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Conn, Angelina V
From: Conn, Angelina V
Sent: Thursday, July 05, 2007 9:43 AM
To: Conn, Angelina V; Stewart, Lisa M
Cc: Coy, Sue E; Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock, Ramona B; Brennan, Kevin
S; Littlejohn, David W; DeVore, Laura B; Lillard, Sarah N; Holmes, Christine B; 'jmolitor@prodigy.net';
Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R; 'Greg Snelling'; 'Reis, Paul'; Donahue-Wold, Alexia
K
Subject: RE: Docket No. Assignment: (DP/ADLS) Old Meridian Professional Village (#07070005 DP/ADLS)
Note - the plan commission meeting is August 21. not the 20th.
Angie Conn, Planning Administrator
Dept. of Community Services - Planning & Zoning
1 Civic Squate. 3rd Floor
City of Carmel, IN 46032
p.317-571-2417 f.317-571-2426
aconn@carmel.in.gov
From: Conn, Angelina V
Sent: Monday, July 02, 2007 1: 15 PM
To: Stewart, Lisa M
Cc: Coy, Sue E; Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock, Ramona B; Brennan, Kevin S;
Littlejohn, David W; DeVore, Laura B; Lillard, Sarah N; Holmes, Christine B; 'jmolitor@prodigy.net'; Boone, Rachel M.;
Tingley, Connie 5; Duncan, Gary R; 'Greg Snelling'; 'Reis, Paul'; Donahue-Wold, Alexia K
Subject: Docket No. Assignment: (DPtADLS) Old Meridian Professional Village (#07070005 oPt ADLS)
I have issued the necessary Docket Number for (DP/ADLS) Old Meridian Professional Village. It is the following:
Docket No. 07070005 DPfADlS: Old Meridian Professional Village
DP A Iication Fee:
ADLS A lication Fee:
$111 er acre x 6.25:
Total Fee:
$ 834.00
$ 834.00
$693.75
$2,361.75
Docket No. 07070005 DPJADlS: Old Meridian Professional Village
ThE: applicant seeks site plan and design approval for 7 buildings on 6.25 acres.
The site is located at 12346 Old Meridian SI. and is zoned OM/O - Old Meridian District, Office.
Filed by Paul Reis of Bose McKinney & Evans for AL TA Business Communications, LLC.
Petitioner, please note the following:
1. This item will be on the July 18 agenda of the Technical Advisory Committee (TAC). The petitioner must submit
plans and review materials to all TAC members directly by July 3. {Failure to submit plans and review materials to
TAC members by this time will resuliin the tabling of this petition to the August 15 TAC meeting, and subsequently
the August 21 Plan Commission meeting. For a list of current TAC members go to:
htlR:llwww.ci.carmel.in.us/services/DOCS/T AC2007/T AC%20members%20revised %2011 .29 .06.pdf )
2. Mailed and Published Public Notice needs to occur no later than Friday, July 27. Published notice is required
within the Indianapolis Star. Note: the placement of a public hearing sign on the property is required; see PP
application.
3. The Filing Fee and Fifteen (15) Informational Packets must be delivered to Plan Commission Secretary Ramona
Hancock no later than NOON, Friday, August 10.
4. Proof of Notice will need to be received by this Department no later than Noon, Friday, August 17. Failure to
submit Proof of Notice by this time will result in the tabling of the petition.
8/1512007
Page 20f2
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5. These items will appear on the August 20 agenda of the Plan Commission (under "Public Hearings").
6. These items will also appear on the Sept 4 agenda of the Plan Commission Special Studies Committee.
Mr. Reis can be contacted at 317-684-5369.
PETITIONER: refer to your instruction sheet for more detail.
_ Please Note - a review letter will be forthcoming.
Angie Conn. Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, Indiana 46032
317.571.2417 phone
317571.2426 fax
,~ AltaBC
Building Business Communities for Success
6233 Avery Road
Dublin, Ohio 43016
614.258.4500 [volu;1
614.889.8996 [fa'l
614.893.4185 [cdl:
J. Kurt Dehner
PreSIdent
kurt.dehner@altabc.Lom
www.altabc.com
All affiliate of DBS COll1pames
~Dublin Building Systems
Todd Rieser
Director. Pre-Construction Services
614) 889-1445
Fax (614) 889-5437
trieser@dublinbuilding.com
wwwdub/inbuilding.com
6233 Avery Road
Box 370
Dublin Ohio 43017
Design Build Contractors and Engineers
&
CSO Architects
ARC1.IITI-:CTl1R~ . lNTEl~IOJ{ l}ES[CrN
T BRI'.NT DAVTS, AI"
Prlllcil::h11 C()fporo/r: SIHdiD
180 E~ISl 9tSlh SUTCl, SUitt;:' ] 00. Indianapolis, IN 46240 . CSOinClll':1
f\,htill 317 JHfL7800 - l:;ax 317_ 574.0957 . hdavi~@csninc.net
8/1 5/2007
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Page 1 of 1
Conn, Angelina V
From: Conn, Angelina V
Sent: Monday, July 02,2007 1: 15 PM
To: Stewart, Lisa M
Cc: Coy, Sue E; Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock, Ramona B; Brennan, Kevin
S; Littlejohn, David W; DeVore, Laura B; Lillard, Sarah N; Holmes, Christine B; 'jmolitor@prodigy.net';
Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R; 'Greg Snelling'; 'Reis, Paul'; Donahue-Wold, Alexia
K
Subject: Docket No. Assignment: (DP/ADLS) Old Meridian Professional Village (#07070005 DP/ADLS)
I have issued the necessary Docket Number for (DP/ADLS) Old Meridian Professional Village. It is the following:
Docket No. 07070005 DP/ADLS: Old Meridian Professional Village
DP A Iication Fee:
ADLS A lication Fee:
$111 er acre x 6.25:
Total Fee:
$ 834.00
$ 834.00
$693.75
$2,361.75
Docket No. 07070005 DP/ADLS: Old Meridian Professional Village
The applicant seeks site plan and design approval for 7 buildings on 6.25 acres.
