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Item 08 Christina Huddleston CUP amend.
City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Date: September 23, 2020 Subject: Packet Material for the October 1, 2020 Planning Commission Meeting Agenda Item: Christina Huddleston Elementary School Conditional Use Permit Amendment Application Action Deadline: October 25, 2020 INTRODUCTION Representatives of ISD 194 are requesting a conditional use permit amendment to allow an expansion to Christina Huddleston Elementary School for the construction of classroom additions on the west side of the existing building located at 9569 175th Street. The proposed building addition will be 9,365 square feet in area for a total building area of 79,485 square feet. 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. Zoning Map C. Existing Conditions plan D. Site Plan E. Landscape Plan F. Photometric Plan G. Floor Plan H. Exterior Elevations I. Color Elevations 2 PLANNING ANALYSIS The proposed building addition project will include the construction of four classrooms, two group rooms and shared learning commons, along with additional lockers and restrooms. The existing site conditions include a parking lot, playground space, and various play fields. Surrounding Land Uses and Zoning North –Single family homes (RS-3) South – 175th Street and Dakota Heights Park (P/OS) West – Single family homes (RS-3) East – Ipava Avenue and single family homes (RS-3) The proposed expansion was reviewed for conformance with Zoning Ordinance performance standards as follows: Building Setbacks. The existing building exceeds all setback requirements of the RS-2 District: Front – 30 feet Side – 15 feet on interior side yard, 30 feet on the side yard abutting a public ROW Rear – 30 feet Building Height. The building addition will be 14 feet, six inches in height, within the maximum allowed building height of 35 feet. Mechanical equipment screening on the roof extends an additional six feet, and is less than 25% of the area of the roof. Mechanical Equipment Screening. There is roof mounted mechanical equipment proposed with the building addition and is screened with metal panels, in compliance with Zoning Ordinance requirements. A mechanical area is being constructed adjacent to the school on the southeast side of the building. This area has CMU base with metal screen walls and a gate on the east side of the enclosure. The color of the CMU block must match the color of the brick used for the school building. Access and Circulation. The site currently has two accesses on 175th Street and one access to Ipava Avenue. As part of this building addition, the eastern access from 175th Street will be closed. This access is close to the intersection of 175th Street and Ipava Avenue and vehicles waiting to turn left into the east 175th Street access are doing so within the left turn lane to northbound Ipava Avenue, which can cause traffic congestions with vehicles entering the turn lane to go north on Ipava Avenue. The west 175th Street access is currently for exiting only, and will be revised to have one lane for entering and two lanes for exiting. The south parking lot will be configured such that vehicles entering the site will turn right and move through the parking lot to loop around to the lane in front of the school, allowing passengers to enter or exit the vehicle adjacent to the sidewalk in front of the school. Vehicles will then continue around to the 175th Street exit. There will still be two access locations to allow for vehicle access to and from the site. The south parking lot reconfiguration will also add parking lot islands to provide 3 more separation between vehicles parking on site and those picking up or dropping off. The east parking lot provides bus access for the site and the parking spaces will change from 90 degree parking to angled parking to create one-way drive aisles. Parking. School parking requirements are based on student enrollment capacity. Elementary schools require one space per seven students based on student enrollment