar non -cohesive material that is free of organic matter
and that will compact adequately shall be placed under the slab Place the base course in 6 inch lifts
and compact thoroughly
4) Rebar splices shall be T-0" minimum
5) Concrete to have a minimum 28 day compressive strength of 3,000 psi
6) The water to cement ration shall not exceed 0 S.
7) Concrete to remain wet for a minimum of 3 days after placement
8) Tank loads shall not be applied until 7 days after placement
'rC 7,d• 1,
OVERFILL AND MONITOR NOTES
1) The Veeder Root TLS 350 console will monitor the interstitial space of all double -wall tanks,
2) The Veeder Root TLS 350 console will be programmed to activate the audible and visual alarm
when the tank volume reaches 90%of capacity and to shut off power to the transfer pumps
when the tank volume in any tank reaches 9S% of capacity
Tank 4
Proposed 25,000 Gal. Aboveground
Double Wall JET —A Tank
(10'-6" dia X 38'-9" long)
- - --- - - - . _
Seal Joint with
Concrete Joint Seater
- - T-0" Long #E Dowel
@ 4' Spacing (Reduce to
2' Spcg within 10' of
Grade
Existing Slab
Tank Supports)
f-11 degrees (Maxi Proposed Slab
6"
Grout shall be structural,
Drill b Grout into
non -shrink grout Hole
Existing Slab
diameter per manufacturer's
recommendations
Slab Connection Detail
LOCATION MAP
X
v.
q
o BURLINGTON AIRPORT
L
rn
RT 2 Eagle Drive
TO By �ngfon Aviation Ave
ti
TOP OF SLOPE
i
1' 1
WWF 6x6%WlOxW10
2" Clear Cover
Grade
112" Concrele Slab
12" Min Gravel Base Course
---- - - -- - - kS Bari@12"EW�
3" Clear Cover
Typical Slab Section
To IYy6sfon�
1000 FT
SITE
SCALE 1 Inch = 10 feet
0 5 10 15 20 30 40
GRAPHIC SCALE (FEET)
P_NAME1
P_NAME2
P_ADDR A
P_ADDR_B
P_CITY
P_STATE
P ZIP
3017 WILLISTON ROAD LLC
3017 WILLISTON RD
20-5-8
S BURLINGTON
VT
05407
A & C REALTY LLC
CO
25 OMEGA DR
WILLISTON
VT
05407
ADAMS DONALD L & 0 LOUISE
1265 AIRPORT DR
S BURLINGTON
VT
0540
ADAMS PAUL G
1215 AIRPORT PKWY
S BURLINGTON
VT
05403
ADAMS RONALD C & RUTH A
1083 AIRPORT DR
S BURLINGTON
VT
0540
AGWAY PETROLEUM CORP
BOX 4933
SYRACUSE
NY
05407
ASHTON HAROLD 0 & THERESA
1195 AIRPORT DR
S BURLINGTON
VT
05403
AUDETTE ROBERT J TRUSTEE
AUDETTE ANNE W TRUSTEE
41 PETERSON TERRACE
S BURLINGTON
VT
0540
AYER PATRICK BRIAN
MASLACK AYER TERESE
P O BOX 9451
2
S BURLINGTON
VT
05407
BACHAND ROBERT J & LORI E
68 DUMONT AVE
S BURLINGTON
VT
0540
BAKER BEVERLY/LOU HENDEE
WILLETTE NATALIE E
31 LEONARD ST
BURLINGTON
VT
05401
BARNIER SCOTT & BARBARA
20 JACKSON ST
2
ESSEX JCT
VT
05407
BARRY AGNES F
1387 AIRPORT DR
S BURLINGTON
VT
0540
BARRY BRUCE
LAROSE DAVID
1907 WILLISTON RD
19-05-06
S BURLINGTON
VT
0540
BELTER JOHN H JR & JOYCE N
2 COUNTRY CLUB DR
1A-01-38
S BURLINGTON
VT
0540
BERGER RUSSELL G III
CABELL RICHARD L
615 AIRPORT PKWY
8/112013
S BURLINGTON
VT
05407