The site is located at 12346 Old Meridian St. and is zoned OM/O - Old Meridian District, Office.
Filed by Paul Reis of Bose McKinney & Evans for AL TA Business CGmmunicatioFrS. LLC.
c.o~l'II\.;,Jvv-\t-e S
Petitioner, please note the following:
1. This item will be on the July 18 agenda of the Technical Advisory Committee (T AC). The petitioner must submit
plans and review materials to all TAC members directly by July 3. (Failure to submit plans and review materials to
TAC members by this time will result in the tabling of this petition to the August 15 TAC meeting, and subsequently
the August 21 Plan Commission meeting. For a list of current TAC members go to:
http://www.ci.carmel.in.us/services/DOCS/T AC2007/T AC%20members%20revised%20 11.29 .06.Rdf )
2. Mailed and Published Public Notic;e needs to occur no later than Friday, July 27. Published notice is required
within the Indianapolis Star. Note: the placement of a public hearing sign on the property is required; see PP
application.
3. The Filing Fee and Fifteen (15) Informational Packets must be delivered to Plan Commission Secretary Ramona
Hancock no later than NOON, Friday, August 10.
4; Proof of Notice will need to be received by this Department no later than Noon, Friday, August 17. Failure to
submit Proof of Notice by this time will result in the tabling of the petition.
5. These items will appear on the August 20 agenda of the Plan Commission (under "Public Hearings").
6. These items will also appear on the Sept 4 agenda of the Plan Commission Special Studies Committee.
Mr. Reis can be contacted at 317-684-5369.
PETITIONER: refer to your instruction sheet for more detail.
m Please Note - a review letter will be forthcoming.
Angie Conn, Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel. Indiana 46032
317.571.2417 phone
317.571.2426 fax
7/2/2007
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ADLS/ADLS AMENDMENT APPLICATION
Architectural Design, Lighting, Landscaping and Signage
1$3 ~
ADLS Fees: $834.00 plus $111.00 per acre .Jt~:~~()tttJ
ADLS AMEND Fees: Sign only: $277.50, plus $55.50/sign
Building/Site: $556.00, plus $55.50/acre OOcs .
DOCKET NO. mOL CDO S ~bl)
DATE:
June 22,2007
x
ADLS
Received Date Stamp:
ADLS/Amend
Checked By
x
DP Attached
Previous DP? Yes
No
Name of
Project: Old Meridian Professional Village
Type of
Project: Professional Office Development
Project
Address: 12346 Old Meridian Street
Project Parcel ID #: L2 - JLJL -2-.2-- JLJL - JL~ - JL 2-~ - JLJL JL
Legal
Desctiption: (please use separate sheet and attach)
Name of
Applicant:
CG~\Ji;\i ~~
AL T A Business Commlln.ication~, LLC
Applicant Address: 6233 Avery Road, Dublin, Ohio 43016
Contact Person: Paul G. Reis, Applicant's Attorney
Telephone: (317) 684-5369
Fax No. (317) 223-0369
Email: preisCW,boselaw.coin
Name of Landowner: Joyce P. Sproman & Joyce P. Spannan, Trustee
Telephone: c/o Mary Salada, Esq. (317) 635-8900
Landowner Address: 7235 Riverwalk Way North, Apt. 214, Noblesville, IN 46062
Landowner's Attorney: Mary E. Solada (msolada(ci)binghammchale.com), Bingham McHale LLP
2700 Market Tower. 10 W. Market StTeet. Indianapolis, IN 46204
.ADI..5jADLS AMENDr-1ENT AFFLICATION/ALTA Business communi ties 9183B6vl
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Plot Size:
7.92 Zoning
Zoning Classification: Old Meridian District - Office
Present Use
of Property:
Undeveloped
Proposed Use
ofPToperty:
Professional offices, retail and financial institutions
New Construction? Yes X No
New/Revised Sign? Yes X No
Remodeled Construction: Yes
No X
New Parking? Yes X No
New Landscaping? Yes X No
Note that required fees are due after the application has received a docket number, and not at
the time of application submittal. Do NOT bring application fees at the time of submittal
Parking
No. of Spaces Provided:
356
No. Spaces Required:
148
Design Information
Type of Building: Office/Retail No. of Buildings:
7
Square Footage: varies Height: see building elevations
No. of Stories 1 and 2
Exterior Materials: see building elevations
Colors: see building elevations
Maximum No. of Ten ants: variable Type of Uses: retail. professional offices, financial institutions
Water by:
Cannel
Sewer by: Carmel
LIGHTING
Type of Fixture: see attached cut sheets Height of Fixture: 24'
No. of Fixtures: see ljghting plan Additional Lighting:
* Plans to be submitted showing Foot-candle spreads atproperty lines, per the ordinance.
