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Carmel/Clay Plan Commission
Member Packets
For
103rd Street Medical Building Expansion
200 W. 103rd Street
Carmel, Indiana
Prepared For:
.J
K~T.
KITE CONSTRUCTION COMPANY
30 SOUTH MERIDIAN STREET, SUITE 1100
INDIANAPOLIS, IN 46204
Prepared By:
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EVANS, MECHWART, HAMBLETON & TILTON, INC.
CONSULTING ENGINEERS & SURVEYORS
6994 HILLSDALE COURT, INDIANAPOLIS, INDIANA 46250
317-913--6930
FAX 317-913-6928
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I.
Index
ADLS and DP Amendment Applications
II.
Project Narrative
111.
Vicinity Map
IV.
Exhibits
A. Site Plan
B. Building Elevations
C. Light Fixture Details
D. Site Photos
Construction Plans
Existing Conditions Plan
Site Plan
Grading Plan
Utility Plan
Landscape Plan
Photometric Plan
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ADLS and DP Amendment Applications
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Date DOCKET NO.
Application for Architectural Design. Lighting and Signage'
ADLS
AMENDMENT
Fee $350.00
Name or
Project:
103rd street Medical Buildina EXDansian
Address:
200 W. 103rd Street, Carmel, Indiana
Type of
Proj ect:
Building & parking field expansion
Applicant:
Phone No. 3 1 7 - 5 7 7 - 5600
Kite Construction Co.
Contact Person:
Mr., Kurt Faulknker
Phone No, 317-577-5600
Address:
6610 N. S had e 12 n dO. v e . , Suite 200 , Indianapolis,
Legal Description: To be type\vritten on a separate sheet
Area (in acres) R. 9 '" r N""
Zoning R _ -:;
O\\'ner of Real Estate: Ki Ie Companies
Carmel:~
Clay Township:
Annexation: Y or N
Other Approvals Needed: Chanoe in Develooment
Parking
No. of Spaces Provide'd: b. ?!J.
No. Spac'es Required: !.;?~
Desiem Information
Type of Building: 0 f fi c e
No. of Buildings: 1 (exp2nsion)
Square Footage: 4 1 . 000 Height:? 'i ft.
No. of Stories--.2..-
Exterior Materials: b r i c k
Colors; red d ish b r 0 \JIJ n
MaxL.'11U:.u No. of Tenants: 30
Type or Uses: ~.j e die a 1 0 f fie e
Water by: T n r i ~ iI =< r n 1 i Co Sewer by: r rl T ri1 "" 1 II t -; 1 i tie s
lrJster Co.
IN 46220
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LIGHTIN"G
Tyue or FLxmre:
. ...
Rect2ngula!
0, ,.:.. n :;.,:-
25 feet
Height of Fixture:
13 relocated
No, of Fi.xtures: 6 New Additional Lighting: Buildinq Floodlights
>:; Plans to be submitted showing Footcandle spreads at property lines per the ordincmce.
SIGNAGE
No. of Signs:
n/a
Type of Signs:
Locadon(s):
Dimensions of each sign:
Square Footage of each sign:
Total Height Dr each sign:'
LA..t'\TDSCA..Pm G
* Plans to be submitted sho'r'.dng plant types, sizes, and locations
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ~
I the undersigned, to the best of my kno\'vIedge an~ belief,
informatio:l as true and correct,
Sicrnature of.-- ;0
A;plicanr: ':r:--~\ ~~----.
" '---_~ I ~
Kurt ,c-30lk er
Kite CDI~s~ucti ,n CD.
