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Home My WebLink AboutItem 05City of Lakeville Planning Department Memorandum To: Planning Commission From: Brent Jones, Planning & Zoning Specialist Date: February 27, 2019 Subject: Packet Material for the March 7, 2019 Planning Commission Meeting Agenda Item: Cherry View Elementary School Conditional Use Permit Amendment Application Action Deadline: April 9, 2019 INTRODUCTION Representatives of ISD #194 are requesting an amendment to CUP #91-02 to allow an expansion to the Cherry View Elementary School building, located at 8600 – 175th Street. The proposed addition will include two separate areas totaling 15,394 square feet on the southeast side of the existing 77,602 square foot building. The existing school was constructed in 1991. The subject property is zoned RS-2, Single Family Residential District. Section 11-51-7D of the Zoning Ordinance allows public elementary schools in the RS-2 District by conditional use permit. EXHIBITS A. Aerial Photo Map B. Location/Zoning Map C. Topographic Survey D. Grading, Drainage, and Erosion Control Plan E. Paving, Geometric, and Utility Plan F. Landscape Plan (2 pages) G. Floor Plan H. Exterior Elevations 2 PLANNING ANALYSIS The proposed 15,394 square foot expansion to the southeast side of the existing elementary school building will be over an existing grassy area facing Highview Avenue. The project includes the construction of classrooms, conference rooms, and bathrooms off an extension of the two connecting hallways. The proposed expansion was reviewed for conformance with Zoning Ordinance performance standards as follows: Surrounding Land Uses and Zoning North –175th Street and Single Family Homes (RS-3) South – Single Family Homes (RS-2) East – Highview Avenue and Single Family Homes (RS-2) West – Single Family Homes (RS-2) Building Setbacks. The existing building meets all setback requirements of the RS-2 District: Front – 30 feet Side – 15 feet, 30 feet on the side yard abutting a public right of way Rear – 30 feet The proposed building addition will have the following setbacks: Rear (south) – 30.3 feet Side (east) abutting a public right-of-way –131 feet Building Height. The building addition is a single story and 14 feet in height to match the existing building and will not exceed the maximum building height of 35 feet allowed in the RS-2 District. Access and Circulation. The site is accessed via a full access driveway at 175th Street and a new, exit-only driveway at Highview Avenue. The property access will remain unaffected by the proposed addition. Parking. According to ISD 192, the current enrollment is 645 students and the projected enrollment is 807 students. The Zoning Ordinance requires one parking space per seven students, which equals 116 parking spaces at a ratio of one space per each seven students based on the projected enrollment. The property currently has 143 parking spaces, which exceeds Zoning Ordinance requirements. Trails and Sidewalks. The existing pathways located near the proposed addition will be reconfigured to accommodate the addition. 3 Building Elevations and Exterior Building Materials. The proposed building addition will be sided with grey brick to match the existing building. The proposed building materials meet the requirements for an institutional use in the RS-2 District. Landscaping. There are 18 new trees proposed to be planted around the addition to replace the 18 trees that will be removed for construction. The proposed landscaping meets Zoning Ordinance requirements. Signs. There is no new signage proposed with the addition. Mechanical Equipment. There is additional mechanical equipment proposed with the building addition that will be located on the roof and screened in compliance with Zoning Ordinance requirements. Trash Enclosure. There is an existing, compliant trash enclosure on the northwest side of the building. Lighting. Numerous exterior lights are proposed on the building exterior. Lighting shall be down-cast type only and must comply with Section 11-16-17 of the Zoning Ordinance. Detailed fixture and photometric plans must be submitted with the Building Permit application for the proposed addition. Engineering Review. The Engineering Department has reviewed the plans and prepared a memorandum dated February 27, 2019, which references the need for a financial security in the amount of $137,849.40 prior to the issuance of a Building Permit for the addition. RECOMMENDATION Planning Department staff recommends approval of the Cherry View Elementary School conditional use permit amendment located at 8600 – 175th Street subject to the following stipulations: 1. A financial security in the amount of $137,849.40 shall be submitted prior to the issuance of a Building Permit for the addition. 