HomeMy WebLinkAboutApplicationBabbitt, Pamela A
From: Dobosiewicz, Jon C
Sent: Tuesday, July 22, 2003 4:04 PM
To: Babbitt, Pamela A
Cc: Lillig, Laurence M; Morrissey, Phyllis G; Pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike
P; Keeling, Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Butler, Angelina
V
Subject: Docket Number Assignment - (ADCs); Meridian Technology Center, AmeriCenters -Carmel
(111-03 ADLS / 03070009)
Pam,
Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary
Docket Number for the Meridian Technology Center, AmeriCenters -Carmel (ADLS). It will be the
following:
DL ocket-No.~hl-1-03 ADLS (03070009) $874 (($728+146 (4 x $36.50))
Total Fee: $874.00
Docket No. 111-03 ADLS; (03070009);
Meridian Technology Center, AmeriCenters -Carmel
The applicant seeks Architectural Design, Lighting, Landscaping & Signage approval to construct an office
building. The site is located at the southeast comer of College Avenue and Pennsylvania Street. The site is
zoned B-2Business.
Filed by Blair D. Carmosino of Duke Construction LP.
Petitioner, please note the following:
1. This Item was placed on the July 16, 2003 agenda.of the Technical Advisory Committee.
2. Mailed and Published Public Notice is not required.
3. Proof of Notice_is not required.
4. The FilingrEee.arid Twenty (20).Informational~ackets must be delivered to Plan Commission
Secretary Ramona Hancock no later, Yhan noon,~F,riday,_August,8,.2003. Failure to submit Informational
~r.--
Packets by this time will result in the tabling of the petition to the Tuesday, September 16, 2003, agenda of the
Plan Commission.
5. This Item will appear on the August 19, 2003 agenda of the Plan Commission under Public Hearings.
6. This Item may also appear on the September 2, 2003 agenda of the Plan Commission Special Studies
Committee.
Please contact Mr. Carmosino at 808-6179 (Fax: 808-6797) with this information. Once the docket is assigned
(copy of fax filed and file labeled on cover and internal files) please return the file to my office.
Thanks,
Jon
Dobosiewicz, Jon C
From: Babbitt, Pamela A
Sent: Monday, July 07, 2003 2:54 PM
To: Brewer, Scott I; Butler, Angelina V; Dobosiewicz, Jon C; Hollibaugh, Mike P; Lillig, Laurence
M; Pattyn, Dawn E
Subject: new
~Am~er~enters ca~rmet ADLSgsw'comer ofPennsylvania and'College#Avenue conCacfiBlai~ Carmos~no-808-6001--~
1~ ~~
1
03 ~vh ~
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Date . DO SET NO.
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APPLICATION for ARCIIITECTURAL DESIGN, LIGHTING, and SIGNAGE \/ }~ ~ ,
FEE: 700.00 ~~~ RECEIVED
~4
JUL 1 ?.01,3
(Plus $35.00 per acre when NOT accompanied by a Development Pla"h) DOCS
~.
`,.
Name of Project: nrrirRRICENTERS - cARMEL ~ ~~ ;
Address: SW CORNER OF PENNSYLVANIA AND COLLEGE AVENUE
Type Of ProJCCt: OFFICE
Applicant: DUKE CONSTRUCTION LP Phone No. 317-sos-6oo1 ~
n
Contact Person: HLAIR D. cARMOSlxo Phone No. 3v-sos-6v9 ~~ . iyt~9
Address: 600 E. 96TH STREET, SIIITE 100, INDIANAPOLIS, IN 46240 n ~w
Legal Description: To be typewritten on a separate sheet
Area (in acres) 4. oo AcRES Zoning E-z
Owner of Real Estate: HANKERS NATIONAL LIFE IN3IIRANCE COMPANY
Carmel: ~ Clay Township: Annexation: Y or N
Other Approvals Needed:,
PARHING
No. of Spaces Provided: 73
No. Spaces Required: 69
DESIGN INFORMATION
Type of Building: oFFICE HLDC.
