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Fahe.y, Joyce 0
From:
Sent:
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Subject:
Dobosiewicz, Jon C
Monday, January 20,20034:18 PM
Fahey, Joyce 0
Lillig, Laurence M; Hollibaugh, Mike P; Brewer, Scott I
Docket Number Assignment - DP/ADLS; Old Meridian Professional Building
Joyce,
Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary
Docket Numbers for Old .Meridian Professional Building, DP/ADLS. It will be the following:
05-03 DP/ADLS
$728 + $815.60 ($728+$36.5 per acre.@ 2.4 acres)
Total Fee:
$1,543.60
Docket No. 05-03 DP/ADLS; Old Meridian Professional Building
The applicant seeks approval to construct an office building. The site is located at the southwest comer of Old
Meridian Street and Pennsylvania Street. The site is zoned B-6/Business within the US 31 Overlay Zone.
Filed by James K. Wheeler of Coots, Henke & 'vVheeler for John N. Kirk and Lowell Thomas Kirk.
Please note the following:
.. TIns Item appeared on the January 15, 2003 agenda of the Technical Advisory Committee.
.. Mailed and Published Public Notice needs to occur no later than Friday, January 24, 2003. Published notice is
required within the Indianapolis Star.
. Twenty (20) Informational Packets must be delivered to Plan Commission Secretary Ramona Hancock no
later than noon, Friday, February 7, 2003. Failure to submit Informational Packets by this time will result in the
tabling ofthe petition to the Tuesday, March 18, 2003, agenda of the Plan Commission.
. Proof of Notice will need to be received by this Department no later than noon, Monday, February 17, 2003.
Failure to submit Proof of Notice by this time will result in the tabling of the petition.
. This Item will appear on the February 18,2003 agenda of the Plan Commission under Public Hearings.
· This Item may also appear on the March 4, 2003 agenda of the Plan Commission Special Studies
Committee.
.. The petitioner will need to provide one fully filled out Findings-of-Fact sheets for the DP the night of the
meeting at which the Plan Commission takes final action on the request.
Please contact James Wheeler at 844-4693 (Fax: 573-5385) with this information. Once the docket is assigned
please return the file to my office.
Jon
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RECFIVED
JAN 16 2003
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DEVELOPMENT PLAN
APPLICATION
DATE: January 16,2003
DOCKET NO.
Preliminary
Final
Public Hearing Required
Received By/Date
Checked By
Amended or Changed
Name of
Project: Old Meridian Professional Building
Project
Address: At the intersection of Old Meridian and Pennsylvania
Legal
Description: Attached
Name of
Applicant: John N. Kirk and Lowell Thomas Kirk
Address: Coots, Henke & Wheeler, P.C., 255 East Carmel Drive, Carmel, IN 46032
Contact Person:
James K. Wheeler
Telephone: 844-4693
Name of
Landowner:
John N. Kirk and Lowell Thomas Kirk
Telephone: 846-2535
Address: 12345 Old North Meridian St. Carmel, Indiana, 46032
Plot Size:
Approximately 2.4+/- acres Zoning ClassificationB-6 in the US 31 Overlay Zone
Present Use
of Property: Vacant / No use
Proposed Use
of Property: Professional office building
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NOTE:
This application must be filed in duplicate and accompanied by: a) Two (2) copies of
the development plan which the applicant will be responsible for distribution among
T AC members; b) All necessary supporting materials.
The undersigned agrees that any construction, reconstruction, enlargement, relocation
or alteration of structures, or any change in the use of land or structures requested by this application
will comply with and conform to all applicable laws of the State of Indiana and the zoning ordinance of
Canlle , Indiana, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et seq"
Genera Assembly of the State ofIndian d Acts amendatory thereto.
STATE OF INDIANA
ss:
County of Hamilton
Before me the undersigned, a Notary Public for Hamilton County, State of Indiana, personally
appeared James K. Wheeler, agent for ow ers and acknowledges the execution of the foregoing
instrument this /j;~ day of L ,2003.
