HomeMy WebLinkAboutPacket 06-18-02
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PRESENTATION PACKAGE
CARMEL/CLA Y PLANNING COMMISSION
FOR
ilJ Fifth Third Bank
NORTHEAST CORNER OF
u.S. HIGHWAY 421 and RETAIL PARKWAY
CARMEL, INDIANA
DA TE:
JUNE 18, 2002
PREPARED BY:
THE SCHNEIDER CORPORATION
6845 E. U.S. 36, Suite 500
Avon, Indiana 46123
'-~
Schneider
and
KLUMP & ASSOCIATES ARCHITECTS, INC.
700 Pete Rose Way, Suite 360
Cincinnati,OH 45203
Kl & ASSOCIATI<:S
A It C HlI-I<OOP
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Presentation Package
FIFTHlTHIRD BANK
Carmel/Clay Planning Commission
Docket #ADLS-XXX-XX
TABLE OF CONTENTS
Subject
Tab
Project Information
. General Project Information
. T AC Correspondence
1
Location Map & Survey
. Aerial Photo
. AL T A Survey
. Legal Description
2
Plans
. Colored Site Plan
. Site Development Plan
. Landscape Plan
3
Elevations
. Colored Elevations
4
Signage
. Proposed Sign Area Calculations
. Proposed Building Mounted Signage
. Building Mounted Sign Detail
. Signage Photographs
5
Lighting
. Site Photometric Plan
. Cut Sheets for Light Fixtures
6
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FIFTHlTHIRD BANK
us 421 & Retail Parkway, Carmel, IN
General Information
Name of Project:
Addressnocation:
Type of Project:
Applicant:
Telephone:
Contact Person:
Telephone:
Legal Description:
Fifth/Third Bank Branch Office
NEC US 421 & Retail Parkway
4179 s.f. Single story bank branch office w/drive-thru
Klump & Associates Architects, Inc. (Jeff Hartley - Project Architect)
(513) 455-5005
Klump & Associates Architects, Inc. (Jeff Hartley - Project Architect)
(513) 455-5005
A part of Block D of West Carmel Center as per plat thereof recorded as
Instrument #200000057496 in Plat Cabinet 2, slide 515 in the records of
Hamilton County, Indiana and being located in the Northeast Quarter of
Section 7, Township 17 North, Range 3 East in Clay Township, Hamilton
County, Indiana being bounded as follows:
Commencing at the Southeast Comer of the Northwest Quarter of Section
7, Township 17 North, Range 3 East; thence North 00 degrees 25 minutes
52 seconds West (assumed bearing) 691.98 feet along the East line of said
Northwest Quarter to the northwestern right-of-way line of Retail Parkway
(ref: see the plat for Block D of West Carmel Center recorded as
instrument #200000057496 in Plat Cabinet 2, Slide 515 in the records of
Hamilton County, Indiana); thence South 53 degrees 53 minutes 18
seconds West 298.61 feet along the northwestern right-of-way line of
Retail Parkway to the POINT OF BEGINNING of this description; thence
North 36 degrees 06 minutes 42 seconds West 208.66 feet; thence South
53 degrees 53 minutes 18 seconds West 217.91 feet to the eastern right-of-
way US 421 (Michigan Road) as per said plat, said point being on a non-
tangent curve concave to the east and being South 68 degrees 58 minutes
12 seconds West 229,118.12 feet from the radius point of said curve;
thence southerly 113.85 feet along the eastern right-of-way line of US 421
(Michigan Road) and along said curve to northwestern right-of-way line of
Retail Parkway, said point being South 68 degrees 56 minutes 30 seconds
West 229,118.12 feet from the radius point of said curve, the following six
(6) courses are along the northwestern right-of-way line of Retail
Parkway; 1) thence South 64 degrees 59 minutes 41 seconds East 39.57
feet; 2) thence North 67 degrees 59 minutes 34 seconds East 45.41 feet to
the point of curvature of a curve to the right, said point being North 22
degrees 00 minutes 26 seconds West 44.50 feet from the radius point of
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Land Area:
Zoning:
Owner:
Parkine;
Parking Required:
Parking Provided:
Desi2l1 Information
Type of Building:
No. of Buildings:
Square Footage:
Height:
No of Stories:
Water Service:
Sewer Service:
said curve; 3) thence easterly 17.09 feet along said curve to its point of
tangency, said point of tangency being North 00 degrees 00 minutes 00
seconds East 44.50 feet from the radius point of said curve; 4) thence
North 90 degrees 00 minutes 00 seconds East 44.50 feet to a point on a
non-tangent curve concave to the north, said point being South 00 degrees
20 minutes 23 seconds East 103.88 feet from the radius point of said
curve; 5) thence easterly and northeasterly 63.07 feet along said curve to a
point being South 35 degrees 07 minus 32 seconds East 103.88 feet from
the radius point of said curve; 6) thence North 53 degrees 53 minutes 18
seconds East 74.08 feet to the POINT OF BEGINNING containing 1.000
acres, more or less.
1.00 acres
B-3, Special Use
Fifth\Third Bank
Fifth Third Center
Cincinnati, OH 45263
1 space/300 s.f.
4,179 s.f.l300 = 14 spaces
Regular (onsite) 26
Handicap 2
Shared (offsite) 21
TOTAL 49
Wood/masonry wlbrick veneer
1
4,179 s.f.
28 feet
1
Indianapolis Water Company
Clay Township Regional Sewer District
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City of Carmel
VIA FAX: 513-455-5009
Original by mail
March 27, 2002
Jeffery C. Klump
Klump & Associates
700 West Pete Rose Way, Suite 360
Cincinnati, Ohio 45203
RE: 5/3 Bank- US 421: Initial Review
Dear Mr. Klump:
This letter is in response to the plans we reviewed for the proposed 5/3Bank at the northeast comer ofDS 421 and
Retail Parkway. The following comments need to be addressed and/or plans/applications updated accordingly:
C'..eneral:
1. A Replat for Block D of West Carmel Center must be submitted. This will require signature by all owners
of real estate within the Block. The one-acre parcel is not currently recognized by the Zoning Ordinance as
a legal parcel. This application can be submitted prior to or concurrently with the Development Plan
Amendment.
Develnpment Plan Amendment:
v(
02.
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Redraw 60' Building setback Line along Retail Parkway to follow right-of-way contour.
Section 23C.8.3 requires a 15' rear yard setback. The Canopy portion of the building must meet this
setback (revise plans accordingly).
The minimum parking requirement is one space per 300 square feet of gross floor area. 27 spaces have
been provided. The minimum parking requirements have been greatly exceeded. If necessary the four
spaces along US 421 could be deleted and the building moved forward to meet the 15' rear yard
requirement.
We will administratively approve the drive-thru layout. As we discussed the ordinance required stacking
for five vehicles for teller window(s). We will consider the provision offour teller lanes with stacking for
four cars per lane as meeting this requirement.
As we discussed individual access will not be permitted onto Retail Parkway. (revise plans accordingly)
This is an area where you could gain additional parking spaces.
6. Display Target site improvements on site plan. The drive aisles within the target site shall align with access
into this site. We have concern with the drive access located in close proximity to Retail Parkway. Drivers
waiting at the entrance to turn left into the site may block the drive. Provide a detail of the drive on the
Target site.
7. Access shall be provided between this site and the adjacent outlot. A common ingress/egress may be
considered.
Display all improvements within the right-of-way.
The n1inimum building base planting width for the side of the building facing US 421 is 10'. All other sides
of the building require a minimum of 5' in width.
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Page 1
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
317/571-2417
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ADLS;.
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43.
/4.
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11'8.
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10.
The minimum building height is 20' measured at the roofline. This applies to all portions of the
building. Avoid long uninterrupted roof planes. I would encourage a two (2)-story design. A 1 Y2-story
design is required. I need additional elevations to fully evaluate the proposed design. However,
modifications are necessary for the proposed building to meet the minimum specifications.
Additional attention needs to be paid toward section 23C.9 regarding Architectural Design
Requirements. It is my understanding based on our conversations that Target may have placed some
unrealistic restrictions on this outlot area. Height restrictions specifically. We should discuss this
further. Submit to us a copy of any covenants or restrictions on the property.
Submit Landscape Plan.
Submit lighting plan to illustrate property lines and meet maximum of 0.3 footcandles at all property
lines.
Note that the maximum light pole height is 24 feet per Section 23C.12.B.
All signage will require approval by the Plan Commission.
The site is permitted two signs based on the frontage. These signs must face the subject frontages.
Based on the setbacks and building frontage a sign on the south elevation could be 80 square feet in
area and a sign on the west elevation could be 75 square feet in area.
A sign on the north elevation would require a variance.
A sign for the Target exists on the parcel today. Locate this sign on the plans. With subdivision of the
parcel the ground sign would no longer be located on Target site. Off-premise signs require a variance
from the Board of Zoning Appeals.
If you have any questions or if I may be of assistance please do not hesitate to call.
Sincerely,
t~
I ~~::mmg Administrator
53Us42! -Review!.rtf
Page 2
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
317/571-2417
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MAY-13-2002 MON 03:22 PM CARMEL COMMUNITY SVCS
FAX NO, 317 571 2426
p, 01
CARMEL/CLAY TECHNICAL ADVISORY COl\1l\flTTEE
AGENDA
Date:
Place:
Q.oo $I m
Q'10 Am
9./iO A m
10'009 m
10'10 Am
1O.~40 p m
11'00Am
May 22, 2002
Department of Community Services Conference Room
3rd Floor - Carmel City Hall
Village of West Cay, CpJIUDerclal Building No.2 (Construction Plans)
The site is located at the southeast comer of 131 Ie Street and Towne Road within the
Village of West Clay. The site is zoned PUDlPlanned Unit Development (Z-330).
Filed by Dave Sexton of the Sclmeider Corporation for Bren:wick TND Communities.
Village of West Clay~ Section 3004, Block C; Townhomes
(Secondary Plat &. Construction Plans)
The site is located at the southeast comer of 131 ~ S1reet and Towne Road within the
--
Village of West Clay. The site is zonedPUDlPlanned V~ velopment (Z-330).
Filed by Dave Sexton of the Schneider C~'9OJ'""r'" '<: 1ND Conmnmities.