SIGNAGE
No. of Signs: see sign plan
Type of Signs: see sign plan
Location(s): as shown on sign plan/building elevations
ADLS/ADLS AMENDr-eNi l\PPl.:ICATION!ALTA Business communities 916-38-6-vl
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;;. Dimensions of each sign: see attached sign plan
Square Footage of each sign: per sign plan
Total Height of each sign: per sign plan
LANDSCAPING
* Plans to be submitted shmving plant types, sizes, and locations
* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
I the undersigned, to the best of my knowledge and belief, submit the above
infonnation as true and correct.
Signalurc of 6; 6
Applicant: ~t.' ()
Paul . R '
(Print)
Title: Attorney for AHa Business Communities, LLC
Date: June 2 L 2007
********* * ****** * * * * ******** * * ****** * *******
State of Indiana,
ss:
County of Hamilton
Before me the undersigned, a Notary Public in and for said County and State,
personally appeared Paul G. Reis and acknowledged the execution of the foregoing
instrumenl this 2] sl day of June , 2007. (]
My Commission Expires: ~- ~
OCTOBl:?i2.. 23j ?L)()9, I Notary Public
Resident of
MJ~:e.J OiJ.
County, Indiana
~~ B. bR.A(I.)#.)t!::tL
Printed Signature
CITY OF CARMEL
DEPARTMENT OF COMMUNITY SERVICES (DOCS)
1 Civic Square, Cannel, IN 46032 (3rd floor) 571-2417
ADLS/ADi..S AMENDMENT APPLICATION/Midland Atlantic B5'19]Sl_1
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DEVELOPMENT PLAN / DP Amendment
APPLICATION
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Fee: $834.00 plus $111.00 per acre
DATE: June 22, 2007
DOCKET NO.
X DP
Received Date Stamp:
DP/Amend
Checked By
X ADLS/ADLS AMEND Attached
Name of
Project: Old Meridian Professional Village
Project
Address: 12346 Old Meridian Street
Project Parcel 10 #: 11 - Q 2 - 11 - Q Q - Q Q - Q ~ li - Q Q Q
Legal
Description: Attached
Name of
Applicant: Alta Business Communities, LLC
Applicant Address: 6233 Avery Road, Dublin, Ohio 43016
Contact Person: J. Kurt Dehner
Telephone: (614) 889-1003
Fax No. (614) 889-8996
Email: kUli.dehner@altabc.com
Applicant's
Attorney:
Paul G. Reis (preis@boselaw.com)
Bose McKinney & Evans LLP
301 PelIDsy1vania Parkway, Suite 300
Indianapolis, IN 46280
Phone: (317) 684-5369
Fax: (317)223-0369
Name of
Landowner:
Joyce P. Spannan & Joyce P. Spannan, Trustee
Telephone:
c/o Mary Solada, Esq. (317) 635-8900
916445\
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Landowner
Address:
7235 Riverwalk Way North, Apt. 214
Noblesville, IN 46062
Landowner's
Attomey:
Mary E. Salada (msolada(a),binghammchale.cam)
Bingham McJ-iale LLP
2700 Market Tower
10 W. Market Street
Indianapolis, IN 46204
(3] 7) 635-8900
Plot Size:
7.92 Zoning
Classification: Old Meridian District - Office
Present Use
of Property: Undeveloped
Proposed Use
of Property: Professional offices, retail and financial institutions
2
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OWNER'S AFFIDAVIT
The undersigned, for itself and its successors and assigns in ownership, as well as for any party
that holds an interest in the real estate covered by this application, agrees that the then current
owner of the real estate, as well as the holder of any interest in the real estate at that time, will
cause any construction, reconstruction, enlargement, relocation or alteration of structures, or any
change in the use of land or structures requested by this application on the real estate to comply
with and conform to all applicable laws of the State of Indiana and the zoning ordinance of
Carmel, Indiana, adopted under the authority of Acts of 1979, Public Law 178, See, 1, et seq.,
General Assembly of the State ofIndiana, and all Acts amendatory thereto.
OWNER
By: AHa Business Communities, LLC, contract purchaser
By:
usiness Communities, LLC
COUNTY OF HAMILTON
)
)8S:
)
STATE OF INDIANA
Before me the undersigned, a Notary Public in and for said County and State,
personally appeared Paul G. Reis, who acknowledged the execution of the foregoing instrument
for and on behalf of AHa Business Communities, LLC.
Dated this 2. 2~ay of T \J r....a- , 2007.
b~.~
{Notary Public Signature
My Commission Expires:
Srw~ B. (;,OkAJf0UL
(Printed or Typed)
Ocro 36'lZ-- -Z~. 2006
1
Resident of ~1Z1 ON
County, Indiana
3
916445,1
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Land Description of Old Meridian Professional ViHaqe Development Site
A part of the Northwest Quarter of the Northeast Quarter of Section 35, Township 18 North,
Range 3 East, in Clay Township, Hamilton County, City of Carmel, State of Indiana and being a
portion of the real estate described in that certain Deed of Distribution, recorded as Inst. No.
