HomeMy WebLinkAboutPacket 08-21-07
CJ
c=J ~
L=:J CJ r=J r=J r::=J t::=J CJ CJ r::=J CJ c:::J. CJ
ADLS SUBMITTAL FOR THE
WESTON POINTE - OUTLOT #3
Docket: 07070007 DP/ADLS
11145 NORTH MICHIGAN ROAD
CARMEL, INDIANA
DEVELOPER:
CJ t::=J c:::J LJ
WILLIAMS REALTY GROUP
9830 Bauer Drive
Indianapolis, Indiana 46280
Phone: (317) 574-5480
Contact: Ron Bell
CIVIL ENGINEER:
C:J
Civil Designs
ARCHITECT:
2415 Directors Row Ste.E
Indianapolis, In 46241
317-244-1968
FAX-244-1969
Contan: Aaron Hurt
VICINITY MAP tlh.
NOTrostM,E ~
Design Plan, Inc.
9830 Bauer Drive
Indianapolis, Indiana 46280
Phone: (317) 289-8007
Contact: George Small
.:J:",
/;S&?t7
s.-s ;;;' /?}
c.:;; f2? :i# tI.:::,
, fi;J @
Q
D I
I
I
r
a ,
a I
I I
~
0 r
I
I
D
~ ~
l
. ,~
I;
D
I
a
~ l
I
a -1
Q
Q ~
0
,D
1
0
~
,
,
0
D ~
D 1
~
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
FINDINGS OF FACT FORM
.' ", .
DEVELOPMENT PLANCONSIDERA TION
Carmel Plan Commission
Cartnel, Indiana
DOCKET NO. #07070007 DP
NAME OF PROJECT: Weston Pointe Retail - Outlot #3
PETITIONER: Darci Pellom, Civ.il DesignsandF. C. Realty Thirty-three
_Based upon all the evidence presented by the Petitioner and upon the Department
Report of the Department of Community Services~ dated, we detennine that the
De'Veloplllent Plancornplies 'with the Standards set forth in the Carmel/Clay Zoning
OrdinanCe.
_ W e h~r~byallllro'Vetbe Deyelopment Plan as submitted with the foUowingspec;ilic
... conditions asagreedtohy the;petitioner.
Condition 1.
Condition 2.
_ WeherebydiSallurove oftheDevelopment Planas submitted for the following reasons:
1.
2.
3.
DATED THIS 21st . DAY OF August
, 2007.
Commission Member.
D
o
~
D
a
D
c
o
1-
o
o
o
o
o
o
o
'U
1J
D
o
~~i;11
~ ]!!II
.1181HX3 lVIH3V
I~ II "II
I~ I~ ~i
WNWIONl '"BWlIY.>
IZt's'n
HllN3J lIV.13HllNIOd NO.1S3M
I::J
I::J
I:::J
[:=J
I::J
I::::J
c:::l
I::l
I:=:J
CJ
I:::J
I::J
I::J
Cl
K::J
I::J
I:::J
a::::::J
I::J
o
Original submitted site plan
~
Nonh
Weston Pointe Retail Center
us 421- Carmel, Indiana
AUGUST 16, 2005
Williams Realty Group
9830 Bauer Drive
Indianapolis, Indiana 46280
Phone: 317-574-5480
c:=>
.
Civil Designs
2415 Dlrf'cto~ Row, Suite E
Indianapolis, Indiana 46241
317-244-1968
L.J
CJ
I::J
(::::J
a::::J
CJ / I::l
r.::J
CJ
a::::J
c:J
.'Y.l
I::l
c::J
IE]
I::J
I::J
a::::l
I:::J
II
II
\\
II
II
II
r\
1/ ~
II II
:: f~
II II
II \
\J
I',
~ """~
~ ~<::,.
\\ '\-",,"
kP'" ~ ~
\\ <::,.
\\ "\)
\ }
,-=<-.,..d'
(~\
II II
P 317-2....-1968
2..15 DirKtors RQw Sl't.[ Indi..napolls,ln 46241
t
~
o 30'
Scale: 1" Equals 30'
I
60'
Weston Pointe Retail Center - Lot 3
Plan Commission
Carmel, Indiana
June, 6, 2007
Williams Realty Group
9830 Bauer Drive
Indianapolis, Indiana 46280
Phone: 317-574-5480
c:~
Civil Designs
o
o
D
o
D
o
o
o
o
o
o
o
o
o
D
o
o
o
o
[ SITE DATA:
]
BUILDING DATA:
BUILDING AREA.......... 7 ,900+ SF
REQUIRED PARKING DATA:
STANDARD PARKING
30 SPACES (9' x 20')
HANDICAP PARKING
2 SPACES
TOTAL REQUIRED PARKING
PROPOSED PARKING DATA:
STANDARD PARKING
HANDICAP PARKING
32 SPACES
38 SPACES (9' x 20')
2 SPACES
TOTAL PROPOSED PARKING
40 SPACES
PROPOSED PARKING RATIO = 5.06 SPACES/1000 SF
BICYCLE PARKING: 4 REQUIRED/4 PROVIDED
ZONING DATA:
PROPOSED USE.........COMMERCIAL (RETAIL)
ZONING DISTRICT.......GENERAL BUSINESS
ADJACENT ZONING CLASSIFICATIONS:
NORTH........GENERAL BUSJNESS
SOUTH........GENERAL BUSINESS
EAST...........GENERAL BUSINESS
WEST..........GENERAL BUSINESS
BUILDING SETBACKS:
FRONT........30' SETBACK
,
REAR..........15 SETBACK
SIDE...........5' SETBACK
\.."
[:::J
I:::J
t:::l
E:l
CJ
CJ
CJ
I::J
r:::J
~.'
~
&:::l
CJ
I::J
I:=J
ED
-=:J
I::J
I::J
II::]
II
II
II
II
II
II
ALTUM'S REAlTY LIMITED PARTNERSHIP
INSTRUMENT '99-45727
. . .----.-.-.-.-.-.-.-
--
-1- - - - ~;;=--- ~^~ - - --
I / # '>:::,4"'" /' ....- "
f ,. . -. --"-~-;;:...
L-f----f.. ~'/'"
/ /-/
/ r-/{#A
-+-L~ ----
---- I /~
/ f .#
/ / f ~~
/ / '#
//.~ '
//-/"" ~
/'" ^" ~
//' #~#, ~
.~
f "
/ f
.,2~
"',>>
I
(=\
I I
("-."
I "
\ \:~-."
~ 1-'
\ "'\
\.-.)