West Carmel Center, Block D, ~ot-""" 'Pment Plan)
The applicant seeks develop'~"" .,' 'ial institution.
Filed by Jeffery C. ~",.. .
"
Hayden Run, Sect ct.
The site is located \
west of Towne Road.
Filed by Edward E. F~ 1. 4...
" t)\ I
Settlers Ridge at Haver'~
The site is located northv.
S-l/residence.
Filed by Edward E. Flemin.
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'y one half mile
'l:x Homes.
't.n8)
, is zoned
.......
,..A Homes.
Williams Ridge Snbdivislon (l
The site is located on the north si,
is zoned R-l/R.esidence.
Filed by David R. Barnes o{Weihe 'g~ers.
"/
.. mile west of Gray Road. The site
Old National Bank.. Carmel Banking Center (Development Plan)
Petitioner seeks approval to Remodel and expand the existing building (Walden
Bookstore) into a financial institution. The site is located at 1430 South
Rangeline Road. The site is zoned B-3/Business.
Filed by J. William White of AJ. Armstrong, Inc.
-Next p~- .-. . .
Post-It" Fax Note
To ~~ (-+(lH-I
Co.lDept.
PhOne #I
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Fax'S, 3 cfS:)'-StPc
Ptlonell7 t7 S7 ( 2-Yr7
Fax It ~
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MAY-24-2002 FRI 03:57 PM CARMEL COMMUNITY SVCS
FAX NO. 317 571 2426
P. 03
~..~
west Carmel Center, Block D. Lot 2 - Fifth Third Bank ~nl Plan) 67-02
Dr AmendJADLS '"
The applicant seeks development plan approval to constmct a financial . . n.
~~h~C~~~~&~~ ~
Dan Schnur gave an overview of the project. Also in attendance were Jeff Hartley,
Klump &Associates, Tim Kling, Fifth Third Bank, and Tom Engle, Barnes & Thornburg.
The location is proposed for part of Block B of West Cannel Center. It is at the comer of
Retail Parkway and U.S. 421. This is a prototype bank building with walk in and drive
thru facilities. There will be five drive-thru bays and 40 parking spaces. This is above
the requirement. However, there will be 12 to 15 employees needing the extra parking.
There is also some proposed shared parking with the development on the outlot to the
north. Access will also be shared. The petitioner has attempted to align access with
Target's access points. Some comment letters have been received. Jeff Hartley stated
this is not a full sprinkler system.. There will be some limited sprinkled area for storage
and the mechanical room. This is somewhat of a hybrid, The petitioner needs to
determine if this will still require remote fire department connection. Discussion is
needed for a solution acceptable to all parties, A Knox box will be located on the
building. Jeff Hartley stated there is no basement and the total height will be 28 feet.
The building appears to be two stories, but is a story and a half. There is a question on
the location ofthe sanitary sewer connection. The petitioner has shown a comection
where there is not likely to be a sewer lateral in close proximity to this lot. Mr. Schnur
will determine how many laterals exist and if the sewer district has any "as built"
infonnation on the sewer and location of laterals. They can then determine how far it is
to existing laterals from the site. A detenn.ination will be made to either ask for a new
lateral comection or get their lateral to the existing location. Jay Alley, CRWD, wrote
comments stating the District would not allow a direct comection to the main along US
421, which appears to be represented on tbe plans received. Building permits for this
project should not be issued unless the District has issued connection permits. Mr.
Schnur expressed a desire to work with the District.
Steve Broennann stated there is no access or work to be done in the public right of way,
He will write a comment letter this week.
Chuck Shupperd stated there is gas on Retail Parkway. Gas will be used for heating, The
load requirements are needed to size the meter. Fifth Third Bank should call Vectren for
a service request.
Steve Cash needs an outlet request for this proj eet. It is available on the County website.
The charge will be $150 for a commercial lot. Dan Sclmur proposed using the existing
three storm inlets and beehive. They do not plan to add to the drainage system except to
tie in roof drainage. Steve Cash responded that each parcel is required to submit one.
John South did not write a letter. He stated this small site is part of the larger project and
must go through NO! procedure and follow Rule 5 guidelines. He needs construction
S:TechnicalAdvisoryCommittee\Minutes\tac2002may
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MAY-24-2002 FRI 03:58 PM CARMEL COMMUNITY SVCS
FAX NO. 317 571 2426
I ~+OA!
N. yt-l.t\~ ~
r~~ sequence for the project. The existing.inlet along u.s. ~21 n~ the ri~jway needs
protection before the start of constnlction. Mr. South thinks 1t 1S a beehiv'~ ~~
Gary Hoyt gave the petitioner his original letter. He will check other buildings th~,,,
JJ!f a partial sprinkler system and run off City water. Mr. Hoyt will check code. He ;;~
size infonnation. A Knox box should be at the front entrance. Applications are available
from the Fire Department. The box can be surface mounted or recessed. The secure box
does not have to be visible from the street.
Tom Skolak will get in touch with Fifth Third Bank before mail service is started. He
will find a box location for them, Bill Akers, Carmel Communications. will assign the
address. The petitioner would prefer a Michigan Road Address. Mr. Dobosiewicz stated
the address is assigned off the front of the building.
Scott Brewer spoke with Jon Dobosiewicz about the site last month. He did not write
comments. An updated set of plans, with landscape plans, is needed. Dan Schnur
believes Target will complain that the landscape requirement will block visibility of their
monument sign.
Jon Dobosiewicz does not suggest pursuing that. The requirements were in place earlier.
This should have been reviewed at that time. A variance is needed for the sign because it
is now off site. Mr. Dobosiewicz will make suggestions pursuant to a variance being
filed.. Target should contact the Department of Community Services. Landscaping along
U.S. 421 should be extended to be consistent with Ordinance requirements. The lighting
plan must be revised to show 0.3 candlepower at altlot lines. A cut sheet is needed. The
maximum height permitted for poles is 28 feet. A wall mounted cut sheet is also needed.
His other comments were in regard to architecture and design. They will be reviewed at
committee. All other comments of Mr. Dobosiewicz;s letter of March 27,2002 have been
addressed satisfactorily. As part of the ADLS submittal, the ATM, signage and color,
should be shown. A color photo will suffice. The Commission is unlikely to approve the
color red. Landscape plans must be given to Scott Brewer. His comments are needed
prior to their Plan Commission presentation, Detailed signage information is needed.
American Consulting will file the petition for the June 18th meeting. Final action will be
in July by the Plan Commission. The public hearing will be June 18, the matter will be
sent to committee, and then back to the full Plan Commission in July. The docket
number is 67-02 DP Amend/ADLS.
/
Hayden Run, Sectio econdary Plat & ~nstruction Plans) 68-02 SP
The site is located on the sou 'de ofWe~31st Street approximately one
halfmile west of Towne Road. Th . e' zoned S-l/Residential.
Filed by Edward E. Fleming of Sto e & Associates, Inc. for Centex
Homes,
s :TechnicalAdvisoryCommittee\Minutes\tac2002may
P. 04
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MAY-16-2002 THU 08:04 AM CARMEL COMMUNITY SVCS
FAX NO, 317 571 2426
p, 02
Johnson, Sue E
From:
Sent:
To:
Cc:
Subject:
Dobosiewicz, Jon C
Tuesday, May 14, 2002 3:33 PM
Johnson, Sue E
LiIIig, Laurence M; Lawrence, Ke/li A; Hollibaugh, Mike P; Hanson, Brian P
Docket Number Assignment - DP Amend/ADLS; West Carmel Center, Block 0, Lot 2- Fifth
Third Bank
Sue Ellen,
Please issue the necessary Docket Number for the West Carmel Center, Block D, Lot 2- Fifth Third Bank,
DP AmendlADLS. It will be the following:
~t'l
*"-02 DP AmendlADLS $630 + $700
Total Fee: $1,330
iQt)
Docket No._Ol DP AmeqdlADLS; West Carmel Center, Block D, Lot 2- Fifth Third Bank
The applicant seeks amended development plan and ADLS approval to construct a financial institution. The site
is located at the northeast comer of US 421 and Retail Parkway. The site is zoned B-3/Business and is subject
to the requirements of the US 421/Michigan Road Overlay Zone.
Filed by Jeffery Hartley of Klump & Associates.
Please Dote the foUowing:
· This Item will appear on the Wednesday, May 22nd agenda of the Technical Advisory Committee.
· Mailed and Published Public Notice needs to occur no later than Friday, May 24, 2002.
· Ten (20) Informational Packets must be delivered to Plan Commission Secretary Ramona Hancock. no later
than noon, Friday, June 7, 2002. Failure to submit Informational Packets by this time will result in the tabling
of the petition to the Tuesday, July 16, 2002, agenda of the Plan Commission.
· Proof of Notice wilI need to be received by this Department no later than noon, MondaYt June 17. 2002.
Failure to submit Proof of Notice by this time will result in the tabling of the petition.
· This Item will appear on the June 18,2002, agenda of the Plan Commission under Public Hearings.
· This Item will also appear on the July 2,2002, agenda of the Plan Commission Subdivision Committee.
· The petitioner will need to provide fifteen'(15) fully ruled out Findings.of-Fact sheets for the DP Amendment
the ni.ght of the meeting at which the Plan Commission takes final action on the request. Please remember to fill
out the Docket No. and date on each findings sheet for the Commission.
Please contact Jeff Hartley at 513-455-5005 (Fax: 513-455-5009) with this infonnation. Once the docket is
assigned please return the file to my office.