9523509 in the Office of the Hamilton County Recorder, being more particularly described as
follows:
Commencing at the Northwest corner of said Section 35, being marked by a Harrison Monument,
per ties; thence North 88 degrees 53 minutes 58 seconds East, basis of bearings assumed,
2658.54 feet to the Northwest corner of said Quarter Quarter Section, being marked by a small
MAG Nail, per ties; thence North 88 degrees 35 minutes 59 seconds East along the North line of
said Quarter Quarter Section 41.00 feet to the Northeast corner of the Right of Way described in
that certain Warranty Deed, recorded as Inst. No. 199909959388 and the POINT OF
BEGINNING of the real estate described herein, the following six (6) calls being along the
established East line of said Inst. No. 199909959388; 1) thence South 00 degrees 14 minutes 48
seconds East 0.91 feet; 2) thence South 00 degrees 11 minutes 41 seconds East 86.25 feet to
the point of curvature of a curve to the right having a radius of 3864.72 feet, the radius point of
which bears South 89 degrees 48 minutes 19 seconds West; 3) thence Southerly along said
curve an arc length of 202.36 feet to a paint which bears South 87 degrees 11 minutes 41
seconds East from said radius poiht; 4) thence South 02 degrees 48 minutes 19 seconds West
29.25 feet to the point of curvature of a curve to the left having a radius of 3774.72 feet, the
radius point of which bears South 87 degrees 11 minutes 41 seconds East; 5) thence Southerly
along said curve an arc length of 197.62 feet to a point which bears South 89 degrees 48 minutes
19 seconds West from said radius point; 6) thence South 00 degrees 11 minutes 41 seconds
East 189.32 feet to a point on a North line of the Right of Way described in that certain Warranty
Deed, recorded as Jnst. No. 200300117246, the following five (5) calls being along the Northern
lines thereof; 1) thence South 44 degrees 54 minutes 32 seconds East 39.02 feet; 2) thence
South 75 degrees 37 minutes 40 seconds East 45.70 feet; 3) thence North 58 degrees 01
minutes 47 seconds East 42.65 feet; 4) thence North 35 degrees 24 minutes 35 seconds East
167.32 feet; 5) thence North 42 degrees 33 minutes 11 seconds East 70.87 feet to a point on the
Northwest right of way line of Old Meridian Street, having a 50.00' half right of way width; thence
North 35 degrees 21 minutes 15 seconds East along said Northwest right of way line 672.92 feet
to a paint on the South right of way line of Carmel Drive, said point being on the North line of said
Quarter Quarter Section; thence South 88 degrees 35 minutes 59 seconds West along said North
line 632.83 feet to the POINT OF BEGINNING of this description, containing 6.25 acres, more or
less, and being subject to any and all covenants, conditions, easements, rights of way and
restrictions of record.
r1-q /01
Aerial Photo - 00 Meridian ProfessiQ,al Village Site
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Aerial Photo - Old Meridian Professional Village Site
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Land Surve>yors
433 Well>! ~rm61 ~ Pl'IcM'l&: J1' .IJoW.33'33
Ca1TJ1Vl, IN 46032 Fu: 317.844,33133
....-...row.SE"GrOl.lpllC.com
Spannan Estate
12346 Old Meridian Street
Carmel, IN 46032
PROJECT LOCATED IN:
SECTION 35- TOWNSHIP 1S00RTH. RANGE 03 EAST
ClAYTO\\'NSHlP. HAMilTON COUNTY
ALTNACSM
LAND TITLE SURVEY
PREPARED FOR:
SNELLING ENGINEERING, LLC
Attn: GREG SNELLING
13295I1foo.s:r.., 5....141
c.rmeI, IN 46031
3' '.603.3206 . PHONE NUMBER
REV. # DATE REV, DESC.
1 05129107 COMMENTS (BMM)
~~ New Desc. tion BMM
DRAWING LEGEND
VICINITY MAP. NOT TO SCALE
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Approved By:
Drmwn 8'1:
Date oILa" Field Work:
Dale Plotted:
BCR
BMM
0412412007
04/2512007
Reference #:
1-428
Project Number:
C7 -0821
Sheet Number:
of
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FEATURES & SPECIFICATIONS
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Catalog Nljmhe-r
KVR2 400M
INTENDED USE- Use for parking lots, streets and surrounding areas,
CONSTRUCTION ~ Heavy-gauge, spun aluminum housing. Integral structural support
plate for mounting arm and electrical components ensures rigidity and strengtn. Hinged
aluminum door frame incorporates stainless steel nardware. Continu~us silicone
gasketing surrounds lens tor weatheHigl1tseaL Optional tool-less hardware is available
to ease installation and maintenance, Thermal, shock-resistant, tempered flat or drop
glass lens,
FINISH - Standard finish is dark brOllle. electrostatically applied powder paint Linear
embossed accent reveals are standard. Additi~nal architectural colors and striping arc
available; see WNW.lithonia,com/archcolo rs.
DPTICS-Mostflat-lens conligumtlons meetfull-cut~ff criteria. See www.lithonia.com
for details. Vertical-lamp reflectors are one-piece spun and formed anodized aluminum.
High-performance segmented aluminum reflectors also are available for use with hori-
lOntallamps. Reflectors are rotatable and interchangeable.
ELECTRICAlSYSTEM-AII electrical components are mounted to a heavy-gauge plate
to maximize heat dissipstion snd ensure strllcturai integrity for opTimal componenr life,
Constant wattage autotransformer ballasts are copper-wound and 100% factory tested.
Super CWA pulse-start ballast is standard for 320illJ and 350W ond is available for other
wattages, Mogul-base porcelain socket with copper alloy, 11ickel-platcd screw shell and
center contact
INSTALLATION - Arms are available for pole IIIDUntlng, wall mounting and other
configurations.
