HomeMy WebLinkAboutPacket 12-19-06
City of Carmel
CARMEL PLAN COMMISSION
December 14,2006
--MEMORANDUM--
To: Plan Commission Members
RE: Dec 19 Plan Commission Meeting
Item 31 under Old Business, Weston Pointe Professional Center
Enclosed is an informational booklet on Docket No. 06090039
ADLS, Weston Pointe Professional Center. The booklet is
erroneously tagged January 2,2007. This information is for
your review prior to the Dec. 19th meeting.
Please accept my humble apologies for the lateness of this
particular submittal.
Ramona Hancock
Admin. Assist.
Page 1
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
317/571-2417
CJc=c=t=Jt.=Jt=Jt.=Jt.=Ja:=Jt.=JCJt.=Jt.=JL=:J~t.=JL=:Jt=JLJ
PLAN COMMISSION SUBMITTAL FOR
WESTON POINTE PROFESSIONAL CENTER
Docket: 06090039 DP/ADLS
January 2, 2007
U.S. 421 NORTH
CARMEL, INDIANA
DEVELDPER:
WILLIAMS REALTY GROUP
9830 Bauer Drive
Indianapo1is, Indiana 46280
Phone: (317) 574-5480
Contact: Ron BeD
CIVIL ENOINEER:
C.~ 2..5D1ACtOn_.....
Indianapolis, In 46241
U 317-244-1968
. FAX-244-1969
Contact: Aaron Hurt
Civil Designs
ARQHITECT:
Desi2n Plan, Inc.
9830 sauer Drive
Indianal"'1is, Indiana 46280
Phone: (317) 289-8007
Contact: George Small
/
'-:.\
.. L:r.<:,,~ [7""<r-;.
"'.lfit.lJ
i 2 ,oas
P;ti'nn
-, '>,.4~!;'
-=::J
CJ
t::J
a:::J
E:J
E:J
(=:J
I::J
c:=J
t::J
-=:J
I:=:J
ICJ
I:=J
E:J
t:::J
c:J
. i: U......., OJ .','te} -I ~.I-:":J of oJ::J.:t.,.. ..,.....Url ~.li. ,., JlIII, t.1I k.. i '1I4.:~ I: (~4]:J "to}, ,.:(... f::f..:\. 00{ oJ::l':1 [01: III", \'....
430 5/8"
I
i
1(1 -i ,'{i'l r'I :II e)
~~lN Ij l...:LJ~
L\W~1f@lR) l.P&U~~M
[;Jl~L;~~Q@Jl1~~lb
FABRICATE AND INSTALL 1 SET OF FACELlTE INTERNALLY ILLUMINATED CHANNEL LmERS
FACES - 1/8" WHITE ACRYLIC
RETURNS - 5" DARK BRONZE
TRIM CAPS - 1" DARK BRONZE
NEON - 15 MM 8300 STARLIGHT WHITE
INSTALLATION - FLUSH MOUNTED TO BUILDINGS FASCIA
INTERNAlLY ILLUMINATED
CHANNel LETTER
THIS DIMENSION NEEDS TO VERIFIED
,>~
---
---
r~;~FG
t~, - :;:.....
--,","",,'~-
l..~~
.............. f'1I(t'..---.
_llaICI1f_l'l!'aU~
_-.. _1tl!auro
.-...
1
WEST ELEVATION
SCALE: 1/8" = 1'-0.
INSTALL IN ACCORDANCE WITH THE
NEC AND LOCAL ELECTRICAL CODES
-
---"'&---",
I_!_
- .1- __
-
......."...,...
~JIlIIlII'"~'
I::::::J
I::J
~L
I , ~ , I , , , ,
www.slgncraltlnd.com!
8920 CORPORATION DR. I
INDIANAPOLIS, IN 46256 I
Office 317,842,8664 I
Fax 317.842.3015 i
PREPARED FOR I
WESTON POINTE I
PROFESSIONAL CENTER i
INDIANAPOLIS, INDIANA I
I
I
SKETCH NAME !
CHANNEL LETTERS I
!
SCALE j
3/8" : 1'-0" I
DATE I
SEPT 21, 2006 I
S. C. REPRESENTATIVE I
JOSH KELLY !
INDEX NUMBER
0906-0109 !
I
DESIGNER .i
SLM
REVISIONS I
1- 5- I
2- 6- I
j
3- 7- I
4- 8- i
I
COLOR SPECS 1
i
(N i
('B) I
I
@ i
(Q) !
(;) i
if) !
(6) I
COLOR APPROVAL !
j
ORAWING APPROVAL ;
PRODUCTION NO.
~~ !
i
@=.. I
mJAi
---I
o
c=::J?~
--
.......-
OU'l.NIOdN87S'3a
o
o
~
D
D
~
D
o
o
U
Q
~
a
D
o
D
D
D
OUOlpUI '19W.lOJ
9^!.I0 91U!Od U01S9M O<;~t
1IH.INtlJ ~lId !llNIQI NillR'IA\ ~ ~ ~
z
o
~9
~:
w~
....-
VJ.
~~
z
o
j:::
~J
-J-
w'
I"
....-
(l:..
g~
N
~
~jg
I [J
!'I
iJ
i]
II
I l)
[]
~
]
[I,
I Ii
']
]
:'I
.J
I ]
1
:I
]
'J
I
11~
:]
,]
GI
!]
/ i '
I (Ji ,; rl1;
;3 j~
l .:1t,
;j' .;1L
Ir
,d.
III i~
l:t.
~'I dif
z
o
~o
~~
-J'
w~
....
VJ"
L5~
n
. ....,
. ~ t.. r
, ~
;]R:
f1~..
'"1'
"]'"
:"l~
It!:-
"jk
"'''
~..