BLOW MALCOM D & RECECCA J
449 WHITE ST
S BURLINGTON
VT
0540
BOARDMAN WILLIAM M & CYNTHIA D
42 LOGWOOD STREET
S BURLINGTON
VT
054031
BOUFFARD NORMAND & MARGARET
65 DUMONT AVE
S BURLINGTON
VT
0540
BOVE PETER R REAL EST PRTNP
C/O JOHNSON KATHLEEN
2020 CRESTVIEW WAY
3&7
NAPLES
FL
0540
BRESNAHAN PHILLIP W III & KARE
448 WHITE ST
S BURLINGTON
VT
0540
BRUECKNER ROBERT D & ROSEMARIE
451 WHITEST
S BURLINGTON
VT
0540
BRUSOE ALAN L
SOUTIERE ANN M
11 MAYFAIR ST
S BURLINGTON
VT
0540
BUNKOFSKE RAYMOND J & MARY B
137 CO CLUB DR
S BURLINGTON
VT
0540
BURT RUSSELL & KAREN L
141 COUNTRY CLUB DR E
S BURLINGTON
VT
0540
CALKINS LELAND E & PATRICIA C
1835 SPEAR STREET
20
S BURLINGTON
VT
0540
CAMERON PATRICIA A & WILLIAM T
1247 AIRPORT DR
S BURLINGTON
VT
0540
CARTER RICHARD G & MARION E
165 AIRPORT PKWY
S BURLINGTON
VT
0540
CHAMBERS RENT A CAR
P 0 BOX 859
AUGUSTA
ME
0540
CHAPPEL JOHN F III
PO BOX 1072
2
BURLINGTON
VT
0540
CHASE THOMAS E
BARRY MICHAEL E
29 BERARD DRIVE
3
S BURLINGTON
VT
0540
CHURCHILL DWIGHT F & ANN H
64 DUMONT AVE
S BURLINGTON
VT
0540
CLIFTON DAVID L & MARY W
P 0 BOX 9476
2
S BURLINGTON
VT
0540
DALEY KENNETH A & CAROLE
1227 AIRPORT OR
S BURLINGTON
VT
0540
DALTON WILLIAM D & BETTY A
1383 AIRPORT DR
S BURLINGTON
VT
0540
DEAVITT ALBERTA
1375 AIRPORT DR
SBURLINGTON
VT
0540
DEFORGE GARY J
32 DUMONT AVE
S BURLINGTON
VT
0540
DEGRECHIE BEVERLY A
24 LOGWOOD ST
S BURLINGTON
VT
054031
DEGRECHIE PAUL R & MICHELLE M
199 KIRBY RD
S BURLINGTON
VT
0540
DEROBERTIS MARC A
1185 AIRPORT DR
S BURLINGTON
VT
0540
DOERING ROBERT W & LORRIE M
1089 AIRPORT DR
S BURLINGTON
VT
0640
DUHAMEL YVETTE 1
30 LOGWOOD ST
S BURLINGTON
VT
0540
EMMONS ROGER A & ANNA M
1085 AIRPORT DR
S BURLINGTON
VT
0540
FARGNOLI ASSOCIATES LLC
21 POINT FARM WEST
GRAND ISLE
VT
0540
FINNIGAN MICHAEL J & JOANNE J
34 LOGWOOD ST
S BURLINGTON
VT
0540
FOLEY JOHN F & JOAN B
60 DUMONT AVE
S BURLINGTON
VT
0540
FRANCO MICHAEL N & JUDITH M
120 AIRPORT PKWY
S BURLINGTON
VT
0540
GARVEY EDWARD W & PATRICIA G
44 DUMONT AVE
S BURLINGTON
VT
0540
GLASER TOM P & JILL F
272 WINDMILL BAY
SHELBURNE
VT
0540
HAYES BRIAN G & SUSAN L
22 LOGWOOD ST
S BURLINGTON
VT
0540
HENNIGAR HOLDINGS LLC
805 EAST HILLSBORO BLVD
DEERFIELD BEACH
FL
33441
HENRY MAUREEN C
C/O THE MEDICAL STORE LTD
1225 AIRPORT PARKWAY
2
S BURLINGTON
VT
05407
HOBBS JAMES E & SHERRIE L
16 LOGWOOD ST
S BURLINGTON
VT
05403
INVESTORS CORP OF VT
SUITE 40130 MAIN ST
30-03-03
BURLINGTON
VT
05407
JAQUES BURTON E REV LIVING TRUST
519 SHORE ACRES DR
COLCHESTER
VT
054461
JOY JOSHUA TRUSTEE
FOR TRISTAN CUNNINGHAM
31 DUMONT AVE
S BURLINGTON
VT
0540
KINVILLE PETER A & DONNA S
11 SOUTH HENRY CT
S BURLINGTON
VT
0540
KNOFF WILLIAM C
1 ELIZABETH ST
S BURLINGTON
VT
0540
KRUGER REBECCA B, DOUGLAS B
KRUGER JON C, MARK A
1233 AIRPORT DR
S BURLINGTON
VT
0540
LACEYS INC.