LISTING - Listed and laheledto UL standards for wet locations listed and labeled 10
CSA standardslsee Optionsl. NOMCettified (see Optionsl
ORDERING INFORMATION
KVR2
I se~ies I
KVR2
Ivol}age I
120
Z03
240
211
341
43D
TB'
Wattage
Metal halide
miM
250M
320M
350M
~IIMJ
1000M'
I:Il!lh
DrA-SS-lJre
sodium
250S
400S
1000S',1
DistribLltion
Vertic",1 ramn:3
SYM Symmetric square
ASY__ Asymmetric
VFA Vertical fDrward throw automot~....e~
Horizomallamo:3.
R2__ Type II
A3__ Type III
Hiah-oerfcnrnance horizolltal lamn:
SA2rL Type II roadwav
SA3FL Type III osY'l1metric
SR4SCFL Type IV forward Ihrow, sharp
cutoff
SR4WFl T' e IV forward throw, Wide
see calculations for distribution requirements
NOTES:
1 ASY or SYM distribution, Dilly. Reduced
jacket lamp required,
2 Stalldard E025 lamp,
3 For drop lens. specify Dl. For tlat le"s,
s ecil FL. Example: SYMOLDr A2Fl.
4 Not ,",il.ble with 1000M or WOOS.
5 Optionai multi-tap ballast (t20, 208. 240,
271V; 120,271. 347V in Canada).
6 For arm mountillg, refer to tech.nical data
section for drilling template,
7 12:" arm required when toNo or more lumi-
naires are oriented on a 90' drilling pattern.
, rvpe
Specification Rourid'Area Lighting
K R2
~Joles
Old Meridian Professional
ARM MOUNTING
METAL HALIDE: 175-'OOOW
H IG H PRESSURE SODIUM: 250-' OOOW
20' to 4D' Mounting
T
$pecificatfons
H
CPA: 1,50 it' (,49m') (illcludes 9" arm)
Diameter: 25.9 [65.71
Helghl itlo! lellsl: I ~ (355!
Helyhtldrop lens), 17143,11
Weight: 56 Ibs 125 kg!
~D
1
A-l
MOUllLimJ Outioll Dfillina~!mlkL~t~
SPDxx,APDxx. 5
All dimensrolls are inches (cfHltimetersl WBOxx u
unless olherwlSe specilied. V'IWOxx 7
For shortest lead times, configure product using standard options (shown in bold).
Example: KVR2 400M SYMDL 120 RPD09 SF DNA LPI
Ballast
(blank I Magnetic ballast
CWI Con,t,nl wattage
isolated'
Pulse Sforl
~~2'!:~~'!'-
SCWA Super CWA pul,e
start ballast'
Mounting"'
KMA Mast arm 8'xternal filter
RPD04 Round pole - 4" arm
RPD09 Round pole - 9" arm
RPD1Z Round pole - 12" arm
SPD04 Square pol, .4"erm
SPD09 Square pole - 9" ,rm
SPD1Z Square paiD - 12" >em
WBOW Wall brackel- 9' arm
WB01Z Woll br"ckel- 12" arm
VVWD09 Wood pole orwall. 9" arm
WW012 Wood pole o,wall 1Z' a rill
Options
Sl1iooec.l installeu in fixture
SF Single fuse 120. 277, 347Vro
D F Double fuse 208, 240, 480VlO
KW1 KlloWatch'" 120V comrol relay",ll
KW4 KrloWetch'" 2T1V co"tro1 rolilyle,11
PER NEMA twist,lock receptaole only
Iphotocontrol not includedl
o.RS o.uartzreslrike sy,tem Imax allowable
waltage lamp irlcluded)
ORSTD URS time delay Ima. allowable
w.tT.ge lamp included)
EHS External houseside shield
(matches fi~turafinish.
included in the cartonl
EHSB External houseside shield black
Ipainted black to maximize light
cQ-ntro~. included In the carton]
TL$ loci-less <JeeP-55
CSA. Listed and labeled to comply With
CanadiCln St,mrlards
NOM NDM Certified
SJlmRod 'e~
VG Vandal guard
At;ces:;:ories
KVR2VG V,ndal guard (specify colorl
KVR2EHS External housoside ,I:ield
I,pe 0 ify colorl"
NEMA twi,Hock PE [120, 208, 240V)
NEMA twisl'lock PE 13~7VI
NfMA Iwlst-Iock PE 14BOVI
NEMA lWist-lock PE 12l1VI
PEl
PE3
PE4
PEl
SC
8 Isolatt;d two-c-oj~ SYS.lBnl f1l8e-ts C.:lrladlan
electricel code req"irements for 20BV, 240'1
and 4BOV applicalions.
9 N01 avail. biB with 175M in horizontal
distribuiions,
WNot evail.hle with IB, Must s~ecify
voltage.
11 Available in vertical lamp orip-Illation only_
12UseKVA2EHSFL_lor,eyrn"ntedrelleclors. Tenon 0.0. One
13 Othar RAt and Lilhonia Llghti"y colors 2-3/8" (61 120-190
and str!~lng are available. Reter to
www.lithonia.comlarohcolors. 2-l/S" {7.31 T25.190
14MList be specified. 4" (1021 T35-190
Shortir1g cap
Accessories: TenDn Mounting Slip fitter
r---L~~I
lPI lamp
included
UlP Less lamp
Finish"-I
(blankf Dark bronze
DBl Black
DGC Charcoal gray
DfI/lB Medium brome
DNA Natural
aluminum
DWH WhIte
CR Corrosion
resistant
CRT Non-stick
protective
coali1ig
OcP Ooor'reme
painted" to
match housing
Order as $~parale cat.alog nLfmller.