I!~\
n II
/I I
:: I\~~
II I
I II
\
\j\
p]17-24-i-1968
2..15 Directors 11.0\10' Stt.f Indil.l'lapo1i~, In 46241
it
~
o 30'
Scale: I" Equals 30'
I
60'
Weston Pointe Retail Center - Lot 3
Plan Commission - Landscape Plan
Carmel, Indiana
June, 6, 2007
Williams Realty Group
9830 Bauer Drive
Indianapolis, Indiana 46280
Phone: 317.574-5480
c:~
Civil Designs
Al TUM'S REALTy LIMITED PARTNERSHIP
INSTRUMENT #99-45727
c::)
II()
#
.0
,I
\I
\I
, \I
II
\I
II
II
\I
\
\
\
\
~I
\,
\
\
~I
\1
INISH GRADE
DESCRIPTION: DESCRIPTION:
EXISTING ASPHAlT fARt.! fIELD fENCE
EXISTING STONE fLOWliNE
EXISTING CONCRETE OVERHEAD ELECTRIC LtN[
~ TEMPOfWrf 8E.NCH MARK UNDERGROUND ELECTRIC
8 SECTION CORNER UNDERGROUND TELEPHONE
19 MA.G NAIL SET 1jopt FIBER OPTIC LINE
~ PI< NAIL fOUND WATER LINE
~ MAG NAIL rOUND G.\S LINE
(i) IRON PIPE fOUND INY INVERT
"" ELECTRlCL PE()(STAL TOR TOP OF RIM
oJ' POWER POLE TOC TOP Of CASTING
., GAS VALVE Re. REINFORCED CONCRETE PIPE
<>> SANITARY MANHOLE P\IC POL'l'VlNYL CONCRETE PIPE
51eN ve' VITRIFIED CLAY PIPE
CURB INLET eM' CORRUGATED METAl. PIPE
INLET epp CORRUGATED PlASTIC PIP[
1Il TELEPHONE CROSS-BOX LS. END SECTION
(j) TELEPHONE MANHOLE R;W RIGHT-Of-WAY
{l} TELEPHONE PEDESTAL TBM T[t,lPORARY BENCHUARK
<Bl- TELEVISION PEDESTAL CONC. CONCRETE
DECIDuOuS TREE SO, SQUARE
CONIFEROUS TREE SF SQUARE fEET
WATER VALVE (D) DEED BEARING/DISTANCE
fiRE HYDRANT (M) MEASuRED BEARINC/DISTAN~
SHRUB AND SMALl TREE
PlANTING DETAIL
NOT TO SCALE
SET PlANTS AT SAtolE
LEVEL AS CROWN
IN CONTAINER
RAISE PLANT
BED 2~ ABOVE.
FINISH CRADE
PREPARE ENTIRE PLANT
BED TO A 6~ DEPTH
WITH AMENDED TOPSOIL
PERENNIAL AND GROUNDCOVER
PLANTING DETAIL
NOT TO SCALE
or ~~'R~\~~rW~~~/~~
ATTACH GUY WIRE AND HOSE
ABOVE FIRST BRANCH.
STAKE TREES UNDER 3~ CAI.. USE WOOD
STAI(ES 3 PER TREE 0 120'
GUY TREES 3~ CAI.. &: LARGER USE 2Rtl4R STAI(ES~
DRIVEN BELOW GRADE. (3 STAI(ES 120' APART)
SeT TOP OF ROOT CROWN AT FINISH GRA!)[
CUT ALL BINDING AND REYOVE W~~~ fl1l.~
r MULCH LAYER AS SPECIFIED
4~ DIA. X 4- SAUCER AROUND PLANTING PIT
EXCAVATED FRb~L~gL~E ~WL
USE AS EW:KFlLI.. >
LOOSEN SUBGRAOE AROUND CENTER WOUND
AND INSTALL $AND AS N[[[)(O TO PROVIDE
ADEOUATE DRAINAGE AND AERATION
STAKE TO BE 1 B~ BELOW PIT IN
UNDISTURBED SUBGRADE
UNDISTURBED SUBCRACE BASE
4- WIDE TAPE CONSISTING OF
~Eltr';fr'a ~rx.W~NE'2:E~:~ER
FIRST BRANCHES
HOLEY MOLEY SAYS
"DIG SAFELY"
~
UTILITY STATEMENT:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FRau FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL
SUCH UTiliTIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
uTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AlTHOUGH
THE SURVEYOR DOES CERTIfY THAT THEY ARE LOCATED AS ACCURATELY
AS POSSIBLE fROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTIliTIES.
"irS THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CAlL TOLL FREE
PER INDIANA STATE LAW IC8-1-26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIfYING THE UNDERGROUND
LOCATION SERVICE TwO (2) WORKING
DAYS BEfORE COt.4MENCING WORK.
SHADE TREE PLANTING DETAIL
NOT TO SCALE
c::)
11\
)11
lu
114
.
20 0 10 20
~-_... I
(1Nt[[T)
1 inch - 20 ft.
(ASSUMED NORTH)
REVISION RECORD
DATE:
iliA TURE HEIGHT DWN BY: DJP
iliA TuR[ SPREAD
50' CHKD, BY: DJP
.,'
,,' SCALE: 1" = 20'
x" DATE: 06/11/2007
.,' c:=>
.,'
""
'"
.,'
'" Civil Designs
,,' 241SDirt<torsRow Stt.E
Indiilnilpolis,ln 46241
..' 317-244-1968
FAX-244~1969
1S'-20'
10'-15'
20' m
2ft
" ::ij::
. I-
0
.....J
,. I-Q
"
r =><(
5'-6' 00 Z
a:: ~
I Z<(
.....J<(Z a..
-!::2<(
<( ::c is LLI
r I-!:::!Z a..
4'-5' LL1::E-:' <(
e:::: ::c u1 U
LLI ~ ::E VI
I-O~ 0
ZZU Z
_lJ"\ ~
'....- 0;:
.....
a..~
Z
'" 0
,,' I-
4'-5' VI
,. LLI
JO" ~
,."
Ptnmiol ,." PROJECT NUMBER
,." 07-170
lr-1S' DESIGN PHASE
"
PRELIMINARY
PLAN NUMBER
C8.0
SHEETl 10F 1 1
(S)
(S)
(S)
(S)
0-
0-
0-
8
8
8
8
8
8
G
*
*
,;=-'~ ,...-=..~
^
-: "
r\
II II
II II
:: \\~~
II II
II II
II II
d
I~"
II ""
~ ~~
I ~\_~'<.\"""
II ~
I '-,
\~~j
LANDSCAPE NOTES
1. THE CONTRACTOR SHAlL lOCATE AND vERIFY THE EXISTENCE or ALL
UTILITIES PRIOR TO STARTING WORK.
2. THE CONTRACTOR SHALL SUPPLY ALL PlANT MATERIALS IN OUAL1TY
AND OUANTITIES SUFFICIENT TO COMPLETE THE PLANTINC AS SHOWN
ON DRAWINGS.
J. ALL lM.TERIAL SHAlL CONfORM TO THE GUIDELINES ESTABLISHED BY THE
~AMERlCAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1-1996, OR CURRENT
PUBLISHED BY THE ......ERICAN ASSOCIATION OF NURSERYMEN.
4. NO Pl}.NT SH#II..L BE PUT INTO THE CROUND BEFORE ROUGH GRADING
HAS BEEN fINISHED AND APPROvED.
5. ALL PLANTS SHALL BE PlANTED so THAT THE ROOT CROWN IS
PlANTED PER DETAIL ON THIS SHEET.
6. AlL ?\.ANTS SHAlL BE BALLED AND WRAPPED OR CONTAINER CROwN
AS SP(Clf1ED. NO CONTAINER CROWN STOCK WILL BE ACCEPTED IF"
IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE Of
SYNTHETICS OR PlASTICS SHALL BE REMOVED AT THE TIME OF
PlANTING. All TWINE OR ROPE StW..L BE REMOVED rROM
AROUND CROWN or TRUNK TO PREVENT GlRDElING or TREE.
7. WITH CONTAINER CROWN STOCK, THE CONTAINER SHALL BE REMOVED
AND THE CONTAINER BALL SHAll 8( CUT THROUGH THE SURFACE IN
TWO VERTICAL LOCATIONS.
B. THE DAY PRIOR TO PlANTING, THE lOCATIONS Of ALL TREES AND
SHRuBS SHALL BE STAKED FOR APPROVAL BY THE LANDSCAPE
ARCHITECT OR OWNER'S REPRESENTATM.
9. THE lANDSCAPE CONTRACTOR SHAll REfER TO THE CONTRACT
SPECifiCATIONS FOR ADDITIONAL REOUIREMENTS.
10. THE lANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PlANT
MATERIAl. THROUGH ONE CALENDAR YEAR fRO" THE TlUE
Of PROVISIONAL ACCEPTANCE.