(Print) \. )
submit the above
Title:
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Dare:
,l .0 3 - a 2./
* * * * * * * * ~ * * *. * *. * * * * * * * * * * * 8 * * * * * * * * * * * * * * * * * *
ss:
the
LYNN R. RIGN!"r'
COUNTY or RESICENcr: ~~:fitIt't'6W
~'( COMM!SSIO"i EXPIRES t "'un U.20i01J
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LEGAL DESCRIPTION
PART OF THE NORHTWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH,
RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY
. DESICRBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SAID NORTHWEST
QUARTER SECTION; THENCE ON AN ASSUMED BEARING OF N'ORTH 89
DEGREES 06 'MINUTES 10 SECONDS EAST ALONG THE SOUTH LINE OF SAID
NORTHWEST QUARTER SECTION A DISTANCE OF 293~80 FEET; THENCE NORTH
45 DEGREES 00 MINUTES 00 SECONDS EAST A Dl$TANCE OF 322,77 FEET TO
THE BEGINNING POINT; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS
EAST, PARALLEL WITH THE WEST LINE OF THE SAID NORTHWEST QUARTER
SECTION, A DISTANCE OF 757.18 FEET; THENCE NORTH 16 DEGREES 14
MINUTES 35 SECONDS EAST A DISTANCE OF 354.56 FEET; THENCE NORTH 64
DEGREES 22MINUTES 00 SECONDS EAST A DISTANCE OF 43.01 FEET; THENCE
NORTH 89 DEGREES 15 MINUTES 00 SECONDS EAST A DISTANCE OF 558A4
FEET TO A CURVE HAVING A RADIUS OF 185.00 FEET, THE RADIUS POINT OF
WHICH BEARS NORTH 82 DEGREES 39 MINUTES 55 SECONDS WEST; THENCE
SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 80A5 FEET TO A
POINT WHICH BEARS SOUTH 57 DEGREES 45 MINUTES 00 SECONDS EAST
FROM SAID RADIUS POINT; THENCE SOUTH 32 DEGREES 15 MINUTES 00
SECONDS WEST A DISTANCE OF 297.48 FEET TO A CURVE HAVING A RADIUS
OF 261.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 57 DEGREES 45
MINUTES 00 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE
AN ARC DISTANCE OF 146.91 FEET TO A POINT WHICH BEARS SOUTH 90
DEGREES 00 MINUTES 00 SECONDS WEST FROM SAID RADIUS POINT; THENCE
SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, PARALLEL WITH THE
WEST LINE OF SAID NORTHWEST QUARTER SECTION, A DISTANCE OF 5.25
FEET TO A CURVE HAVING A RADIUS OF 40.00 FEET, THE RADIUS POINTOF
WHICH BEARS SOUTH 90 DEGREES 00 MINUTES 00 'SECONDS .WEST; THENCE
SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 47,22 FEET TO
THE POINT OF REVERSE CURVATURE OF A CURVE HAVING A RADIUS OF 165.00
FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 22.DEGREES 21 MINUTES
50 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC
DISTANCE OF 188.50 FEET TO THE POINT OF REVERSE CURVATURE OF A
CURBE HAVING A RADIUS OF 40.00 FEET, THE RADIUS POINT OF WHICH BEARS
NORTH 87 DEGREES 49 MINUTES 20 SECONDS WEST; THENCE
SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 32.18 FEET TO A
POINT WHICH BEARS SOUTH 41 DEGREES 43 MINUTES 29 SECONDS EAST
FROM SAID RADIUS POINT; THENCE SOUTH 48 DEGREES 16 MINUTES 17
SECONDS WEST A DISTANCE OF 147.42 FEET TO A CURVE HAVING A RADIUS
OF 625.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 41 DEGREES 43
MINUTES 43. SECONDS EAST; THENCE SOUTHWESTERlY ALONG SAID CURVE
AN ARC DISTANCE OF 401.82 FEET TO A POINT WHICH BEARS NORTH 78
DEGREES 33 MINUTES 52 SECONDS WEST FROM SAID RADIUS POINT; THENCE
SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 23.52
FEET TO THE BEGINNING POINT, CONTAINING 8.933 ACRES, MORE OR LESS.
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eHA.NOE IN DEVELOP~fENT
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(To be- filed in duplicat~)
Fee: S450:00
Date
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The \.ll':.cersig."'led agre~s that any con..struction, recollS'tr'UCtlOC, e::Jargeme::1t, relocation or
alteration of Stri.lct"Jre , or :?J".y change lrt the use of land or struc:-ures, or a...'1)' change in the use
of la!1.d or ~c:rures requested by this application willc:::mply with, and conform to, all
a.pplicable la,\lo'S of the St<'.te of bdiana, awd the IIZcning-Ordlnance of Ca..'i!lel, 1r.:iiana . ISS0,!]
z.dopted lUlder the auibcrity of A.:ts of 1979, Public L.aw 1 is Sec. 1 et seq, General Assembly
of t~e State of Indlana., a..'1d all Acts amend.atory thereto,
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Name of Applicant Ki te Construction Co.
Phone 317-577-5600
Address of Applicant 6610 N. Shadel and Ave., Suite 200; Indianapolis,IN 46220
N:::...-ne of Ov.-ner
Kite Companies
Phone 317-577-5600
Location oi'Property: Let N~ber n/3
Addition Heddi an at the Interstate
D.?:e Recoded n/a
Street Nwnber of ether descriptio:l_of locatioc 200 l~. 103rd st.
Present U:iie of Properr; Commercial - Office Buildino
;",..\.
Proposed Use of Property Comme:rci21 - p.1edical Office Buildino
Zoning Classi:icarion of Property B-3
- -'
Note: Application fer a change in deyelopm~ru mU.lt be accompanied by (;liO prim! of a plot
plan oj fhe properrj drcl''''in fO scale, and shuwing locaricn _oj any existing srr..Jcrures and
proposed nr..Jcrures with a detailed wrirten e::p/,;znarian of the proposed improvements,
and other infonnarion as may be required.
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, Kurt Faulknd~r, Project ~1anager
lO)~5e Construction Co.