2000 WILLISTON ROAD
S BURLINGTON
VT
05407
LAPLANTE BERNARD J
1181 AIRPORT DR
S BURLWGTON
VT
0540
LAWARE MICHAEL J & DAWN M
47 MARYLAND ST
S BURLINGTON
VT
0540
LEGROW DAVID K
396 WHITE ST
S BURLINGTON
VT
05403
LEISURE WORLD INC
LINDA B LAROW
1245 AIRPORT PKWY
S BURLINGTON
VT
0540
LEMAY JOSEPH H & BARBARA 1
1379 AIRPORT DRIVE
S BURLINGTON
VT
0540
LNP INC 1
1300
CORNERSTONE DRIVE
WILLISTON
VT
0549
LOSO HARRY J & DIANE M
153
MARYLAND ST
IS
BURLINGTON
VT
05403
MAILLE GEORGE A JR & CHARLENE
138
LOGWOOD ST
IS
BURLINGTON
VT
0540
MANAZIR THEODORE & CHRISTINA
1129
COUNTRY CLUB DR E
IS
BURLINGTON
VT
05403
MAXWELL KIM S
11261
AIRPORT DR
IS
BURLINGTON
VT 1
0540
METHOT DAVID F d RACHEL V
57 DUMONT AVE
S BURLINGTON
VT
0540
MILLIKEN CAROLINE B
133 COUNTRY CLUB DR E
S BURLINGTON
VT
0540
MOFFATT MICHAEL A
1253 AIRPORT DR
S BURLINGTON
VT
0540
MUNSON EARTH MOVING CORP
C/O SOUTH BURLINGTON REALTY CO
PO BOX 2204
S BURLINGTON
VT
0540
MUNSON RANDALL G
366 DORSET STREET
S BURLINGTON
VT
0540
O'BRIEN DANIEL J d LEO J JR
C/O EXXON MOBIL CORD
PO BOX 4973
19
HOUSTON
TX
05407
O'BRIEN DANIEL J d LEO J JR
P 0 BOX 2184
S BURLINGTON
VT
054071
PALMER ALAN D d CHRISTINE L
2169 DORSET STREET
SHELBURNE
VT
05407
PICKERING RODNEY A 6 LISA J
184 KIRBY RD
S BURLINGTON
VT
0540
PIERCE SANDRA M
72 DUMONT AVE
S BURLINGTON
VT
0540
PIZZA PUTT INC
1205 AIRPORT PARKWAY
2
S BURLINGTON
VT
0540
PLOOF DAVID W JR
77 DUMONT AVE
S BURLINGTON
VT
0540
PROULX GERARD E d SUSAN F
1155 AIRPORT DR
S BURLINGTON
VT
0540
ROBAR PAUL L JR 6 JANICE M
196 KIRBY RD
S BURLINGTON
VT
0540
ROBENSTEIN ROBERT J
2 LEDOUX TERR
S BURLINGTON
VT
054031
ROONEY WALDEN J & DARLA A
5 MT VIEW BLVD
S BURLINGTON
VT
0540
RUSSELL JOHN A 6 LYNN A
1161 WILLISTON RD
S BURLINGTON
VT
0540
S M S REALTY PARTNERSHIP
DAVID A MCGINNIS
4016 WILLISTON RD
S BURLINGTON
VT
0540
SCHMITT W ERIC 6 BONNIE S
13 DUMONT AVE
S BURLINGTON
VT
0540
SCRIGGINS GENEVA B
420 WHITE ST
S BURLINGTON
VT
0540
SEAFOX INC
8 CALKINS COURT
20
S BURLINGTON
VT
0540
SHAND ROBERT M
5 ETHAN ALLEN DRIVE
1A-01-49
S BURLINGTON
VT
0540
SHAND ROBERT M 6 LYNDA A
5 ETHAN ALLEN DR
l/l/2005
S BURLINGTON
VT
0540
SHELBURNE SHIPYARD
P 0 BOX 610
1/1/2004
SHELBURNE
VT
0540
SHEPARD GARY F & BETTY JOAN
1 PATRICK ST
S BURLINGTON
VT
0540
SHIP SEVIN LLC
C/O KEVIN SPILLANE
334 TAMARACK SHORES
SHELBURNE
VT