No. of Buildings: 1
19,149GSF PH.I
Square Footage: s,692GSF ilHeight: 21'-6" * No. of Stories 1
Exterior Materials: HRICK ~ sIMIILATE~olors: RED/oxAxGE HRICK, ELHE c1.ASS, ALDMINUM
LIMES ALIIMINUM, GLASS
Maximum No. of Tenants: PHI-66 Type of Uses: oFFICE
104 TOTAL W/PH II
Water by: Iwc Sewer by: cxxwD
* NOTE: max. bldg. height used here
s:\forms\adls.app revised 11/7/00 - 1
• LIGHTING •
Type of Fixture: 40ow NPs. Height of Fixture: 30 FEET
No. of Fixtures: 9 Additional Lighting: LIGNTIxG of sIGNs
* Plans to be submitted showing foot candle spread at property lines, per Ordinance.
SIGNAGE
No. of Signs: z Type of Signs: ~ROJDm
LOCat10II(S): PENN FRONTAGE -COLLEGE FRONTAGE -SEE SITE PLAN
i
Dimensions of each sign: 4'-0" TALL x 9'-2" WIDE - 12" DEEP
Square Footage of each sign:
Total Height of each sign:
36'-8"
LANDSCAPING
* Plans to be submitted showing plant types, sizes, and locations
***********************************************
I, the undersigned, to the best of my knowledge and belief, submit the above information as true
and co~~}j.~ect.
N"• ~ DEVELOPL~NT SERVICES
Signature of Applicant Title
BLAIR D. CARMOSINO .1DL•Y 7. TOOT
(Print) Date
**s****s*******s*+**s*****************
State of Indiana,
SS:
County of Y~a/~.t.Ati--
Before me the undersigned, a Notary Public for _ n rf n/1,/ county,
State of Indiana, personally appeared ,r ~ (~~/yL16'Lfitt-a and acknowledged the
execution of the foregoing instrument this -7 ~` day of , 20Q 3 _
My Co ' sion Expire • - -
Notary lic
s:\forms\adls.app revised 11/7/00 - 2
~J
/:
l ;~'
'~ RECEIVED
JUL 1 ?.0G3
~~:~ ~ DOCS
,~
~; .
~~_=
LAND DESCRIPTION
Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East in
HomBton County, Indiana, being more particularly descrbed as follows:
Commencing at the Southwest comer of said quarter section; thence North 00
degrees 05 minutes 40 seconds West (assumed bearing) along the west line
thereof a distance of 1238.48 feet; thence North 89 degrees 54 minutes 20
seconds- East perpendicular to said west line a distance of 54.98 feet to the Point
of Beginning being the northwest caner of a tract of land described in Instrument
Number 9709756614 in the Office of the Recorder of Hamilton County, Indiana;
thence North 00 degrees 05 minutes 40 seconds West along the west line of a
tract of land described in Instrument Number 9223889 also being along the east
right of way line of Pennsylvania Street a distance of 529.24 feet to the south
right of way line of College Drive per Instrument Number 8742505; thence North
88 degrees 12 minutes 32 seconds East along said south right of way line a
distance of 206.15 feet; thence North 88 degrees 46 minutes 55 seconds East
along said south right of way line a distance of 122.23 feet to a 5/8 inch rebar
with yellow cap stamped Schneider Firm X0001' (hereinafter referred to as
'rebar ); thence South 00 degrees 05 minutes 40 seconds East parallel with the
west line of said quarter section a distance of 531.31 feet to a ~rebar on said
north line of said Instrument Number 9709756614; thence South 88 degrees 46
minutes 54 seconds West along the north line a distance of 328.33 feet to the
Point of Beginning, containing 4.00 acres, mae a less.
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FEATURES & SPECIFICATIONS
INTENDED USE- Ideal far streets, parking lots and surrounding ar-
eas.
CONSTRUCTION -Cylindrically-shaped, rugged, heary-gauge, spun
aluminum housing. Fully gasketed for weather-tight integrity.
US. Patent Np. 0405,206.
FINISH -Standard finish is dark bronze IDDB) polyester powder.
Other architectural colors available.
OPTICAL SYSTEM - Segmemed, anodized aluminum optics are in-
terchangeableand rotatable. Vertically tamped sealed optics in-
clude SYM Isymmetricl, SYMC (symmetric cutpffl, ASY (asymmet-
ricl,and ASYC (asymmetric cutoffl. Design redirects IigM around
arc-tube for optimum lamp life and maximum efficiency. Three
horizarNally tamped ctrtoff distributions include Type II Iroadwayl,
Type III (asymmetric) and Type IV (forward throw, sharp cutoff).
Lens is 3~16'thick, clear, impact-resistan; tempered glass drop
lens. Optional Flat lens available.
