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HomeMy WebLinkAboutApplication ADLSAl) /ADLS AMENDMENT AJ''l ,CATION (ARCHITECTURAL DESIGN, LIGHTING/LANDSCAPING, and SIGNAGE) ADLS Fee: $903 (plus $120 /acre when not accompanied by a Development Plan App.) ADLS Apia TD Fees: Sign only: $298, plus $59.50 /sign; Building/Site: $601, plus $59 -50 /acre (Note: fees are due after the application receives a docket number, and not before.) Date: JANUARY 15, 2010 XX ADLS DP Attached NEl.ly of Project: MIDjLE EXPANSION Type of Project: COMMERCIAL DATA CENTER Project 701 CITY CENTER DRIVE CARMEL, IN 46032 Address: Project Parcel ID 6_ 9_ -_3_ .6_- A _CL -_2.(} O_IL L_ 0_0_ Legal Description: (please use separate sheet and attach) Name of Applicant: FREDERICK A. SIMMONS, AIA SIMMONS ARCHITECT'S. LLC Applicant Address: 305 EAST NEW YORK STREET INDIANAPOLIS, IN 46204 Contact Person: FREDERICK A. SIM IN A_TAPhone: 117 /656 '1500 Fax No. 317/656 -3501 Docket No. ADLS Amend Previous DP? Yes XX No Email :fsimmons @simmonsarchitects. Name of Landowner: MIDWEST INDEPENDENT TRANS Phone: _317/249 SYSTEM OPERATOR INC. Landowner Address: 720 CITY CENTER DRIVE CARMEL, IN 46032 Plot Size: 9.299 ACRES Zoning Classification: Present Use of Property COMMERCIAL DATA CENTER Proposed Use of Property: COMMERCIAL pATA CLtiTER FXPANST Revised: 12!28/2009 filename: ADLS ADLS AMEND.APP 2010 1 New Construction? Yes X1 No New/Revised Sign? Yes_ __No1x_ Remodeled Construction Yes No XX New Parking? Yes No XX New Landscaping? Yes x_No PARKING No. of Spaces Provided: NONE No. Spaces Required: NONE DESIGN INFO RMATIO N Type of Building:JIASONRL No. of Buildings: Square Footage: 35,700 Height: 20 FEET No. of Stories_ ONE Exterior Materials: BRICK &LASS Colors: RED BROWN TO_MAICJL EXISTING BUILDING Maximum No. of Tenants: ONE Type of Uses: COMMERCIAL DATA CENTER Water by:CITY QF CARMEL— Sewer by: QE_cA$MET, LIGHTING Type of Fixture: WALL MTD HID Height of Fixture: 13' 8" No. of Fixtures: 24 Additional Lighting: NO Plans to be submitted showing Foot candle spreads at property lines, per the ordinance. LANDS CAPING Engineered Plans to be attached/submitted showing plant types, sizes, and locations S IGNAGE No. of Signs: NONE Location(s): Dimensions of each sign: Square Footage of each sign: Tota of each sign: Revised: 12128/2009 filename: ADLS ADLS AIvMEND.APP 2010 Type of Signs:_ 2 AFFIDAVIT I the undersigned, u "l le best of my knowledge and belief, submit the above information as true and erect. Signature f Applicant: FREDERICK A. SIMMONS, AIA STATE OF INDIANA SS: r County of 1 .i tM (County in which notarization takes place) for ___O_Ltki 6m 15h (Notary Public's county of residence) (SEAL) day of V VAU,a,i?!, XANDONLYEJ L 'WILSON Marion County My Commission Expires Cecenber 6.20 t5 Revised: 12128/2009 filename: ADLS ADLS AMEND,APP 2010 Title: PROJECT ARCHITECT /OWNER'S AGENT Date: JANUARY 15 201_0_ (Print) County, State of Indiana, personally appeared FREDERICK A. SIMMONS, AIA and acknowledge the execution of the foregoing instrumatthis (Property Owner, Attorney, or Power of Attorney) 20 1 0 Notary Public—Signature Before me the undersigned, a NotaryPublic _I! If Notary Public— Please Print My commission expires: 1 1 15 /15 3 Midwest ISO Carmel, IN LAND DESCRIPTION A portion of Block 7 in the Secondary Plat of Carmel Science Technology Park, an addition in Hamilton County, Indiana as per plat thereof recorded in Plat Book 13, pages 65 -71 and amended by Certification of Correction recorded as Instrument Number 87 -01640 in the Office of the Recorder of Hamilton County, Indiana, more particularly described as follows: Commencing at the intersection of the centerline of Guilford Road and Carmel Drive as per the plat of Block 7 in the Carmel Science and Technology Park (recorded in Plat Book 13, pages 65 through 71 in the Office of the Recorder of Hamilton County, Indiana); thence North 00 degrees 18 minutes 08 seconds West (basis of bearing as per said plat) 45.00 feet to a point lying 45.00 feet (measured northerly in a perpendicular direction) from the centerline of platted Carmel Drive; thence South 89 degrees 30 minutes 00 seconds West 64.91 feet parallel with the centerline of said Carmel Drive to the POINT OF BEGINNING of this description; thence continue South 89 degrees 30 minutes 00 seconds West 273.44 feet parallel with said centerline to the point of curvature of a curve concave 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 curve; thence westerly 148.02 feet along said curve to a point lying South 12 degrees 26 minutes 54 seconds West 655.00 feet from the radius 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. STP 9929 RIW) dated 1999) (the following seven (7) courses are parallel with the centerlines of said plans); (1) thence North 68 degrees 54 minutes 29 seconds West 42.18 feet to a point on a non