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Nota y ubhc- Slgnature
(SEAL)
M-;i;t2j/L /21 1lf(1
Notar' ubhc - Please Pnnt
My commission expires: [) t/i-Db.L!r .;?0dcJJ 1
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My County of Residence:
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Certified to: John N. Kirk, Jr. &
Lowell Thomas Kirk
CERTIFICATE OF SURVEY
I, the undersigned I a Regi'stered Professional Land Surveyor at the State of Indiana,
do hereby certify that the attached plat of the following described real estate was prepared
under my _direct supervision. and to the best of my knowledge, information and belief, was
executed In accordance with the requirements of the minimum standards for competent
practice of lc:tnd surveying as .defined in Title 865, Article 1, Rule 12 of the Indiana
Administratlve Code: -
A part of the Northwest Quarter of Section 351 Township 18 North, Range 3 East,
as follows~ Begin 59 rods 13 and }'2 feet North of the Southeast corner of said quarter
section; thence North 327 feet thence West 207 feet to the center of a cement roadl
thence southwesterly on said road 407feet, thence East 436 feet to the place of beginning,
in Clay Township, Hamilton County, Indlana,
I further certify that this map or plat and the survey on which it is based were made
in accordance with the "Minimum Standard Detail Requirement for AL T NACSM Land Title
Surveys,1I jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes
Items t 3,4,5, 7a, 81 91 10, 11(per visual observation)) and 13 through 160f Table A
thereof. Pursuant to the Accuracy Standards as adopted by AL T A, NSPS and ACSM and In
effect on the date of this certification, underSIgned further certifies that proper field
procedures, instrumentation, and adequate survey personnel were employed in order to
achieve results comparable to those outlined in the "Minimum Angle. Distance, and Closure
Requirements for Survey Measurements Which Control Land Boundaries for AL T NACSM
Land Title Surveys.
Corners and elevations were established and improvements located as shown
hereon,
Certified this c18th day of September1 2002
Mid-States Engineering, L.L.C.
Michael L. DeBoy
Registered Land Sut\leyor No,
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Date! Y)r<j:.<<:;_t'.~ E/J DOCKET NO.
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APPHll;:~ FOJAUCHITECTURAL DESIGN, LIGHTING AND SIGNAGE
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(Plus $35.00 per acre when NOT accompanied by a Development Plan)
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Fee $
Name of Project: Old Meridian Professional Building
Address:
At the intersection of Old Meridian and Pennsylvania
Type of Project:
Professional Office Building
Applicant: John N. Kirk & Lowell Thomas Kirk
Phone No.: 846-2535
Contact Person: James K. Wheeler
Phone No.: 317-844-4693
Address:
Coots, Henke & Wheeler, P.C., 255 East Carmel Drive, Carmel, IN 46032
Legal Description: See attached
Area (in acres) 2.4+/-
Zoning:
B-6 in US 31 Overlay Zone
Owner of Real Estate: John N. Kirk and Lowell Thomas Kirk
Carmel:
Clay Township: Yes
Annexation: Will Agree
Other Approvals Needed:
Parking
No. of Spaces Provided:
58
No. Spaces Required: 57
Page 1 of 3
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Design Information
Type of Building:
Two story office building
Square Footage: 17040
Exterior Materials:
Height: 25 ft or less
Brick
Maximum No. of Tenants: Unknown
Water by:
Carmel
Type of Fixture:
No. of Fixtures:
4
No. of Signs:
Location(s):
Dimensions of each sign:
Square Footage of each sign:
Total I-Ieight of each sign:
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No. of Buildings: 1
No. of Stories: 2
Colors:
Earth tones
Type of Uses: Professional Offices
Sewer by:
LIGHTING
Height of Fixture:
Additional Lighting:
SIGN AGE
Type of Signs:
Page 2 of 3
Clay Township
22 ft
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LANDSCAPING
******************************************************************************
I the undersigned, to the best of my knowledge and belief, submit the above information as tme
and correct.
Signature of
Applicant:
******************************************************************************
State ofIndiana,
SS:
County of Hamilton
Before me the undersigned, a Notary public for County, State of Indiana, personally
appeared and acknowledged the execution of the foregoing instrument
this day of , 2002.