05482
SORRELL ROBBIN L A MARLENE R
37 DUMONT AVENUE
S BURLINGTON
VT
0540
SPRANO ROBERTA M
392 WHITE ST
S BURLINGTON
VT
054031
ST JOHN VIANNEY HOME ASSN
C/O KNIGHTS OF COLUMBUS
P 0 BOX 9214
2
S BURLINGTON
VT
0540
SWEET LEIGH M 6 ELLEN F
148 COUNTRY CLUB DR EAST
S BURLINGTON
VT
0540
SZWAJA MARIAN 6 SOPHIE
1 BUTLER DRIVE
S BURLINGTON
VT
0540
TATRO SAM E SR 6 ALBERTA M
38 DUMONT AVE
S BURLINGTON
VT
0540
THIBAULT LEONARD E
THIBAULT DOROTHY F
1184 REYNOLDS RD
ST ALBANS
VT
0547
TILLEY FRANCES R
1141 AIRPORT DR
S BURLINGTON
VT
0540
TIMBERLAKE ASSOCIATES
WALTER E SIMENDINGER
32 SAN REMO DRIVE
S BURLINGTON
VT
0540
TODISCO ANTONIO 6 ANNA TRUSTEE
ANTONIO&ANNA TODISCO REV TRUST
71 LAKEWOOD PARKWAY
BURLINGTON
VT
0540
TRI-D III LLC
15 TIGAN STREET
WINOOSKI
VT
05404
WARD EUGENE J III
MAZUT DONNA L
3069 WILLISTON RD
S BURLINGTON
VT
0540
WRIGHT WILLIAM G d LORETTA M I
I
11 DUMONT AVE I
IS
BURLINGTON
VT
0540
Ida
The first outdoor luminaire designed
not to be seen, using Visual Stealth Technology
,Ok IGM LIGHTING
LVATZMAMI Z4 ;w"
THE FUTURE OF SITE/ROADWAY LIGHTING
Kim's Theory of Relativity
2
A Concealment Approach
4
Low Visual Signature Technology
6
1~
Advanced Performance Features
8
Optical Design Features
10
Mechanical Features
12
Installation & Maintenance Features
14
Ordering Information
16
Luminaire Specifications
18
Lamp Guide
20
I
i
I
11
rUWM
WARP9
Kim's Theory of Relativity
o,� Adr �p/ete
<ot to
�eS�gn $o/U ti
on
f- BUi�di
ng Proper Scale . Coo i
dinated Design
Site/Roadway Zone Pedestrian Zone
it ..
'
.f, i [
• �' _ v i ***��N �1� �. �. `-i 4: a
s. «
,r��. i
E. fr t,[
��-
Near the building, luminaires should continue to
disappear, blending into the landscape and hardscape
elements. Select from a wide range of low voltage, line
voltage, and LED landscape luminaires, or Kim Lighting's
VRB and GEM bollard series to integrate
with WARP9's curvilinear form.
1 WARP9's efficient and low profile compound curve design results in a close
synergy between aerodynamic performance, illumination performance, and its
ability to limit cross section visibility.When installed with the right scale,
finish and placement,WARP9's sophisticated and complex camouflage scheme
achieves a unique level of concealment and subtle presence never before
offered in an architectural luminaire.