Thanks,
Jon
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MAY-21-2002 TUE 08:37 AM CARMEL COMMUNITY SVCS
FAX NO, 317 571 2426
P. 02
Johnson, Sue E
From:
Sent:
To:
Jay Alley [Jay@ctrwd.org]
Monday, May 20, 2002 4:03 PM
rfarrand@ccs.k12.in.us; DHiII@ci.carmel.in.us; DJenkins@ci.carmel.in.us;
Ghoyt@ci.carmel.in.usi JKendall@ci.carmel.in.us: JPFoster@ci.carmel.in.us;
MBrisco@ci.carmel.in.us; MFogarty@cLcarmel.in.usi ParksPrograms@ci.carmel.in.us;
PPace@ci.carmel.in.usi PWilliams@ci.carmel.in.us; RAuler@cLcarmel.in.us;
SJohnson@ci.carmel.in.us: W Akers@ci.carmel.in.us: rmcclain@cinergy.com;
thomas.ordway@cinergy.comi sprater@cmsenergy.com; sjb@co.hamilton.in.us;
stc@co.hamilton.in.us; john-south@iaswccl.org; rahendricks@in-hc-lepc.org:
tina.alexander@IWCR.com: jeff.s.rice@msg.ameritech.com; tony.holmes@twcable.com:
tskolak@usps.gov: cshupperd@Vectren.com
josek@brenwick.com; Candy Feltner; r1auritsen@slmaco.com
Re: May 22,2002 TAC Comments
Cc:
SUbject:
Hello everyone:
Following are CTRWO comments on the agenda items effecting our sanitary sewers or service
area for the May 22nd TAC meeting. Please feel free to copy and distribute this email or
attach it to your meeting minutes. We have also created a new page on our website linked
to the "Construction" page where we have posted all CTRWD TAC oomments from 2001 and 2002
meetings held to date. We will continue to add to this page every month so please let
everyone know they can view our comments online now too.
Village of West Clay Commercial Building No.2
Our comments remain the ~ame from last month: District specifications should be added to
the plans. The plans are not clear as to the location of the sewer connection. Building
permits should NOT be issued unless the District has issued connection permits. The
developer needs to submit current plans to the Distriot for review.
Village of West Clay, section 3004, BlookC, Townhomes
The plans received by the District only show the mainline sewer for the development but
there must be individual connections for each unit in each building in oase these are sold
as condominiums. Revised plans need to be submitted showing each building with its own
individual oonnection to the Diserict's sewer along with an address list for permits and
inspections. Building permit~ should NOT be issued unless the District has issued
connection permits.
West Carmel Center Block D, Lot 2 - 5th 3rd Bank
The plans show a questionable connection to sanitary sewers along US 421. The project
developers will need to consult with the District as to the appropriate lateral oonnection
point which may be within the West Carmel Center development, not along US 421. In any
event, the Distriot will not allow a direct connection to the main along US 421 which
appears to be represented on the plans we received. Building permits should NOT be issued
unless the District has issued conneotion permits.
Hayden Run Section 2
The Oistrict has received plans but it is unclear whether the developer ha~ sent a set to
the District's consulting engineers at Samuel L. Moore & Associates for review. Please
have the petitioner do so if they have not already.
Hamilton Crossing Building No. S
It was our understanding that this project had been abandoned. AS such. the District needs
current plans to review, so please advise the developer to provide plans. SUilding permits
should NOT be issued unless the District has issued connection permits.
Dixie Hi-Way Addition Lot B Rezone
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05/16/2002 THU 15:49 FAX 317 272 0412
SCHNEIDER ENGINEERING
.;i<;;\~\:'".~:~;\h,,:'" '.
Q1t:; ~{C~i~~l
Carmel I1~li.~~::::~~partment
~C"':''''''S> . ....;
Ca~:..~~~!t:~6032
.::'.,~::'!~s~~;.
May 7. 2002
Mr. Dan Schnur
Schneider
6845 E. US 36, Suite 500
Avon, Indiana 46123
RE: Job#4179.001
Dear Mr. Schnur:
I have received and reviewed the information fot'the above-mentioned
project.
At the present time, I see nothing in the plans that would hamper law
enforcement efforts.
If we can be of any further assistance to you, please contact us.
Respectfully,
;:t!:::--
Acting Chief of Police
TJG:vb
cc: Dept. of Community Services
(:517) 571-2500
~...,
~~~~;;:S~
A Nationally Accredited. taw: Enforcement Agency
~~~.2~~~~
III 002
Fax (31n S71~2512
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VOf~~f~VV~ "~V V~;~~ rAA ~~I ~/~ V~~~
~~W~~lu~n ~~bl~~~nl~b
~UUl
HAMILTON COUNTY
HIGHWAY DEPARTMENT
May 22, 2002
Mr. Dan Schnur
Schneider Corporation
6845 Eat US 36, Suite 500
Avon, Indiana 46123
RE: 51t1/3td Bank
Site Plans
.... ..... N of Retail Parkway I E of US 4?1.. .
Clay Township
Dear Mr. Schnur
This letter serves to acknowledge receipt of a transmittal received 5/6/02 containing the plans for
the above-mentioned project. After reviewing the plans the Highway Department has the following .
comments:
1. Any work to be performed within the right of way of Retail Parkway will require permits from
the Highway Department. Before any work is scheduled, please contact the Highway
Department if permits are needed. It appears at this time no permits will be needed.
2. Please note on the Landscaping Plan that decorative signs, sprinkler systems, trees,
landscaping mounds, light poles or other such amenities are not permitted in the right of way.
If you have any questions or comments concerning this letter, please feel free to contact me at
anytime.
Sincerely,
/#/~-
Steven J. Broermann
Staff Engineer
cc;
Jon DObosieWici .
Steve Cash
G:\USERS\SB\02TAC\05-22-OZ.5lh-3rd.doc
. '::::' '..
1700 South lOlh Street
Noblesville, In. 46060
. . ",
. ~ ':-;.'. ~
: . ....-, ". '.
~ww .co.hamilton.in.us
Office (317) 773-7770
:Fax (317) 716-9814
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City of Carmel
Fire Department Headquarters
2 CIVIC SQUARE
CARMEL, INDIANA 46032
317/571-2600
Dan Schnur,
Schneider Corporation
6845 US 36, Suite 600
Avon, IN 46123
RE: 5/3rd Bank @ Retail Parkway
LETTER OF APPROVAL
The undersigned has reviewed the proposed plans for
5/3rd Bank @ Retail Parkway
and has approved the plans subject to the following:
1. Is the building to have a fire sprinkler system? If so, an exterior entrance to the riser room will be
required and a meeting will need to be scheduled to discuss the location of the fire department
connection.
2. What are the height of the buildings and with the buildings have basements?
3. We are requesting the installation of a Knox box on the exterior of the building for fire
department emergency access. An application for the Knox box can be obtained through our
office.
4.
5.
6.
Please respond to the above noted condition(s) in writing and submit to our office prior to the
scheduled Technical Advisory Meeting for this project.
Date: Mav 13. 2002
By: Gary Hoyt, Fire Marshal
Carmel Fire Department
Fire Prevention Saves Lives and Property
D
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Jeff Hartley
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From:
Sent:
To:
Cc:
Subject:
Hoyt, Gary A [Ghoyt@cLcarmel.in.us]
Tuesday, May 28, 2002 3:53 PM
'Jeff Hartley'
Dobosiewicz, Jon C
RE: Fifth Third Bank
D
Jeff, Thank you for your quick response. According to NFPA 13 under
4-6.2.1, exception #1 "Omission of the fire department connection shall be
permitted for systems having 20 sprinklers or less."
Given the design areas you have provided, I would speculate that you would
have less than 20 sprinkler heads, therefore not requiring a fire department
connection.
Thank you,
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Gary A. Hoyt, Fire Marshal
Carmel Fire Prevention Bureau
(317) 571-2600
D
> -----original Message-----
> From: Jeff Hartley [SMTP:jhartley@kpsarchitects.com]
> Sent: Tuesday, May 28, 2002 2:07 PM
> To: ghoyt@ci.carmel.in.us
> Subject: Fifth Third Bank
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> Gary,
>
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> In response to your request, the square footage for the limited area
> sprinkler heads are 160 for the mechanical room and 73 for the closet.
> Please let me know if you need any additional information.
>
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> Thank you.
>
> Jeff Hartley
> Klump & Associates Architects, Inc.
> 700 W. Pete Rose Way Suite 360
> Cincinnati, Ohio 45203
> (513) 455-5005 (p)
> (513) 455-5009 (f)
>
>
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EROSION AND SEDIMENT CONTROL PLAN
TECHNICAL REVIEW AND COMMENT
Hamilton County Soil and Water Conservation District
1108 South 9th Street, Noblesville IN 46060
Ph- 317-773-1432 or Email at john-south@iaswcd.org
PROJECT NAME:
5/3 Bank at US 421 and Retail Parkway
SUBMITTED BY:
Fifth Third Bank
Fifth Third Center MD 109091
Cincinnati, OH 45263
Schneider Corporation
6845 East US 36, Suite 500
Avon, IN 46123
REVIEWED BY:
John B. South P .E.
Certified Professional in Erosion and Sediment Control
PLAN REVIEW PROCEDURE: Site Visit Date:
Plan Review Date: 5/17/02
LOCATION:
East side of US 421 at Retail Parkway
LEGAL DESCRIPTION: Sec. 7,
TOWNSHIP: 1m
CIVIL TOWNSHIP: Clay
RANGE: 3E
SOIL SURVEY MAP SHEET: On Plans
The technical review and comments are intended to evaluate the completeness of the erosion and sediment control plan for the
project. The erosion and sediment control plan submitted was not reviewedfor the adequacy of the engineering design. All
practices included in the plan, as well as those recommended in the comments should be evaluated as to their feasibility by a
qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewed for local, state,
or federal permits that may be required to proceed with this project. Additional information, including design calculations may
be requested to further evaluate the erosion and sediment control plan.
The erosion and sediment control plan has been reviewed and it has been determined that the plan:
Satisfies the minimum requirements and intent of 327IAC 15-5 (Rule 5). Notification will be forwarded to the
Indiana Department of Environmental Management.
Refer to the comments section for additional information.
X Does not satisfy the minimum requirements and intent of 327IAC 15-5 (Rule 5); deficiencies are noted in the
checklist and in the comments section. Deficiencies constitute potential violations of the rule and must be
adequately addressed for compliance. The information necessary to satisfy the deficiencies must be submitted:
\
Proper implementation of the erosion and sediment control plan and inspections of the construction site by the developer or a
representative are necessary to minimize off-site sedimentation. The developer should be aware that unforeseen construction
activities and weather conditions may effect the performance of a practice or the erosion and sediment control plan. The plan
must be ajlexible document, with provisions to modify or substitute practices as necessary.