11. If THERE IS A DISCREPANCY BETwEEN THE PlANS
AND THE PLANT LIST, THE PlANS SHAlL TAKE PRECEDENCE
12. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY fRO"
PLANTING OPERATIONS AT NO COST TO THE OWNER.
13. STAKES AND GUY WIRES SHALL BE REMOVED AnER ONE YEAR.
14. ALL EXISTING lANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION.
ANY MATERIAL DEEMED DEAD OR UNSA1IFM:TQR'f BY lANDSCAPE
ARCHITECT WILL BE REPlACED EQUIVALENT IN SIZE AND SHAPE AT NO
COST TO THE OWNER.
15. ALL EXISTING lANDSCAPING SHALL BE PRESERVED: NO SOIL
STOCKPILING OR STRIPPING. NO EQUIPMENT OR MATERIAL STORAGE
SHALL BE ALLOWED. AN ORANGE CONSTRUCTION fENCE SHALL BE
CONSTRUCTED TO A DISTANCE Of NO LESS THAN 10 FEET
OUTSIDE THE DRIP LINE Of THE EXISTING TREES. CONTACT
LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION.
16. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS,
fENCES, LIGHT POLES. OR OTHER SUCH AMENITIES ARE NOT PERMITTED
IN THE RIGHT -OF -WAY.
17. ALL BEDS TO HAVE SPADE EDGE.
18. ALL SEEDCD/HYROSEEDEO TURF AREAS SHAW HAVE WEED fREE STRAW
APPLIED TO RETAIN MOISTURE.
I::J
E:J
CJ
c:J
I::J
I=:J
I=:l
I::J
"""""'"
-.
..,.1IJl:tl.
...LOCK
IIEllUIlED
TYPCIAL SECTION
....'" ....
p317-244-1968
a=J
E::J
c:J
I::J
I::J
I::J
c:J
I::J
c:J
I::J
I::J
.... ..,. HOLE
.2'-0"
r...._
IIlUI. ... IIlIUMD
lEE DmI.
PLAN
IllJI'"lnQl[t
CROSS SECTION
.... "'....
241SDlrKtorlRow Ste.r IndlanilpOlls,ln "6241
f317-244-1969
PROPOSED MASONRY TRASH ENCLOSURE
WESTON POINTE RETAIL CENTER
CARMEL. INDIANA
September 30, 200S
c:~
~
o NO SCALE
Scale: 1" Equals
Civil Designs
~
o
o
o
~
D
o
Q
o
o
Q
o
D
~
D
~
o
D
D
--
~ --
- -
- -._-_.. --;-- ~UfII\lI~~
DUDlpUI '19WJD::l SiiJ
pDO~ UD5!401~ 4poN ~v III ~!i?
lOllnO ll'VL3Cl ;S~~
H..LNI0c:I NO~S3:A\ ~~I
{ .(<-.u
i
I
@)--- @---
I I~ ~
I 5 @-
i @---
L_ I
--------- I
I
~ I @- z
@- all
@---
151
@--- e-
@---
@-
@--
e-
@-
@---
z
@---
@---
@)---
~U~:H.h ~ ~
I ;'fH~!. . ~ ~ <Ct;
i,il.~W ~< ;
b-!~i~~;~f ~~
h.f.,~~_;.l~~ ~ ~
("i~" ...~~ ~ ~
,!~~!:'~ii aB
o
o
o
D
D
o
o
o
D
D
D
o
o
o
D
o
D
D
o
..
I
..
'.
I
'"
loo
I
::
'1
'"
"
~
"=' .
~ I
'"
loo
I
";!:
,
'1 \
I z-o I
'" ,
Ei-
"
~
...
I z-o
'"
...
I
..
W '.
I
I ..
..
w ..
I
I '"
'!!!
loo
I
..
,O-.K
.9-.~1
..~
z-O
iI. '"
'1 \0
I
~ '!!!
z-O
I
,
I
I
I
i i
I I /
+- +--------,
--------------- I ------- I ,
I I "
i i
i i
'I i /
, ( I
---------------~-------~-------\
i i "i
i i
i i
i i I
---------------~-------t-------\~: +'
i I I '
i i II ,
i i i
i i I
, , I
---------------~-------~-------\,
Ii!
i i ! 1-0
, I I
I I "
I I ,"
I I l----- ~ _
----------+-------~-------\ '"
i i "
i i
i i
,
I
..~
-~
~
.0-.01
k.K
.t-.~L
.o-.r
.o-.r
~
... 1::0
I I
~ !!
1::0 1::0
I I
~ iil
1::0 0
I
~
1::0 1::0
I ~
~
-0
... 1::0
I I
!! !!!
-m
1 ;
~ !!!
1::0 ,
--
D
o
"'W~~~~SI~':~
~~m:~g;~
=:..,~~
-,""'"
o
o
o
o
o
D
D
D
o
D
D
u
o
o
o
D
o
""'''''e''~'
........"" r.... '" .;
3 .l 11::)3 )
""', .' /
;
t ~
;; g
~ ~ ~
~
~
j i
J i I
i
~ ~ ~ w
~ ~ ~ ~ w
~ ~
~ ~
, ,
~ ~
~ ,
~
.
~ ~
, ,
" .
T
? ?
t t
~ ~
j * ~
f " "
& . .
! ;
~ ll' : f
~ . N M " .
I <j) <j)
~
t 4JF
i !
:;J
~
z
VI'I<)
8 "'.
N
<L
"~
6:Q
N
"-
, ~ ~ ;s
:z .:l .: :. ;: j!. ~ : ;I .;S ~ :. :.
.ll
..b~., ;
~
;! ;! ~):.
;
~ ~ .ll :. ; ;. , ;. ;s :.:< "
;-~ ;; ~ .;;. :. .: :I ~ ;! .:1 ~ i":A.:l
;
;J :l .;, '-;. :z .:
;J~.:l:Z'::"';':J:t;..~:J:l;;
;.
;
;
.;; ~, ; ;. :J ..
. ..
;J :l '.::I
~
~ :i ~
~
, :I,
~
~
~
~ ,
, ;.
~
;J ;: .:I~ Q..
, ;. "'
, ~ :.
~
"-
~
~ }
~,
.. ~;"'t :.
, :.
~
, ;.
~
00
<L
;" .:I
:J .: :.
:- ~ ';,
~
;.
;; ~
~ ~ :.
:. ;. ,~.
:J ;l ;l
;.
;. ,
:I ,
:J ;.
:I' ;.
00
"-
:J
00
<L
;s,
IE
:.
00
<L
~
,,-0
'"
"-
:J .: .:
:. .t :J
:e
:J
~
Cl: :J :J.
\
\-.D:J. ..
,0...
~._.,.'.~). ,;J
'" "-
, "" :< :. .:I
:J ~
;.
~
:J
;. .:I
, ~
,;J i~.':
~,.'!
l:'
:. ;! :. -' - :-,;.-.-~ -'
.: ;J. ;J.
.: ..
;J ;. ;. :J ;J .:i :. :z ;. ;. ;: ;: ~, ,;;1.":J ;! :.
;s :< "
:J ;.
;J ; ;: ~ .: -' ;: ;. ;: :J. .:l ;: ;: ~ ~ ; ~
,;t ~ ~
;I ;S .:I
"'
~ .: ;: ;: ,;J ;J ;J :. .:0 .:l :J, ;: ;: :J .:I ;; ~ ;. ;:. ;:
; .:l ;J :J ;! ~ ;; :J .: ;: :J, :J ;J ;!
; .:l .: ;:. .: ; ~ .:I :. ;J ~ .: ;. :.