.Jr
1...
'IL
I;:
i
!.:r-~r<.".
:iI'
I'
3.
:J~
~
'},
~
i.~
'1~
.~
<11..
~L.'
,]?
IF-
I.']"
:::111
11 Ii>
;,~
11l~
,..
I'
] r
[]
,j
j
:]
~
~<
J
iii i
z
o
~
G:iJ
-J-
....,.
I~
f-
::>..
~~
.q-
o
Q
o
o
D
o
D
o
~
~
Q
D
D
~
o
~
o
D
a
c::J
I::l
CJ
I::)
t:::J
a:::J
I::J
a:::J. ICJ
CJ
CJ
[::J
I::)
CJ
r:::J
[::J
CJ
[::J
I:::J
N....
Weston Pointe Retail Center
Plan Commission - originally approved site plan
AUGUST 16, 2005
Williams Realty Group
9830 Bauer Drive
Indianapolis, Indiana 46280
Phone: 317-574-5480
c:=>
Civil Designs
2415 D1r~ctorsRow,SulteE
Indlanapolls,lndlana 46241
317-244-1968
.
ID
0 ~.~
V~
Q
"
D
D
0
0
D c::::
UJ
I-
Z
UJ
u
D ....I
z<!
Z
::5 0 <D
c.... -<(0
D Vlzo
UJ Vl <(N
I-UJCi..:
- u.. z-
Vl 0 -:0::
....Ic::::u:l~
....Ic....~~
0 <! UJ o::UJ
c:::: 1-6~
UJz z
>-
00
c....
0 Z
0
I-
Vl
UJ
Q ~
D
0
0
Q
C 0
'"
0 <<
o
D
D
o
D
D
o
o
o
o
D
D
Q
o
D
o
Q
~
J
(\ .f
-=v- ~
o
ID
<:>
..
.
.
.
0::
LU
I-
Z
UJ
U
...J
<(
Z
o <0
- <(0
; Z~~~
~__<!LU-.
, -.JLL.~~
. 0.. 0 -:ffi
LUO::u:l",
! I-o..::g::g
, -LU""~
~ Vll-lSo
C z Z
~ 0
0..
Z
~
VI
LU
~
~
c:=>
110
111
112
113
SITE LAYOUT NOTES
,. ALL CCINS1RUCnQN METHODS AND MATERIALS MUST CONF'ORII TO CURRENT
~=~&~..A~~TATE. COUNTY. an, OR
2. AU. PARKING STRIPES ARE TO BE 4- PAINTED MtE. l.N.ESS O~SE
NOTED CIll tHE PLANS. DETAILS. OR SPECIflCATIONS.
J. ~=rws ARE 10 EDGE C# PA't'OIENT OR'ACt. (E CURB. .uE
4. :h.:~ 10 OU~ FACE OF IIIlIQC OR FACING MAlDIAL.
~ WM
1lt
M
W
HCLEY MOl.EY SAYS
"DIG SAFEL V-
i\.
"11'5 THE LAW"
CAU. 2 WORKING DAYS 8EFCIRE YOU DIG
1-800-382-5544
CALL TOLL FREE
PER lNOWIA STAl[ lAW 1C8-1-2e.
IT IS AGAINST 1HE LAw 10 EXCAVATE
.1HOUT N01IFWIG tHE UNDERGROuND
L~~~-:=G
t.
7.
I. RESURFACE OR RECOISIRUCT AT LEAST TO ORIGINAL CONOIDON$ ALL AREAS
1KRE 1RAmC BY CONtRACTORS. SU8COIlRACTORS OR SUPPLIERS HA~
~=~'=~ ~~~TS DURING
I. AlL UTILITY 1RENOtES WTHW , FEET (S P"'<<MOIT SHALL BE COUPlE1El. y
BACKnUE:D .IM GRANUlAR 8ACXFU.
10. AU. RADII INOtCAlED SHALL BE CXlN$TRUCttD AS CIRQA.AR ARCS.
GENERAL NOTES
THE U1'lJlIES INDICATm ON
NOT_ BE A COUPI.tTE 11'101
PRESENT ON AND AROUND
THESE U1lJ1IES YAY BE
BE KEI.D LIABLE 'CWI: /tHY
IMPLIED. OR NOT lOCAtED
~
r.
~
..
.
.
L
10.
11.
12.
11
14. AU. CQN$1RUCTION METHaDS AND IMTtRlALS WUST CCINf"ORY 10 QJRREN1
=,=&~~~~TATE. CQJNTY. an 011
.
".
UTILITY CONTACTS
llM
1lEC1REN
llJQ NORTH WERIDWI STREET
1NOWWtOUS. IN. 40202
(317)-126-3351
TElEPHONE
;;;;c--
$206 ROaMu.< RllOO
1NOWW'OuS. IN. 4&224
(317)-21$-34eO
STORM SEWER
Cl1Y 0IGlNEERS omct
CMMa Cl1Y .......
FIRST FI.OOR
ONE CIVIC _
(317)-571-2441
LmUTY HOTLINE:
WITHIN INDIANA 1-800-382-5$44
OUTSIDE INOWIA 1-800-428-'200
~
ClNERGY/PSI
100 $. IIIlI.L CREEK ROID
II08l!SYI.IL IN. _
(311)-"1-5316
SANITARY SEWER
UAY lOWNSHIP
"GIClIW. WAS1t 0I51tlICT
(317) 844-1200
CONTN:T: CNfl1( FELTNER
STREElS
~StREET IlEPARIIl[NI
J40D w. 1311t STREEI'
WESTF1D.D. It. 41074
(317)-51$-3120
rtmB
VElU WA1[R
1220 WATERWAy BI.'t'O.
-.us. IN. 4&200
(317)-131-1501
e
S10N
'NE.