1
Product Overview:
Kim Lighting's WARP9 series offers a complete package of luminaire sizes
and options to integrate seamlessly into any environment, natural or
man-made. Choose from two housing sizes in electronic or magnetic
ballasted versions, and select one of four distinct light distributions and a
wide variety of mounting, fixture, and finish options to complete your
WARP9 visual stealth concept.
ir
WP9LM
��,�������� ��-'fir � - ;,� ,��.
PYY iecnnQic
Color is essential to camouflage, as its similarity to
the primary background will tend to break up that
area of the outline and blend the shape away from
normal detection. Over 100 painted samples were
tested and reviewed to determine how well they
matched the predominant colors of contemporary
architecture, typical horizons, and northern
hemisphere skies.These were then narrowed down
to a few prototype samples that were field tested
for visual acuity, perception attraction, and detection
reduction.The result is Kim Lighting's new Stealth
Gray" finish option featuring a light gray hue
suitable for any outdoor environment. However,
designers can select from a wide variety of standard
and custom finishes depending on application and
immediate background surface coloration.
A welcomed result of WARP9's thin design is a
very low EPA rating, suitable for installation in
almost any environment, including high wind,
coastal, and hurricane prone locations. Kim Lighting
recommends mounting WARPS luminaires on
round poles to further improve aerodynamics
and lend to the fixture's camouflaged appearance.
Round poles have less visual signature than
square poles.
WARPS Small Housing and Arm EPA (WP9SE): 0.52
WARP9 Large Housing and Arm EPA (WP9LE): 0.95
Note: Pole selection and height will also
determine final EPA allowance for your application.
WARP9
Advanced Performance Features
High Performance • Low Profile
Star View.
compliant
Full Cutoff: StarView Compliant
'��. � �•,''�f"}�i�?� . '^ - ,.'-:s :,"� ?`, :'ern»' "' S ��3
ice.' >�• ,' y' .T • .'� �'F '�' "r' �'
R�.�="......-_�..._-_......._. i�.a.•�Y.�:.. ;.intM .,i .�u .. w..... .... ..iSY.f•'._'�,....�..._ . A.. .. ,.Yv 'lei - SiW.'e;.W. ,,'�lY . .i��'l.i.
'r.
S �" ":.dY
In 1iz "TY�Y+ IW
Site configuration determines the combination of
light distributions required to efficiently illuminate
desired areas. WARP9 is available in four highly
efficient light patterns, combined with seven
mounting arrangements and rotatable optics for
incredible design versatility and flexibility. Contact
Kim Lighting for free layout and application
planning services, if needed.
WARP9
Advanced Heat Management
t A-0-Im 4 A-*-
Rotatable Optics
7,7
'4F �
'�-.a « �•Tli4.�rt.: •:k. .. k .t:'f�' .. ..Y. _ -�1 .. _. �. . ..L ��.. ..:�'L.._c . �.. ". _ .. .. •. �. _.. - _. �.. ..... �. ,a_,
WARP9 employs a unique frameless lens for
several purposes. For improved camouflaging, the 42W
frameless lens lends to the sleek profile and 57W
reduced mass of the housing envelope, also 60W
reducing the amount of geometrical and straight
lines that tend to attract the human eye. Second, 70W
the frameless lens allows for a consistent and 85W
positive gasket seal to completely isolate the
optical chamber from moisture, air, and insect ioow
entry. Finally, fewer component pieces reduce Isow
overall fixture weight and improve allowable EPA, 175W
20OW
250W
320W
350W
400W
PMH
MH
HPS
PL
PMH = Pulse Start Metal Halide
MH = Metal Halide
HIPS =High Pressure Sodium
PL = Compact Fluorescent
WP9SE/WP9LE(electronic)=
WP9SM /WP9LM (magnetic) = +
•/+
+
•/+
+
•/+
+
+
•/+
•/+
+
+
•/+
•/+
•/+
+
+
714
Titanated Zirconium
Conversion Coating
Kim Lighting's durable Super
Completely new field -rotatable reflector TGIC powder coat paint
«e . —ith osx finish, featuring Stealth Gray"
Cor
no-i
acce
WARP9
nstallation & Maintenance Features
Easy Installation and Set -Up
No -Tool Maintenance
30'
This proportion diagram is intended to help visualize
and select the best WARP9T" system to satisfy aesthetic
27' requirements. Remember, the pole height also affects
performance; the higher the fixture is mounted, the
greater the light throw. If poles are mounted on concrete
pedestals such as in parking lots, the height of the pedestal
must be considered in selecting the pole height.