~
;
:. ~ ~
N
"-
;. :. .iiI
~ .:l .: :. ~ ; ~ ~. ~ ;. ~ :z ~
;.
q
~
~
; ;. ;:.
:;J
;l ~ ;:.
;:. .iJ ;; ::.
;.
;: ::. :;.
,;;; ;l. ~
:;J
~ ;
,
,
N
<L
;
;. ~ ;; ,-
;
r.,
~
~.
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
WESTON POINTE OUTLOT
SUBMITTAL DRAWINGS
By: David McDowell
June 7, 2007
LITE
Techllte Corporation
7718 Lorna Court
Fishers, IN 46038
317.578.2626 p
317.578.2727 F
www.techlltecorp.com
ILLUMIIIATIII. IIIICI 1117
10
0'
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
LITE
Techlite Corporation
7718 Lorna Court
Fishers, IN 46038
317.578.2626 P
317.578.2727 F
www.techlitecorp.com
ILLUMINATING SINCE 1987
WESTON POINTE OUTLOT
SCHEDULE Date: 06-07-2007 Page 1
P2 EXIS QL 123-25-VR-MB-QT-400-DBZ
P2 POLE VALMONT -LEXIN DS210-590A250-PL-Dl/24' AFG
P2 QL 123-25-F-MB-QT-400-DBZ
P2 POLE VALMONT -LEXIN DS210-590A250-PL-Dl/24' AFG
P6 INDESSA 503-2BX27-BRZ
P8 ELCAST 1470-PLT42-XXX-XXX-ETI
o
o
D
D
o
o
~
D
o
D
D
o
Q
o
~
D
D
a
D
H~
~. .:
g dUo 5!::
~ S
;~ ~
~HI
I ~ ~i
t _ ~.
~~_~~ :z:
tun:
i~~~l ~
no u.. 3>.R ~ ~
g;....... > ~..... _ z
~~~~~ i ~
..,ea..........
~~~~
~~~~
~
"3
"
~~~~ i
d~dd
dddd
~<i;:;::;:;;:
;:;;:~;t;:;;:
060
~~~
~~~~
000
~~~
~ ~ ~
~~~
~~~
go
~~
iG~
g"
~~
iG~
iG!?
00
~ 0
000
~~~
f2~~
0
~ ~ ~ ~ iC
~
~
z
o
co
~
"
g;g;g:g;
~;;;;~
.!
j 151
ffl'j
~~~-E
~Ht
o fHh
~ ~~~~~
:: ~~~~.1i
~
~
~
~
"
"
"
~I I
JI
II
~I
!HI~
li~ji
~ ~
~ ~
u 0
~ ~
~ ~
o '"
og~~t
..............u..u..c...
~~<n
dd;e~
~j
j~
5 ~]
~
~ ]1
~ ~
~ ~ 1
~g~;::w
inH
~
~
!I :
U
~
C
~
g~
$5~~
~iil!\\r:;~~
[]~~E'
-=~'i5
,;.,:::']
~~~
~~~
Uf.j
[aJ~~
_ou
@:&
i~]
d~
[!}
~}
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Product Specifications OS21 at 03220
valmont"lf
STRUCTURES
ANCHOII BOLrs
Anchor Bolts are fabricated from
carbon steel bar conforming to AASHTO
M314 Grade-55 or ASTM F 1554
Grade-55. Bolts have an UL" bend on
one end and are galvanized a minimum
of 12 inches on the threaded end. Four
anchor bolts are provided per pole.
Each anchor bolt is furnished with two
hex nuts and two flat washers.
ANCIIOR BASE
The anchor base (base plate) is
fabricated from structural quality hot
rolled carbon steel plate conforming to
ASTM A36. The base plate telescopes
the pole shaft and is circumferentially
welded top and bottom. Please refer
to the charted bolt circles and detail
drawings to determine the type of hole
or slot accommodation made for the
anchor bolt.
PIIl.E SIIAR
The pole shaft conforms to ASTM
A595 Grade-A and is supplied in 11
gauge (0.1196"), 7 gauge (0.1793") 5
gauge (0.2092") or 3 gauge (0.2391 ")
thickness. The pole can be either one-
piece or two piece construction, with a
full length longitudinal high frequency
electric resistance weld. The OS21 0
series is round in cross-section having
a uniform taper of approximately 0.14
inches per foot of length. The DS220
series shaft is square in cross section
having flat sides, radiused comers and
a uniform taper of approximately 0.11
inches per foot of length.
IIAIIIIIItU
The reinforcing handhole rim
consists of either a nominal 3" x 5"
rectangular shaped tubing or 4" )( 6.5"
oval shaped pipe material. The 3" x 5"
handhole is provided with a steel
attachment bar, steel cover, and one
round head machine screw. The 4" x
6.5" handhole includes two tabs for
mounting a steel cover with hex head
attachment screws. Both handhole
types are welded in the pole shaft and
are located 1'-6" above the base.
ELECJBICAI. SIIOUNII
A nut holder is provided near the
handhole and includes a .5"-13UNC
hex head bolt and nut.
MIl COmIS lOl'JDllllJ
Nut covers for anchor bolts are
zinc die cast. Each cover is fastened
to the shaft by a 0.25" stainless steel,
self-tapping, hex head screw. Nut covers
are a standard component for the OS21 0
series and are NOT available for the
OS220 series.
RIll BASE t:tJJSl (STAIIIMIIIJ
The optional full base cover is
fabricated from ABS plastic. Valmont
reserves the right to provide a steel
assembly on some applications
depending upon the finish requirement
and/or pole shaft base diameter. Both
steel and plastic covers are a two-piece
assembly secured together with two
fasteners. A full base cover is a standard
component on the OS22O series.
POU rtJI' mIJN (STJlNDAMJ
Pole top tenons are fabricated from
structural quality hot rolled carbon
steel with a guaranteed minimum yield
strength of 30,000 psi. A pole top plate
and tenon of weldable grade hot rolled
commercial quality carbon steel is
circumferentially welded to the top of
the pole shaft. This plate provides an
intemal weather resistant wiring race-
way into the pole top tenon. Standard
sizes are either 2.38" 0.0. x 4"
long (P2) or 4" 0.0. x 6" long (P4)
steel tubing. See page 1 for other
available sizes.
PDI.E TOP CM'
A removable cap is available as an
option to be used in conjunction with
drilled shafts for direct luminaire arm
attachment.
STAlllNID FINISH
Standard finishes available are
galvanize, prime coat (powder), and
finish coat (pOWder). For information
regarding the scope and application of
these coatings please refer to page 5.
F4SJEN11f61W1DWARE
All structural fasteners are galva-
nized high strength carbon steel. All
fasteners are galvanized or zinc plated
carbon steel or stainless steel.
IJESI8N
The standards shown in this sec-
tion are designed to withstand dead
loads and theoretical dynamic loads
developed by variable wind speeds,
as charted, with an appropriate gust
factor under the following conditions:
The luminaire(s) and/or mounting
bracket(s) center of gravity, or centroid,
is assumed to be located a maximum of
2'-6" above the pole top. For purposes
of design, effective projected area
(EP A) is considered to be the product
of the actual projected area and the
drag coefficient
The listed weights include luml-
naire(s) and/or mounting bracket(s)
and are based on a weight to EP A
ratio of 25 pounds per square foot.
The wind velocities are based on
10 mph increments from 80 mph
through 100 mph (reference wind
map). Standards to be located in
areas of known abnormal conditions
require special consideration. For
example: coastal areas, airports, and
areas of special winds such as the
Chinook type along the eastern slope
of the Rocky Mountains.