capacity. Based on the 790 student enrollment capacity for Christina Huddleston Elementary School provided by the school district, 113 parking spaces are required. There will be 128 parking spaces on site, exceeding the minimum parking requirement by 15 spaces. Trails and Sidewalks. The sidewalk along the west side of the building will be removed in the area of the building addition and a new sidewalk will be constructed around the addition. Otherwise, internal site sidewalks will remain unchanged. Landscaping. New trees will be planted in most of the landscape islands of the parking areas and a row of plantings will be added to the south side of the south parking lot and the east side of the east parking lot to minimize headlights shining onto the public right of way. Building Elevations and Exterior Building Materials. The proposed building addition will be sided with brick to match the existing building and satisfies the material requirements of the Zoning Ordinance. The proposed building materials meet the requirements for an institutional use in the RS-2 District. Trash Enclosure. A new trash enclosure is proposed to be constructed along the Ipava Avenue entrance. The enclosure is proposed to be constructed of CMU block, which must be in a color which is consistent with the brick of the school building. The enclosure includes three maintenance-free gates. Signs. There is no new signage proposed with the addition. Lighting. A photometric plan was submitted to show the lighting levels of new parking lot lights, which are proposed at a height of 30 feet. The photometric plan demonstrates that the proposed lighting level and light pole heights meet Zoning Ordinance requirements. Accessory Building. There is an existing shed on the east side of the building that will be relocated off of the property. Engineering Review. The Engineering Division has reviewed the plans. The Applicant must address all comments relating to the proposed stormwater management for the site improvements prior to issuance of a building permit. The Applicant shall submit a narrative detailing the proposed traffic patterns for the site due to the access removal on 175th Street and site circulation changes and any improvements (signing, striping) to 175th Street will be reviewed and identified with the building permit application. Additionally, the final grading and utility plans must be approved by the City Engineer prior to the issuance of a building permit. 4 RECOMMEND ATION Planning Department staff recommends approval of the Christina Huddleston Elementary School conditional use permit amendment, subject to the following stipulations: 1. The site improvements and building addition shall be developed in accordance with the plans approved by the City Council. 2. The proposed building addition shall be sided with brick to match the existing building. All building materials shall meet the requirements for an institutional use in the RS-2 District. 3. The CMU block used for the trash enclosure and mechanical yard must be a color that is consistent with the brick color of the school building. 4. The Applicant must address all comments relating to the proposed stormwater management for the site improvements prior to issuance of a building permit. The final grading and utility plans must be approved by the City Engineer prior to the issuance of a building permit. 5. The Applicant must submit to the City Engineer a narrative detailing the proposed traffic patterns and circulation changes for the site and any improvements to 175th Street (signing, striping, etc.) must be reviewed and identified prior to the issuance of a building permit. Findings of fact are attached to this report. CONTRACTOR SHALL REMOVE EXISTING UNDERGROUND STORAGE TANK IN ACCORDANCE WITH THE MPCA GUIDELINES FOR UNDERGROUND STORAGE TANK REMOVAL. CONTRACTOR SHALL HAVE BRAUN INTERTEC ON-SITE DURING THE REMOVAL TO TEST AND DOCUMENT SOIL IN THE AREA. CONTRACTOR SHALL NOTIFY THE MPCA 48 HOURS PRIOR TO TANK REMOVAL OPERATIONS. CONTRACTOR SHALL PROVIDE ALL RECEIPTS AND MANIFESTS OF ALL