My Commission Expires:
Notary Public
R:\.JK \'v'\Kirk 2002 Construction Project\Kirk ZongCarm ADLS "'pd
Page 3 of 3
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Certified to: John N. Kirk, Jr. &
Lowell Thomas Kirk
CERTIFICATE OF SURVEY
I, the undersigned, a Registered Professional Land Surveyor of the State of Indiana,
do hereby certify that the attached plat of the following described real estate was prepared
under my direct supervision, and to the best of my knowledge, Information and bellef, was
executed in accordance with the requirements of the minimum standards for competent
practice of I~nd surveying as defined in Title 865, Article 1, Rule 12 of the I nd iana
Administrative Code:
A part of the Northwest quarter of Section 35 , Township 18 North, Range 3 East,
as follows: Begin 59 rods 13 and X feet North of the Southeast corner of said quarter
sect!on; thence North 327 feet, thence West 207 feet to the center of a cement road,
thence southwesterly on said road 4071eet, thence East 436 feet to the place of beginning,
in Cl,ay Township, Hamilton County, Indiana,
I further certify that this map or plat and the survey on which it is based were made
in accordance with the "Minimum Standard Detail Requirement for AL T NACSM Land Title
Surveys." jointly established and adopted by AL TA, ACSM and NSPS in 1999, and includes
Items 1J 3, 4, 5, 7a, 8, 9, 10, 11(per visual observation), and 13 through 16 of Table A
thereof. Pursuant to the Accuracy Standards as adopted by AL TA, NSPS and ACSM and in
effect on the date of this certification, undersigned further certifies that proper field
procedures, instrumentation, and adequate survey personnel were employed in order to
achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure
Requirements for Survey Measurements Which Control Land Boundaries for AL T AJACSM
Land Title Surveys.
Corners and elevations were established and improvements located as shown
hereon.
Certified this 18th day of September, 2002
Mid-States Engineering. L.L.C.
Michael L. DeBoy
Registered Land Surveyor No.
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15 13'1, 1 ~'4 ]1/,-3'11 65.10 72.20 8330 99.20 1\1.40 155.20 16510
10 10% 1'1, lYJ2-2'~'ll 5860 65.00 75.00 8930 10030 13970 148.60
18 16 1 '17 2 Vi!-4 80.00 87.60 95.80 12660 151.00 18330 19620
12 12'~/1! 1'12 1 '1i-3~1 noo 78.80 87.10 113.90 135.90 165.00 176.60
24 22 I'll 2l!,-5 15000 162.80 189.00 259.40 287.90 33970 N/A
16 15Vi. I'll 2'(,0-4 135.00 145.50 170.10 23350 259.10 305.70 N/A
. As 01 7r2JJOO, Depths were increased in this style. Verity depth of existing letters betore ordering replacements
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I 0 2' 13f4 %' 'f16'-V,6' S 8.20 $ 9.30 $ 11.30 $ 14.50 t $ 16.80 $ 18.80 $ 19.90
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3 2% '12 '18- l/a 12.30 15.20 17.20 . 21!30 27.10 31.00
x '4 :'3'11 l/a 'I,-V8 15.20 16.60 18.60 23.00. -, 30.10 35.80 3890
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8 ., 7 :y, '12 - P/a 27.60 31.00 34.10 47.90 67.70 71.50 82.60
5 5'1a V~ ''Ill-;V1 24.80 27.60 30.70 43.40 61.00 64.40 74.30
10 9 5(a-2V4 3650 40.20 43.90 57.90 77.20 95.00 ' . 1'02.70
7 6% '1/32-1 VB 32.90 36.20 39.50 . 52.10 59.50 .;C' 85:'50 :;'-..~~' 92:40
12 10:Yl %-25lB 46.10 51.00 54.40 62.80 99.30 123.80 129.70
8 BY. '%2-25/16 41.50 45.90 49.0 5550 89.40 111.40 116.70
15 13VB H~ 13/,5-3'14 55.50 72.20 76.00 99.20 168.80 185 .20 ....\219.50
10 10Vl 1'1. 3/4-3 5900 65.00 68.40 89.30 151.90 166.70 .' 197.60
18 16'1, 1 V, 1'116-4 88.40 92.90 98.60 12570 196.70 207.30 27550
12 12'12 1 '11 1-33/, 79.60 B3.60 88.70 113.10 171.00 186.60 248.00
. As of 7/2000. Depths were increased In this sfl"\e, Verity depth :)t existing lel1er~ befme ordering replacements.
54
FOJ" "Jther ~IZ~' .}f these lypestylcs. lI,e Fbl Cut Mel:ll starting on page 66
JD~N 0'-et::' c:ff\C~ 'PUJLDlN~
~~'"911r;1,,1lf:1'.
4"
6
4'
8
5
10
7
12
8
15
10
fih<t UNI'J
. i ABCDEFGI
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HEIGHT
UPPER CASE
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UNIVE
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HEIGHT
UPPER CASE
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6
8
10
12
15
"
FEATURES
i
\
\
One-piece aluminum housing
available in three sizes: small,
medium and large. Corners are
welded and finished to produce
a clean, sharp appearance while
incresing housing strength and
ensuring weather-tight
contruction. One-piece
construction eliminates the
worry of moisture entering from
poorly sealed top pans and side
panels.