Number 01 fixtures.
Two@lSO' Two@90' Three@120'Three@90'Four@90'
T20-280 T20-290 T20-320 TZO-390 T20.490
T25-280 T25-290 T25-320 T25-390 T25-490
135- 280 135-290 T35-320 T35-390 T35-490
Outdoor
06/18/2007
AL-540
Linda Stewart, LightSQURCE (317) 598-6900
Sheet #: KVR2-M-S
1 of 2
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KVR2 Arm-Mounted Area Lighting
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KVR2 400M SYMDL TEST NO: l Tl11175
ISOILLUMINANCE PLOT (FooteanOIO)
400w Iliet.!;!l halide lamp, raled ;'36(01)
ItJmen~. FootcLJ,[ldle valucs hr-lsell un 30'
rTIourllil1!;ll1eighl.
KVR2 400M ASYDL TEST NO: l Tl11170
ISOILLUMINANCE PLOT (Foolcandlo)
-2
e-
-1 ffi
ill
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LL
10
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f-
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w
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f-
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40DW nle1al halide lamp, ratBd 36000
Jumens.t=[)otcandle valuO's based or. 30'
mounting heigh!.
NOTES:
1 Photometri, data far other distributions can be ao,"ssed from the Utller"a LiyllLing
Web site Iwww.fithonia.coml.
For el8Clric-El1 cllaracleristics, consult technic<il data lab.
Te,ted to current fES aod NEMA standards IiIlder stabilized laboratory conditions.
Vi3riOllS operatingfilctors Ciln callSS differences betvvee.n laboratory and actual
field rneas:urem8'llts. O!m[!nsions andspEcifications are based on the mCJ.'it currflnt
81!uilBble ui.1te and ore subjec:t t(J change.
KVR2 400M ASYDL EH S TEST NO: l Tl11171
ISQILLUMINANCE PlaT (Foot~arldle)
.2
-2
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3 is
400W metalnalia.e-Ia-rnp, rated 36000
lumens. Footcandl€ ~'aIJjes based all 30'
mOLlnling heighl
Mounting Height Correction Factor
IMultiply tne fc level by ,h. oorrectlol1 factorl
20 ft.' 2.25
25 ft., 1.44
35 ft.' 0.73
40 ft.= 0.56
2
Existing MountingHeighl) C . f
= orrccllOn actor
New MOll nting Height
An <-<AcuityBrands Company
4,/THDN/A L/GHT/NG@
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KVR2-M-S
lithonia lighting
O"tdool Lighting
One. Lithoni, Woy. Cnnye". GA 30012
Plio,,": 770-922-9000 FoX: 770-91 B- 1209
www,llUlonie.clJrll
06/18/2007
@2007 Acu;1\' Brands Lighting, Inc., 4124/01
Linda Stewart, LightSOURCE (317) 598-6900
2 of 2
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Old Meridian Professional Village
Drainage Calculations
SNELLING
ENGINEERING, LlC
"1]2')5 Illinois Slrec!. Suite 142
CiJrmel. IN 46032
ph: 1317) &63-320&' r,'K [31,7) 663-3201l
WW\V, ;;ne'll i ngeng.com
Prepared by: Gregory S. Snelling, PE
Date: June 22,2007
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DRAINAGE SUMMARY
General
The existing 6.25 acre site is located between Old Meridian Street, Pennsylvania Street and
Carmel Drive south of the Meijer detention basin within the city limits of Cannel. The site is
presently occupied by a combination of lawn and woods with several small old structures. The
site drains to the east with nmoff exiting the site at a culvert under constmction for Old Meridian
Street. The culvert discharges into the Fertig Drain. The site is not located within a FEMA flood
hazard area.
AltaBC is proposing to constmct a mixed-use office and retail development on the site. The
project will have 7 buildings totaling 88,500 SF and 356 surface parking spaces.
Pre-Development Conditions
Due to downstream restrictions, the 100-year allowable discharge for projects within the Fertig
Drain watershed is 0.25 cfs/acre. Therefore, the 1 OO-year allowable discharge for this site is 1.56
cfs.
Post-Developed Conditions
An 87,200 CF underground detention system will be installed under the parking lot to control the
peak release rate. Due to the footprint of the underground system with respect to the outlet
location, offsite area must be routed through the detention system. However, the underground
system was initially sized for the 6.25 acre onsite area. Calculations were then performed to
determine the outlet pipe size required to accommodate the upstream watershed comprised
mostly of the Pennsylvania Street right-of-way between Carmel Drive and the round-about
currently under construction to the south. For the onsite calculation, a 5.7 inch orifice would be
needed to control the peak discharge to 1.54 cfs. With the offsite runoff included, a 12 inch
orifice flowing into an 18-inch pipe is required. In both cases, the detention system would fill
almost completely during a lOO-year 24-hour event with a SCS Type II rainfall distribution.
Two structural BMP's will be installed for the project TheseBMP's will consist of Streamguard
Model 3001 catch basin inserts and an Aquaswirl AS~ 7 storm water quality unit. Independent
testing for the Streamguard Mode13001 by King County Surface Water Management Division of
Washington State demonstrated oil removal efficiencies of 88% when tested in a park-and-ride
lot catch basin. Streamguard Model 3001 Catch basin inserts installed at an international airport's
passenger pick-up area show average removal efficiencies for Total Suspended Solids of 80%,
and for oil & grease of94%.