2. The site plan and building addition shall be developed in accordance with the plans approved by the City Council. 3. A building permit is required prior to commencing construction of the building addition. 4. The building addition is subject to review by the Fire Marshal. 4 5. Lighting shall be down-cast type only and must comply with Section 11-16-17 of the Zoning Ordinance. Detailed fixture and photometric plans must be submitted with the Building Permit application for the proposed addition. Cherry View Elementary School - CUP Amendment Property Information Februa ry 26, 2 019 0 875 1,750437.5 ft 0 270 540135 m 1:9,600 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. ±HIBISCUS AVE175TH ST HYDE PARK AVEHIGHVIEW AVEHEIDELBERG WAY176TH ST HONEYSUCKLE AVEHOLLAND AVEHYDE PARK AVEHORESHOE WAYHOLLYBROOK TRL CHERRY VIEW ELEMENTARY SCHOOL SITE RS -2 RS -2 RS -2 RS -2 RS -3 RS -3 City o f LakevilleCherry ViewElementary SchoolCUP AmendmentEXHIBIT B RS -2 P/OS C0.0TOPOGRAPHICSURVEYFEDCBA12345678NorthCheck:Drawn:Date:Comm:2019 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is the property of BKBMProfessional Engineers, Inc. and may not be used or copied withoutprior written consent.BKBM JOB NUMBER: 19183CIndependent SchoolDistrict #194Cherry ViewElementary 2018DeferredMaintenance17685 Juniper Path, Suite 300Lakeville, MN 55044NPASR02/08/201919183RevisionsDescriptionDateNum8600 175th Street WestLAKEVILLE, MN 55044 HIGHVIEW AVENUE BUILDINGBENCHMARK-SPIKEELEV=1044.3950.050.030.3 131.0C2.0GRADING,DRAINAGE, ANDEROSION CONTROLPLANwww.bkbm.com6120 Earle Brown Drive, Suite 70 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421BKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2019 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is the property of BKBMProfessional Engineers, Inc. and may not be used or copied withoutprior written consent.BKBM JOB NUMBER: 19183CIndependent SchoolDistrict #194Cherry ViewElementary 2019Addition17685 Juniper Path, Suite 300Lakeville, MN 55044NPASR02/08/201919183RevisionsDescriptionDateNum8600 175th Street WestLAKEVILLE, MN 55044DD SETNOT FOR CONSTRUCTION HIGHVIEW AVENUE BUILDINGBENCHMARK-SPIKEELEV=1044.3950.050.030.3 131.0C3.0PAVING,GEOMETRIC, ANDUTILITY PLANwww.bkbm.com6120 Earle Brown Drive, Suite 70 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421BKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2019 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is the property of BKBMProfessional Engineers, Inc. and may not be used or copied withoutprior written consent.BKBM JOB NUMBER: 19183CIndependent SchoolDistrict #194Cherry ViewElementary 2019Addition17685 Juniper Path, Suite 300Lakeville, MN 55044NPASR02/08/201919183RevisionsDescriptionDateNum8600 175th Street WestLAKEVILLE, MN 55044DD SETNOT FOR CONSTRUCTION UG 62 CLASS FLEX CLASS (KIDZONE) CLASS CLASS CLASS (SPED) CLASS (SPED) CLASSCLASSCLASS ADMINISTRATION GYMNASIUM CAFETERIA MEDIA CENTER MUSIC ART EXISTINGNEWEXISTINGNEWCOMMONS MAIN ENTRY BUS LOOP ENTRY CLASS (SENSORY)CLASSROOMSCLASSROOMS SPECIAL EDUCATION A4.403B6 KITCHEN LOADING DOCK EXISTINGNEWEXISTINGNEW_______E1 CUP 3 _______E5 CUP 3 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/7/2019 2:00:26 PMC:\Users\amalnaa\Documents\CVE 2019 Classroom Addition_amalnaa.rvt1/16" = 1'-0"Central: \\Wae-srv-mn.woldae.com\StPaul\ISD194\ES_Cherry View\182305 CVE 2019 Addition\02_ARCH\Revit\CVE2019 Classroom Addition.rvtIndependent School District #194 Cherry View Elementary 2019 Addition Conditional Use Permit Set CUP 2 OVERALL FLOOR PLAN 17685 Juniper Path, Suite 307, Lakeville, MN 55044 8600 175th St W, Lakeville, MN 55044 NOT FOR CONSTRUCTION SWK JWP/AJM 2/8/2019 182305 MINNESOTA 2/8/2019 VAUGHN DIERKS 26979 ARCHITECT 0 1/16" = 1'-0" OVERALL FLOOR PLANF1 12'24' EXISTING BUILDING AREA: 77,602 SF PROPOSED ADDITION AREA: 15,394 SF Revisions Description Date Num 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 119' 0" T.O. ROOFTOP MECH. 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 119' 0" T.O. ROOFTOP MECH.CUP 5B1aCUP 5 B5 CUP 5 C1 CUP 5 C3 CUP 5C5CUP 5C6CUP 5D1CUP 5 D5 CUP 5 E1 CUP 5E4CUP 5E5CUP 5F1CUP 5 F4 CUP 5 F5 AREA B AREA A AREA E AREA D AREA C 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 119' 0" T.O. ROOFTOP MECH. 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 119' 0" T.O. ROOFTOP MECH. 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 119' 0" T.O. ROOFTOP MECH. 