OR\\lE.
pO\N1E.
~
NOTE:
n;r-SlZE AHO LllCA110N <1F UI1UIIES ARE PER PUNS _ LOCATIONS
PROYIDEO 8Y THE RESP€C1'NE UI'IJTY CQMPNaES. AI. UTILITY COMPANIES
SHAu. BE NOTIFIED PRIOR TO AI<< EXCAVATIClN FOR FlELD LOCATION (7
SOMCES.
.-~--
_------.- u_________
c::)
ro
111
112
113
~4
lis
hI
..
~
15
,
JQ
I
VICINITY MAP ~
NOT TO SCALE ~
(
I
LAND DESCRIPTION
lECAL. ~~ ~mN PQlN1r lYFIr:F PARt'S'I -r.
8.... .. part of .... Southwnt Quart. 01 5Ktlon I, TonshIp 17 North.
Range 3 East. eo, To-nIhlp. HornIton CowIt,. bIiana and hirlt ,.....
~ ~~n:.:::c cornet 01 tile South...t Ouort. 01 SeCIIon
~;"~ ~ "ls/'.:-'i..':"::o s:::- ..:.. -::-; :..
SoultNest Ouort. to 1he nor......t comer 01 8Iodt -f:' 01 .... Plot 01
Town.. ot Weston Point. Section t recorcItcI ot ~t nun'Iber
2004000I7374. Plot Coblnet 3. SlIde 481 ." ~ orne. 01 tile Rec:ordIr of
HomIton Count,. Indion<< u..nce South IS ..... 04 minutes '1
seconds (oat. ~.t teet IllIcln9 the ...\trI)' ...... of ... Block .C'" to the
PONT aT BEGINNJrtG; thence SouUt 34 *'7ees II II'Iinula 21 secondI
..., 211.35 fHt; Chence North " degrees 4J 1I'Iinu'" 38 secondI ..,
111." feet; tMnea South 15 ..... 04 mlnut.. 11 MCondI Eost 3Sl.15
:=c. ~ ~~ ~m:....u;~:=:z; ::Ot:~
north .... 01 .the public: right of WOJ' of _ton Point DrM ,.. pled (the
= ::-mn.~ ~:r;o~e2\.t ~ ':-:. "::c:.
:U="~~~2~'::"2=::~ ~a:rL-:r
cIecJrwn 40 "*'uta 31 MCOnds Eat 12144 ..... thence SouIb 72
~...: '::'u.~532~04 ~':.. ~ 0: = IN of:
.... Ine $38.81 .... to the POINT rJF BEQNNINC. con.~ ~4 ocra.
...... .. .....
PROPOSED SITE LEGEND:
lllSaOP....
LICHT OUTY PA\9IEtfT
~TAII. ,/SIt. .
~TAL 01jC7.0
1l€T... 02jC7.0
1l€T... 03/t7.0
1l€TAII. O41t7.0
IlET'" 1I51t7.0
IlET'" ..1t7.0
1l€T... 07jC7.0
IlET'" 08jC7.0
1l€T... af/t7.0
('_RtT)
1 inch . 30 It.
CASSlMD_
REVISION RECORD
",'lUll""
",,~S M. /:I ~'"
.t~...~y~~o~
f~"Of'... \~\
=..: PB10337 :.. =
; \ STATEOF' l E
~".......~. ;:
'-- O~;:UlA"'.... .'
..,,_,...... !II:
~"',',~:~,\"""
D~-:D:f::6
OWN BY:
CHKD. BY:
SCALE:
DATE:
TCW
JMP
I" = 30'
10/27/2006
HEAVY DUTY PA\GIEN'
.f~::~::~t::: C<N:Rt1E PA'OEMT
<t.l S. CONCRt:l[ QlR8
@ CONCRI:l[ QJR8 NIl) 1IAU<
@ HANDICAP SYIIIlQ.
@ HANDICAP _
o HANDICAP SICII
@ _CAST.CCNCIl[1t'ARQIG__
SITE DATA:
~
~
BUILDIIG NI.EA.._.... 13.573 SF
PRClPOSEDPARKM~TA:
STAN)ARD PARICJNC . 17 SPACES (I. . 20")
twIOICAP PARKING. 4 SPACtS '
c:=>
Civil Designs
241SDiNCtOfSRowSla.l
Indlanlpolls.ln 41241
317-244-1961
FAX-244-1969
~
LU
....
Z
LU
U
..JO::
<(~
Z~
Ou<(
V):::!z Z
~~~ ~
u.. 0:: Z D..
Ow-:'
~I-....I LLJ
Q,.~~ ~
LU90:: ,^
....-<( v,
Zzu
-~
0(/\
Q,.w
Z~
o
....
V)
LU
3:
PROJECT NUMBER
06-192
DESIGN PHASE
CONSTRUCTION
PLAN NU
C2.0
SHEET :3 OF 11
TOTAL PROPOSED PARlC:1NG . 101 SPACES
---
PllOPOSOl USE..___CClIAlOlCIAl. (..T....)
ZONING OlSRCT.......GtNERAL BUSINESS
ADJACENT ZOGNG a..ASSaF1CAT1QHS:
"""1It..._.._ IlUSIIIESS
5OU1It..___1lUSIIIESS
EASL......._1lUSIIIESS
WEST__-HlGtt "TENSIty RESlD[N1W.