MATERIAL THAT IS DISPOSED OF OFF SITE TO THE OWNER AND THE GENERAL CONTRACTOR. FULL DEPTH SAWCUT,TYP. REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING TREE (SEE TREE INVENTORY PLAN FOR SIZING), TYP. START OF CURB AND GUTTER REMOVAL REMOVE CURB AND GUTTER REMOVE EXISTING ADA SIGNAGE PROTECT EXISTING DRY UTILITIES (TYP.) REMOVE EXISTING CURB RAMP REMOVE EXISTING TREE (SEE TREE INVENTORY PLAN FOR SIZING), TYP. FULL DEPTH SAWCUT, TYP. FULL DEPTH SAWCUT, TYP. FULL DEPTH SAWCUT, TYP. FULL DEPTH SAWCUT, TYP. FULL DEPTH SAWCUT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE CURB AND GUTTER REMOVE CURB AND GUTTER START OF CURB AND GUTTER REMOVAL END OF CURB AND GUTTER REMOVAL END OF CURB AND GUTTER REMOVAL END OF CURB AND GUTTER REMOVAL START OF CURB AND GUTTER REMOVAL SALVAGE EXISTING INFIELD AGGREGATE. CONTRACTOR SHALL RELOCATE PER OWNER'S DISCRETION REMOVE, SALVAGE, AND RELOCATE EXISTING BENCHES PER OWNER DIRECTION REMOVE EXISTING CHAIN LINK FENCE PROTECT EXISTING DRY UTILITIES (TYP.) REMOVE AND SALVAGE HYDRANT REMOVE WATERMAIN AND GAVE VALVE EXISTING STOP SIGN TO REMAIN CONTRACTOR TO RELOCATE EXISTING SHED PER OWNER DIRECTION FULL DEPTH SAWCUT, TYP. REMOVE EXISTING BITUMINOUS PAVEMENT PROTECT EXISTING PLAYGROUND EQUIPMENT AND ASSOCIATED ELEMENTS, TO REMAIN ADJUST STORM RIM ELEVATION - SEE GRADING PLAN ADJUST STORM RIM ELEVATION - SEE GRADING PLAN REMOVE EXISTING LIGHT POSTS AND ASSOCIATED ELECTRIC LINE REMOVE EXISTING LIGHT POSTS AND ASSOCIATED ELECTRIC LINE REMOVE EXISTING LIGHT POSTS AND ASSOCIATED ELECTRIC LINE PROTECT EXISTING ELECTRIC BUILDING SERVICE LINES, TO REMAIN PROTECT EXISTING ELECTRIC BUILDING SERVICE LINES, TO REMAIN PROTECT EXISTING HYDRANT, TO REMAIN REMOVE 24" RCP STORM; STORM LINE SHALL REMAIN IN PLACE UNTIL PROPOSED STORM IS ADDED - SEE GRADING PLAN REMOVE EXISTING LIGHT POSTS AND ASSOCIATED ELECTRIC LINE REMOVE EXISTING SIGNAGE REMOVE EXISTING SIGNAGE PROTECT EXISTING 8" WATERMAIN REMOVE EXISTING (2) CATCH BASINS AND 12" RCP LINES BULKHEAD EXISTING NE OPENING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\DLR GROUP\Christina Huddleston Elementary addition - Lakeville\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg August 24, 2020 - 5:20pmISSUED FOR REVIEW - NOT FOR CONSTRUCTION© DLR GroupREVISIONS- NOT FORCONSTRUCTION -08.24.2020ISD #194 - CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION 9569 175th St W, Lakeville, MN 55044LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE SALVAGE INFIELD AGGREGATE REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING CONDITIONS AND REMOVALS PLAN 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH LAKEVILLE, DAKOTA COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF LAKEVILLE DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES Know what'sbelow. before you dig.Call NORTH *CONTRACTOR IS TO LOCATE AND PROTECT ALL DRY UTILITIES (INCLUDING FIBER OPTIC) BEFORE, DURING, AND AFTER CONSTRUCTION* Know what'sbelow. before you dig.Call DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT08/21/202042661C2.0 EXHIBIT C SITE SIGNAGE LEGEND (MNMUTCD, SIZE) STOP SIGN (R1-1, 30X30) DO NOT ENTER (R5-1, 30X30) ONE WAY (R6-2, 24X30) RIGHT TURN ONLY (R3-5, 30X36) NO PARKING FIRE LANE (12X18) YIELD (R1-2 , 36) SPEED BUMP (18X24) PARENT DROP OFF NO PARKING (12X18) SPEED LIMIT 15 MPH (24X30) SCHOOL PLAQUE (24X8) HAZARD MARKER (18X18) 1 2 3 4 5 6 7 8 9 10 11 ALL SIGNS SHALL MEET MNMUTCD GUIDELINES. SHOP DRAWINGS FOR CUSTOM SIGNS FROM SAFETY SIGNS (952-469-6700) SHALL BE SUBMITTED TO ENGINEER AND OWNER FOR REVIEW PRIOR TO INSTALLATION KEYNOTE LEGEND MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN - SEE CIVIL DETAILS ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. CONCRETE SIDEWALK B612 CURB & GUTTER (TYP.) TRANSITION CURB FLAT CURB "NO PARKING" "ACCESSIBLE AISLE" SIGN - SEE CIVIL DETAILS LIGHT POST WITH YELLOW PAINTED BASES - SEE ELECTRICAL PLANS B618 CURB & GUTTER (TYP.) DIRECTIONAL STRIPING/CROSS WALK STRIPING - SEE DETAIL MODULAR SPEED BUMP - SEE DETAIL PAVEMENT STRIPING 4" WHITE PAVEMENT STRIPING 4" YELLOW 6" BOLLARD - SEE DETAIL LIGHT POST - SEE ARCH/ELECTRICAL PLAN A B C D E F G H I J K L M N O P Q R PROPOSED BUILDING EXPANSION ±9,365 S.F. FFE=1091.80 175TH STREET W IPAVA AVENUE65 24 12 FFE=1091.80 27 36.0' 12.0'12.0'12.0'24.0'40.0'24.0'18.0'7.0'22.0'20.0'20.0'24.0'36.0'2 4 . 