24'
21'
18'
15'
12'
9'
6'
3 3/a"
3'
GRADE
WP9S Models:
42 to 175 Watt
12' to 16' poles
4" 114'
!3 Biel K4 Lei 1
WP91- Models:
150 to 400 Watt
24' to 30' poles
4" 1 1 5"
91
!1(.4O:
Electronic ballast versions shown.
I Ordering Example: Mounting Fixture Electrical Module Flnlsh Options F— Pole I VSF Option
For standard fixture and pole
f
I I Mounting:
3Y configuration is available for
round poles only.
2 Fixture:
I Cat. No. designates fixture and
light distribution
1
1
1 2
3 4 5-1 1
12
13
See separate Km Pole Catalog
Omrt for I W Wall Mount
Plan View: --
—----�
0-9
-- -
-—
— Wall
Mount
EPAWP9L 0.95
19 1.47
2.4
2.4 27
n/a
EPA WP9S 0.52
1.04 0.82
1.3
1.3 1 5
n/a
Cat No.: IA
2B 2L
3T
3Y 4C
IW
cD
Light Distribution:
Type 11
Type III
Type IV
Type
Forward Throw
Square
Full Cutoff
Full Cutoff
Full Cutoff
Full Cutoff
Warp9 Small
Electronic Ballast:
---------------------------------------------------
WP9SE2
WP9SE3
WP9SE4
WP9SE5
Warp9 Small
WP9SM2
WP9SM3
---
WP9SM4
—
WP9SM5
Magnetic Ballast:
Warp9 Large
Electronic Ballast-
WP9LE2
WP9LE3
WP9LE4
WP9LE5
Warp9 Large
WP9LM2
WP9LM3
WP9LM4
WP9111-145
Magnetic Ballast:
4 Finish:
Color, Black
Dark Bronze Stealth Gray", Platinum Silver White Custom Colors
Super TGIC powder coat
Cat No,: BL-P
DB-P SG-P PS-P WH-P CC-P
paint over titanated zirconium
Consult your Kim
conversion coating.
Lighting representative
(see page 12)
for custom colors.
5 Wall Mounting:
' •
Cat, No,: 1W A cast -aluminum mounting plate is mounted to the wall with four bolts
(by others). Fixture and arm are mounted to the cast aluminum cover
I a
®!
plate before attaching to the wall mounting plate,The fixture -arm -cover
plate assembly is hooked to the wall mounting plate and secured with
stainless steel screws provided. Field splices are made at the opening
in the cover plate. Cover is finished to match arm and fixture color,
6 Optional Photocell
Cat, No.: A-25 Two types of photocell controls are available, A receptacle for a NEMA
Receptacle base photocell (by others) would be located above the electrical
A-30 - A-35 compartment. For all multiple -fixture pole mountings with two or three
Button
Button fixtures, one fixture has a receptacle to operate the others, Four fixtures
(250 watt or less) also require one fixture with a receptacle Four fixtures
(400 watt) require two fixtures with receptacles, Also available is an internal
photocell with a button sensor on the left side of the fixture. For multiple -
fixture pole mountings, one fixture has a photocell to operate the others,
Receptacle
7 Optional SLX Lexae
o
Cat. No: SLX One-piece non -yellowing vacuum formed advanced polymer
Non -Yellowing Lens:
(SLX Lexan from GE Advanced Materials) enclosure covers standard
SLX L. Lens
tempered glass lens.
CAUTION. Use only when vandalism is anticipated to be high.