B\a.DING SETBAaCS:
_T___3O" SE11I>a<
. REAR.__....I.. SE18ACIC
SIDE.'M._...IS' SE18AOC
UTILITY STATEMENT:
Th. underfl'OundutllUn thown howit bN'I Iocoted from IiIId ..".,
in'ormation Oftd niat.., drowinp. 1hrt ~ m" no lJUOI'Oft....
thot the ~ utllUa compriM all auc:h ulliUn in the cno,
either In-..... or abcIndclned. The W\IeJIO' b'ther don not
worront lbot the ~ ulllUa shown or. in the aoct IOCotion
iIdcotecl although the .....",... does certify Ihot they en located os
ac:CUl'Olely os ,..... tom lnformoUon ovoIabIe. 1M eurw,or has
not ph}llicGll)' located the ~ utllUa.
~
:::c.~ ~ = :w:~~~~.:.:" CIroIrinQ
1M .... _ ....... of ..... ...joel A> ...... ...r"f_~
tpeCUIolive in nature onty and -"CUd not be construed at fact. ~
~oIso.J:n::-WOI-=~~nt~tu=~ ~ ==-
uUII1'" IhoII be verIOed b, the controctor prior to the alart of on,
and 011 conatructioft.
CALL TOLL F'REE l-aOO-362-5544
114
r5
\18
:=>
~o
I-
uu_,
"-\
.,
e\
*\
S\
.i
.
...>
0')
"a:>
.1J 0
;o.!'O
~"(J)
(/) ,.. "
"1'\
~
'8,
pQ\N\
o\\IE.
E. Ot'
~o
o
o
o
o
*
*
o
~
~
-
113 114 h Ita
HCM.lY UOLEY SAYS ~
"DIG SAFELY"
- IIA HOGII ~
IIA1URE SPREAD
--
-
-- oS 30 0 15 30
oS ~_.. , I
--
-- lit C 'UIEl')
>5' "IT'S THE LAVV" 1 inch . 30 fL
au. 2 WORKING C>>..'rS 8UORE 'YOU DO --
-- 1-800-382-5544 REVISION RECORD
- CALL TOLL FREE
PER INDIANA STATE LAW 1C8-1-21.
rr IS AGAINS1' THE LAw TO EXCAVATE
-- 'MrHOUT N011F'YIHG THE UNDOlCROUNO
~lICIN~~~
-- S
s..-
-- s
..... s
~
-.. ~
- s
- !Ill'
-
- ...
111
~2
DATE:
OWN BY:
CHKD. BY:
SCALE:
DATE:
DJP
JMP
I" = 20'
10/27/2006
PLANTING SCHEDULE.
-NEVER cu~ 1HIN UP T!..!G
'" -TmU:"mr"&'i'~ SiW!
AnAQt GUY lIRE AND HOSE
AIlO\/EFIllST_
STAK[ 1REE5 .-.. T tAL USE 1OllClO
STAKES 3 PER 1Rtt . 12V
GUYORI~efuf:-.~T~~~ ~~
5El ,... '" ROO1 ~ .. _ FHSH _
CUT .... - AND ........ ""tl:'li IOOr
3- UIAQt LA'l'ER AS SPECWIED
.- DlA. X 4" SAUCER ARCIUND PI.AN1JNG PIT
EXCAVATED ~~
~~~~~
ADEQUATE ~",.Qvlou,;._
STAKE TO BE 1'- BELOW' AT IN
lR051URBEO 5\I8GIlAIlE
UNllISlURIlED 5\I8GIlAIlE BASE
c:~
Civil Designs
2415DlfKlOrSJItMo SCa.E
IncIlanIpobs.ln 4Q41
111-2#-1961
FAX-Z+t-19&t
ex::
UJ
I-
Z
UJ
U
...10:::
<(~
ZZ
'0-='-
-~<(
VI_Z
VI <( <(
UJ~i3
u.. o:::Z
OUJ-:
ex:: 1--1
o..zUJ
-~
UJ20:::
I-zl)
Zo
-l-
Ot{}
0..3:
Z
o
t;;
UJ
3:
z
.~
Q.
UJ
Q.
0<(
U
Vl
o
Z
~
VICINITY MAP ~
"'" 10 SCALE ~
SHADE TREE PlANTING DETAIL
NOT TO SCALE
LANDSCAPE NOTES
,. 1ltt CllNIIW:1OA 5HMJ. LOCATE AND \IEIlIfY 1HE EXI$TEICI; qr ....
~"""'5T_-WIlRI<
2. THE 'CON1'1tIlICTCIR StW.L SUPPLy AU. PlANT WJERW.S IN 0IMI.I1Y
_ GlW<lJI1ES 5I.mCIENT TO COUPl.ETE 1HE ........... AS _
ON IlR.OIOMGS.
3. .... IlAtERW. 5HMJ. 000lI'llRM TO '"" GUlllO.lNtS ESTAIlUSHED llY '""
CIIOR[Hf "_ A5SllClAlICIN qr NUR5[IlY STOCK 2004.
P\l8IJSHEO llY 1ltt _ A5SllClATIDN '" NUR5EII\'U[N.
4. NO PlNfI SHAU. BE PUT INTO 1HE GROuND 8EFCIAE ROUGH GRAOINC
HASIIWl F1NISHmAHO_
s: ..... PIN<lS SHAU. Bt P\NlTEI) 50 THAT 1ltt ROOT ~ 15
P\NlTEI) AT _ PRIOR TO _ OR AS .. 1ltt COHfAINER.
6. M.L PIANlS ~ BE 8H.LED ANI) -WRAPPED OR CONT.uet CROWN
AS $PECIF1ED. NO toNTMCR CROwN STOCK WlU. BE ACCEPTED ..
IT 1$ ROOf BOUND. AU. ROOT WIW'PlNC IMT'ERW. MADE OF'
$YNTHETICS OR PI.AS1lCS SIW.L . RDICMO AT THE 1'111[ ar
P\NfIING. .... _ OR RllPE 5tW.L Bt REWm> ""'"
_ CROWN qr _ TO _ GIIlIlOJNG or TRa.