Standards are designed for ground
mounted applications. Standards
mounted on structures, such as bridges
and buildings, also necessitate special
consideration requiring Valmont's
recommendation.
Height correction factors and drag
coefficients are applied to the entire
structure. An appropriate safety factor
is maintained based on the minimum
yield strength of the material incorpo-
rated in the standard. Secondary
moments are considered on all designs.
Maximum weight and EPA values
for OS22O products are determined by
analyzing stress from two wind directions
as shown. Due to the increased area and
reduced section properties, stress levels
across the points generally control the
allowable loads.
Valmont Industries, Inc. reserves
the right to install various, engineer
approved, material hanging accommo-
dations to facilitate the manufacturing
process. If this method is not acceptable,
Valmont Industries, Inc. must be notified
by the customer prior to manufacturing.
o
o
o
o
o
o
o
o
o
o
o
'0
o
o
o
o
o
OOMPH OOMPH l00MPH
Nominal Shall Pole Base Anchor8011s wN.3 Gust w/1.3 Gust wf1.3 Gust
Mounting Base I Top Wall SlllJct Bolt Circle Max. Max Max. Max. Max. Max.
Height Designation 0.0. 0.0. Th\(. Weight Din. ::i:: Square Thk. Dia. I( lngth. x Hk. EPA Weight EPA. Weight EPA Weight
(tt) Number lin) Onl (gal (Ills) (in) (in) (Inl On) On) (It') (lbs) (tt~ jibs) (ff, /lbsl
20 '*590A200-P2 5.9 3..1 11 140 9.0 5 10.00 0.88 1.00 x 36 x 4 19.3 482 15.1 377 12.2 305
65OA200-P2 6.5 3.7 11 160 9.5 .5 10.50 0.88 1.00 X 36x 4 24.2 605 19.3 482 15.6 390
"S90A250.PL 5.9 2.4 11 155 9.0 .5 10.00 0.88 1.00 x 36x4 12.5 312 9.9 247 8.0 200
25 700A250.P2 7.0 3.5 11 200 10.0 .5 10.88 0.88 1.00 X 36 X 4 20.3 507 16.2 405 13.1 Y2.7
700E250.P2 7.0 3.5 7 280 10.0 .5 10.88 1.00 1.00 )( 36 x 4 30.5 760 24.0 625 19.8 495
66OA300-PL 6.6 2.4 11 200 9.5 .5 10.50 0.88 1.00)(36)(4 11.7 292 9.3 232 7.5 187
.'30 800A300.P2 8.0 3.8 11 265 11.0 .5 11.50 0.88 1.00 )( 36 x 4 18.9 473 14.9 373 12.0 300
800E300.P2 8.0 3.8 7 380 11.0 .5 11.50 1.25 1.25 )( 42 x 6 33.5 838 27.0 675 22.0 550
730A350.PL 73 2.4 11 250 10.5 5 t 1.25 0.88 1.00 x 36 x 4 11.2 280 8.9 222 7.1 177
35 850A'l50-P2 8.5 3.6 11 315 11.5 .5 12.00 1.00 1.00 x 36 )( 4 18.9 472 15.1 377 12.2 305
950A350-P2 9.5 4.6 11 370 13.0 .5 13.00 1.00 1.00 )( 36 X 4 23.2 580 18.2 455 14.5 363
7B2A38~Pl 7.8 2.4 11 285 11.0 5 1150 0.88 1.00)( 36)( 4 10.7 267 8.5 212 6.6 165
39 9OOA389.P2 9.0 3.6 11 355 12.5 .5 12.38 1.00 1.00 X 36)( 4 17.2 430 135 338 10.8 270
9OOE38~P2 9.0 3.6 7 515 12.5 .5 12.38 1.25 1.25 X 42)(6 28.5 715 23.0 575 19.0 475
45 TOOA45Q-P2 10.0 3.7 t 11 450 13.5 5 14.00 1.00 1,00 )( 36 )( 4 17.4 435 13.5 338 10.6 265
TOOE450-P2 10.0 3.7 ' 7 650 13.5 5 14.00 1.25 1.25>:42x6 28.5 715 23.0 575 19.0 475
E00E450.P4 11.0 4.7 7 780 15.0 .5 16.50 1.50 1.25 x 42 )( 6 35.7 893 28.0 700 22.3 558
TOOA5QO.P2 10.0 3.0 11 475 13.5 .5 14.00 1.00 1.(0)( 36 X 4 13.2 330 10.6 265 8.3 208
TOOE500-P2 10.0 3-0 7 680 13.5 l: 14.00 1.25 1.25 :( 42 x 6 20.5 512 16.5 412 13.6 340
.-'
50 EOOE5QO.P4 11.0 4.0 7 812 15.0 .5 16.50 1.50 125 X 42 )( 6 29.9 748 23.5 588 16.6 465
HOOE500-P4 13.0 6.0 7 1020 17.0 N/A 18.00 1.50 1.50 x 54 x 6 50.4 1260 39.7 992 31.4 785
HOOJ500.P4 13.0 6.0 3 1335 17.5 N/A 18.50 1.75 1.75x84)(6 69.2 1730 55.0 I 1375 44.2 1105
EOOE550-P4 11.0 3.5 7&11 890 15.0 5 16.50 1.50 1.25 X 42lC6 21.6 540 17.7 442 14.7 367
55 WOOE550.P4 12.0 4.5 :7&11 975 160 N/A 17.00 1.50 1.50 X 54 x 6 32.2 805 25.9 647 21.1 5'17
WS0455O.P4 12.5 5.2 5&7 1225 16.5 NlA 17.50 1.50 1.50 x 54 x 6 43.8 1095 35.0 875 28.6 715
WOOE6QO.P4 12.0 4.0 7&7 1060 16.0 N/A 17.00 1.50 1 .50 )( 54 x 6 25.9 647 20.7 517 16.8 420
60 HooE600.P4 13.0 4.8 7 & 11 1075 17.0 NiA 18.00 1.50 1.50 x 54 x 6 30.1 752 24.5 612 20.2 505
W504600.P4 12.5 4.5 5&7 1275 16.5 NIA 17.50 1.50 1.50x54x6 34.0 850 27.6 690 22.6 565
65 HOOE650.P4 13.0 4.3 7&7 1200 17,0 NlA 18.00 1.50 1.50 )( 54 X 6 27.3 682 22.0 550 17.9 447
HOO4650-P4 13.0 4.3 5&7 1400 17.0 N/A 18.00 1.50 1.50 X 54 x 6 30.8 770 24.8 620 20.4 510
70 H00E700.P4 13.0 3.6 7&7 1270 17.0 N1A 18.00 1.50 1.50 )( 54 x 6 20.6 515 16.7 417 13.7 342
H004700.P4 13.0 3.6 5&7 1440 17.0 NlA 18.00 1.50 1.50 )( 54 )( 6 23.6 590 19.2 480 15.8 395
OS210 NOTES:
1. "3" x 5" nominal handhole . all others 4" x 6.5" nominal
2. StructUle weight is a nominal value which includes the pole shaft and base plate onIy_
3. Designs showfng two shaft gauges indlcafes structure is provided as a lWo.piece. field assembled, unit. Heavier gauge is the bottom section.
4_ Maximum weigh! and EPA values are based on lop mounted luminaires and/or brackets having a centroid 2'-6" above the nominal mounjing height.
o
o
o
o
o
o
o
o
o
o
o
D
o
o
o
o
o
o
o
08210 Round Tapered
valmontV
STRUCTURES
POLE TOP CAP
SECURED wnH
J SET SCREWS
POLE SHAFT
POLE MAY BE
ORILLE 0 iO
ACCEPT SIDE
MOUNTED
FIXTURE IF'
REOUIRED.
