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HomeMy WebLinkAboutPacket 1 A DOSS 1 1 COLLEGE PARK BAPTIST CHURCH 1 Special Use Docket No. SU -62 -03 1 Developmental Standards Variance V -69 -03 1' 1 1 1 Carmel Board of Zoning Appeals July 28, 2003 Lawrence J. Kemper NELSON FRANKENBERGER 3021 East 98 Street, Suite 220 Indianapolis, IN 46280 1 Telephone: (317) 844 -0106 1 1 1 1 TABLE OF CONTENTS 1 1. Explanation 2. Narratives 1 Product Description Design Narrative Drainage Narrative 3. Aerial Photograph 1 4. Site Plan 5. Floor Plan 6. Landscape Plan 1 7. Site Lighting Plan Detail �Y 8. Elevations 9. Existing Ground Signs 1 1 1 1 1 1 1 1 1 EXPLANATION 1 The Applicant, College Park Baptist Church (hereafter "College Park is the owner real estate located at the northwest corner of 96 Street and Towne Road. The subject real estate is zoned S1 and, under the S1 classification, a church is a permitted special use. College Park's congregation is expanding, and the existing building is not large enough to accommodate the growing congregation. As a result, College Park desires to construct an expansion to the existing church facility to provide an additional 69,528 square feet, which will be used primarily for (i) the narthex, (ii) auditorium seating and (iii) storage /production. College Park is also requesting a developmental standards variance from Section 5.04.01 of the ordinance to permit the building height of the 1 proposed addition to reach a maximum of 40 feet, 6 inches. College Park exists by virtue of a special use granted by the Board of Zoning Appeals in 1990. College Park has operated a church facility on the subject real estate since 1992. The purpose of this request is for an amendment to the original special use, to permit expansion of the church. College Park was last before the Board of Zoning Appeals in 1996, and the Board of Zoning Appeals granted a prior request for amendment to this special use to permit a 25,0000 square foot addition to the church existing at that time, as well as a developmental standards variance which permitted the building height to exceed the maximum building height allowed by the ordinance at that time. We look forward to presenting this special use request and developmental standards variance request to the Board of Zoning Appeals on July 28, 2003. 1 Respectfully submitted, 1 Lawrence J. per 1 1 1 1 1 1 1 PRODUCT CT DESCRIPTI U N O Proposed new addition to College Park Baptist Church is designed to accommodate an increased attendance that is already in place. 1 Ground floor Seating will accommodate 2448 in an auditorium approximately 36,000 sq. ft in size. Nominal exterior dimensions are 222'0" x 162'0" including stage t area. A second floor option will accommodate an additional 560 people for a total of 3008 seats. I A narthex of approximately 22,000 sq. ft. (115'0" x 222'0" nominal) is provided for both fellowship activities and the transitional flow of congregants between scheduled religious services. The narthex will also serve as a multi purpose space for life -cycle and I other congregational events and will provide opportunities for youth activities during the week. A ramped link connecting existing and new facilities is approximately 1800 sq ft. (36'0" x 50'0" nominal) and the second floor mezzanine will be approximately 9728 sq. ft. (64'0" x 152'0" nominal). I A major covered entry will be provided on both sides of the auditorium and an elevator will be available for barrier free access. I Nominal exterior height of the new auditorium structure is 40'0" and nominal exterior height of narthex is 22'0 Nominal interior height of the auditorium is 35'0" 1 and nominal interior height of narthex is 18'0 1 1 ,I I Wolfson 1 Architects COLtGE Young Contractors College Park Church Managers Carmel, Indiana i Corporation 1 1 1 1 DESIGN NARRATIVE Building materials have been selected to blend with existing structure while providing for additional opportunities to experience light and space. BUILDING WALLS: Pre -cast concrete panels with stenciled or molded brick and stone patterns at face. Brick pattern to be stained to match existing brick. Columns for exterior canopy entrance area will be pre -cast sections with stenciled or molded brick patterns stained to match existing brick. Canopy exterior shall be an exterior insulation and finish (EIFS) system similar to Dryvit with color selection to be compatible with brick color. Clerestory lighting in auditorium shall be translucent Kalwall panels as shown on three dimensional drawing. Fascia materials for roof and entrance canopies shall be aluminum to match brick, stone and EIFS colors. SIGHT LIGHTING: Lighting shall be as proposed on lighting site plan. Foot candle levels are indicated on point by point diagram. Perimeter lighting is shielded to prevent light bleed beyond property lines and illumination has been limited to 0.1 foot candles at all property perimeters. Light poles are 25' -0" high and are constructed of bronze aluminum. Single and double fixtured lights are provided. Light pole configuration and details are 1 shown on catalog cuts included with this presentation. 1 1 Wolfson Architects COLILGE Young Contraetors College Park Church t Managers Carmel, Indiana Corporation 1 College Park Church Drainage Existing Conditions The existing facilities occupy approximately 15 acres nearest the intersection of Town and 96 Streets. Two existing home sites on the west side of the property. The remainder of the area consists of gravel parking lots and grass fields. Approximately 10% of the site drains to the southwest corner and across 96 Street through a 12" culvert. The remainder R. of the site drains to the southeast corner and into a small detention pond and from there into the Delaware Creek legal drain. South of 96` Street, the southwest corner drainage also outlets into Delaware Creek. Proposed Conditions Drainage is directed to the same outlet points with the same proportions as the existing drainage patterns. A wet detention pond will be built in the southwest corner, a dry detention area will be built at the northeast corner, and the existing dray detention will be expanded in the southeast corner. Proposed discharge rates will be less than the existing rate for a 2 hour design storm, and the proposed 100 year design storm will discharge at less than 10 year storm rates. 1 1 1 1 1 1 1