7. WITH CONTAINER GROwN STOCK. THE CONTAINER SHAlL BE RDIOYED
AND 1M[ COMtM4ER 8IrU. SIWJ. 8E CUT 1ltROUGH THE SURfACE IN
TWO VERTICAL LOCA1lClNS.
a THE: DAY PRIOR TO PI.AN1ING. THE LOCA1JQNS OF AU. TREES AND
5HRU8S 5tW.L Bt stNCED fOIl _... llY tHE lAH05CAPE
ARCHIItCl OR 0IINIll'S 1lO'RESDITATNE.
t. 1ltt IAHD5CAPE CllHIIlM:1OR 5HMJ. Rmll TO 1ltt COHTR.OCI'
Sl'ECIFICATIONS fOIl ADIlfTICOW. RtQURDoIEN1S.
10. THE LANDSCAPE CONTRN:TOA SIWJ. GI.MRANI'E[ NEW Pl.AH1'
MATERIAl. THROuCH ONE CAI.ENDM' YEAR fROM THE TIM[
or _ AttO'TNU.
11., If' THERE IS A DISCREPMC'r BEIWfEN THE PlANS
AND ntE PLANT LIST. THE PI.AN5 5HN..L TNCE PRECmEHCE.
12. CONTRACTOR SIW.L REPAIR 1M'( DMMGE TO PROPERTY FROM
PI.ANTJNG ClPERATIONS AT NO COST TO THE 0IrNER.
13. STAKES NIO CV'r WIRES $IoMU. BE RDICJYEO Af1ER ONE YfAR.
14. ALL [XISfIrIC I.ANOSCAPINC SIW.L BE IMINTAINED DURING CONSTRUC1'ON.
1M( .....TERW.. DEEMED coo OR UHSAlIFlCtCR'f 9't lAMOSCAPE
ARCHITECT WILL BE REPlACED EQUMl.ENT If SIZE AND SHAPE AT NO
COST TO THE OWNER.
1$. ALL EXIS11MG LANDSCN'ING SHAu. BE PRESERVED: NO SOIL
$TOCICPlLIHC OR S1RlPPING. NO EQUlPUENr OR MATERIAL STORAGE
SIW.l BE AIJ.OWEO. AN ORANGE: CCNSTRUCTION FENCE $KAU. BE
CONSTRUCTED TO A DISTANCE OF' NO LESS THAN 10 FEE1'
OUISIOE 1ltt DRIP lPlE OF THE EXISlING TREES. COHTACI"
- VillI - 1 1_ - JfS
PROJECT NUMBER
06-192
DESIGN PHASE
CONSTRUCTION
PlAN NUMBER
C8.0
SHEETll0F 11
CIlAOf:
~~
SED PREP_
lZf"".lk~
1/4 PAR1S COMPOST
SHRUB AND SMALL TREE
PLANTING DETAIL
NOT TO SCH.E
UTILITY STATEMENT:
the underground utilities IIIown heM been Iocoted from r.., SUM)'
informotioti and exis~ *owin9a. The SUlWJ'OI' moIe_ no lJUCWOftlees
Ihot the underground utIities comprise aI SUCh uUitin in the ONO.
tilblr in-...... 01 abOftdoned. Tho IiUl'VfJ'OI" IurtIw does not
worrant ttIot the undIf9tOund uti&ties shown ore in the _ad IoCotion
inckotecI dthough 1M aneror .... c.rtit, thoI u., ore IDcoted os
oceurotelp os pcaillIe from informotion owolIobIt. The surwror hot
.. phyIicclDJ loeotecI the UftdeftJrOU\d utIitia.
CAUTION
::~~existinO~~=-~
the r..., f pgrt~this ~ As suc:tt. this inIotmotion is
tpeCUIothe ~ ~ ond .em not be construed 01 foeL 1hwe
"'OJ otM..::..:-_--=.:s..n1:~u~:_= ~
:;: IhoII be verified ~ the conItoclor prior 10 tile stort 01 0ftJ'
Gftd 01 COI'IItIuC:tion..
CALL TOLL F"REE 1-800.3B2-5544
111
112
113
~.
II lQ
Ii! 0
~!i ~~
<<: "" 8 II ;:::
-ll l:! ...."""' . N
--
~'I z 0
~i ljJ :;.: i\:i
- ~ ~ CD d ill ill
IX: ~ ~ ~ ~
II ~ 7"\ n r5l c c 0
NVld SJI~.L3V\10.LOHd
^ ~i.
( ., '~J!!!
-= =- ~J;j~~
V ~=I:;;~
U~
'v'N'v'laNI '13~'d'v'J
'd3.lN3J 11'v'.13'd 3.lNIOd NO.lS3M
~3.LN3J 1\fNOISS3:10~d 3.LNIOd NO.LS3M
~
tJ. ; :El~s
~ ~ ~~,
<:) ~ ~~~ Eg
..." . ......0
~ i ~~~ f
::: i U~ i
- i ~~~ ~
....J ::J Ill":!: ~
~ In
l1...J i! ~
I- I ~I
&! I::ii:
; ~III.
~~41~I~~~e B~
a~ 'e . ~g~aa:~:1
~~ f ~1~3n~:1
_ i i:hg
I J. ~
i J. ~
. ,! d
I ~ ~
r.! !
I.!..:
If I I J
"'-
) I i
I J
I
J , , I I ;
I , , , , ;
; ; ; I
II II ;
-.
I f ~ ~ I
, -f
! ! ! -
I ~ 11 i
d d ; I
J i i I I
: i
J 0: ~ I I! r
I I Ii - ~ - . =
(jJ Cj) t .E;i
i ;
I
=
=
!!