Revised 4 I 97
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EROSION AND SEDINlENT CONTROL PLAN
TECHNICAL REVIEW
COMMENTS
PROJECT:
5/3 Bank at US 421 and Retail Parkway
Page 2 of2
Note: All erosion and sediment control measures shown on the plans and referenced in tills review must meet the design
criteria, standards, and specifications outlined in the "Indiana Handbookfor Erosion Control in Developing Areas" from the
Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documents.
1. A unique construction sequence is needed for this project.
2. The existing inlet along US421 needs to be protected prior to construction.
Because this site is part of a larger common plan of development, an NO! for Rule 5 will need to be
submitted to IDEM.
Cc: Cannel DOCS
Ha. Co. Surveyor
Ha. Co. Highway
File
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May 14, 2002
Schneider Corporation
6845 E. US 36, Suite 500
Avon, Indiana 46123
Dear Mr. Schnur:
Hamilton County Sheriff's Department
A Tradition of Service Since 1823
18100 CUMBERLAND ROAD
NOBLESVILLE. INDIANA 46060
ADMIN. (317) 773.1872
EMER. (317) 773.1282
L. JOE COOK
SHERIFF
We have reviewed the drawings for the 5/3rd Bank to be located at 421 and Retail Parkway.
We find no public safety issues that would impact this development.
Sincerely,
L. Joe Cook
Sheriff, Hamilton County
UC/cg
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Map1
SCALE 1 : 6,000
N
"""""i 1m-=! ~
500 0
!
500
FEET
1,000
I
1,500
!~
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http://www.co.hamilton.in.us/maps/county . mwf
Wednesday, June 05, 2002 1 :36 PM
AREA MAP
NOT TO SCALe
Land Description
A port of Block D of West Carmel Center os per plot thereof recorded
os Instrument 1200000057496 in Plot Cabinet 2, slide 515 in the
records of Homillon County, Indiana ond bein9 located in Ihe Northest
Quarter of Section 7, Township 17 North, Ronge 3 East in Cloy
Township, Hamilton County, Indiana being bounded os follows:
Commencing at the Soulheosl Corner of the Northwest Quarter of
Section 7, Township 17 Norlh, Range 3 East; thence North 00 degrees
25 minutes 52 seconds West (assumed bearing) 691.98 feet along the
Eosl line of said Northwest Quarter 10 the northweslern right-of-way
line of Retail Parkway (ref: see Ihe plot for Block D of West Cromel
Center recorded os instrument 6200000057496 in Plot Cobinel 2, Slide
515 in the records of Hamilton County, Indiana); Ihence South 53
degrees 53 minutes 18 seconds Wesl 298.61 feet along the
norlhwestern right-of-way line of Reloil Parkway 10 the POINT Of
BEGINNtNG of this description; thence North 36 degrees 06 minutes 42
seconds West 208.66 feet; thence South 53 degrees 53 minutes 18
seconds West 217.91 feet to Ihe eoslern righl-of-woy US 421
(Michigan Rood) os per said pial, said point being on 0 non-Iongenl
curve concave to the eosl and being South 68 degrees 58 minutes 12
seconds Wesl 229,118.12 feet from Ihe radius point of said curve;
thence southerly 113.85 feel along the eoslern righl-of-woy line of US
421 (Michigan Rood) and along said curve to northwestern
right-of-way line of Retail Parkway, said point being South 68 degrees
56 minutes 30 seconds West 229,118.12 feet from the rodius poinl of
said curve, the folowing six (6) courses are along the northwestern
right-of-way line of Retail Parkway; t) thence Soulh 64 degrees 59
minutes 41 seconds East 39.57 feet; 2) thence Norlh 67 degrees 59
minutes 34 seconds East 45.41 feet 10 Ihe point of curvature of 0
curve to the right, said point being North 22 degrees 00 minutes 26
seconds Wesl 44.50 feet from the radius poinl of said curve; 3)
thence eoslerly 17.09 feel along said curve to its point of tangency,
said point of tangency being North 00 degrees 00 minutes 00 seconds
East 44.50 feel from Ihe radius point of said curve; 4) thence North
90 degrees 00 minutes 00 seconds East 44.50 feet 10 0 point on 0
non-tangent curve concave to the north, said point being South 00
degrees 20 minules 23 seconds Eosl 103.88 feet from the radius point
of said curve; 5) thence easterly and northeasterly 63.07 feet along
said curve to 0 point being South 3S degrees 07 minus 32 seconds
Eosl 103.88 feet from the radius point of said curve; 6) thence North
53 degrees 53 minutes 18 seconds East 74.08 feet to Ihe POINT Of
BEGINNING conloining 1.000 acres, more or less.
BENCHMARKS
Benchmark: 1.21 miles S.E. Zionsville. O.24i mile N.W. 01 intersection
01 US 421 and W. 1061h Streel, on E. side or us 421, set in lop of
cone. post, 0.5' above ground, U.S.C. &. G.5. Benchmark Tablet,
stomped 's 78 1946" (NGVIl 29) found. Efev.=901.375
TBM 11: chiseled R 0 R wesl side 01 lighl pole, lop of cone. bose,
3rd island N., E. side 01 site. Elev.=893.01
T8J.4 #2: cut "X" on N.W. bolt of firehydronl, 1st islood N., E. side of
site. Etev.=B93.21
SlllIl H!T
IDo81l1,Q4
*fHV. S. 111" Ra>-1l85.60
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BLOCK 0
WEST CARMEL CENTER
Instr. 1200000057496
Plot Cabinet 2, Slide 515
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THIS DA,I,WfG.IMlI Ta: 10[,t,S. Il[S1GHS N10
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IlEPRQIIUCED.1N IIIttIlLE DR IN PART. .IHOUI
JHE _Tt'fN ~',I,~~ ~IDER
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Schneider
tHE SCHNEIDER CDRPOOA llDN
Avon Office
6845 East U.S. 36
Suite 500
Avon, IN 46123
Telephone: 317.272.0108
Fox: 317.272.0412
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS. US
Home Builder Services
Interior Design
Land Surveying
Landscape Mchitecture
Transportation Engineering
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Inslr, 1200000050551
Glendale Partners of Wesl Cormel, LLC
Inslr. 1200000050549
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CURVE DE!:... \ :J
.6= 00'01'42" \
~ = 229,118.12'
T = 56.92'
L = 113.85'
Ch. Lngth. = 113.85'
Ch. Brng. = 52ro2'39"E
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CAPPlDR(B.Vl rWllD ASl101{II
4179.001
BJ.C.
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.6 = 22"00'26"
R = 44.50'
T = 8.65'
L = 17.09'
Ch. Lngth. = 16.gg'
Ch. Brng. = N78'59'47"E
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Land TiUe Survey
DRA~Gf1LES
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ONE
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.6= 34'47'09"
R = 103.88'
T = 32.54'
L = 63.07'
Ch. Lngth. = 62.10'
Ch. Brng. = N72"16'OtE
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DETAIL
RET~l PARKWAY R1GHT-(J"-WAY AlONG PROPOSED lOT DOCS NOT AGREE \\11" PlATTED R1GHT-(J"-WAY.
DETAIL /x:
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SCALE 1" = 60'
_ NlRT~DARY 2~[ TRAC~
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Overall Block D West Carmel Center
0.6. = IlIrfJl'SI' tC2'.6.. 01',8'31'
~ R = 229;28.72' ~ R = 368.4S'
T=6L6l!' T=5.1l2'
L = 1232" l = 11.63'
C = 1232'" C :II U.63'
N 20'"58'13"' V N 37'00'58- lJ
fC3\.6. = 111"'9'02'
~ R = 298.45'
T = 47,8tY
L = 94.73'
C = 94.31'
S 'S'31'l4' [
Q.6. =111"'9'111'
'C/ R = 711.45'
T = 117.119'
L = 233.6S'
C = 232.60'
S 4S'31'14' E
fc5\.6. = 1lIrfJ2'07' fC6\.6.. 17'06'04'
~ R = 229,128.72' \:::V R . 378.45'
T := 70.32' T = 56.90'
L :II 140.64' L "" 112.96'
C = 14D.64' C I: 112.54'
N 21'05'1J8' W S 46'22"2' E
f'C7\.6. = 18'49'01'
~ R = 87522'
T = 1'5.02'
L = 287....
C = 286.15'
S '5'31'13' E
@).6. . 22'00'26'
R = ".50'
T = 8.6S'
L = 17119'
C = 16.99'
S 78"59'47' W
Q.6. = 89'49'51'
ev R = 20.00'
T = 19.9"
L = 31.36'
C = 28.2"
S 81'11'46' E
@.6. = 05"2'38'
I::::;7R=212.DCY
T = laS7'
L = 21.13'
C = 21.12'
S 33'IS'2]' [
fc8\.6. = 34'47'1l9'
II::Y R = 103.88'
T = 32.54'
l = 63.lI7'
C = 62lO'
S 72'16'02' W
i@I .6. = 01l'1l6'12'
I::Y R = 229.118.12'
T = 206.86'
L :;: 413.72'
C = 413.72'
S 21'00'24' E
fi2\.6. . 05'52'47'
~ R -188.:34'
T = 9.67'
L = 19.33'
C .. 19.32'
N 33'20'27' W
@.6. = 00'01'42'
R = 22911812'
T = 5&.92'
L = 113.85'
C . 113.85'
S 21'02'39' E
G.6. =00'04'30'
~ R = 229118.12'
T . 149.94'
L = 299.87'
C = 299.8r
S 20'S9'33' E
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~
~::: wllllliti. 865, Artid. 1, OIapter 12 of the Jdicma Adm.lstrm;,.. Code ("Rul. 12'). tile following obsenotion. ond
opinions en submitted regonfng the various uncertoillies in t~e locations of the li1es and corners estoblish-ed this survey as D
result of uncertointies in reference monumentolion; in record ~escriptions ond plots; in lines of occupation; ond os introclJced by
random error. in measuremenl ('Theoreticol Uncertainty'). Ther. may be un.nl1en ri;>t. associated willi lIIese uncerlo~ties. The
dient should assum. lIIere Is on omounl of uncerto.ty along ...y line equoI in magnltude to the dlscreponcy in the locetion of tile
lines of possession from lIIe ""'red lines. I .