Dimensions - Electronic Ballast
WP9LE WP9SE
Large Electronic Ballast Small Electronic Ballast
200 to 400 watt PMH 42 to 150 watt
Mogul Base Lamps PMH and PL
EPA' 95 Medium Base Lamps
EPA 52
Maximum weight
35 lb electronic Maximum weight: Cio
17 lb, electronic C*
TOP TOP
51/2" 35'/6" --- 105/is" 4I/V -- 2615/1fi" ---- 815/16"
(139 7 rnm) (892 2 mm) (261 9 mm) (104 7 mm) (684 2 mm) (227 0 mm)
1 i lf. 4j 106/16" 515/I6" 1 /2 815/I6" 59/16"
(49 2 mm) (261 9 mm) (150 8 mm) (38 1 mm) (227 0 mm) (141 3 mm)
FRONT SIDE FRONT SIDE
53t4i27mm>
(1302mm) T
20" 15"
(508 0 mm) �,.,.. (381 0 mm)
BOTTOM BOTTOM
Dimensions - Magnetic Ballast
WP9LM
Large Magnetic Ballast
150 to 400 watt
PMH, HPS and MH
Medium or
Mogul Base Lamps
EPA. 95
Maximum weight:
41 Ib. magnetic TOP
5 Yz' 35 Y6" 101/16,
(139f7 mm) — � (892 2 mm) -----_ (261 9 mm)
P
15/1605/6,
(49 2 mm) (261 9 mm) 515/16'
FRONT SIDE (150 8 mm)
(130 2 mm)
20' 0
(508 0 mm)
WP9sM
Small Magnetic Ballast
70 to 175 watt
PMH, HPS and MH
Medium Base Lamps
EPA..52
Maximum weight C*
21 lb magnetic
TOP
4'/a' 26116" 816/16'
(1047Irmm) — (6842 mm) (2270mm)
1 O
1112 8 6/s' 59/16'
(38 1 mm) (227 0 mm) (141 3 mm)
FRONT SIDE
(112 7 mm)
15'
(3810.
BOTTOM
Nh
PULSE
START
METAL
HALIDE
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70
PMH
90
Clear, ED 17, Me d Base
ClearT6, G 12 Base
6,200
6,600
16,000
M98
M 143
30C
HX-HPF
120 _ _
20_8
0.85
190
0 80
4
_ _
0.52
100
0.50
3
_
240
0.44
_
090
0.43
2
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347
0.39
080
039
_
2
028
0.70
020
2
480
023
050
Q26
2
PMH
0
Clear. ED 17, Med Base
Clear,T6, G 12 Base
6,200
16,Electronic
M 143
M 139
_120 __
_ 208
240
3_
045
_
0.38
2
_
277 -
--- --
--
3
-
100
PMH
19
Clear, ED 17, Med Base
q,000
16,000
M 14
-30C
HX-HPF
120
1.15
2.30
1.20
208
0.66
1.40
0.80
4
240
058
1 15
0.65
_
3
277
0.50
100
0.60
3
347
480
040
1.00
0.40
_-
2
0,30
0550
2
00
PMH
110
Clear, ED 17,Med Base
9,000
6,0
M90
M 140
30C
lectronic
0.9
6
208
0.70
4
_
240
0.60
3
7
0. 0
3
0
P H
8
Clear, E ,Med Base
ClearT6, G 12 Base
1
14,000
6,00
102
M I42
3
HX-H
6
365
I
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208
1.00
210
1 30
5
240
0 BO
1.80
0.85
277
0.70
1.58
0,77
4
347
_
0.55
_
1.25
0.65
3
480
0.42
0.81
0.45
3
15
MH
65
ear, ED ,Med Base
ClearT6, G 12 Base
116,
0
M 102
M 142
ectronic
120
-
-
14
208
1.00
5
240
0.80
5
277
0.60
4
ClearT 15, Mogul Base
19,000
15,000
M136
-30C
Super
CWA
_
208
120
1.20
0.40
4
240
1.00
100
035
3
277
0.85
085
0.30
3
347
0 70
0.65
0.25
480
1 0.