ELECTRICAL SYSTEM - Constam-wattage autotransformer ballast Specifications
R bl
tECF~~ED Area Lighting
~~ ~ ~~°3 KVR2
DOCS
HIGH PRESSURESODIUM
250W, 400W
20' to 40' Mounting
Ballast Is copper wound and 100% factory tested. emova e
power tray and positive locking disconnect plug. Mogul-base ~ post-Tao Maunr
'
porcelain socketwithcopper alloy, nickel-plated screw shell and EPA: t5 ffr 1.14 m' EPA: t.s ft
1.15 ms)
center contact. UL listed 1500W-600V, 4KV pulse rated. lint u as arm (includes struts)
INSTALLATION -Extruded aluminum G arm for pole mounting is Diameter. 25163.51 Diameter. 25163.51
shipped in fiMUre carton. Optional moumings available. Height is-3/a 1a2.51 Height ts-3/414251
LISTING - UL listed suitable for wet locations. Listed and labeled to Ann Length: 61152) Overall Height. 23-7/8
(60.61
comply with Canadian Standards (see Options). Weigbt 65129.5 kgl Weight 75134 kg1
Diameter r
Height
All tlimensiona era inches
Icentimeten) unless otherwise
avednea.
Mau~no Ostion Dnllina Temslans
sPVO,~,Rwmot s
wBVDa 6
WVNOioc 7
ORDERING INFORMATION Example: KvR2400SSYM1zDRPVDO6SF
Choose the boldface catalog nomenclature that best soils your neetls and
write it on the. appropriate line. Order accessories as separate catalog number.
KVR2400S R4SC ? RPVD06 GFL DDB
Series Voltage MouMinga Options
KVR24005 720
° SPVD04 Square pole I4' armlz
RPYD09 Round pole 14' armlz Shipped Installed Ip Fixture
SF Singlefuse1120,Z77,34N) Archilequrol Colors
(powder finish)
208 Standard Colors
240°
Distribution 277 SP S uare pole I6' stmt
0
PVD aund pole (ti armf IstandaNl DF Doubletuse1208,240,480V)
PER NEMAMdst-lockreceptrde DO Dark bronze Istandardl
White
Square pole 19' arm) only (no DhotoconVOl)
DBL Black
Vortical Lemp 347
RPVD09 Round pole 19'~ arm) NS House side shield (ASY,
Classic Colors
SYM Symmetric ,ggs SPV072 Square Dole IlY arm) ASYC, R2, and R3 only, R2
and R3 HS ship separotelyl DMB Medium bronze
SYMC Symmetric cutoff T8t RPYD72 Round pole IlY arm) DRS Quartz resvike system
ASY Asymmetric W WV009 Wood pole or wall 19' arm) (250W max 120V lamp not DNA Natural aluminum
ASYC Asymmetric cutoff WBYD09 Wall bracket 19' arm) included) DSS Sandstone
Horizontal Lamp EC Emergency circuit DGC Charcoal gray
R2 IES T e II roadway
YP Optional. Mounting CR Corrosion-resistant OTG Tennis preen
OBR Bright red
3 IES Type III asymmetric PT4 Pos[-top 14' O.D. open top poleP CSA listed and labeled to
campNsvhhCanadian pSB Steel blue
4SC IES Type N foward throw,
pT45 Post-[op (4-1/C O.D. open tap
Standards z
Striping
sharp cutoff pole)'
t-t
15' O
D
en to
PT5 P
GFL Glassflatlens SDDB Dark bronze
NOTES: .
, op
os
o
xtg P SDWH White
t Optional muhi-tap ballast 1120, 20& 240,
2nv1. Itzo. 2n, 3aN in Canaeal. palel
PT6 Post-tap Ili O.D, open top poleP
SdippedSeparotelys SDBL Black
SDNA Natural aluminum
z uae 'woos, RPVDO6, SPVD09. Rwoos, RpF20 Round Dole fitter 12-~8' 0.0. PE7 NEMAtwist-lock PE1120,208, SDSS Sandstone
Swot2 or awotz when two or more
luminaires era oriented on a 90• drilling tenon)
RPF25 Round pole fitter 12-7/8' O.D. 240V)
PE3 NEMAtwisl-IockPE134M
SDTG Tennis green
- pattern'
3 For use with round poles only. tenon)
PEI NEMAtwist-IockPE1480V) SDBR Bright red
SDBUA Oark blue
a May ba ortlerea as an accessory. PE7 NEMAlwist-IockPE127M SDGYM Gray
5 Other architectural colon available; see SC ShortingcaD SDYIB Yellow
Architectural Colors brochure, form na.