There may De diff.enc:es of deed cfmensiont versus measured, dimensions along the boundary lines shown hereon and. Iiewlse.
there may be found surwy markers necr. but not precisely at.\~e boundary comers. In cases where the mog'litude of these
cI1fferences ore less lIIon III. Theoreticol Uncerlainty .tot.d *. less !lion the Positionol ToIeranc. (staled in lIIe certillCOlion in
lIIe case of on foI.TA/ArsM Lond liU. Su...y). ond less !lion the uncertainty id.ntified for 11I0 reference monumenlolion (crlSCllSSed
below~ the differences may be considered ilsigniflccrlt md Ofe:' shown only for purposes of mothemaUcal dosure. SUch dlfferences
11I01 ore 9'eo1er 1II0n III. Theor.tical Uncertoint~ Positionol Talerance ond III. uncertainty in reference monumenlotion should be
considered worthy of notice CJId ore therefcre discussed furth~ :Jelow.
Unless otherwise noted or depicted hereon. there Is no evidence of occupation dong the perineter lines of the subject tract AD
lIUf'\l8y monuments set << found this survey CD'e flush with existing "ode unless otherwise noted.
The Theoreticol Uncertainty (duo 10 rondom erren in measur.ment) of tile comers of 11I0 subject tract established IIIIs _y is
elthin 11I0 spocIficetion. for 0 Closs B SuMY (0.25 f..t) as dOllied in lAC B65.
This project ODS 0 retrotement lUM!yof 0 portion of Block 0 of West Cermd Center, proposed lol 2. eIlidlls currenti, being
r.-p1oU.d by American Consulting. fn~ Th. 'West Cermd Cenl" SecorIdery Pial Block D', recorded in Plot Cabinet 2. Slid. 515,
ond on foI.TA/1.CSIl Lond litie Survey (belli of eIlich were preWed by Amerlcon Consulting. Inc.) wer. used os reference. We .....
provided with a c:apy of the unrecorded re-ptot. which is the bOsis of the boundary. Monumentotlon foond agrees with the re-plot
within- the Ooss B SurWly limitations. The lot has been created os 0 cut out of 0 Iorger tract; therefore there Is no uncertainty
due 10 description or occupation. I '.
2. The cxcurocy of any ftood hazard data shown on this repad Is subject to mop scale uncertcmty and to any other uncertainty
in Iocotion or d....tion on III. referenced Flood Insurance RotelYop. Th. wllllin descrI>ed troc1 of lond lies within Rood HozonI
Zon. C (..... of minim" flooding, unlhoded) os scid troc1 plols by scaI. on Community Pond Number 180081 0011 C III. nood
Inuance Rol. Yaps for lIIe aty of Cormd, Homiton County, Indlono (map. doled Yo, 19, 1981).
3. Oenenhlp information indicated hereon is os identified in rnty or Township records or on titie work prO'lided by olllers.
4. Th. subjecl tract Is zoned B-3. 5pecIol Use, per III. Zoning Yop, for III. City of Cormd/Cloy Township. The selbad<
requirements for B-3 zoning con be Yllriable. trmsitionol and sUbject to legal iltefJlrelotion, therefore. setboc:k Ines en not
depicted hereon, unless shown on pIal
5. The within plat and SUfYIly were prepared without benefit afl current eW:Ience of SOLII'ce of tiUe for the subject tract or
odpiners and ore therefore subject to any statement of facts reveded by emnination of such documents.
Certificate of SuMy
foI. TA/1.CSIl Lond litl. Su_
To: Fifth Third Bonk ond Klump " Associates, ~~
This is to certify that this mop or plot and the survey on which it Is based were made in occordonce with -"lnimum Standard
D.toP Requoements for foI.TA/ArsM lond lille SuMys: jointly eslabllshed ond adopted by foI.TA, ACSII, AND NSPS in 1999, ond
indudes Item. 1-4. 50 8. 10. 11(0) ond 13 of TabI. A lIIer..f. Punuont to tile A<curocy Slondord. os adopled by foI.TA, N5I'S,
and ACSM ond In effect on the date of this certification, undersigned further certifies that the survey measurements were made In
occordonce willi III. "IIininum .In~.. O~tonce, ond 0..... Requirements for Su_ _rements 'Mlich Control lond Boundories
for foI.TA/ACSII Lond liU. SuMys." To the besl of my knowledge ond beref III. wllIIin plot oIso represent. 0 lIllM!y mode under
my supenision In accordance with Title 865, Article 1, ~ter 12 of the Indicrlo Administrative Code. The field work for this survey
eo. performed on April 9, 2002. Th. topogroph~ dalo oas go1hered using stondord rodiol surw}ing techniques willi on Bectronic
total station CI'Id data collector. Elewtions on hard surfaces or structures en accurate to within 0.05 feet. ete\'Otions on noturof
surfaces ore accurate to withfl 0.1 feel Contours ore plotted based upon interpolation of spot elevations shown hereon and ore
occurate to generally within one holf contour intervol. I
!
Bryon F. Collin
Reg~tered lond SuM,... 1910012
AprP 23, 2002
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!HE SCHNEIDER CORPORA11ON
AYOt"I OffICe
6845 Eost U.S. 36
Suite 500
Avon. IN 46123
Telephone: 317.272.0108
Fall:: 317.272.0412
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS' US
Home Builder Services
Interior Design
land Surveying
landscape Architecture
Transportation Engineering
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Land Description
Apart of Block D of West Carmel Center as per plat thereof recorded as Instrument
#200000057496 in Plat Cabinet 2, slide 515 in the records of Hamilton County, Indiana
and being located in the Northeast Quarter of Section 7, Township 17 North, Range 3
East in Clay Township, Hamilton County, Indiana being bounded as follows:
Commencing at the Southeast Corner of the Northwest Quarter of Section 7, Township
17 North, Range 3 East; thence North 00 degrees 25 minutes 52 seconds West (assumed
bearing) 691.98 feet along the East line of said Northwest Quarter to the northwestern
right-of-way line of Retail Parkway (ref: see the plat for Block D of West Carmel Center
recorded as instrument #200000057496 in Plat Cabinet 2, Slide 515 in the records of
Hamilton County, Indiana); thence South 53 degrees 53 minutes 18 seconds West 298.61
feet along the northwestern right-of-way line of Retail Parkway to the POINT OF
BEGINNING of this description; thence North 36 degrees 06 minutes 42 seconds West
208.66 feet; thence South 53 degrees 53 minutes 18 seconds West 217.91 feet to the
eastern right-of-way US 421 (Michigan Road) as per said plat, said point being on a non-
tangent curve concave to the east and being South 68 degrees 58 minutes 12 seconds
West 229,118.12 feet from the radius point of said curve; thence southerly 113.85 feet
along the eastern right-of-way line of US 421 (Michigan Road) and along said curve to
northwestern right-of-way line of Retail Parkway, said point being South 68 degrees 56
minutes 30 seconds West 229,118.12 feet from the radius point of said curve, the
following six (6) courses are along the northwestern right-of-way line of Retail Parkway;
1) thence South 64 degrees 59 minutes 41 seconds East 39.57 feet; 2) thence North 67
degrees 59 minutes 34 seconds East 45.41 feet to the point of curvature of a curve to the
right, said point being North 22 degrees 00 minutes 26 seconds West 44.50 feet from the
radius point of said curve; 3) thence easterly 17.09 feet along said curve to its point of
tangency, said point of tangency being North 00 degrees 00 minutes 00 seconds East
44.50 feet from the radius point of said curve; 4) thence North 90 degrees 00 minutes 00
seconds East 44.50 feet to a point on a non-tangent curve concave to the north, said point
being South 00 degrees 20 minutes 23 seconds East 103.88 feet from the radius point of
said curve; 5) thence easterly and northeasterly 63.07 feet along said curve to a point
being South 35 degrees 07 minus 32 seconds East 103.88 feet from the radius point of
said curve; 6) thence North 53 degrees 53 minutes 18 seconds East 74.08 feet to the
POINT OF BEGINNING containing 1.000 acres, more or less.
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R = 229,118.12'
T = 56.92'
L = 113.85'
Ch. Lngth. = 113.85'
Ch. Bmg. = 521 '02'39"E
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R = 44.50'
T = 8.65'
L = 17.09'
Ch. Lngth. = 16.99'
Ch. Bmg. = N78'59'47"E
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R = 103.88'
T = 32.54'
L = 63.07'
Ch. Lngth. = 62.10'
Ch. Bmg. = N7216'02'E
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1. IUIlADIJSAfI)attERlIlSISICIISAlRt
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2. IT SHAU. BE 1ME IIESPOCSIIIIJT'fE (AQt
SlIIaII1RAC1tII m 'ttJIfY IU DIS1WD
U1IJ1O NIl lXIIIIlIONS POfT.-..G TO 1tI:
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"IT'S THE LAW
W2mlClCMYSEEFtRE'flIjDIG
1-800-382-5544
c.ou.11ll.fRII
PER INIlWtA STAlI lAW 1S-G-1191.