tangent curve concave to the northeast, said point lying South 16 degrees 07 minutes 35 seconds West 650.00 feet from the radius point of said curve and lying 50.00 feet (measured northerly in a perpendicular direction) from the centerline of said Carmel Drive; (2) thence westerly and northwesterly 188.67 feet along said curve to a point of compound curvature, said point lying South 32 degrees 45 minutes 26 seconds West 650.00 feet from the radius point thereof and lying South 32 degrees 45 minutes 26 seconds West 25.00 feet from the radius point of said compound curve; (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 lying 70.00 feet (measured easterly in a perpendicular direction) from said centerline; (4) thence North 41 degrees 30 minutes 00 seconds East 26.37 feet to the point of curvature of a curve concave to the northwest, said point of curvature lying South 48 degrees 30 minutes 00 seconds East 770.00 feet from the radius point of said curve; (5) thence northeasterly 318.70 feet along said curve to its point of tangency, said point of tangency lying South 72 degrees 12 minutes 52 seconds East 770.00 feet from the radius point of said curve; (6) thence North 17 degrees 47 minutes 08 seconds East 88.44 feet to the point of curvature of a curve concave to the southeast, said point of curvature lying North 72 degrees 12 minutes 52 seconds West 530.00 feet from the radius point of said curve; (7) thence northeasterly 589.80 feet along said curve to the point of compound curvature, said point lying North 08 degrees 27 minutes 14 seconds West 530.00 feet from the radius point thereof and lying North 08 degrees 27 minutes 14 seconds West 25.00 feet from the radius point of said compound curve; thence southeasterly 42.83 feet along said curve to its point of tangency, said point lying North 89 degrees 41 minutes 52 seconds East 25.00 feet from the radius point thereof and lying 40.00 feet (measured westerly in a perpendicular direction) from the centerline of Guilford Road as per said plat; thence South 00 degrees 18 minutes 08 seconds East 835.16 feet parallel with the centerline of said Guilford Road to the point of curvature of a curve concave to the northwest, said point of curvature lying North 89 degrees 41 minutes 52 seconds East 25.00 feet from the radius point of said curve; thence southwesterly 39.18 feet along said curve to a point lying South 00 degrees 30 minutes 00 seconds East 25.00 feet from the radius point of said curve and the POINT OF BEGINNING containing 9.299 acres, more or less. American Structurepoint, Inc. Page 1 1/14/2010 Narrative Midwest ISO 701 City Center Drive Proposed Data Center Expansion This submittal consists of the construction of a proposed expansion of the Data Center for the existing Data Center of the Primarily Control Center for Midwest ISO located at 701 City Center Drive in Carmel, N. The proposed construction will be located in the south parking field of the existing building, consisting of a 35,750 square feet, single story building. This proposed building is considered as an Accessory Building as per Ordinance 20D.03. The entire proposed structure will not be permanently occupied and therefore shall be considered non occupied, therefore not subject to any parking requirements. As per conversations with DOCS, the existing building parking requirements shall be based upon the "occupied" portions of the existing building. Therefore, we have deducted the sgaiare footage of those elements that are non occupied; i.e. mechanical, electrical, etc. Since the 701 the 720 buildings are connected via a pedestrian connection, the total required parking count can be calculated based on the total square footage of the combined buildings. Furthermore, the 720 building has the capacity which exceeds 1 space per 400 SF vs. the required 1 space per 300 SF as required by Ordinance The existing 701 Building' total gross building area is 98,273 SF. Of that, 11,771 SF is non occupied and dedicated to equipment rooms, leaving a total of 86,502 SF. Based on a parking requirement of 1/300, 288 parking spaces are required. The proposed plan, including the new Data Center, will provide a total of 209 spaces. The deficient 79 spaces will be accounted for in the 720 Building, thus leaving sufficient parking for a future expansion of the 720 Building. The exterior of the proposed expansion will match that of the existing building in terms of color, materials and color. height of the proposed structure meets the requirements of Ordinance Section 26.02.05. The required building base landscaping meets the requirements of Ordinance Section 20D.07 The existing pole mounted parking lot light fixtures have been eliminated and wall mounted, shielded HID light fixtures have been added to the building. The net affect is a reduction in the total foot candle levels within the area.