794.3.
fi For ann mounting, see technical data
section in outdoor bintler for drilling
template.
ACCCSSpf1e5'TGDOD Mount/ngSfpf/ffef (Orderseparatelyl
7 Stdpinp available In 10 colon listed Doty. - Number of factures
B Use RPVDOfi, RPVD09 or RPVD12 when two
or more lum'rnairea am oriented on i 90' Tenon 0. 0. Ona Two®190° Two®90°r Three®120' Three®90°s rour®90°r
grilling pattern. 2-3/8' T20-190 T20-280 TZO-290 T20-320 T20-390 720-490
9 Consun tanory for availability to Gnatla. p-7i8• T25-790 T25-280 T25-290 TT5-320 T25-390 T25-490
10 Hosing wkA a valmant osaao Polo, s tenon must d• T35-190 T35-280 T35-290 T35-320 T35-390 T35-490
M Dreg red a ne future must M ordnad UPF.
OUTDOOR SheetA: KVR2-S AL - 550
Caialop Number
KVR2 400S R4S VOLTAGE RPVD06 GFL DDB
Notes -
'~ Type
AmeriCemers far RE Dimond, James Ganey Head
K11R2 Vertical Area Lightin~
KVR2 400S SYM Tes[ No. 98033104 ~ KVR2 400S ASY Test No. 98042701 ~ KVR2 400S ASY HS rest Ng. saoa,soz
z
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400W high pressure sodium lamp, 50000 400W high pressure sodium lamp, 50000 400W high pressure sodium lamp, 50000
rated lumens. Footcandle values based on rated lumens. Footcandle values based on rated lumens. Footcandle values based on 30'
30' mounting height, distribution rymmetric. 30' mounting height, distdbution asymmetric. mounting height, distribution arymmetric
~~ wkh house side shield.
KVR2 400S SYMC Test No.90040102 I KVR2 400S ASYC Test No. sso4,5ot
.~
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400W high pressure sodium lamp, 50000
rated lumens. Footcandle values based on
30' mounting height, distribution symmetric
cutoff.
400W high pressure sodium lamp, 50000
rated lumens. Footcandle values based on
30' mourning height, distribution
asymmetric cutoff.
NOTES:
1. Photometric data for other tlirtdbutiona, including flat
glass, can ba aaessed from the Lithonia Lighting website.
Ivvww.lithonia.com)
2. For electrical cha raaeris[ica, consun technical tlata tab.
3. Tested to current IES and NEMA standards under stabilized
laboratory conditions. Various operating factors can reuse
diNerences between laboratory end actual field measure
menu. Oim ensions and specifications are based on the
moll current available data antl are subject to change.
Moullting Height Correction Factor
(M Ulliply the fc level Dy the rorroction (actor)
20 ft- 2.25
251L- 1.k
35 n- .]3 2
Existing Mounting Height Correction factor
New Mounting Height
L/THON/A L/GHT/NG
M S`4CU@ y82nG5 Canpary
icvr~-$ 02W1 LlNOnie LlgMirrg, nw. 3N2 KVII2S.P65
Aeuay ugbnag swap, uK.
oamoor ughtlnp
One lithenia Way, Carryers, GA30012-3951
rmana:no-sz2-apop raxnasle-12w
In Canada: 1100 50e1 Av0. lachina, Ouabtrc Her 7y3
wwwlilhonie.cam
Key to Selecting Pole Standards
RTSP -
Category
RTSP -Round Tapered
Steel Pole
RNSP- Round Non-cepered
Steel Pole
STSP - Squaze TaPe[ed
Steel Pole
SNSP - Square Non-cepe[ed
Steel Pole
STHP - square Tapered
Hinged Pole
30 - 77 - E2 - AB - FP(WH) - DM19 - XX
Pole Height Wall
/0 - 10' ~~ep
20 - 20' ~ E -0.1196'
25 - 25' .. H - 0.1560'
30 - 30' ~ N - 0.1793'
35 - 35' i y -0.1675"
~ - ~' R -B.uao•
95 - 95'
50 - 50'
60 - 60' NmceriM
70 - 70' Yield
Strength
Base Diamecer 1 - 65 ksi
or Width 3 - 55 ksi
SN[9P- Square Nan-tape[ed 63 -6.3'
"
Hinged Pole 70 -7.0
77 - 7.7' Hasa Type
84 - H.4" AB - Ancho[ Base
90 - 9.0" x1d - Embedtled
10 - 10.0" LAB- Less Anchor
etc.... 3 -46 ksi
Boits+
•• Please order aocessodes per catalog number as a sepazate line
and odentations as necessary.