CAP DETAIL
1
LENGTH
t
TENON
ROUND POLE PLATE
W/WIRE ENTRANCE
HOLE (OEBURRED)
DESIGN
NUMSER
P2
P4
PI.
~i PIPE SIZE
.2.376 2 SCHEO 80
4,000 J.Et SCHED 40
.2.400 POLE TOP
LENGTH
(in)
-4
6
NA
TENON DETAIL (STANDARD)
BOL'T
CIRCLE
2-PI(CE FULL BASE COVER
WITH f'ASTEN(RS
POLE:" BASE: OE:TAIL
MOUNnNQ
HEIGHT
REINFORCED
HANDHOLt W/COVER
AND GROUNDING
4 - ANCHOR BOLTS
WITH THREADED END
GALVANIZED 12. WIN..
EACH BOLT n,JRNISHED
MTH 2 HEX NUTS AND
2 F'LATWASHERS.
OS210 POLE: OE:T AI L
D
D
a
D
~
D
a
Q
o
~
o
o
o
o
~
a
D
a
o
E I _r!
o ,",wI
3 "1
to I
FE' c
~~l'i
~~i~
~~~i
!l_m _!
~ ~--
c
~
~]
if ~
g ~u' ~
~ 5
~~J
HH
J ~ ~~
g Ci >~
~~-a~~ r
~ g ~~~ ~
lt~~! ~
i~~!'~ ~
jHH ~
u.. '" '" <: ~
g;....... >;;'...., effio I.'J
~ gg - Q
!J
=1
II
~I
i~u~
-E<~~~
~K53~
~:5~~
~~dd ;~du
;i~~~
u:';z~
:iJ;ii
dd~~
~:~~ ~~~~ ~~~~ ~~~~
80 ~~
U rc~ rc1:l rc1:l
f3ti:l~
o
~
~.
~1
H
~ ~~
~
~ J!
"
1; "
000
000
N NN
~~~
ii~
~.
"
~
~~~
~~~
g~~
~ ~ ~ ~ ~ ~ ~ ~
~
~
€ ~ 1
~g~~~
~ ~ ~.i:i~i
~ ~ HUj
g i'j
:s ~ ~~~~2
~
"
li
!I :
,Hl~~~f.1
2
o
"
~
~
"
~~g:g; ~;z~~
~
o
~ ~
[]~.~
)"~'~
~:<:'j;
~d~
~~~
V>:
ran
[!}
~}
D
D
o
o
o
o
o
Ie
o
o
o
o
o
o
o
o
o
iD
o
Product Specifications DS210, DS220
valmont WiiIIf
STRUCTURES
ANCIIIJIf BOLrs
Anchor Bolts are fabricated from
carbon steel bar conforming to MSt-ITO
M314 Grade-55 or ASTM F 1554
Grade-55. Bolts have an "l" bend on
one end and are galvanized a minimum
of 12 inches on the threaded end. Four
anchor bolts are provided per pole.
Each anchor bolt is furnished with two
hex nuts and two flat washers.
ANCIIDflBASE
The anchor base (base plate) is
fabricated from structural quality hot
rolled carbon steel plate conforming to
ASTM A36. The base plate telescopes
the pole shaft and is circumferentially
welded top and bottom. Please refer
to the charted bolt circles and detail
drawings to determine the type of hole
or slot accommodation made for the
anchor bolt.
PIlI.E SIWT
The pole shaft conforms to ASTM
A595 Grade-A and is supplied in 11
gauge (0.1196"), 7 gauge (0.1793") 5
gauge (0.2092") or 3 gauge (0.2391 ")
thickness. The pole can be either one-
piece or two piece construction, with a
full length longitudinal high frequency
electric resistance weld. The OS21 0
series is round in cross-section having
a uniform taper of approximately 0.14
inches per toot of length. The DS220
series shaft is square in cross section
having flat sides, radiused comers and
a uniform taper of approximately 0.11
inches per foot of length.
HJIIIIIItU
The reinforcing handhole rim
consists of either a nominal 3" x 5"
rectangular shaped tubing or 4" )( 6.5"
oval shaped pipe material. The 3" )( 5"
handhole is provided with a steel
attachment bar, steel cover, and one
round head machine screw. The 4")(
6.5" handhole includes two tabs for
mounting a steel cover with hex head
attachment screws. Both handhole
types are welded in the pole shaft and
are located 1'-6" above the base.
ElECJJIICAI. SIIOIIMI
A nut holder is provided near the
handhole and includes a .5"-13UNC
hex head bolt and nut.
IIU1 COBS If1l"lltlNAJJ
Nut covers for anchor bolts are
zinc die cast. Each cover is fastened
to the shaft by a 0.25" stainless steel,
self-tapping, hex head screw. Nut covers
are a standard component for the DS210
series and are NOT available for the
DS220 series.
RJIJ. BASE CtMR (SFAlflJAlfDJ
The optional full base cover is
fabricated from ABS plastic. Valmont
reserves the right to provide a steel
assembly on some applications
depending upon the finish requirement
and/or pole shaft base diameter. Both
steel and plastic covers are a two-piece
assembly secured together with two
fasteners. A full base cover is a standard
component on the OS220 series.
POU TOI'JfNDN (srMDAIIDJ
Pole top tenons are fabricated from
structural quality hot rolled carbon
steel with a guaranteed minimum yield
strength of 30,000 psi. A pole top plate
and tenon of weldable grade hot rolled
commercial quality carbon steel is
circumferentially welded to the top of
the pole shaft. This plate provides an
internal weather resistant wiring race-
way into the pole top tenon. Standard
sizes are either 2.38" 0.0. x 4"
long (P2) or 4" 0.0. x 6" long (P4)
steel tubing. See page 1 for other
available sizes.
POLE 101' CAP
A removable cap is available as an
option to be used in conjunction with
drilled shafts for direct luminaire arm
attachment.
SFIUlDMII FIIIISIf
Standard finishes available are
galvanize, prime coat (powder), and
finish coat (pOWder). For information
regarding the scope and application of
these coatings please refer to page 5.
FASmIINB IlARlJWAIlE
All structural fasteners are galva-
nized high strength carbon steel. All
fasteners are galvanized or zinc plated
carbon steel or stainless steel.
DESISII
The standards shown in this sec-
tion are designed to withstand dead
loads and theoretical dynamic loads
developed by variable wind speeds,
as charted, with an appropriate gust
factor under the following conditions:
The luminaire(s) and/or mounting
bracket(s) center of gravity, or centroid,
is assumed to be located a maximum of
2'-6" above the pole top. For purposes
of design, effective projected area
(EP A) is considered to be the product
of the actual projected area and the
drag coefficient.
The listed weights include lumi-
naire(s) and/or mounting bracket(s)
and are based on a weight to EP A
ratio of 25 pounds per square foot.
The wind velocities are based on
10 mph increments from 80 mph
through 100 mph (reference wind
map). Standards to be located in
areas of known abnormal conditions
require special consideration. For
example: coastal areas, airports, and
areas of special winds such as the
Chinook type along the eastern slOpe
of the Rocky Mountains.
Standards are designed for ground
mounted applications. Standards
mounted on structures, such as bridges
and buildings, also necessitate special
consideration requiring Valmont's
recommendation.
Height correction factors and drag
coefficients are applied to the entire
structure. An appropriate safety factor
is maintained based on the minimum
yield strength of the material incorpo-
rated in the standard. Secondary
moments are considered on all designs.
Maximum weight and EPA values
for OS22O products are determined by
analyzing stress from two wind directions
as shown. Due to the increased area and
reduced section properties, stress levels
across the points generally control the
allowable loads.