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Agent
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Project Narrative
The 103rd Street Medical Building Expansion project consists of a 41,000 square foot expansil?n
of the former Lilly Industries building and the expansion of the existing parking field from 96
spaces to 424 spaces. The building expansion will increase the gross floor area of the structure
from 65,000 sJ. to 106,000 s.f.
The owner is requesting this amendment to facilitate the change in use from an office building to
a medical office building. The project site is encumbered by three zoning classifications
including B-1 at the southern end, B-3 for the central portion of the site, and 8-6 a the north end.
The plans have been prepared in accordance with the B-3 requirements.
The exterior elevation of the building will be reddish-brown brick and will mirror the fa<;:ade of the
existing building. The light fixtures to be installed will match the existing fixtures. They will be a
250-Watt, metal halide fixture on a 25' straight, steel pole with a dark bronze finish.
The existing site is heavily landscaped including a 3D-foot buffer yard along the north and west
boundaries. Additional landscape plantings will be provided in accordance with the Carmel/Clay
Land Use Regulations.
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VICINITY MAP
1;:[ Subject Site
Current Zoning of Subject Site B-3
Proposed Zoning Subject Site B-3
Property Nor~h of Subject Site - Single Family Residential
Property East of Subject Site ~ Commercial B-3
Property South of Subject Site - Commercial B-3
Property West of Subject Site - Single Family Residential
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Exhibit B
Building Elevations
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Top of Parapet
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Second Ploor
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East Elevation
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Top of
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Top of Pan pet
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Second Floor
'16'.0"
PInt Floor
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West Elevation
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Fun Floor
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TOP'ollcran Wall
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T~ 01 Parapet
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Top of Screen Wall
040'-0"
Existing North Elevation
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South Elevation
D 0 I " 32 i O.F,P.I.C,E B.U.I,L.D.I.N.G.2-0-0 W' . 1-0.3.R.D S.T., i ,titI i cso ~
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CARMEL, INDIANA Architects
SCALE:UI6".I' I INCORPORATED EnlinlllCln &
6MAV2002 I Interion
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PROPOSED ADDITION
EXISTING BUILDING
FIRST FLOOR PLAN
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O.P-F.I.C.E B'U'I-L-D-I'N-G. 2-0'0 W.. I,O-3-R.D S.T..
CARMEL, INDIANA
6 MAY 2002
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PROPOSED ADDITION
EXISTING BUILDING
SECOND FLOOR PLAN
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CARMEL, INDIANA
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~ INCORPORATED ~ Intllrion ~
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6 MAY 2002
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Exhibit C
Light Fixture Details
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Existing light Fixtures
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TY?E '51 '
r 250 WATT
/ fEATL H;'LlDE
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5" SQUARE STEEL POLE ~
POLE Et EVATION
NOT TO SCALE
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ARSRT~ 1i9 i I
EPA: 1.5 WT: 50 Ibsl ~~.~
A 2" X 4" IX 8" I 'I' .. -~-,----
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ARSRT-19 I 150 HPS / C
ARSRT-19 J - 2SD HPS I 'c
ARSRT-19 I 400 HPS I C
I *120-277,347,480 I AM
I '120-277,347,.480 j AM
I *120-277 I AM
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ARSRT-19
ARSRT-19
ARSRT-19
C '120-277,347,480LAM
C / ~120-277,347,480 / ANI
C / *120-277,347,480 / AM
17SMH
250 MH
400 MH
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Note: *Multi-tap ballasts available in core and coil only.
If voltage is not specified, ballast is wired for 277V.
Pricing is valid for all available site distributions.
Prices do not include lamp.
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WM - Wall Mount
VF - Vertical Slip Fitter 2.38" a.D. Tenon
HF - Horizontal Slip Fitter 2.38" O:D. Tenon
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HS - House Side Shield
Note: Combination Type-V and !-IS not available.
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FL - Fuse Luminaire - 120,208,240,277,347
FL - Fuse Lurninaire - 480
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555-25 (ARS Only)
EPA: 3.4 \^IT: 1751bs.
Anchor Bolt: .75" X 32" X 4"
Bolt Circle: 1 A" Bolt Projection: 3/1
SSS-25 i 25' I 4" .\20"
PW . Pre- 'Wire
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Note: Prices ya\id for all standard powder coat finishes.
555-25
EPA: 16.6 \^IT: 330 Ibs
Anchor bolt: .75/1 X 32" X 4/1
Bolt Ci rde: 11" Bolt ProJection: 3"
555-25 i 25'
PW - Pre-Wire
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Note: Prices valid for all standard powder coat finishes.
5S5-30
EPA: 9.8 \^IT: 391 Ibs.
Anchor Bolt: .75/1 X 32" X 4"
Bolt Circle: 11" BbltProjedion: 4"
SSS-30 I 30'
PW - Pre- 'Vire
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Note: Prices valid for all standard powder coat finishes.
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Exhibit 0
Site Photos
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Front Building Elevation
West Building Elevation
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East Building Elevation
Rear Building Elevation
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Construction Plans '
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