The Classic is designed to
ulilize either Super Metal Halide,
Metal Halide or High Pressure
Sodium lamp types.
Clear flat, two-piece, tempered
glass lens provides a horizontal
section which controls back
spill and enables a sharp cutoff.
A 17 degree above horizontal
angled aperture produces a
high oblique light pattern. The
lens has two layers of silicone
sealant.
UL listed for wet locations.
?
,
u
Porcelain sockets feature
spring-reinforced
contacts lor longer life.
Reflector assembly combines harnrncHoned
and speculaJ aluminum to maintain shape 01
contour optics. This provides high elficiency
and low distortion of optic curve.
High Power lactor. Type CWA Ballast designbl
lor minus 20 degrees Fahrenheit operation. Tt'l
ballast is mounted to housing reinforcing plall'
which ensures maximum heal-sinking jor lon~J
lile.
,...;
Continuous one-piece EPDM gaske\ tor
maximum sealing.
The Classic is available in dan; braille ,ShOo',':
black, cocoa, vanilla, platinum, 01' white.
DuraGrip"', LSl's revolutionary superior bfjK",:
on poLyester-powder finishing process. giVE"
~the fixture an exceptiQnally attractive
appearance. This unicfue polyester prolecliol'
lets the fixture withstand exlreme wealhef
changes without cracking or peeling. Finish is
guaranteed lor five full years.
r--A~
~ /1
'ImJI1
A
20-1/4"
27'
29'
HOW TO ORDER LUMINAIRES
Select appropriate choice from each column.
luminaire Lamp. .,.
Distribution..' Light Source'
Prelix .... Wattage
CLS ~ FT - Forward 50
Small Throw 70
100
150
175
elM - FT - Forward 150
Medium Throw 200
250
400
Cll - FT - Forward 1000
Large Throw
;'
(.
. :Jf::if~.t:i1~~'
120V
208V
240V
277V
480V
MT - Multi Tap
HPS - High Pressure Sodium
50.70, 100, 150 Watt
SMH - Super Metal Halide
175 Watt
MH - Metal Halide
175 Watt
HPS - High Pressure Sodium
150, 200, 250. 400 Watt
SMH - Super Metal Halide
250, 400 Wall
MH - Metal Halide
250, 400 Watt
HPS - HiQh Pressure Sodium
1000 Watt
MH - Metal Halide
1000 Watt
F - Clear Flat Two-Piece
Tempered Glass
B C
6' 14.112
8" 18.314
10" 21
luminaire
Finish
BRZ - BroMe
BlK - BiacK
COA - Cocoa
VAN - IJantlla
Pl T - Platlnulll
'NHT - White
EXAMPLE OF A TYPICAL ORDER
-"'T~~~:VAN- peR
.r:..l::~.'~l.."._ .
Options
pcp, - PiIOlOElectr[,: Cen'
Ll. ~ U,SS L31TlIJ
CL - CUJic;Cj t_~nlp
FS - F'jSlf1iJ fnr 120\,t ,',
2 7?'\j 18;:C:r;~)t
1 OOO'N fin 120',;,
FS 1 ~ Fu"InQ lor
120'.1 for 1 ODOIN
FO - OOllole Fusillg
for 20B\} 'S 24C!V
F01 - Double FO:;lng
fOl 480V
PLS - Poiyc;ar'Joniilc Sf;:' '"
HSS - House Side $111i:lcl
NO - rJo C pllOllS
"Consult factory for Deluxe Mercury Vapor order requests.
See LSl's Sleel Square Pole Data Sheet or Aluminum Square Pole Data Sheet lor pole ordering inlormalion and LSl's EPA Data Sheellor bracket and EPA informed:::
L-.. Y
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."
. _____'I1'~...A<-_--"lI="'Ho.V~_''''''"'''',.~,~~'.lMU<~rm.''t.'Ul='2l_'il~
PHOTOMETRIC DATA
3MH 2MH lMH 0
400W Super Metal Halide
(Type FT - Forward Throw Distribution)
FIXTURE FRONT
2MH
MTG.