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1 st>aco po' JOO ...r. 14 Sp<<a
(4.119 Ll t)
PABIIC IlIlrMD
REIJ.UR 47 Sp<<a
HAIlIIICAP Z Sp<<a
TOTAl 49 Sp<<a
(1NQJDlC Z1 9lARED P_ SPACES)
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Land Oescri>tian
A part of Black 0 of West Cormel Cenler as per pial Ihereaf recorded
as Instrumenl #200000057496 in Pial Cabinel 2, slide 515 in the
records of Hamillon Counly, Indiono and being localed in Ihe Norlhesl
Quarler of Seclion 7, Township 17 North, Range 3 Easl in Clay
Township, HomDlon County, Indiana being bounded as fallows:
Commencing 01 Ihe Soulheasl Carner of Ihe Northwesl Quarter of
Seclion 7, Townshi> 17 No'jth, Range 3 Easl; Ihence Norlh 00 degrees
25 minules 52 seconds Webl (assumed bearing) 691.98 feet along the
East line of said Norlhwesll Quarler to Ihe northweslern right-of-way
line of Reloil Parkway (ref: see the pial far Block 0 of Wesl Cramel
Cenler recorded as instrumenl #200000057496 in Pial Cobinet 2, Slide
515 in Ihe records of Hamillon Counly, Indiana); thence South 53
degrees 53 minules 18 sedands Wesl 298.61 feel along Ihe
northweslem righi-of-way [line of Relail Parkway 10 Ihe POINT Of
BEGINNING of this descriplion; thence Narlh J6 degrees 06 minutes 42
seconds Wesl 208.66 feel; I thence Soulh 53 degrees 53 minutes 18
seconds Wesl 217.91 feel 10 the easlern righl-of-way US 421
(Michigan Rood) as per saio pial, said paint being on a non-Iongent
curve concove 10 the easl 'ond being Soulh 68 degrees 58 minules 12
seconds Wesl 229,118.12 fdel tram Ihe radius point of said curve;
Ihence southerly 113.85 feet along the easlern right-of-way line of US
421 (Michigan Rood) and a\ang said curve 10 norlhweslem
righl-of-way line of Relail\Parkway, said point being Soulh 68 degrees
56 minules 30 seconds WeSl 229,118.12 feel from Ihe radius point of
said curve, the talawing si~ (6) courses are along Ihe norlhwestern
righl-of-way line of Relail [Parkway; 1) Ihence Soulh 64 degrees 59
minules 41 seconds Eosl 39.57 feet; 2) Ihence Norlh 67 degrees 59
minules J4 seconds East 45.41 feet 10 the paint of curvalure of a
curve to the right, said po~t being Narlh 22 degrees 00 minutes 26
seconds Wesl 44.50 feel from Ihe radius point of said curve; 3)
Ihence easterly 17.09 feel ~Iang said curve to its point of tangency,
said point of langency beihg North 00 degrees 00 minules 00 seconds
East 44.50 feel fram Ihe radius point of said curve; 4) thence North
90 degrees 00 minutes 00 I seconds Easl 44.50 feel 10 a point on a
non-Iongent curve concave to the norlh, said point being South 00
degrees 20 minules 23 seconds Easl 103.88 feel from Ihe radius point
of said curve; 5) Ihence e?sterly and norlheaslerly 63.07 feet along
said curve 10 a point bein!1 Soulh J5 degrees 07 minus 32 seconds
Easl 103.88 feel fram the 1radius paint of said cur...; 6) Ihence North
53 degrees 53 minules 18 iseconds Easl 74.08 feet to the POINT Of
BEGINNING conlaining 1.000 acres, mare or less.
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tHE SCHNEIDER CllRPORA~OH
A\'OO Office
6845 East U.s. 36
Suite 500
Avon, IN 46123
Telephone: 317.272.0108
Fox: 317.272.0412
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS . US
Home BuUder Services
Interior Design
Lond Surve)'ing
Landscape Architecture
Transportation Engineering
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GlRNElRAlL NOO'lBS
1. 11lE ClWTRACTlll SHAll. lOCAl[ AND \fRIFY 11lE ElIIS1ENCE IF AU.
UlIUnES PllKIR TO STARlING 1!JlK.
2. 11lE ClWTRACTlll SHAll. SlJPPLY AU. PlANT MATERIALS IN
QUANnTES Sl.ffIClENT TO talPlEl[ 11lE PlANTING AS _ ON
DRAlINGS.
J. AllIlATERIAl SHAll. aJIFDRIl TO 1llE GIJIlElHS ESTAIlISHID BY
THE CURRENT 'AMERICAN ASSllCIATlON IF NURSERY STlICK",
PUBUSHID BY THE AMERICAN ASSllCIA TlON IF NURSERYlIEN DR
EQUVAlfNT.
4. NO PlANT SHAll. BE PUT INTO 11lE GROOND BEFORE R<IUQl GR!llING
HAS BEEN FINISHED AND API'RO\{[l.
5. All. PlANTS SHAll. BEAR 1llE SAME RELA_ TO FINISHED
GRADE IltFDRE PlANTS _ OUe.
6. All. PlANTS SHAll. BE IlAlIm AND lIRAPPED al CONTAINER GROIlN
AS SP[CflED. NO CONTAMR GROIN STlIQ( 1I11. BE ACCEP1[O IF
IT IS ROOT BOUNO. AU. ROOT lIlAPPlNG MA1tIIAl. MAIlE IF
SYNTHEnCS al PlASTICS SHAll. BE REIIO\(I) AT THE TIllE IF
PlANnNe.
7. 11TH CONTAlIER GROIlN STOCK. 11lE CONTAlIER SHAll. BE REMO\{!)
AND THE CONTAMR BAll SHAll. BE QJT _ 1llE SURfACE IN
T'Ml 1otRTICAI. LOGATIONS.
8. 11lE DAY PllKIR TO PL\NlING, 1llE LOGAnONS IF All. TREES ANa
SHRIllS SHAll. BE STAKED FDR APPROVAl BY 11lE OlTN[R'S
REPRESENTATM.
9. THE LANDSCAPE CONTRACTDR SHAll. REFER TO THE ClWTllACT
SPEClFlCAnONS Fal AIlOlnONAl REOUIREIlENTS
10. GUARANl[[ NEW PLANT IIATERIAl TIfI(lJQl ONE CALENDAR ~
IRON TIllE IF PftO\1SONAL ACCEPTANCE.
11. r THERE IS A IlIStREPANCY IIETllEEN 11lE NUlIIIER IF PLANTS
SHllItl ON 11lE PlANT UST, 11lE NUIlBER IF PlANTS _ ON THE
PlANS lIIU. TAKE PRECEDENCE.
12. CONTRACTDR SHAll. HEPAR IHY DAIIAGE TO PRa'ERTY fRlJl
PlANnNG ll'ERA nONS AT NO COST TO THE OIINER.
13. All. PlANnNG AREAS TO BE lIUl.CIED AS INllCA1[O ON DETAILS.
All. OTHER AREAS TO BE SOOOED.
'4. All. PlANTING AREAS ARE TO BE 11RGA1[O.
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KEY BOTANICAL HAIlE Q1Y. CONO. RfMARICS fIIItIlg-,- ~
AG 9 B&:B HI.; 6' tall min. ~-'_1.alInI ;;
BT urea Nmo 65 B&:B HI. I
CC 5 B&:B [,11.; 6' tall min. ----- ll81 a w.aooElool l>
CK 13 B&:B E.II.; 6' tall min. -- ...... _1M I
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fA '4 B&:B E.II.; 8' tall min. '0' f>I6g fh IlJlhnl I
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SCALE: 1"=20'
"IT'S THE LAW"
CAll. 2 ....,; 0A'lS EERIE 'IDJ IK
1-800-382-5544
w....F1ltt
fI(R IIUNA SlAlE LA' &-fSt-1991.
JT IS ACMm 1HE LA' m EXCAYA1[
'IlHlJJT NOlf'I'IC H IIURlJlCUI)
LOCA1IllO SIIMCE 1m (2) ........
DAlS IIERRE CXIIIEMCIC ...
~~
Schneider
THE SCHNEIDER CORPORA nON
Avon Office
6845 East U.S. 36
Suite 500
Avon, IN 46123
Telephone: 317.272.0108
Fax: 317.272.0412
www.schneidercorp.com
Architecture
Civil Enqineerinq
Environmental Engineering
Geotechnical Services
GIS . LIS
Home Builder Services
Interior Oesiqn
land Surveyinq
landscape Architecture
Transportation Engineering
LANDSCAPE
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SCALE: 118" ~ L '.0"
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Kl & ASSOCIATES
ARCH~Emp
I:'(COIPORATID
LoBgWOrfb Hall Saitt: 36t
711 W.Pete RMe Way
CiBdBU.D. 00 .5203
rei, (513) 45S-5815
Fu:: (513) 4SS-sut9
K-Mail: Arcllitc'l@fnIc.Dd"
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K021.14
IS HOlED
2/19/2002
J.eL
J.D.H.
02134-A3B
EliVAllONS
A-3
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WALL LETTERS - FACE-LIT HORIZONTAL
DIMENSION TABLE
OrH
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A C
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IF 0 W [ffi If [ffi 0 [led] [B3 (ill UTI [k
NOTE: Stroke width for letters is modified from
original artwork to accomodate neon.
SIZE & PROPORTIONAL GUIDELINES:
If the square footage allowable for your sign falls within the standard sign sizes
available, you must choose from one of the standard sizes.
...------- M (Depth - cabinet)
- N (Depth. shelld)
3.00 in.
6.00 In.
6.00 In.
6.00 In.
o (Depth. letters)
In the event that a sign larger or smaller than the standard sizes offered is
required, you must receive proper authorization from Corporate Facilities.
Please refer to Section 3 Quality Assurance (page 3,5) for contact information.
~ P (Depth - rule line)
9.125 In. 7.00 in.
21.00 in. 16.00 In.
2.75 In. 2.00in.
3.50 In. 2.625 in.
4.00 In. 3.125 in.
7.00 In. 5.375 In.
49.16 in. 37.44 in.
9.00 In. 7.00 In.
200.50 in. 152.75 in.
216.59 in. 165.18 In.
272.75 In. 208.00 in.
3.00 In. 3.00 in.
6.00 In. 6.00 In.
6.00 in. 6.00 In.
6.00 In. 6.00 In.
TOTAL SQUARE FOOTACE
COMPONENT METHOD
llA X H) + IC X J) + IE X C) + IE X K) divided by 144 Inches)
WLF72H (72), WLF49H (49), WLF29H (29)
SIDE VIEW
VALLEY CllY [5009 West River Drive
Comstocl< Park MI 49321
SIGN 616.784.5711 FAX 616.784.8280
www.valleydtyslgn.com
D l::::=J CJ r:=J CJ CJ
CJ
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(version 1.02)
Wall Letters - Face-lit Horizontal, Dimensions Table
r:=J
CJ
r:=J
r:=J
r:=J
CJ
r:=J
CJ
r:=J
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r::::::J
J m I lFowlro 1r~o[JdJ [E3@101)lk
NOTE Stroke width for each set of letters is modified
from original artwork to accommodate neon.
STRIPE DETAIL
NOT TO SCALE
brake formed
lexan face
neon
.100 aluminum-
(red stripe)
\ I'ALLEY CITY 15009 West River Drive
V, Comstock Park. MI 49321
SIGN 616.784.5711 FAX 616.784.8280
www.valleycltyslgn.com
E:J' CJ CJ r::=J CJ CJ
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WHITE BACKOROUND CABINET / NON-ILLUMINATED:
· White portion of logo to be a fabricated cabinet with .100 aluminum face.