Valmont Industries, Inc. reserves
the right to install various, engineer
approved, material hanging accommo-
dations to facilitate the manufacturing
process. If this method is not acceptable,
Valmont Industries, Inc. must be notified
by the customer prior to manufacturing.
J 115210 Round Tapered valmo~!.!
u
o
D
o
D
D
D
U
I
~D
D
D
D
o
U
:0
U
BOMPH OOMPH l00MPH
Nominal Shall Pole Base Anchor Bolts wN.3 Gust w/1.3 Gust wf1.3 Gust
Mounting Base Top Wall SlrlJn Bolt Circle Max. Max Max. Max. Max. Max.
Height Designation 0.0. 0.0. Thk. Weight Dia. :i: Sqoore Thk. Dia x lngth. x Hk. EPI>. Weighl EPA Weight EPA Weight
1ft) Number (in) Onl (ga) (Ibs} (in) (in) (in) ~n) Qn) (ff) (lbsl (tt~ fibs) (fel (lbsl
20 '*590A200-P2 5.9 3.1 1< 140 9.0 .5 10.00 0.88 1.00 j( 36 x 4 19.3 482 15.1 377 12.2 305
650A200-P2 6.5 3.7 11 160 9.5 .5 10.50 0.88 1.00 X 36)( 4 24.2 605 19.3 482 15.6 390
"590A250-PL 5.9 2.4 11 155 9.0 .5 1000 0.88 1.00 x 36x4 12.5 312 9.9 247 8.0 200
25 700A25O-P2 7.0 3.5 11 200 10.0 .5 10.88 0.88 tOO X 36x4 20.3 507 16.2 405 13.1 Y27
700E250.P2 7.0 3.5 7 280 10.0 .5 10.88 1.00 1.00 )( 36 x 4 30.5 760 24.0 625 19.8 495
66OA300-PL 6.6 2.4 11 200 9.5 l: 10.50 0.88 1.00 x 36 )( 4 11.7 292 9.3 232 7.5 187
.oJ
30 800A300-P2 80 3.8 11 265 11.0 5 11.50 0.88 1.00 )( 36 )( 4 18.9 473 14.9 373 12.0 300
8ooE300-P2 8.0 3.B 7 380 11.0 .5 11.50 1.25 1.25 X 42 x 6 33.5 838 27,0 675 22.0 550
730A350-PL 7.3 2.4 11 250 10.5 .5 11.25 0.88 1.oox 36)(4 11.2 280 8.9 222 7.1 177
35 850A350-P2 85 3.6 11 315 11.5 .5 12.00 100 1.00 x 36 x 4 18.9 472 15.1 I 377 12.2 305
950A350-P2 9.5 4.6 11 370 13.0 .5 13.00 1.00 1.00 )( 36 )( 4 23.2 580 18.2 455 14.5 363
7B2A389-PL 7.8 2.4 11 I 285 11.0 5 11.50 0.88 1.00 x 36 J( 4 10.7 267 8.5 212 6.6 165
39 9OOA389-P2 90 3.6 11 355 12.5 .5 12.38 . 1.00 1.00 )( 36 )( 4 17.2 4:-<0 13.5 338 10.8 270
9OOE389-P2 9.0 3.6 7 515 12.5 .5 12.38 1.25 1.25)( 42 )( 6 28.5 715 23.0 575 19.0 475
45 TOQA45Q-P2 10.0 3.7 ! 11 450 13.5 .5 14.00 1.00 1.00 x 36 X 4 17.4 435 13.5 338 10.6 265
TOOE450-P2 10.0 3.7 ' 7 650 13.5 5 14.00 1.25 125 x 42 x 6 28.5 715 23.0 575 19.0 475
EOOE450-P4 11.0 4.7 7 780 15.0 .5 16.5fJ 1.50 1.25 x 42 x 6 35.7 893 28.0 700 22.3 558
TOOA5QO-P2 10.0 3.0 11 475 13.5 .5 14.00 1.00 1.00 )( 36 )( 4 13.2 330 10.6 265 8.3 208
TOOE500-P2 10.0 3.0 7 680 13.5 .5 14.00 1.25 1.25)(42x6 20.5 512 16.5 412 13.6 340
50 EOOE500.P4 11.0 4.0 7 812 15.0 .5 16.50 1.50 1.25 )( 42 X 6 29.9 748 23.5 588 18.6 465
HOOE500-P4 13.0 6.0 7 1020 17.0 NJA 18.00 1.50 1.50 x 54)(6 50.4 1260 39.7 992 31.4 785
HOOJSOO.P4 13.0 6.0 3 1335 17.5 Nt" 18.50 1.75 1.75)(84x6 69.2 1730 55.0 ' 1375 44.2 1105
EooE550-P4 11.0 3.5 7&'11 890 15.0 5 16.50 1.50 125 )( 42 x 6 21.6 540 17.7 442 14.7 367
55 WOOE5S0-P4 12.0 4.5 :7&11 975 160 N/A 17.00 1.50 1.50)(54 )(6 32.2 805 25.9 647 21.1 5'17
W50455O-P4 12.5 5.2 5&7 1225 16.5 N/A 17.50 1.50 1.50 x 54 x 6 43.8 1095 35.0 875 28.6 715
WOOE600-P4 12.0 4.0 7&7 1060 16.0 N/A 17.00 1.50 150 )( 54 )( 6 25.9 647 20.7 517 16.8 420
60 HOQE600-P4 130 4.8 7 & 11 1075 17.0 NiA 18.00 1.50 1.50 )( 54 x 6 30.1 752 24.5 612 20.2 505
W5046QO.P4 12.5 4.5 5&7 1275 16.5 N/A 17.50 1.50 1.50)(54x6 34.0 850 27.6 690 22.6 565
65 HQOE65O-P4 13.0 4.3 7&7 1200 17.0 NiA 18.00 1.50 1.50 X 54 )( 6 27.3 682 22.0 550 17.9 447
HOO4650-P4 13.0 4.3 5&7 1400 17.0 N/A 18.00 1.50 1.50 X 54 x 6 30.8 770 24.8 620 20.4 510
H00E7oo-P4 13.0 3.6 7&7 1270 170 NJA 18.00 1.50 1.50 x 54 x 6 20.6 515 16.7 417 13.7 342
70 H0047oo-P4 13.0 3.6 5&7 1440 17.0 NlA 18.00 1.50 1.50 x 54 )( 6 23.6 590 19.2 480 15.8 395
05210 NOTES:
1 "3" x 5" nominal handhole - all others 4" x 6.5" nominal
2. Structure weight is a nominal value which includes the pole shaft and base plate only.
3. Designs showing two shaft gauges indicates structure is provided as a two-piece. field assembled. unit. Heavier gauge is the bottom section.
4. Maximum weight and EPA values are based on top mounted luminaires and/or brackets having a centroid 2'.6" abolle the nominal mounting height.
IU
10
I
o
D
o
o
o
o
J
I
J
J
I~
I]'
"
II
I
.'J'
I,
I
IJ
~
~
~
~
~
~
08210 Round Tapered
POLE TOP CAP
SECURED wnH
J sty SCREWS
POLE SHAFT
POLE MAY BE
DRILLED iO
ACCEPT SIDE
MOUNTED
rrXTURE IF
REOUIRED.
CAP DETAIL OPTIONAL)
1
LENGTH
t
TENON
ROUND POLE PLATt
W/WIRE ENTRANCE
HOLE (OEB\JRRED)
PIPE SIZE
LENGTH
(in)
..
6
NA
o.o~
(~tl)
.2.376
4,000
.2.400
OESIGN
NUYSER
P2
P4
PI.