I
200
PMH
229
ClearT 15, Mogul Base
1 0
1
MI 6
30
Electronic
120
-
208
1.20
4
240
1DO
3
77
1.00
3
2 0
MH
95
Clear, T28, Mogul se
2
M
M 153
WA
I 0
4
_
208
145
0.80
130
5
240
1 25
0.70
1.15
5
277
1 10
060
1.00
3
347
0.95
0.75
045
3
480
0.57
0.48
0.21
2
250
PMH
lean BT28, Mogul se
22, 00
1
M
M153
30C
Electronic
208
I. 6
240
1,19
3
277
1.0
3 0
PMH
368
Clear, BT28, Mogul Base
30,000
20,000
M 12
M 154
M170
OC
Super
CWA
120
3.2
0
8
208
1.90
1.35
1.05
6
240
165
1.15
090
5
277
1.40
100
080
3
_
347
1.10
0.80
0.70
3
480
0.80
060
0,45
320
PMH
Clear, BT28, Mogul Base
355000
3757o
M132Electronic
M 154
17
20
-
I
8
240
149
b
77
1.3
350
MH
4
ledr,6 8, ogulBase
3,
MI31
M 171
-3
uper
CWA
I
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0
I
208
2,00
3
1.3
7
240
170
.10
1.10
5
277
1.50
1.00
347
1, 0
080
085
3
480
0.
0.60
0
0
PMH
Clear, , MogulBase
33, 0
20,
M 1
M171
-30C
Electronic
208
-
184
10
240
1.59
7
277
1.41
4
MH
45
Clear. Mogul Base
40,000
0
M13
M155
M 172
3
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CWA
l2
4
3. 0
I
208
230
175
200
7
240
2.00
1.50
1.75
5
277
175
130
150
5
347
35
..75
1.10
4
0
1.00
6
7
4
PMH
Tear, 8 8, Mogul Base
40 0
M 135
M155
M17
-3
lectronic
2
2, I0
240
1.81
7
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1.59
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1.80
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1.30--
5
208
1.04
104
0.75
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3
240
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0.90
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0.80
0.55
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0.45
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120
2.60
2.60
100
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208
150
150
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240
1,30
1.30
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5
277
1 10
1.10
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0.45
3
347
0.85
1 0S
0.35
3
480
0. 5
0.30
400
M
PRESSURE
458
SODIUMHIGH
Clear, , Mogul Base
40,
15,000
M
0
CWA
I 0
4.
3 0
208
2.30
1.80
1,40
7
_ 240
2.00
164
1.20_
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277
170
150
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480
1.00
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70
HPS
91
Clear, ED 17, Med Base
6,300
24,000
S62
-40C
HX-HPF
120
0.81
1.45
0,75
6
20
0.47
0.85
_
045
4
240
0A
075
0.37
3
_
277
0.35
0A5
035
3
347
0.3
0.55
03
2
4
_
I
0 I
100
H
Clear, 17, Med ase
00
24,
40C
HX-H
I
208
0.67
1.25
0.75
5
240
058
1.10
065
3
277
0.50
0,85
0.60
_
3
347
0.39
0.70
045
3
48
0.034
0.21
_
150
HIPS
188
Clear, ED 17. Med Base
16,01M
24,000
S55
-40C
HX-HPF
1
I.
208
0.95
1.60
1,15
5
240
0.83
1.40
5
277
0.72
125
0.85
4
347
0 56
0.92
0.52
3
480
0.42
2 0
H S
5
ear, ogul Base
0
S
40
CWA
1 0
2.50
08
1.50
1.00
0.95
4
40
1.30
0.85
0.80
4
277
1 10
0.75
0,70
3
347
0.93
0.70
0.60
2
480
0.63
0.45
0.40
2
400
COMPACT•
HIPS
464
C11ear, E 18, Mogul Base
51,000
24,000-40C
CWA
I
380.
0
10
08
2.20
1.20
1.80
6
240
190
1 0.95
1.50
5
277
70
085
1.40
5
347 1
1 32 1
0.70
1.00
5
480 1
097 1
0.55
0.75
3
42
PL-
46
Coated, GX24q-4 Base
3,200
12000
N/A
-IBC
ElectronicE'nE-
039
2
0. 3
020
2
.17
257
L
9
Coate 4q- se
4.
I
N/A
-I C
lectronic
.8
040
2
0. 7
2
60
L
0
Coated. -I e
4,
A
Electronic
208
0.40
2
240
032
2
277
0.26
All Initial Lumen values shown are approximate and may vary from one manufacturer to another. Consult lamp manufacturer's data for exact lumen and life data
WARNING: All fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury.
Lamps by others