· Cabinet to be painted Wyandotte Fifth Third Bank White #1AFR-02106.
· Sign to be mounted to exterior wall wi h-brackets.
LOGO SHIELD CABINET / BACK-LIT & FACE-LIT:
. Logo Shield to be fabricated aluminum cabinet.
· Outside of mbinet to be painted Wyandotte Fifth Third Bank Blue-Black #8AHU-33714.
· Inside of cabinet to be painted MAP White.
. Back to be .1875" thick clear lexan. Subsurface 3M Scotchcal Diffuser #3635-70 may be required
to soften edge around perimeter of shield.
. (5), (I) & (3) to be routed out and pushed thru with .375" thick clear plex. Plex to have surface
applied 3M Scotchcal White #3632-20 (translucent) & 3M Scotchcal Red #3632-33 (translucent) wi
subsurface applied 3M Scotchcal Diffuser #3635-70.
· Shield to be back-lit and face-lit with white neon.
· WLF29V: 60ma remote transformers. Location to be determined.
. WLF49V, WLF72V: 60ma internal transformers.
. Logo shield to be mounted to white background cabinet with 1.50" stand-offs. Shield to be
centered in white background.
ADDITIONAL SPECIFICATIONS:
· UL approval required.
· Disconnect switch location to be determined.
. Electrical exit locations to be determined.
FACE-LIT / EDOE LITE LETTERS:
. "Fifth Third Bank" copy to be fabricated aluminum face-lit letters (Edge Lite construction!.
. Outside of letters to be painted Wyandotte Fifth Third Bank White #1AFR-02106.
. Inside to be painted MAP White.
. Face to be .50" thick clear plex wi surface applied 3M Scotchcal White #3632-20 (translucent) and
subsurface applied 3M SCotchcal Diffuser #3635-70.
· Sides of .50" thick clear plex to be painted Wyandotte Fifth Third Bank White #1AFR-021 06.
. Internal illumination with white neon as required.
· WLF29V: 60ma remote transformers. Location to be determined.
. WLF49V, WLF72V: 60ma internal transformers.
· Letters to be mounted flush to wall.
FACE-LIT RULE LINE:
· Rule line to be brake formed aluminum.
. Outside of cabinet to be painted Wyandotte Fifth Third Bank Red #3AHU-33709.
· Inside to be painted MAP White.
· Face to be .1875" thick clear brake formed lexan wi surface applied 3M Scotchcal Red #3632-33
(translucent) and subsurface applied 3M Scotchcal Diffuser #3635-70.
· Internal illumination with red neon as required.
· WLF29V: 60ma remote transformers. Location to be determined.
· WLF49V, WLF72V: 60ma internal transformers.
· Rule line to be mounted flush to wall.
(version 1.02>
Wall Letters - Face-lit Horizontal, specifications
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THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF KING LIGHTING, INC.
NEITHER THE DOCUt.4ENT NOR THE INFORMATION IT CONTAINS MAYBE COPIED OR
USED BY ANY CDMPANY OTHER THAN THE COMPANY FOR WHICH IT WAS PREPARED
WITHOUT THE EXPUCIT CONSENT OF KING L1G1-1TING. INC. ANY VIOLATION MAY
RESULT IN APPROPRIATE LEGAL ACTION.
Design Criteria
-
'.--..
--.'--
--...........
Di",oimeI':
AGI end Gen/yt. hq\le made ~ effort. to ensure the qccuracy of their ptOgraml
ho_ AG/. Gentytl ond King LigIltHIg Inc. anum_ no IlablHty for lhe! decilJions
mode Itith Ih. -'stO'ne. of tII._ rfni9n prl:IpnmI& AcIUIJI light IewIe ptIltOlltd
by In-'oIled luminc/rM may dfffw from tII. "ght '1\I8W predIcted by AGI or Gennye
for 12 nurnb.,- of r1IglONi /twIudirrg (but not /imll8d to) -.ctrlQaI .uppIy. lqu/pm8nt
tolan:meea. iMtqllotlon d.talle. lamp/baJla8f lnten:rctlon, tlllImlCI' factor. ond
obdrvctlcn. from lrilhln thl fPGCI.
ROAD)
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"\€RACE:
AVE/llllrt
"All/A~
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FllllUltE lA'talT IS 8ASED ON ".1 LJC:HT LOSS FACTOR AND
REflECTANCE VIoLUES UNLESS IrfOTED OllttRWl1SE.
1N1[RIllR UOHlINO LnnS EXTEAlOR UOHlINO lE'VUS
Nt[ ~ AT "'F.G. ARE ~ AT (f-rr ""F.o.
LN.tS$ NOTm OTHER'lllllSE UNlESS NOTED OTMERWlS[
u,s,
DESIGN FllE: 53carmel.a32
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King Lighting, Inc.
StS IffMlilon .4I1ft1W', Sui" 3011
C.wogIDn. r.../ucq/ <lOll
(858) Z6/-5511 ,_ (858) Z6/-ZZZ8
__....,.."'A"'w......
Fifth' Third Bank
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SIlt PI.AN
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L~~~TIN4
TYPE:
CATALOG #:
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APPLICATION
SPECIFICATION FEATURES
The Galleria Area Light
achieves superior light
distribution by utilizing a
seamless reflector system,
making it the optimum choice
for almost any small or
medium area lighting
application. U.L. listed for wet
locations. CSA Certified.
A...Housing
Formed aluminum housing
with stamped reveal has
interior-welded seams for
structural integrity. Standard
color is bronze. Other finish
colors available. Consult your
Streetworks Representative.
Optional NEMA twistlock
photocontrol. ANSI
wattage/source label.
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B ...Ballast
Ballast is hard-mounted to
housing interior for cooler
operation. Optional removable
ballast tray.
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C ...Reflector
Spun and stamped anodized
aluminum reflector in vertical
lamp units, or hydroformed
anodized aluminum reflector in
horizontal lamp units.
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A.......--...
B.............-.
D
c......--..-........
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D..
E
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STREETWORKSe
D...Door
Formed aluminum door has
heavy-duty hinges, captive
retaining screws and is finished
in polyester powder coat
(Spider mount unit has steel
door).
E...Lens
Convex tempered glass lens
(Flat glass available. Consult
Streetworks Representative).
F...Mounting
Choice of spider or arm
mounting. Retrofit tenon
adapter available.
GMGALLERIA
AREA LIGHT
250-1000W
High Pressure Sodium
Metal Halide
AREA
LUMINA IRE
DIMENSIONS
o
ARM MOUNT
SPIDER MOUNT
r
103/4"
(273mm]
L ".,. =cr
1552mm) 6" or 14"
[152mmj or 1356mm)
D
---,
GMA
12" 1305mm]
GMB
15" [381mml
GMB
16" 1406mm]
I
D
TORS'"
DIRECT MOUI'n''nNON ADAPTER
ORDERING INfORMATION
o
NOTES: FittotrS for oth.r IlIIlOn ,i,..IIYllilab.. Cllf*Il1 your
St._orb Rep..........i..... Tenon .uptl' lor throogll bolt
mounted lumi....ira. StIlndolrd Idapllr ill bronzl painMd at_I
eetolo.
Nom'"
MA1010
MAlO"
MA101Z
MA1013
MA1014
MA1015
MA1016
MA1017
MAlO'S
T__
Slulln.1
31/20.0
31120.0
31120.0
31120.0
31120.0.
31{20.0
31120.0
23180.0
23180.0
.......
Conflaurlltion
1 Fhcture
2 Fixtur.1 lit lSO"
3 Fixturlt$lIt 120'
4 Fixturel It 90'
2 Fixturel lit 90.
2 Fixtur.,.llt 120"
3 Fixturel It 90"
1 Fixture
2Fixtureslt'BO"
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l-M- DrillIng for Arm Mounting)
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COOPER LIGHTING
McGRAW.EDISON DRilLING
PATTERN FOR ARM MOUNTING
9116-
dia.
holes
EPA
Effective Projected Area:
2.4 Square Feet
Approximate Net Wt: 79 Ibs.
ADW010603
...~..
r #-.'11 J
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PHOTOMETRies
GMGALLERIA AREA LIGHT
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4
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5 3 2
GMA40SWW3
400-Watt HPS
50,000-Lumen Lamp
Type III Vertical
ORDERING INFORMATION
4
345543210
GMA40MWWAR
400-Watt SMH
40,000-Lumen Lamp
Area Round
o
345
Footcandle Table
Select mounting height and read across for
footcandle values of each isofootcandle line.
Distance in units of mounting height.
Mounting
Height
GM
D E
20' 0.56 0.23
25' 0.36 0.14
3 .10
35' 1.47 0.73 0.37 0.18 0.07
40' 1.12 0.56 0.28 0.19 0.06
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SAMPLE NUMBER: GMA25SWWAR
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Product
Family'
GMA=Arm
GMB=Spider
23/8"-3"
0.0.
GMC=Spider
3 1/2" 0.0.
Lamp
Wattage
25=250
40=400
91=10006-8
Lamp
Type 2
S=HPS
M=MH
R=SMH
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Ballast
Type 2
W=CWA
C=CWI
M=Mag. Reg.