Aquaswirl products are typically accepted by the City of CarD1el as BMP's. The Aquaswirl AS-
7 for this project was sized for a l~inch 24~hoUT rain event as required. A Post~Development
Watershed Map and Time of Concentration calculations are also included in the Appendix. In
addition, Detention Calculations and Pipe Sizing Calculations are also included.
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Conclusion
The project has generally been designed in accordance with City of Carmel and Hamilton
County standards. In addition, the project is not anticipated to cause any adverse effects to
upstream of downstream properties.
City of Carmel
(Extraterritorial Jurisdiction)
180081
86.09' 22. 5"
3'3058' 07.5"
City of
Carmel
180081
Hamilton County I
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Areas
180080
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COLLEGE DR
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APPROXIMATE SCALE
500 0
~ ~ r----t
500 FEET
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NP.TlONAL FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
HAMILTON COUNTY,
INDIANA
AND INCORPORATED AREAS
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(SEE MAP INDEX FOR PANELS NOT ?RINTEDl
~ PAN.EL SUfFIX
,."""
1aroJ:l Q2~
M,~~l,I ~ t,;,~,n,~ ro,;A~ NI.JM8f.R ;llQ\iol'1 ow,... Ihg~1d: ell ~&lid
M.Il"pl.d~ ffilIi:) ordlffll: tllll COMMUNITY' NUMllffl :V.lI'W~
-lib"". -PuIoJicl ~ lIS~d 9n il1~UrliTJOe 1:;l~~CI;oIQR:I.~ Iin!- lll:IoioElct
-C:OI'I'I,T\lJniw.
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MAP NUMBER
lB057G0209F
EFFECTIVE DATE.
FEBRUARY 19,2003
Federal Emergency Management Agency
This is an official oopy ofa portlorl of the above referenced flood map. It
was extracted LJsin.g F-MIT On-Line, This map does not reflect chan~e6
or amendments whiCh may have been madie 'Su.bsequent to the date on tile
title cloek. For the rat est product information about National Flood Insur.am:::e
Program flood maP3 check the FE_MA Flood Map Store at WW"N.msc.fema.gov
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Project: Old Meridian Professional Village
Location: Carmel,IN
Prepared By: GSS
Channel Flow:
Str. 208
Grass
0.15
65'
2.64
0.010
un aved
123 0
0.010 0000
1.613 0.000
'\).~X)~()'2j~ i)<f,i(!l!,O:OO
Bottom Width....................ft
Depth.................... ft
Left' Side Slope ?: 1
Riqht Side Slope ?'1
Cross sectional flow area, a.... ......ft^2 0 0
Wetted perimeter, Pw....................ft 0 0
Hydraulic'radius, r=a1Pw Compute r....ft 0 0
Channel slope,s...... .... .......... ..ftfft
Manninq's rouqhness coeff.,n..
V =(1.49 r^2/3 s^1/2)/n Computed V...ftIs 0 0
Flow lenoth, L ........................ft.
Tt = U(3600 V)..........Computed Tt..hr. . --'.Qi(j.OO: ;'::::.J):OQ()
Total Time of Concentration:
Watershed or subarea Tc or Tt.....hr
Watershed or subarea Tc or Tt.....min
o 0
o 0
OiQ:O"Q;' ~ .:O]jOO
.. All Time of Concentration values are assumed to be a minimum of 5 min utes.
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Date: 6/20/2007
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Water Quality
Prepared by Snelling Engineering, LLC
HydroCAD@ 8.00 sin 003943 @ 2006 HydraCAD Software Solutions LLC
Runoff =
Subcatchment PR: Proposed Site
8.44 cfs @ 12.04 hrs, Volume=
0.527 af, Depth> 0.79"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 1 in-24hour Rainfall=1.00"
Area (ac)
8.010
8.010
Tc Length
(min) (feet)
12.6
CN Description
98 Urban commercial, 85% imp, HSG C
Impervious Area
Slope Velocity Capacity Description
(fUft) (fUsee) (efs)
Direct Entry.
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Type 1/24-hr 1in-24hour Rainfa//=1.00"
Page 1
6/22/2007
( .
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u
Postdeveloped
Prepared by Snelling Engineering, LLC
HydroCAD@ 8.00 sfn 003943 @ 2006 HydroCADSoftware Solutions LLC
Type If 24-hr 100yr-24hr Rainfa//=6.46"
Page 1
6/22/2007
Runoff =
5ubcatchment 15: Overall
45.76 efs @ 12.04 hrs, Volume=
3.042 af, Depth= 5.87"
Runoff by SCS TR-20 method, UH=SCS, Time Span: O.OOA8.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr-24hr Rainfall=6.46"
Area (ac)
1.480
2.480
0.350
1.910
6.220
0.933
5.287
T c Length
(min) (feet)
12.6 .