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 119' 0" T.O. ROOFTOP MECH. 100' 0" MAIN LEVEL 114' 0" T.O. MASONRY 4'-0"100' 0" MAIN LEVEL 114' 0" T.O. MASONRY F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 2/7/2019 2:58:30 PMC:\Users\amalnaa\Documents\CVE 2019 Classroom Addition_amalnaa.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD194\ES_Cherry View\182305 CVE 2019 Addition\02_ARCH\Revit\CVE2019 Classroom Addition.rvtIndependent School District #194 Cherry View Elementary 2019 Addition Conditional Use Permit Set CUP 5 EXTERIOR ELEVATIONS 17685 Juniper Path, Suite 307, Lakeville, MN 55044 8600 175th St W, Lakeville, MN 55044 NOT FOR CONSTRUCTION SWK JWP/AJM 2/8/2019 182305 MINNESOTA 2/8/2019 VAUGHN DIERKS 26979 ARCHITECT 0 1/8" = 1'-0" AREA D EAST ELEVATIOND1 6'12' 0 1/8" = 1'-0" AREA D WEST ELEVATIONB1a 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING EXTERIOR WALL PACK ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING ROOF TOP MECH. EQUIP. W/ INTEGRAL EQUIP. SCREEN (LOUVER) TEAL GLAZED BRICK TO MATCH EXISTING METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING ROOF TOP MECH. EQUIP. W/ INTEGRAL EQUIP. SCREEN (LOUVER) TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA E SOUTH ELEVATIONB5 6' 12' 0 1/8" = 1'-0" AREA E NORTH ELEVATIOND5 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING ROOF TOP MECH. EQUIP. W/ INTEGRAL EQUIP. SCREEN (LOUVER) TEAL GLAZED BRICK TO MATCH EXISTING METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING EXTERIOR WALL PACK ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING ROOF TOP MECH. EQUIP. W/ INTEGRAL EQUIP. SCREEN (LOUVER) TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA D NORTH ELEVATION A & BC1 6' 12' 0 1/8" = 1'-0" AREA D NORTH ELEVATION C & DC3 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING TEAL GLAZED BRICK TO MATCH EXISTING METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA E WEST ELEVATION AC5 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA E WEST ELEVATION B & CC6 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA D SOUTH ELEVATIONE1 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING EXTERIOR WALL PACK ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING ROOF TOP MECH. EQUIP. W/ INTEGRAL EQUIP. SCREEN (LOUVER) TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA D ELEVATION FE5 6' 12' 0 1/8" = 1'-0" AREA D ELEVATION EE4 6' 12' EXTERIOR SOFFIT CONDITION GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING TEAL GLAZED BRICK TO MATCH EXISTING 0 1/8" = 1'-0" AREA E EAST ELEVATIONF1 6' 12'0 1/8" = 1'-0" AREA E ELEVATION DF4 6' 12'0 1/8" = 1'-0" AREA E ELEVATION EF5 6' 12' METAL COPING TO MATCH EXISTING GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING EXTERIOR WALL PACK ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING ROOF TOP MECH. EQUIP. W/ INTEGRAL EQUIP. SCREEN (LOUVER) TEAL GLAZED BRICK TO MATCH EXISTING EXTERIOR SOFFIT CONDITION GREY BRICK TO MATCH EXISTING BROWN BRICK TO MATCH EXISTING TEAL GLAZED BRICK TO MATCH EXISTING EXTERIOR WALL PACKEXTERIOR WALL PACK PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING PRECAST CONCRETE PANEL TO MATCH EXISTING Revisions Description Date Num 1 Beginning at the East Quarter corner of said Section 8; thence on an assumed bearing of South 00 degrees 15 minutes 05 seconds East, along the East line of Said Southeast Quarter, 658.96 feet to the South line of the North Half of the Northeast Quarter of said Southeast Quarter; thence North 89 degrees 20 minutes 10 seconds West along the South line and its westerly extension, 1460.69 feet; thence North 00 degrees 40 minutes 41 seconds East, 659.24 feet to the North line of said Southeast Quarter; thence South 89 degrees 19 minutes 19 seconds East, along the said North line, 1450.00 feet to the point of beginning. Subject to portion taken for roadway purposes; also subject to highway easement dated October 22, 1974, recorded December 9, 1974, as Document No. 443648, Records of Dakota County Recorder; also subject to slope easement dated October 22, 1974, recorded December 9, 1974 as Document No. 443649, Records of Dakota County Recorder; also subject to easement for telephone cable and appurtenances dated June 20, 1977, recorded June 22, 1977, as Document No. 491176, Records of Dakota County Recorder. 2 3 • • CCHHEERRRRYY VVIIEEWW EELLEEMMEENNTTAARRYY SSCCHHOOOOLL CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT FFEEBBRRUUAARRYY 2277,, 22001199 PPAAGGEE 22 OOFF 44 CCHHEERRRRYY VVIIEEWW EELLEEMMEENNTTAARRYY SSCCHHOOOOLL CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT FFEEBBRRUUAARRYY 2277,, 22001199 PPAAGGEE 33 OOFF 44 CCHHEERRRRYY VVIIEEWW EELLEEMMEENNTTAARRYY SSCCHHOOOOLL CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT FFEEBBRRUUAARRYY 2277,, 22001199 PPAAGGEE 44 OOFF 44