^
v
~ ~ ~
...
p
IX:
w
CDN
~cn
z....
1:;'
wID
(30
IX:
lL
z
wQ IX: -
~b l:I "'" ~
lL:::l ::;: -t'J
z<< ii!1I) Iii
!2f- ~CJ!l!
~~ ~ rn
o
U
~ Ei
~i~dli;i
;nl ;~ i
~~e:dll~
~I~'~IW~~
I MiMI
~ ~i~f~~~I~
~ ~~~IW~~li!
~ Illi!III~1
~ ~!iH~~~~
~
~
=
2
(\
v
\
o
D
D
Q
u
D
o
a
o
o
~
o
Q
D
~
o
o
D
o
PROJECT WESTON POINTE
Design 123-20/25
EIXTURE TYPE P1 SINGLE ARM MOUNT
CATALOG NUMBER 123-25-VR-MH400-CL-DB-VOL T -SA-HSS
DISTRIBUTIONS
TYPE VR Rectangular Symmetrical (Vert. Lamp)
TYPE F Forward Throw (Horiz. Lamp)
TYPE V Symmetrical (Vert. Lamp)
TYPE VS Square (Vertical Lamp)
TYPE 3 Asymmetrical (Horiz. Lamp)
ORDERING EXAMPLE 123-25-VR-HPS-400-CL -DB-120-LA-FD-CL80x360
MH = Sid. Metal Halide CL = Convex glass lens
MHP = Pulse Start FL = Rat glass lens
DESIGN DISTRIBUTION HPS MHIMHP LAMP LENS
123-20 3 70/1 00/150 100/150/175/200' ED-17 FL
F 70/100/150 100/150/175/200' ED-17 FL
V 70/100/150 100/150/175/200' ED-17 FL
123-25 VR 250/400 ED-18 CL
VR 250/400 ED-28 CL or FL
VR 400/450' ED-37 CL
VR 750 BT-37 CL
123-25 VS 250/400 ED-18 CL
VS 250/400 ED-28 CL or FL
VS 400/450' ED-37 CL
VS 750 BT-37 CL
123-25 3 250/400 ED-18 FL
3 250 ED.28 FL
3 400 ED-37 FL
3 750 BT-37 FL
123-25 F 250/400 ED-18 FL
F 250 ED-28 FL
F 400 ED.37 FL
F 750 BT-37 FL
. Available only in Pulse Start 100,150,200,450 MHP = Pulse Start
REQUIRED CHOICES
FINISH
BK Black
BW White
DB Bronze
SL Silver
FG Gray
CC Custom
VOLTAGES
120
208
240
277
347
480
MOUNTINGS
SA Standard Arm (2.5")
LA Long Arm (13.5")
CWB Cast Wall Bracket
ESF External Slip Fitter
(for 2-3/8" 0.0. Pipe)
OPTIONAL CHOICES
ELECTRICAL OPTIONS
FD Single Fusing 120V/277V
FDD Double Fusing 480V
FDFD Double Fusing 208V1240V
FDC Single Fusing 347V
PCT Photo Cell and Receptacle
OPTICAL OPTIONS
LX Vandal Resistant Shield
(Lexan lens 400W max.)
LIGHT TRESPASS OPTIONS
CL80x360 Internal 80' Vert. x 360' Horiz. Lens Shielding
CL60x135 Internal 60' Vert. x 135' Horiz. Lens Shielding
HSS House Side Shield (75' Standard) (External)
FL Flat clear glass lens (see ordering information
for availability)
[)]~D~
cwe
ESF
CL60x135 - Internal
60' Vert. x 135' Horiz.
Lens Shielding
CL80x360 . Internal
80' Vert. x 360' Horiz.
Lens Shielding
There Is no substitute for
,
(jualio/lg;,?h~11{f"
A Division of JJI Lighting GrOUpJll'fO.
11500 MELROSE AVE. FRANKLIN PARK, IL 60131. Phone (847)451-0040 - FAX (847) 451.8788
a-mail: quality@mcs.com . www.qualitylighting.com
(72803) Specifications subject to change without notice. @2003 Quality Lighting
10
SPECIFICATIONS
o
H 0 U SIN G Each Design 123 one-piece, reinforced housing shall be constructed of heavy-gauge spun aluminum.
the fixture shall be C-UL & UL listed "suitable for wet locations'.
o
LEN S F RAM E The heavy-duty cast aluminum lens frame shall be hinged to the housing with twin stainless steel piano hinges.
o
LEN SAN D GAS K E TIN G The flat or convex thermal and shock resistant glass lens shall be gasketed to the lens frame with extruded butyl acrylic
tape sealant secured with retainer clips. The lens frame shall be gasketed to the housingis internal reinforcement ring
with silicone impregnated Dacron gasketing.
M 0 U N TI N G Each Design 123 shall be provided with a cast aluminum 2.5' long arm for mounting a single fixture or twin fixtures at180'.
A 13.5' long aluminum arm is supplied for other mounting configurations.
o
REF LEe TOR Design 123 shall be available with the following reflector systems: 1) Type VR - rectangular distribution;
2) Type F - forward throw distribution; 3) Type V - symmetrical distribution; 4) Type 3 - asymmetrical distribution;
5) Type VS - square vertical lamp. All photometric data shall be certified by an independent testing facility.
o
BALLAS T All CWA ballasts (+10% to -10% lamp power regulation) shall be tray mounted and supplied with quick-disconnects.
Ballasts are rated for _20' F operation. All non CWA ballast shall be HPF.
o
FIN ISH Polyester powder coat, electrostatically applied, which is preceded by a five step pre-treatment process including an
iron phosphate priming stage for superior coating adhesion. This process meets or exceeds all ASTM testing requirements,
including those for 1 ,000 - hour salt spray endurance testing.
o
i
A
tj
B
-1
o
o
DIMENSIONS
20'Oia
A 20.00" (508.00 mm)
B 10.50" (266.00 mm)
25"Oia.
