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Home My WebLink AboutApplication -. u 10 ADLS/ADLS AMENDMENT APPLICATION Architectural Design, Lighting, Landscaping and Signage ADLS Fees: $834.00 plus $111.00 per acre ADLS AMEND Fees: Sign only: $277.50, plus $55.50/sign Building/Site: $556.00, plus $55.50/acre 1\ ~ RECElVED MAR -. 2 2007 DOCS DATE: 3/2/07 DOCKET No.ty;t~t)lXF6 A-ow A-~ ADLS Received Date Stamp: xxx ADLS/Amend Checked By DP Attached Previous DP? Yes XXX No Name of Project: MIDWEST ISO Type of Project: SECURITY FENCING, GATES & MOUNDING Project Address: 701 CITY CENTER DRIVE Project Parcel ID #: .!.-.- ~ - ~ ~ -1- ~ - ~ 2- - 2. ---2 - ~ ---2 ~ . ~ ~ ~ Legal Description: (please use separate sheet and attach) Name of Applicant: SIMMONS ARCHITECTS, LLC Applicant Address: 305 E. NEW YORK STREET i INDIANAPOLIS, IN 46204 Contact Person: FREDERICK A. SIMMONS. AlA Telephone: (317) 656-3500 Fax No. (317) 656-3501 Emml: fsimmons@simmonsarchitects.net Name of H&P INVESTMENT PARTNERS-CARMEL, INC. Landowner: KEENAN DEVELOPMENT ASSOC. ,LLCTelephone: (803) 254-5000 Landowner Address: 1301 GERVAIS STREET, SUITE 805; COLUMBIA, SC 29201 Plot Size: 9.229 ACRES Zoning Classification: M3 Revised: 12/29/2006 S: \FORMS\PC Applications - current\2007 pc applications\ADLSAMEN .APP 2007.doc 1 Q (,) Present Use of Property: OFFICE BUILDING & DATA CENTER Proposed Use of Property: OFFICE BUILDING & DATA CENTER New Construction? Yes_No XXX NewIRevised Sign? Yes_NoJQQL Remodeled Construction: Yes_No XXX New Parking? Yes_No XXX New Landscaping? Yes XXX 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 LANDSCAPE NOTE: THE INTENT OF THE LANDSCAPE WORK IS TO REMOVE THE EXISTING AND STORE ON SITE UNTIL THE MOUND IS COMPLETED. ALL EXISTING PLANT MATERIALS WILL BE RE- INSTALLED IN ORIGINAL LOCATIONS. Revised: 12/29/2006 S: \FORMS\PC Applications - current\2007 pc applications\ADLSAMEN ,APP 2007.doc 2 o o ParkinS! (N/ A) No. of Spaces Provided: No. Spaces Required: Desie:n Information (N/ A) Type of Building: No. of Buildings: Square Footage: Height: No. of Stories_ Exterior Materials: Colors: Maximum No. of Tenants: Type of Uses: Water by: Sewer by: LIGHTING (N/ A) Type of Fixture: Height of Fixture: No. of Fixtures: Additional Lighting: * Plans to be submitted showing Foot-candle spreads at property lines, per the ordinance. SIGNAGE (N/ A) No. of Signs: Type of Signs: Location(s): Dimensions of each sign: Square Footage of each sign: Total Height of each sign: LANDSCAPING * Plans to be submitted showing plant types, sizes, and locations ******************************************** I the undersigned, to the best of my knowledge and belief, submit the above information as true and correct. Signature of Revised: 12/29/2006 S: \FORMS\PC Applications - current \2007 pc applications\ADLSAMEN .APP 2007.doc 3 Applicant: Q Title: OWNERS AGENT FREDERICK A. SIMMONS. AlA Date: 3/2/07 (Print) ******************************************** State of Indiana, SS: County of MARION Before me the undersigned, a Notary Public for MARION County, ,:State' of Indiana, personally appeared FREDERICK A. SIMMONsand acknowledged the /~:,~~ec1itio~l'q~ the foregoing instrument this 2ND day of MARCH ,20 07 j:~ ~ ' 'Co 'ssi Expires: JUNE 18, 2009 ::: ~-." Notary Public ~ ~- \CA~A' K. .- /' ' '-"- ~~ ~~ -'~-~A , .-....~ ........./"~ '. ," A...____-..- ._ CITY OF CARMEL AND CLAY TOWNSHIP DEPARTMENT OF COMMUNITY SERVICES (DOCS) 1 Civic Square, Carmel, IN 46032 (3rd floor) 571-2417 ARCHITECTURAL DESIGN, LIGHTING SIGNAGE REVIEW (REVIEW/APPROVAL) Procedure for Plan Commission For Business Zones, U.S. 31 Meridian Street Corridor, U.S. 431 Keystone Avenue Corridor and the U.S.421 Michigan Road Corridor 1. Allow plenty of time for review and approval process (approximately .two (2) months). 2. Discuss proposed project with DOCS staff (please call for an appointment to discuss review procedure and appropriate dates) first week of the month, works the best to begin a project. 3. INFORMATION NEEDED for formal DOCS staff and Plan Commission review: a. Two copies of formal application with required information b. Two copies of legal description c. Two location maps showing location of subject site, zoning and existing land uses of all adjacent properties. d. Two copies of a detailed site development plan showing: 1) Detailed drainage plan with drainage calculations. If project is in Clay Township, take to Kent Ward, County Surveyor (776-9626) and John South, U.S. Soil Conservation Service (773-1406). If project is in City of Carmel, discuss with Kate Boyle, City Engineer at 571-2441.. 2) Lighting plan - footcandle limits Revised: 12/29/2006 S: \FORMS\PC Applications - current \2007 pc applications\ADLSAMEN .AF? 2007.doc 4 Q o LAND DESCRIpnON A part of Block 7 in the Cannel Science and Technology Pork os recorded in Plat Book 13. pages 65 thnlu!