H~ ABC D E F
12" '27.8':.13.9 1;,5:6 ~i,2:e 1-!;,l::4'0:lf..S6
J 4'~ ,'20:4 ;i10:2 ;..'\;"4\6 :a;i!2;0 \ii'iI,M 1t.\'l~4'i\
'16" .'15.6 ef!f;,7:Bi!:\i'3:,I: Toll,ii,S ~W18' ~~31~
'8'" ";1 2t4 ';;~:6;2 ~2~5 ~1~2 i%'I,t,62; iiS'i25
20'; ;ii, 1 000 ~f,}5;O ;ij;jj'2r lii'~'.$O' m'!:2"O
'22'{ ;!iB.3 ~I~4~.ii (~1~ iiI!i:41;~&~1,7:
24' '/'6:9 :tf:3~5 !il,(t;1~4 ~.~69 iliJ,,35' ~;;,~f4'
26'. .c,~5.9 ',J3.0 (;:",-1':2 .i'i,J:59 ~:-';30 ~J..i;12
2B' , 5: 1 r.-'2;6 :Erl ::1} f~1:':5 1 ..'/\26 r0"ho
3D' 4.4 .2.2 (",89 J:':':44 22" .09
lMH
o
lMH
2MH
3MH
. LUf..1EN RATING 40,000
MH REFERS TO MOUNTING HEIGHT
4MH
5MH
400W High Pressure Sodium
(Type FT - Forward Throw Distribution)
3MH 2MH 1MH 0
FIXTURE FRONT
2MH
lMH
o
lMH
2MH
3MH
LUMEN RATING 50,000
MH REFERS TO MOUNTING HEIGHT
4MH
5MH
The Classic Series
maximizes on
efficiency with
Forward Throw
distribution. This
provides a
maximum rear
cutoff and excellent
perimeter lighting
results,
100QW Metal Halide
(Type FT - Forward Throw Distribution)
3MH 2MH 1MH 0 MTG.
HT. A 8 C D
E
F
G
2MH
.16', '31-:3 ',15;6 7.8 3:1 1.6 .78 ,3i 1
.,18', .;;24\7 \'12.3 ;;},6~2 ;,j,,2.5 '.2 .62 ,25
'20" ',20,0 ';10:0 ~';5:0 ,"2.0 1.0 .50 .20
'22,~ rt,16.5 *;~:'8.3 ;/4;" ~''''1:7 .83 41 .17
24" ;:,13.9 :","6:9 ,:;).,3;5 ;,.;.,1:4 .69 35 14
.26', ~:,1,1:8 dZf5.9 '1i;'i3~0 ../1';2 ..' .59 ,30 ,12.
.28'; ",10~2 ::.,"5:1 r:~::-2.6 .'1.0 .51 26 10
30' "'{8;9 ,,''4.4 2.2 '. ,89 .44 .22 .G9J
35',' :"'16:5 ',"3.31. ".6 ,65 .33 .16 071
39' 5.3 2.6 1.3 ,53 .26 13 .05
1MH
o
1MH
2MH
3MH
LUMEN RATI~jG 107,800
MH REFERS TO MOUNTING HEIGHT
4MH
5MH
FIXTURE FRONT
1000W High Pressure Sodium
(Type FT - Forward Throw Distribution)
3MH 2MH 1 MH 0 MTG.
HT. ABC D
F
E
...;
2MH
--
'16'.: . 31'.3 '15.6 7.8 3.1 1.6 ,78 ,31
'.lB'" .124,7 ",12;3 '.' 6.2 2.5 1.2 .62 .25
:20" \120;0 !i..l0W ;,t;.SoO ",'~2.0 1.0 ,50 ,20 ,
t22~ ~16;5 );gB:3 ,\'1'4;1 ;'0":1.7 ' .83 .41 1 , , 'I
;24':: ~;13;9 ~ft:6.;9 '\1,3:5 ~"'1.4 .69 ,35 , 14 .
'26\; "~1;1\e ;!~i15l9 ;"i~3~O -'...'1,2 .59 .30 .12 I
.28'.; ,;;;10,2 :;';;',5.1 ;~'2.6 1:0 .51 .26 .10 I
i30'; ;l~~i'8 ~ 9 ;'.,'4:4 ~,j':2:2 <89 .44 .22 .09 I
';35',\ 'i;':6~5 r::;!3:3 "::1.6 ,65 ,33 16 .07 I
39' ""5.3 2.6 1.3 ,53 ,26 13 .05 i
1MH
o
iMH
2MH
3MH
LUMEN RATING 140,000
MH REFERS TO MOUNTING HEICHT
4MH
SMH
FIXTURE FRONT
u
" .