0 ' 8.0'12.0'12.0'12.0'30.0'18.0'21.0'21.0'18.0'21.0'18.0'MECHANICAL YARD ENCLOSURE, SEE ARCH/MEP PLANS DUMPSTER SCREEN WALL, SEE ARCH PLANS 45.0'16.0'CONCRETE PAD WITH NEW BIKE RACKS NEW BITUMINOUS PAVEMENT CONSTRUCTED WITHIN COURT 110.2' PROTECT EXISTING HYDRANT, TO REMAIN 8.3'20.0'9.0' 18.2'2.0'2.0'5.0'5.0' 2.0' CONCRETE PAD WITH NEW BIKE RACKS A A A A A A A A A A A A A B B B B B B CC C DDDEE EE F F F F F F G G GG G G G G G G H G G I IH J J J M M M E O O O TYP. TYP. O 2 1 1 2 3 3 4 4 2 8 5 5 8 10 9 10 7 7 NN 5.0'B10.0'12.0'CONTRACTOR TO MATCH EXISTING STRIPING 30' SETBACK FROM ROW/PERMANENT EASEMENT 15' SIDE SETBACK 30' SETBACK FROM ROW/PERMANENT EASEMENTQ R R R R R171.7'59.9' R24.0' R49.0' R5.0'R10.0' R15.0' R25.0'R25.0' R15.0' R15.0' R59.0' R35.0' R20.0' R44.0' R15.0' R15.0' R50.0' R15.0' R50.0' R21.0' R5.0' R5.0' R40.0' R40.0' R20.0' R20.0' R15.0' R5.0' R5.0' R30.0' R52.0' R5.0' R20.0' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 871,290 SF (20.00 AC) BUILDING AREA 70,166 SF (8.1% OF TOTAL PROPERTY AREA) PROPOSED BUILDING ADDITION AREA 9,365 SF (1.0% OF TOTAL PROPERTY AREA) PARKING REQUIRED CAR STALL PARKING 96 SPACES @ 1 SPACE PER 7 STUDENTS EXISTING PARKING BUS STALLS CAR STALLS 6 SPACES 131 SPACES PROPOSED PARKING BUS STALLS CAR STALLS 8 SPACES 128 SPACES ADA STALLS REQ'D / PROVIDED 5 SPACES / 5 SPACES PROPERTY SUMMARY CHRISTINA HUDDLESTON ELEMENTARY SCHOOL ADDITION TOTAL PROPERTY AREA 871,290 SF (20.00 AC) RIGHT OF WAY DEDICATION 84,459 SF (1.94 AC) NET PROPERTY AREA 786,831 SF (18.06 AC) EXISTING PARKING LOT PERVIOUS AREA IMPERVIOUS AREA 84,569 SF (1.94 AC) 2,334 SF (0.05 AC) 82,235 SF (1.89 AC) PROPOSED PARKING LOT PERVIOUS AREA IMPERVIOUS AREA 85,994 SF (1.97 AC) 4,634 SF (0.10 AC) 81,360 SF (1.87 AC) EXISTING OVERALL SITE PERVIOUS AREA IMPERVIOUS AREA 786,831 SF (18.06 AC) 578,125 SF (13.27 AC) 208,706 SF (4.79 AC) PROPOSED OVERALL SITE PERVIOUS AREA IMPERVIOUS AREA 786,831 SF (18.06 AC) 570,673 SF (13.10 AC) 216.158 SF (4.96 AC) ZONING SUMMARY EXISTING ZONING SINGLE FAMILY RESIDENTIAL DISTRICT (R-2 ) BUILDING SETBACKS FRONT = 30' SIDE = 15' REAR = 30' ROW = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\DLR GROUP\Christina Huddleston Elementary addition - Lakeville\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg August 24, 2020 - 5:21pmISSUED FOR REVIEW - NOT FOR CONSTRUCTION© DLR GroupREVISIONS- NOT FORCONSTRUCTION -08.24.2020ISD #194 - CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION 9569 175th St W, Lakeville, MN 55044SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SUNDE LAND SURVEYING, DATED 12/17/2018. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 20 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 17. SITE PLAN C4.0 DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT08/21/202042661PROPOSED LANDSCAPING PROPOSED STANDARD DUTY ASPHALT - COURT AREA Know what'sbelow. before you dig.Call R NORTH *CONTRACTOR IS TO LOCATE AND PROTECT ALL DRY UTILITIES (INCLUDING FIBER OPTIC) BEFORE, DURING, AND AFTER CONSTRUCTION* Know what'sbelow. before you dig.Call R EXHIBIT D ORNAMENTAL TREE BOTANICAL NAME COMMON NAME PFC MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE OVERSTORY TREE BOTANICAL NAME COMMON NAME BOL TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN NWM ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME DBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE RTD CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD GROUND COVERS BOTANICAL NAME COMMON NAME M3 MULCH COBBLE PERENNIALS BOTANICAL NAME COMMON NAME BHG SCHIZACHYRIUM SCOPARIUM `BLUE HEAVEN` BLUE HEAVEN LITTLE BLUESTEM SOD/SEED BOTANICAL NAME COMMON NAME SOD POA PRATENSIS KENTUCKY BLUEGRASS PLANT SCHEDULE LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SOD (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) ROCK