25.00' (635.00 mm)
11.00' (279.40 mm)
EFFECTIVE PROJECTED AREA (EPA)
Size 20" 25"
1 Fixture 1.40 sq. ft. (.13M2) 2.0 sq. ft. (.19M')
2 Rxtures 2.80 sq. ft. (.27M') 4.0 sq. ft. (.38M')
3 Fixtures 3.85 sq. ft (.37M') 4.6 sq. ft. (.44M2)
4 Fixtures 4.48 sq. ft. (.43M2) 6.4 sq. ft. (.61M2)
WEIGHT
20" 36100.(16.33 kgs)
25" 59100.(28.76 kgs)
o
o
o
ID
o
o
o
There Is no substitute for
~ Division oH.lJI Lighting Group Inc.'
o
OlldilyPit/I1/{blf/'"
11500 MELROSE AVE. FRANKLIN PARK, IL 60131. Phone'i's'';7'; 451.0040. FAX (847) 451-6768
e-mail: quality@mcs.com - www.qualitylighting.com
(72803) Specificallons subjecl to change wilhout notice. @2003 Quality Lighting
o
o
o
o
o
o
o
o
D
I
10
o
o
o
o
o
o
o
D
o
o
'<t
,it
Product Specifications 08210, 08220
valmontV
POLES
ANt:#IOII BOLTS
Anchor Bolts are fabricated from
carbon steel bar conforming to MSHTO
M314 Grade-55 or ASTM F1554
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
h~x nuts and two flat washers.
AIlCHOB .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.
PIlLE SHAfT
The pole shaft conforms to ASTM
A595 Grade-A and is supplied In 11
gauge (0.1196") , 10 gauge (0.1345"
7 gauge (0.1793')5 gauge (0.2092")
or 3 gauge (0.2391") thickness. The
pole can be either one-piece or two
piece constructlon, with a full length
longitudinal high frequency electric
resistance weld. The 0S210 series is
round in cross-section having a uniform
taper of approximately 0.14 inches per
foot of length. The 08220 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.
IIJINDIIt1U
The reinforcing handhole rim
consists of either a nominal 3" x 5"
rectangular shaped tubing or 4" x 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.
ELEt1ll1CAL _
A nut holder is provided near the
handhole and Includes a .5- -13UNC
hex head bolt and nut
NUT COI/EIIS (S1I1Nl1JUlDJ
Nut covers for anchor bolts are
zinc die cast. Each cover is fastened
to the shaft by !l 0.2511 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.
RRl BASE ctWEII (0I'lItINAIJ
The optional full base cover is
fabricated from ASS 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.
POLE TOP fENON ($J'ANDARDJ
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 4D 0.0. X 6" long (P4)
steel tubing. See page 1 for other
available sizes.
POLE TOP CAP (1H'1IONAlJ
A removable cap is available as an
option to be used in conjunction with
drilled shafts for direct luminaire arm
attachment.
to
S1AN11A1lD RNlSH
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 2.
fAmNING IlJUfDWAIlE
All structural fasteners are galva-
nized high strength carbon steel. All
fasteners are galvanized or zinc plated
carbon steel or stainless steel.
29
DESI6N
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
(EPA) is considered to be the product
of the actual projected area and the
drag coefficient.
The listed weights includelumi-
naire(s) andlor mounting bracket(s)
and are based on a weight to EPA
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 Valmonfs
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 08220 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.
o
o
o
o
o
o
o
D
o
o
o
o
o
o
o
o
o
o
o
SOMPH OOMPH l00MPH
Nominal Shaft Pole Base Anchor Bolls wl1.3 Gus! wl1.3 Gust w/1.3 Gust
Mounting Base Top WaD SIruct. Boll Cin:le Max. Max. Max. Max. Max. Max.
Height Designation 0.0. 0.0. Thk. Weight Dia :t Square 11Ik. Dla. X Lnglh. X HI<. EPA Weight EPA Weight EPA WeIght
(ft) Number (In) (in) (ga) Obs) On} (10) (In) (Ill) Qn} (If) Obs} (If) Obs) (~ Obs)
20 "590A20D-P2 5.9 3.1 11 140 9.0 .5 10.00 0.88 1.oox36x4 19.3 482 15.1 3n 12.2 305
650A20D-P2 6.5 3.7 11 160 9.5 .5 10.50 0.88 1.oox36x4 24.2 605 19.3 482 15.6 .390
"590A250-PL . 5.9 2.4 11 155 9.0 .5 10.00 0.88 1.00x36x4 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 x4 20.3 507 16.2 405 13.1 3ZI