+ please specify eaisting situation or special circumstance.
Fiviah Standard Optional Featlnes••
DrRlin9 Patcemv
CV -Galvanized DP - Ul>arvept Atm brackH
•PP -Finish DH19-1090°
Painted
D4428-2 0 180° SP -Spoke Drscket
•GP- Caly end DH29-2090° FR - Fgtcon Boz
Part DH32 -3 0 t20' DO - Duplex twxptade
5tmdant Colors DN39- 3 090° GF - Ground Pauli Inte[m~
DH49-4090° gg _ yy[adon Damps[
VYH - Whlte
DH -Dark Hroaze
Standard Texrons BC - Breakewe9 muplmgs
11B - Mad Bronze TB - Translmma Base
AL -Aluminum 720R-TIN-20-R5 pH - Fu6 Base Covar
HL - Birk
8P _ yp~ yy,5p _ TEN-25R5
NC -Nut Covers
130R -TEN-30-R5
T35R - TRN-35R5 CA Cross Arm
.. 7385 -TSNJ455 HR -Bullhorn Hwcket
T35S - 7EN-35-55 LP - I.ightuiog Plotectioa
T40S - 7'RNi6S5 OL - OM4uctlun Lighb
x T45S - TEN45S5
ALSO, please specify quantities, mounting heights
SD{ FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD
1. Pole Height -The pole height will be determined by the lighting requirements as speed by the project
designer. These lighting requirements will cause variance in the pole height, which is dependent upon
fixture types, lighting level and uniformity requirements.
2. Wind Velocity -The wind velocity shall be determined from either the project specifications or the wind
velocity map on page 4-1. This wind velocity map is based upon a 50-yeaz mean recurrence interval.
The wind values shown on this map represent wind velocities at 30 feet above the ground. When a
project location is sited between adjacent wind zones, the wind zone with the greater wind velocity
should be used. Also, please be awaze that special wind conditions may exist azound mountainous
areas or locations with unique terrain. Special design consideration should be given to such azeas.
3. EPA -The EPA (Effective Projected Area) of the system should be computed by cramming all of the EPA's of
the external appurtenances, which aze mounted on the pole. The EPA for lighting fixtures can be deter-
mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found
in the appropriate table located in this catalog.
4. Weight -The weight of the system should be computed by s+rmming all of the weights of the external
appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the
appropriate lighting fixture manufactures s catalog and the appropriate table in this catalog respectively.
5. Pale Duty Rating -The pale duty rating should be determined by comparing the system EPA and weight
with the EPA and weight capacities listed in the appropriate maximum loading table located within this
catalog. The values detailed in this table reflect the maximum capacities of the respective poles and aze
based upon a loading cenfroid located at the top of the pole.
6. Pole Base -The pole base (Anchor Bolt or Embedded) is typically determined
by the project specifications.
o mm vrotuo cvomnv. ru 3_S
I I W H I T G O
Round Tapered (Anchor Base)
-~ ~ TOP OD DDl
IZ) NtITs
(2) FLAT WASHERS
LEN GTH
TOP
HHAFT
LENGTH
TOP OD.
HOOF
TOTAL
~DETAII.1 ANCHOR-HOES
LEN GTH SL8
HASE O.D. WIDTH
~
_ -
/~ \ ~~
BASE MAX. HOLT ~
SHAFT CIItCLE DIA. I ~ ~
LENGTH ~ ~ I I
~ /
MIN. BOLT /~(~
CHICLE DIA : ~ JS( J
\ ~
REINFORCED
HAND HOLE
i
BASE OD. i
~ ~
WALL THB. + 1/g' -'
DETAH. POTS ASSEbIDLY DETAII.2 BASfiPLASE
Note: Only 60' and 70' designs require two shaft sections.
Refer to Structure Data for specific design information.
A complete library of
drawings isavailahle
electronically. Please
contact Whites for further
informatloa.
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~~~ ~~~ James Blain ~~
~~E.~~~.rt ~~=N~w~, Associates ~~
uke Carmel, Indiana Architects/Designers \/'~,
REALTV CORPDRATION July 2003 23165 v ~ O
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July 2003 23165
James Blain
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