<>
~otometric Data
CLASSIC SERIES
MODEL: CLM-FT-400-HPS-F
LAMP: 400W HIGH PRESSURE SODIUM
DISTRIBUTION: FT-FORWARD THROW
LENS: FLAT GLASS
ITL REPORT: ITL31826
SINGLE
4MH 3MH 2MH 1MH
o
1MH 2MH 3MH
G
Mounting
Height
Configuration
Foot Candle Values For The Following Curves
BCD E F
.t~
4MH
TWIN
4MH
3MH
2MH
11VlR
o
1MH
2MH
3MH
3MH 2MH 1 MH
1MH 2MH 3MH 4MH
30'
MH-Mounting Height
IlilDEnDI 9Y9&
9i
..
LSI.CLM1-REV-5/B9
P.O. BOX 42728 · CINCINNATI, OH 45242 · FAX 513-793-0147 · (513) 793.3200
'91989 LSI Ligh1ie9 Systems lec.
Printed in the U.S.A.
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RAILROAD STATION
RLM
RAILROAD STATION
RSL on RRIlHWB Shown in specialyel-
low fe,\Iurcs our allthemic 21" t'cfleccor
'"'I-~If[ed of (J063-T6 structural grade alu-
minum with Lexan refractQr and QlLr 2"
dia. (.125 wall) candy calle RR unit and
ballast carrying backplate. Unit scales
21 "x 5' H (variable) with about 34" fmm
the wall to the lamp and_a total projection
of 45". This bracket can handle ou'r 1910
Acol"l1, RLMI6, G16.
RLM16 Oil No. 62 RUWllIn Black-with
incandescent lamp, feiltures our 16" dia.
1920's reflector on 6()(J3- T6 structural
aluminum and cast wall bracket. Scales
16" wide by 13" high ,with a w.a11 to cen-
ter of lamp of 18W' and total projection
of 25Ih". Our BB backplate is also avail-
able carrying 50, 75, 100 or 175w mer-
cury vapor Dr 50, 70 or lOGy/.. high pres-
sure sodium with refractor. AddA" topro-
jection Iigmes.
RSL nil No. llOBH Swill::! dO\\l1l brue
J arm wilh b~ill,l~t carrying -backplate (I~
'\ shown in BJa.:k. 'Thi~ distinctivc brae
I fearures our 'J.. 1" rct"le,clnr \vi[h eithr.:i
Lexan or ;1LTvlic J,~j'r"clOr. Craned
tough G\S1 alll;llinulll for decades of u
This unil sc:ilcs 21 "x 22"1-1 with II
wall 10 lai"ilp ceI11er al\d a total projecti
oj' 26". This bracket can also carrv (
RLM 16" or IX" .
MAIN STREET
GLOBE
RLM SP 20
ivrSli1l5A This is a modem replica of a
popular fixLlIre found across America.
It is oClagonal shaped wi 111 :\ spiked final
;l11d ,wadable with or without decorative
spikes MS60SB. The flxture mcasures
151h" x 34ih" (14" on diagonal) wlth a
choice of five different aery lie lenses.
This.smaller version of our larger MSS05
fix lUre" (shown on page 12) offers
ref1ectors, refmctors, HID lam ping and is
. id,:al..~~ a wall"moun~. " . ....
:". ..f::.i,2?;l~.,~~t~~~;'1.?~~;?~t .~:.- [~r, }~1 ,~:~,"
G18S11 Femmes our quietly elegant No.
SO ca~t aluminum arm with all 18" globe
of acrylic or polycar.bonate. This ann can
be.sidemounted~]] posts by adding "PM"
tQ the .specifications. :OurI-IID backplate
is also available carrying 75, 100 or 175w
mercury vapor; 70, 100 or 150w high
pressu~e sodium .Qr 70, 100 or 175w of
metal halide. Specify G1880BB for HIP:.. '
RLM SP. 20 on a 91 WWBBB This sp
cial, wa]] mounted version of sI3nda
Sternberg producls was used for the ren
vation of the Concert H311'in Chino C
The RLM SP is described on page :
and the 91 W bracket is OIl page 10
A photo of three of ,hese units mOLlnt(
on a pole is shown on page 72. Olh
Stemberg down lEght fixtl}res can also I
mounted on this bracket for a slriki,
accelH to a project
".