Voltage 2
2=120V
0=208V
4=240V
7=277V
8=480V
9=347V
W=Multi-Tap
wired 120V
N=Multi-Tap
wired 277V
V=Multi-Tap
wired 240V
Distribution
10=Type I MCO 3
20= Type II MCO 3
30= Type III MCO 3
3V= Type III
Vertical
FT=Forward
Throw 3
AR=Area Round 4
AS=Area Square 4
RW=Rectangular
Wide 4
Options (add as suffix) 6
1=Single Fuse, Internally Mounted (120, 277V)
2=Double Fuse, Internally Mounted (208, 240 & 480V)
4=Photocontrol Receptacle
6=White
7=Black
9=Grey
B=House Side Shield
H=Plug-in Starter Receptacle
T =Removable Ballast Tray
F=Flat Glass 7-1'
Accessories (order separately)
MA1004=14" Arm for Square Pole (EPA 1.0)
MA1005=6" Arm for Square Pole (EPA .5)
MA1006=Direct Mounting Kit for Square Pole
MA1007=14" Arm for Round Pole (EPA 1.0)
MA1008=6" Arm for Round Pole (EPA .5)
MA1009=Direct Mounting Kit for Round Pole
MA1029=Wall Bracket
MA1061=House Side Shield-Field Installed
OA1066=Pipe Adapter
o
NOTE: ' Standard color is bronze, other finish colors available. Consult your Streetworks Representative. 2 Refer to technical section for lamp/ballast/voltage
compatibility. 3 Horizontal lamp only. 4 Vertical lamp only. 6 When ordering options, order in alphanumeric order. 6 A reduced envelope BT37
lamp required. 7 Flat glass available for 10, 20, 3D, FT, and AR only. AR-400 MH requires E028 lamp. 8 1000W & 250 and 400 AR HPS not available in
Flat Glass.
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COO, Lighting
Visit our web site at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 ADW010603
NOTE: Specifications and dimensions subject to change without notice.
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C-c t L.I N ~
AT
Dt2\\/(- fMf2.u
DESCRIPTION
A low brightness 7" aperture
recessed downlight for use
with HPS lamps. Alzak@
specular reflector or black
Coilex Baffle minimizes
aperture brightness and
provides a 450 visual cutoff to
lamp. Socket cap adjusts for
high or low settings, providing
normal or wide distribution.
APPLICATION
Suitable for down lighting
where a smooth pattern of
light is desired-public areas,
lobbies, stores and reception
areas. Visually, this luminaire
provides a uniform beam with
a smooth edge.
H.............................................. ...
E.................
;C:"" ""~"
8............................
SPECIFICATION FEATURES
A ...Reflector
Specular clear or gold Alzak@
reflector, .040 spun aluminum.
Baffle is seamless black Coilex
Baffle.
B...Trim Ring
High impact polymer with satin
white finish.
C...Socket Cap
Heat dissipating die-cast .080
aluminum. Adjusts and locks
without tools for normal and
wide beam distributions.
D...Plaster Frame
Precision die stamped steel
frame. Bar Hanger brackets on
four sides. Trim supports
adjust to accommodate ceiling
materials up to 1 1/2" thick.
E...Bar Hangers
Two piece bar hangers
accommodate joist spacing up
to 24". Bar hangers can be
repositioned 900 to simplify
clearance for wiring.
F...Conduit Fittings
Die-cast screw tight
connectors.
G...Junction Box
U.L. listed for four in, four out
#12 at 750C pull through
branch wiring. Positioned on
ballast mounting bracket to
allow straight conduit runs.
Knockouts for eight 1/2" and
one 3/4" conduits. Access to
junction box by removing
reflector.
H ...Socket
Medium base porcelain socket
with nickel plated screw shell
(shipped with ballast).
I...Ballast
Quick mount plug-in ballast
with dual tap for 120/277V.
Ballast secures to mounting
frame with spring lock.
Labels
U.L. Listed, CSA Certified,
standard damp label, IBEW
union made.
......... ............1
I
9 3/8" High
[238mml
,............................................................... F
9" Low
[229mm]
:......................................................D
11-[17~~mJ-----11
L 71n" ---l
[191mmJ
81/4"
[210mmJ
Top View
~I
141/4"
JmmJ
L16"~
1406mmJ
HALO.
M700T-611 S
M700T-620S
M700T-630S
M700T-640S
35 W
50 W
70 W
100W
HPS
7" DOWNLlGHT
REFLECTOR
OR BAFFLE
ENERGY DATA
100W HPS
Input Watts:
Operating/Starting Current:
120V=
277V=
Power Factor: %
ORDERING INFORMATION
SAMPLE NUMBER: Ml00T-6115-1100c
Complete unit consists of housing, ballast and trim.
Housing
I ~~~~T I
Ballast
611S=35W HPS
(120V)
620S~50W HPS
(120n77V)
630S= 70W HPS
(120n77V)
640S=100W HPS
(120n77V)
COOPER LIGHTING
ceY
~
Specular Reflector
1700C=Clear
1700G=Gold
11/2" C Channel Bar
Hangers
HB26=26" Long
HB50~50" Long
NOTES: AJ:;cessories should be ordered separately. For additional
options please consult your Cooper lighting Representative.
Alzak. is a registered trademark of Aluminum Company of America.
Bame
1100BA=Black
Coilex
ADV000384
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05/02/42
14:54
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q(l.oVtJD
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DESCRIPTION
o
The compat;:t die-cast
aluminl,lm Falcon Floodlight
blends well in almost any
setting. It features lIn
adjustable stem mounting arm
which allows exceptional
mounting f1AJ1ibililY and light
I;ontrol. HID lamps provide
sizeable enellW SllIIings when
compared to tro\lditional PAR
lamps, and additional savings
in lowel1ld maintenance cost
due to longer lamp life. U.1..
1572 Ii$ted and labeled 10r wet
I~tions. CSA certified.
APPLICATION
0,
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The Fell;on Floodlight can be
wlIlI or pole mounted. mllllin9
it perfect for all commsrI;ial,
industrial and residential low
wattage floodlighting
applications,
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A--"
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B--...--
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E-....
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F-"""
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DIMENSIONS
o
Dl
81!/8'
:jml 0
l Zl/1l'[ ~
154mm)
9 llI4' D 314'
~n'lml 117'''''''.
o
COOPER LIGHTING
o
'5'5139617306
~tJT[:D
SPECIFICATION FEATURES
A...l;tclliH &, Latch
Tempered glass lens is impact.
lInd therm al shock-resistant.
Eaaily released die.cast door
frame with stainlcss steel
toolless latch allows easy
1I1;cess fOr reJamping.
B...Htlu$i"lI
Die-cast aluminurn housing
is finished in welilthel'o and
abrasion-resistant datk bronze
polyester powdet coat.
e-'Gnket
Full-circumference silicone
gasket sell Is out external
contaminant's.
BIZ COM ELECTRIC
f\ ~lu'(t..
D...$DCket
4KV pulse.rated medium.base
pOrl;elain lamp socket fat HID
lamps.
e"'Reflllctor
Forrned....luminum stippled
reflector optimites beam
effil;iency and ControL
P...Mounling
Adjustable stem mountill9 arm
fits 1/2. NPS Outlet box cOlfer.
(Ree round outlet box covet
not included. Order
separately).
l4J 002/004
LUMARKe
FFFALCON
35-150W
High P'lIullr. SOdium
Mel~1 H..lid.
~OW WATTAGE
FLOODLIGHT
ENERGY DATA
II_Or Balli'" Input Wills
35W HPS NPF 1411 WlIttlI}
5I1N HPS NPF (51 W.lr51
7fffl HPS NPF 1112 WIltSl
10tfW HPS I'lPF 1119WlmI)
lsl1W HP$ NPF 1'7~ W8tll1
High _lIIIIIast IlIfIUlWlnw
OOW 1\11" NPF 1&11 Wmsl
7f1oN MH NPF !!4 _I
'QOw MH NPF (128 Watts!
ADHI1I121B
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05/02/42
D
PHOTOMETRies
14:54
B5139617306
BIZ COM ELECTRIC
141'003/004
FFFA~CON
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HPFF.150.UOV-LL
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o
ORDERING INfORMATION
$"....Lt NUMBER: H"FF.50.t20V.LL
o
o
UrnpTJPII
HPalli;~
P_it
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nOCK CATALOG NUMBER, HPFF50
D
D
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Pressure
Sodium
MH-MoloI
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-
FF-F."Dn
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YRld.. DF .1ICh isofDOIC4lPdI. IIn.. llItrsnc:e In Imi15 Df
mounllng halght.
MDundng '---'''''''-for
Ihllq,,, 1..-1..InB
II BCD E
lID' 4.50 US 1.13 0.5& 0.23
25' 2.1llI 1.U 0.72 Cl.38 0.14
:!O" 2.00 1.00 0.60 Cl.20 0.10
Mountlng .nglt.15"
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i:
F_
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Power
Fl!IGtar.
0pIIci0Ia ltd~ 81.dITbCI
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P!-F.......,.lnslIIll.~ 'nltrrl.1 PftOlOCCln!l'Ol
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wtrr.\VPIII. Finilh
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mndlrrl DrdlrtnQ tnrorrPIlllan . add
~p.lana .nd ~.."'..
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_. ClIUlO!l_
I1I'1'f1iG HPFF-sO.1:zov.U.
Hl'FF7o HPI'F-7a-12OV-U.
HFFF10 HPFF-l0Cl.120V.u.
HPFF1S IiPFF-1SO-12O\<U.
1Io\11FF50 MHFF-IICl-12ClV-ll.
MHFF70 MH~~-7a-I:lOV-lL
MHFF10 MHFI'-1ClC).1201loU.
NOTES! I Nat ...il.l. in m...IMlI..
. ProtfUm lIDO aontlabl. in nan-U5 '10111I11" and..wu .. in"maliaMl ,.,....ca. Can.uk "ena". lor IV.nlbllity .and 1""'"1 inl~rmalraft.
. W.d[wn-ha", "mg In;llIdIU.
o
o
D
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coo=:. Lighting
o
UIIIIp
TJPlI/IllIse
HPliIModlu,"
HPSIM.dlum
f4PS/IIIIodIU,"
HI'S/M.dlu,"
MH/McIdlum
MHIM.dlum
MHlMlldlum
Loanp
"'_
so
70
lOll
150
50
70
100
Valtallll
1~OV
1211V
1~av
1211V
UlJII
120V
120V
._1I
Stem
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Stem
St.m
51em
St.m
ShIm
N.t
\lb..)
B
B
B
B
B
B
e
Sfilpplng
IIaIume (aI.ft.l
.~
.46
.~
.46
."
.45
.45
1II0'1l; SpHIIlcnton. Ind dimon,lonIlUbjIe1la dllnDIIIII _molll nllla..
VIaIt DlII' web _ at _.._COopetligllting.DDm
Cu8tom.r Firat Center 1121 Hillhwoy 74 SQulh Poa~h1ro8 CItY. GA 30269 770.488.4800 !'AX 770.411B.4801 - ADH991218