7ooE25Q-P2 7.0 3.5 7 280 10.0 .5 10.88 1.00 1.oox36x4 30.5 760 24.0 625 19.8 495
660ASOD-Pl 6.6 2.4 11 200 9.5 .5 10.50 0.88 1.00 x 36 x4 11.7 292 9.3 232 7.5 187
30 8OOA3OD-P2 8.0 3.8 11 265 11.0 .5 11.50 0.88 tOO x 36 x4 18.9 473 14.9 373 12.0 300
BOOE300-P2 8.0 3.8 7 380 11.0 .5 11.50 1.25 1.25x42x6 33.5 838 27.0 675 22.0 550
730A35O-Pl. 7.3 2.4 11 250 10.5 .5 11.25 0.88 1.00x36x4 11.2 280 8.9 222 7.1 177
35 850A350-P2 8.5 3.6 11 315 11.5 .5 12.00 1.00 1.00x36x4 18.9 472 15.1 377 12.2 305
950A350-P2 9.5 4.6 11 370 13.0 .5 13.00 1.00 1.00x36x4 23.2 580 18.2 455 14.5 363
782A389-Pl 7.8 2.4 11 285 11.0 .5 11.50 0.88 1.oox36x4 10.7 267 8.5 212 6.6 165
39 900A389-P2 9.0 3.6 11 355 12.5 .5 12.38 1.00 1.00 x 36 x4 17.2 430 13.5 338 10.8 270
900E389.P2 9.0 3.6 7 515 12.5 .5 12.38 1.25 1.25x42x6 28.5 715 23.0 575 19.0 475
45 TOOA450-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 125x42x 6 28.5 715 23.0 575 19.0 475
EOOE450-P4 11.0 4.7 7 780 15.0 .5 16.50 1.50 1.25x42x6 35.7 893 28.0 700 22.3 558
TOOA500.P2 10.0 3.0 11 475 13.5 .5 14.00 1.00 1.00x36x4 13.2 330 10.6 265 8.3 208
TOOESOO-P2 10.0 3.0 7 680 13.5 .5 14.00 1.25 1.25x42x6 20.5 512 16.5 412 13.6 340
50 EOOESOO-P4 11.0 4.0 7 812 15.0 .5 16.50 1.50 1.25x42x6 29.9 748 23.5 588 18.6 465
HOOESOO-P4 13.0 6.0 7 1020 17.0 NJA 18.00 1.50 1.50x54x6 50.4 1260 39.7 992 31.4 785
HOOJ5llO-P4 13.0 6.0 3 1335 17.5 N/A 18.50 1.75 1.75 X 84x6 69.2 1730 55.0 1375 442 1105
EOOE550-P4 11.0 3.5 7&11 890 15.0 .5 16.50 1.50 125x42x6 21.6 540 17.7 442 14.7 367
55 W00E550-P4 12.0 4.5 7&11 975 16.0 NJA 17.00 1.50 1.50x54x6 32.2 805 25.9 805 21.1 527
W504550-P4 12.5 5.2 5&7 .1225 16.5 NJA 17.50 1.50 1.50x54x6 43.8 1095 35.0 875 28.6 715
WOOE600-P4 12.0 4.0 7&7 1060 16.0 NJA 17.00 1.50 1.50x54x6 25.9 547 20.7 517 16.8 420
60 HOOE6OO-P4 13.0 4.8 7&11 1075 17.0 N/A 18.00 1.50 1.50x54x6 SO.l 752 24.5 612 202 505
W5046OO-P4 12.5 4.5 5&7 1275 16.5 N/A 17.50 1.50 1.50 X 54 x 6 34.0 850 27.6 690 22.6 565
65 HOOE650-P4 13.0 4.3 7&7 1200 17.0 N1A 18.00 1.50 1.50x54x6 27.3 682 22.0 550 17.9 447
HOO465O-P4 13.0 4.3 5&7 1400 17.0 NJA 18.00 1.50 1.50x54x6 30.8 770 24.8 620 20.4 510
70 HOOE700-P4 13.0 3.6 7&7 1270 17.0 NJA 18.00 1.50 1.50x54x6 20.6 515 16.7 417 13.7 342
HOO4700.P4 13.0 3.6 5&7 1440 17.0 NJA 18.00 1.50 1.50x54x6 23.6 590 19.2 480 15.8 395
e,.
.~,
..
OJ
DS210 NOTES:
1. "S" x 5" nominal handhole . aD 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-piooe. field assembled. unit. Heavier gauge is the bottom section.
4. Maximum weight and EPA values are based on top mounted luminaires andfor brackets having a centroid 2'-6" above the nominal mountlng height.
t'~
..
30
'l~
J
J
~l
~
08210 Round Tapered
(It
POLE TOP CAP
SECURED WITH
3 SET SCREWS
POLE SHAFT
. POLE MAY BE
DRIU.ED TO
'ACCEPT SlOE
MOUNTED
FlXTURE IF
REQUIRED.
CAP DETAIL
i 1
I.
I LENGTH
1 1-
MOUNTlNG
1- ROUND POLE PlATE HEIGHT
W/WIRE ENTRANCE
HOLE (OEBURRED)
DESIGN 0.0. PIPE SIZE LENcmt
NUMBER (In) (In)
P2 2.375 2.r:r SCHED 80 4
P4 4.000 3.5'" SCHED 40 6
PL 2.400 POLE TOP NA ..
TENON DETAIL STANDARD
valmontFlff
POLES
w
o
u
u
u
,
'U
I
IlJ
o
J
U
o
D
U
o
o
o
BOLT
CIRCLE
..
.~
POLE BASE DEl AIL
REINFORCED
HANDHOLE W/COVER
AND GROUNDING
4 - ANCHOR BOLTS
WITH ntROOED END
GALVANIZED 1't' MIN.
EACH BOLT FURNISHED
WITH 2 HEX NUlS AND
2 F1.AlWASHERS.
31
05210 POLE DETAIL
CJ
1::1
ICJ
a:::::J
CJ
CJ
I::J
CJ
-
-
TYPCIAL SECTION
...... ...
P 317-2."-1968
E::l
CJ
I::J
CJ
I::l
~
I::J
I::J
EJ
E:J
E::::J
... IlU ....
ut-<f'
PLAN
IIIlt1nllU
CROSS SECTION
... ... ...
2"15 DlredorsRow Sle.E IndLil\lpo1l5,In 462"1
flI7-24"-1969
~
o NO SCALE
Scale: I" Equals
PROPOSED MASONRY TRASH ENCLOSURE
WESTON POINTE RETAIL CENTER
CARMEL, INDIANA
September 30, 2005
c:~
Civil Designs