2 SeHED 80
3.5~ SeHEO 40
POLE TOP
TENON DETAIL (STANDARD)
BOLl
CIRCLE
2-p,rCE FULL SASE COVER
WITH f" AST(N(RS
POLF: 8ASF: DF:TAIL
vaImontiff
STRUCTURES
MOUNnNG
HEIGHT
REINFORCED
HANDHOLE W/COVER
AND GROUNDING
.. - ANCHOR SOl. TS
wrTH THREADEO ENO
GALVANIZED 1,2'" MIIIL
EACH BOLT i='URNISHEO
MTH 2 HEX NUTS AND
.2 F'LATWASHERS.
DS21D POLF: DF:TAIL
J
cp 0 3
SENTRY
c:J
PROJECT:
LOCATION:
FEATURES
J--
--1
23-314
J
-t4r-
I
11-718
~
· Solid aluminum bar stock makes for an extremely rigid
fixture.
· The integration of2", 1 Y4" and %" bars blends in
seamlessly for a very unique look.
· Electronic multi-volt (120/277) ballast is standard
(0 degree F starting temperature)
· AlJ parts treated with a five stage phosphate bonding
process before being treated with a long lasting powder
coat finish.
· Ability to lengthen flXture and add or subtract bars.
. Listed and approved for wet locations.
. No visible fasteners.
· Manufactured in the USA.
· Meets ADA requirements.
u
o
o
o
DIM ENS I 0 ~J S
~I
~.~'''~
ORDERING INFORMATION / OPTIONS
EXAMPLE: 503.2BX27-BLK
n
:Sf3 I
MODEL
J 503 - Sentry
I
HOUSING FINISH
I
OPTIONS
WHT - White
BI"K - Black
BL - Bottom Lens
TC - Top Aluminum Cover
.BC . Bottom Alumimlm Cover
l..amp - Lamp provided. please
specify color tempenlture
2BX27 - (2) 27W LONG TWIN TUBE CF
Consult faclOry for other available lamps.
;r C:::iI,,,'{
I BRZ - Bronze. I
Consult factory for other finishes.
J
J
JIndessa
J
,pm~ N <;i1l11\fAI\IPfI Rlnr:: 1? "Tl' <; . o:;pnY-Al\fF IMA . QQ?1F.
~ 8!W ~'1
~
1470 Series
~ J
, J
J
D
o
1470
Series
o
FRONT SlOE
14" I
\
7"
\
I \
I 16.6" I '.26"
Specifications
HOUSING & FRAME
Heavy duty, Diecast akllninum hoosing and me. Stainless steel external hardware.
LENS/GASKETING
Heat and impact resistant tempered glass. Silicone gasket
o
o
o
o
Ordering Information
LAMP/WATTAGE
SERIES VOLTAGE
o
o
ELECTRICAL
Ballasts shall be readily accessible. Porcelain socket suppfied for HID medium
Base lamps (not included). Pre-wired with high temperature wire.
Completely assembled and 100% tested prior to shipment.
o
FINISH
Black, white, bronze, or silver gray polyester powder paint.
(Contact factory for custom color.)
o
MOUNTING
Surface mount for wall.
Ordering Key
LABELS
UL listings - Suitable for wet locations.
lJ
SERIES
1470
SERIES
lAMP
WATTAGE
lAMP/WATTAGE
..
1470
PLT
PLT
PLT
PLT
PLT
PLT
HPS
HPS
HPS
HPS
MHlPS
MHIPS
MHlPS
MHlPS
MHlPS
MHlPS
o
VOLTAGE
120V
277V
D
OPTIONS
F1 single fuse
QRS quartz restrike
PC photo cell
TP tamper proof
ETR emergency ballast
remote
ETI emergency ballast
mounted in fixture
ET extreme temp. -30'C to +90'C.
STP screwdriver for TP
o
COLOR
MB matte blackBz
matte bronzeMW
matte whitesG
silver gray
cc custom color
D
'Fluorescent Ballast 26W-42W
o
Ordering Example
~2PlT/42 ~QRS.ETI
Specifications are subject to change without notice. Consutt factory for verification.
The compliance of our product to individual project specifications and the approval for
their use is not warranted by our compan)t
u
26W
2126W
32W
2132W
42W
2142W
50W
70W
100W
150W
50W
70W
100W
125W
150W
175W
Lamps not included with fixture
t!:, t":.A!ftT 815 South Kay Avenue Addison Illinois 60101 U.S.A.
=====['i:Fi"ffNr: P 630.543.5390 F 630.543.5392 E elcastltg@aol.com
u
. ~ [ell ~::f:a ~: 1 =4:f :a....IIII. :1 =-:toie) lI{e) :.'I";f ,." ~ [e)~ l-...;j ;{e) ,'.. ~: Il-... 'J ;'.l','J 1 ~ [.. i'" ~: I =-;j 1 ~ ,.,. oJ :{.) 'II 1011
,,,,!!iLl,,,'!!
I'
\E~.="">",,./;;ic{$/H)i2;;; : .i'~
I
INSJALLll,INIJ\CCORDAN.CE WIJHJHE
,!2p."".".',\::,,,;. .' f':"':">:'..".i:R:;'fitf'~":'",,'i;w.! .:i,:', ";"ii"','0ii..'t'i:~:.ii:i"'i'i)"\7' :it',,. '-.<T,i..'", ~':'f"'f " <.' .' ',. -...."'.iY,-._v'^
NEC.AND LOCAl!ELECTRICAL'CODES
r
1MNING
II
~
....---
- __ _____0"'...0._____,,1
SIGN .CRAFT
INDUSTRIES
www.buysigncraft.com
8920 CORPORATION DR.
INDIANAPOLIS, IN 46256
Office 317.842.8664
Fax 317.842.3015
PREPARED FOR
WESTON POINTE
CARMEL, INDIANA
CJ)~riL~~'lf.f~ [VATION
SKETCH NAME
CHANNEL LETTERS
Q);;;?,R,;~,p ,VATiON
(~) 'OUTH F' F<lt.TlON
~'s.c""E:lIl&''''~
17 "
SCALE
3/8" = 1'-0"
DATE
JUNE 16, 2006
S. C. REPRESENTATIVE
JOSH KELLY
INDEX NUMBER
0607-0061
REVISIONS
1 - DATE:
2 - DATE:
3 - DATE:
4 - DATE:
CUSTOMER APPROVAL
ALL SIGNAGE TO FALL UNDER CARMEl.:S SINGLE TENANT & MULTI-TENANT BUILDINGS
I 135'
GOLF SHOP-::"l
135 "
i
i
~
APPROVAL DATE
FABRICATE AND INSTALL INTERNALLY ILLUMINATED
FACELlT CHANNEL LETTERS
FABRICATE AND INSTALL INTERNALLY ILLUMINATED
FACELlT CHANNEL LETTERS ON RACEWAYS
DESIGNER
SLM
PRODUCTION NO.
FACES. 1/S" WHITE ACRYliC WITH 3M SCOTCHCAL
SERIES 230 HOLLY GREEN
RETURNS - 5" PAINTED BRONZE
TRIM CAPS - 1" PAINTED BRONZE
NEON .15 MM 6500 SNOW WHITE
INSTALLATION - FLUSH MOUNTED TO FASCIA .
FACES - 1/S" RED ACRYLIC
RETURNS - 5" PAINTED BRONZE
TRIM CAPS - 1" PAINTED BRONZE
NEON - 15 MM 6500 SNOW WHITE
RACEWAY - S"X S" PAINTED TO MATCH BRICK
INSTALLATION. FLUSH MOUNTED TO FASCIA
IMM
Iij:"\ Underwriters
~ lalloralories Inc..
R
r
o
D
o
o
~
o
D
o
'iJ
~