#l 71 in the Office of the Recorder of Hamilton County, Indiana, more particulorty descnbed os follows: Commencing at the Intersection of the centerline of Gulford Road and Carmel OrNe os per the plot of Block 7 In the Carmel Science and Technology Porte (recorded In Plot Book 13. pages 65 through 71 In the OffIce of the Recorder of HamBton County. Indiana): thence North 00 degrees 18 minutes 08 seconds West (basis of bearing os per said plat) 45.00 feet to 0 point l)ing 45.00 feet (measured northerly in 0 perpend"lCUlar d"rection) from the centerline of plotted Carmel OrNe: thence South 89 degrees JO minutes 00 seconds West 64.91 feet parallel with the centerline of sold Carmel Drive to the paNT OF BEGINNING of this description: thence continue South 89 degrees JO minutes 00 seconds West 273.44 feet parallel with sold centerline to the paint of curvature of 0 CUM conCCM to the north, said point of curvature lying South 00 degrees 30 minutes 00 seconds East 655.00 feet from the radius point of said c:urw; thence westerly 14&02 feet oIong said CUM to 0 point l)ing South 12 degrees 26 minutes 54 seconds West 655.00 feet from the rad ius point of said curve and being on the proposed right-of-way line of the roadway improvements shown on plans by the Indiana Department of Transportation (Project No. SlP 9929 ( ) R/Yf) dated 1999) (the following seven (7) courses ore parallel with the centerllnes of sold plans): (1) thence North 68 degrees 54 minutes 29 seconds West 42.18 feet to 0 point on a non-tangent curve concave ~o the northeast, said point l)ing South 16 degrees 07 minutes 35 seconds West 650.00 feet from the rocrws poid of sol d CUM and lying SO.OO feet (measured northerly in 0 perpendicular direction) from the centerline of said Carmel DriW; (2) thence westerly and northwesterly 188.67 feet along soid curve to a point of compound curwture, sold point lying South 32 degrees 45 minutes 26 seconds West 650.00 feet from the radius point thereof and l)ing South 32 degrees 45 minutes 26 seconds West 25.00 feet from the radius point of said compound cune; (3) thence northerly 43.08 feet along said curve to Its point of tangency , said point lying North 48 degrees 30 minutes 00 seconds West 25.00 feet from the radius point thereof and I)inQ 70.00 feet (measured easterly In 0 perpendicular Ifrectlon) from soid centerf'me: (4) thence North 41 degrees 30 minutes 00 seconds East 26.37 feet to the point of curwture of 0 CUMl conCCM to the northwest, said point of curwture l)ing South 4B degrees JO minutes 00 seconds East no.OO feet from the ralflLls point of sold curve; (5) thence northeasterly 318.70 feet along said CUM to its point of tangency, said point of tangency l)ing South 72 degrees 12 minutes 52 seconds East 770.00 feet from the radius point of soid curve; (6) thence North 17 degrees 47 minutes 08 seconds East 88.44 feet to the point of curwture of a curve concCNI to the southeast, soid point of cUrwWre lying North 72 ~ 12 minutes 52 seconds West 530.00 feet from the rocflUS point of said curve; (7) thence northeasterly 589.80 feet oIong said CUM to the point of campound curwture, said point l)ing North 08 degrees 27 minutes 14 seconds West 530.00 feet from the radius point thereof and l)ing North 08 degrees 27 minutes 14 seconas West 25.00 feet from the radius point of soid compound curve; thence southeasterly 42.83 feet along sold curve to its point of tongency. soid pailt l)VIg North 89 degrees 41 minutes 52 seconds East 25.00 feet from the radws point thereof and l)VIg 40.00 feet (measured westerly in a perpendicular direction) from the centerline of GuDford Rood os per said plot; thence South 00 degrees 18 minutes 08 seconds East 835.16 feet parallel with the centerline of sold GuDford Rood to the point of curwture of o curve concow to the northwest, soid point of cul'YOture l)ing North 89 degrees 41 minutes 52 seconds East 25.00 feet from the rOOlUs point of said curve; thence southwsterly 39.18 feet along said CUM to 0 point lying South 00 degrees 30 minutes 00 seconds East 25.00 feet from the radius point of said CUM and the POINT OF BEGINNING containing 9.299 acres, more or less. ". . . ~,"' I ",,,. ~ '~ 1 i' " ~ .3b L11,',." ~' ;;r!lr '11" . ~~.;n, ~;!:l ~ 'ii'v.:: . ".,' ~' 'I I j j I I I i I I I ~ J I i C""'(,,,,,,=-,""""""'-~"-7'""''''''''':"7:~'''-~-~:-;--':<_''-~~',",,~~~,,,,-,,,,,,,,,,,~._~.__7'~~__I [ I I I L__~,~_ I i I I__p Jl I- I i ! __ T.ld.......J The Impasse Trident is made of high-tensile steel corrugated pales that rise above the topmost rail and terminate with a menacing triple-pointed and splayed spear tip, Spiked points extend upward from the rails between each pale to prevent a grip or foothold by climbers. 2-5 Rail 6' or 8' post spacing r'''~''-'--'''-'--'--''-'----''---- I j"lfupasse-Strcmgoolil --Ii> - - - - -- - - -1~ , I I I I I I i I 2-5 Rail I 6' or 8' post spacing ! I " I i The blunt, slightly rounded tip of the Stronghold offers strength where necessary, while providing safety for the general public. The Stronghold features the same structural configurations of its high-security counterparts, .~~ ~- ~:,p... Jjr