Inflow Area =
Inflow =
Outflow ;;;:
Primary :
CN Description
95 Urban commercial, 85%. imp, HSG D
95 Urban commercial, 85% imp, HSG 0
94 Urban commercial, 85% imp, HSG C
94 Urban commercial, 85% imp, HSG C
95 Weighted Average
Pervious Area
Impervious Area
Slope Velocity Capacity Description
(ft/f!) (fUsee) (efs)
Direct Entry,
Pond 2P: Underground Storage
6.220 ac, Inflow Depth = 5.87"
45.76 cfs @ 1204 hrs, Volume=
1.54 cfs @ 14.13 hrs, Volume=
1.54 cfs @ 14.13 hrs, Volume=
for 1 00yr-24hr event
3.042 af
2.919 aI, Atten= 97%, Lag= 125.8 min
2.919 af
Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs; dl= 0.01 hrs
Peak Elev= 853.42' @ 14.13 hrs Surf.Area= 051 Storage= 87,157 cf
Plug-Flow detention time= 693.7 min calculated lor 2919 af (96% of inflow)
Center-aI-Mass del. time= 669.0 min ( 1,433.2 - 764.2 )
Volume
#1
Elevation
(feet)
849.92
85342
Device RoutinQ
#1 Primary
Invert
849.92'
AvaiLSloraqe Sloraqe Description
87,200 cf Custom Stage Data Listed below
Cum.Store
(cubic-feet)
o
87,200
Invert Outlet Devices
84992' 5.7" Vert. Orifice/Grate C= 0.600
Primary OutFlow Max=1.54 cfs @ 14,13 hrsHW=853.42' (Free Discharge)
L1=Orifice/Grate (Orifice Controls 1.54 efs @ 869 fps)
u
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Postdeveloped with Offsite
Prepared by Snelling Engineering, LLC
HydroCAD@ 8,00 sin 003943 @ 2006 HydroCAD Software Solutions LLC
Type /I 24-hr 100yr-24hr Rainfal/=6.46"
Page 1
6/22/2007
Runoff :::
Subcatchment 1 S: Overall
58.92 cfs @ 12.04 hrs, Volume=
3.917 af, DeptlF 5.87"
Runoff by SGS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr-24hr Rainfall=6.46"
Area (ac)
5.126
2.884
8.010
1.202
6.809
Tc Length
(min) (feet)
12.6
Infiow Area =
Infiow =
Outflow =
Primary =
eN Description
95 Urban commercial, 85% imp, HSG D
94 Urban commercial, 85% imp, HSG C
95 Weighted Average
Pervious Area
Impervious Area
Slope Velocity Capacity Description
(ftIft) (ft/sec) ( cfs)
Direct Entry,
Pond 2P: Underground Storage
8.010 ac, Inflow Depth = 5.87"
58,92 cfs @ 12.04 hrs, Volume=
6.49 cfs @ 12.54 hrs, Volume=
6.49 cfs @ 12.54 hrs, Volume=
for 1 OOyr-24hr event
3.917 af
3.884 af, Atten= 89%, Lag= 30.5 min
3.884 af
Routing by Stor-Ind method, Time Span= 0,00-48,00 hrs, dl= 0,01 hrs
Peak Elev= 85336' @ 12.54 hrs Surf,Area= 0 sf Storage= 86,558 cf
Plug-Flow detention time= 2034 min calculated for 3,883 af (99% of inflow)
Center-of-Mass del time= 198.0 min ( 962.2 - 764.2)
Volume
#1
Elevation
(feet)
849,92
853.42
Device ROlltinq
#1 Primary
Invert
849.92'
Avail.Storage Storage Description
88,000 cf Custom Stage Data Listed below
Cum.Store
(cubic-feet)
o
88,000
Invert Outlet Devices
849.92' 12.0" Vert. Orifice/Grate C= 0,600
Primary OutFlow Max=6.49 cfs @ 12.54 hrs HW=853.36' (Free Discharge)
L1=Orifice/Grate (Orifice Controls 649 cfs @ 8.26 fps)
Rererer1C~
Nodn
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OLD
MERIDIAN PROFESSIONAL
Ci\RMEL, INDIAN.""
VILLAGE
1111
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JU:"l<;! 22', 2007
CSO Architects
r~ AltoBC
Builciflg Bw;;in<!.>~ Cornnulll[ies for SUUBSS
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Hamilton County
Unincorporated Are
180080
126TH
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9.58' 07.5"
86.09' 22. 5 "
City of Carmel
(Extraterritorial Jurisdiction)
180081
Hamil ton County
Unincorporated Areas
180080
APPROXIMATE SCALE
500 0
I---l I--l I---l
500 FEET
I
NATIONAl fLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
HAMILTON COUNTY,
INDIANA
AND INCORPORATED AREAS
c
\SI:;E MAP INDEX FOA PANELS NOT PR.INTEDJ
~ ~ SUFF~X
1$OOIJI 0,11'
looOoo o~m
~OOOIn
c
N"liu tc lhiQ!"; ThM MAP IiUN5E~ Ihoio.'n ~aw ~-tiglJil:ltJ. woo
~III'I I'Jllidr.Q 1Mj:l c.rdl'>r.l: h C.DMMUNITY NlJM8Ell. :shO'MI
..t....... lihwld be 'JH~ go In:!IW'''~ ~UOo1tiQr.., 1<:1f the wtjllC1
CQrnMlInfr,..
MAP NUMBER
18057C0207F
EFFECTIVE DATE:
FEBRUARY 19. 2003
Federal Emergency Management Agency
This is an offidi3:1 copy of a portion orthe above referenced flood map. It
was extracted using F-MIT On-Une. This map does not .reflect cllanges
or amendments wnich may have been made $ubsequent to the date an th-e
title block, For the latest product ihformation about NationaJ Flood Insur<'lncc
Program -noed maps check the FEMA Flood Map Store at ............./\N.msc,fem.~Lgov