MULCH (TYP.) SOD (TYP.) ENHANCED ROCK MAINTENANCE STRIP (TYP.) SEE DETAIL 4, SHEET L1.1 A B C D PROPOSED BUILDING EXPANSION ±9,365 S.F. FFE=1091.80 175TH STREET W IPAVA AVENUEFFE=1091.80 LIGHT POLE, TYP. SEE ELECTRICAL PLANS D 5 - RTD 5 - RTD 5 - RTD 5 - RTD 5 - RTD 8 - BHG 8 - BHG8 - BHG8 - BHG8 - BHG8 - BHG8 - BHG8 - BHG8 - BHG8 - BHG 11 - DBH 11 - DBH 11 - DBH 11 - DBH 11 - DBH 1 - NWM 1 - NWM 1 - NWM 8 - BHG 8 - DBH 8 - DBH 8 - BHG 8 - BHG 8 - RTD C C C C A B B B B B B B A A A C CCC 1 - BOL3 - BOL C 2 - PFC 2 - PFC 1 - PFC 1 - NWM 1 - NWM 1 - NWM C C D D CA 9 - RTD 11 - DBH 8 - BHG 10 - BHG 12 - RTD 7 - RTD 8 - BHG 11 - DBH 8 - BHG 5 - RTD This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\DLR GROUP\Christina Huddleston Elementary addition - Lakeville\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg September 14, 2020 - 8:25amISSUED FOR REVIEW - NOT FOR CONSTRUCTION© DLR GroupREVISIONS- NOT FORCONSTRUCTION -08.24.2020ISD #194 - CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION 9569 175th St W, Lakeville, MN 55044LANDSCAPE SUMMARY REQUIRED LANDSCAPING SHALL INCLUDE PERIMETER, OFF STREET PARKING LANDSCAPING, AND INTERIOR LANDSCAPE PLANTINGS. ALL GROUND AREA UNDER THE BUILDING OVERHANG SHALL BE TREATED WITH A DECORATIVE MULCH AND/OR FOUNDATION PLANTING. OFF STREET PARKING AREAS A CONTINUOUS OPAQUE BARRIER WITH A MAX. HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTING PUBLIC RIGHT OF WAY THAT CONSISTS OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS OR EARTH BERMS, OR ANY COMBINATION THEREOF. TREE REPLACEMENT EXISTING SIGNIFICANT TREES TO BE REMOVED = 11 TREES REPLACEMENT TREES PROPOSED: 10 DECIDUOUS OVERSTORY TREES, 3" CAL. AND 5 ORNAMENTAL TREES, 2.5" CAL SEE SHEET L1.1 FOR LANDSCAPE DETAILS LANDSCAPE PLAN L1.0 DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS9/14/202056522Know what'sbelow. before you dig.Call R NORTH *CONTRACTOR IS TO LOCATE AND PROTECT ALL DRY UTILITIES (INCLUDING FIBER OPTIC) BEFORE, DURING, AND AFTER CONSTRUCTION* Know what'sbelow. before you dig.Call R EXHIBIT E ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE PFC 5 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 1.5" CAL. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BOL 4 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. NWM 6 ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE B & B 2.5" CAL. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE DBH 93 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3` O.C. RTD 66 CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD #5 CONT. 5` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE SPACING BHG 138 SCHIZACHYRIUM SCOPARIUM `BLUE HEAVEN` BLUE HEAVEN LITTLE BLUESTEM #1 CONT 24" OC 24" o.c. SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE SPACING SOD 51,657 SF POA PRATENSIS KENTUCKY BLUEGRASS SOD PLANT SCHEDULE DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACINGAS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTHA MINIMUM OF 6" BEYONDTHE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1.11 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1.12 MULCH 3/16" X 4" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 4" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1.13 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. LANDSCAPE NOTES 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREES ONLY SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. PERENNIAL AND SHRUB BEDS SHALL HAVE ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 4" DEPTH, OR APPROVED EQUAL; UNLESS NOTED OTHERWISE. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. STEEL EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK, COLOR BLACK, OR SPADED EDGE, AS INDICATED. POLY EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. ALL SOD SHALL BE SECURED IN PLACE WITH BIODEGRADABLE U STAPLES. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE TWO-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. CONTRACTOR SHALL COORDINATE WATER AND ELECTRICAL SERVICES FOR IRRIGATION SYSTEM WITH MEP CONTRACTOR(S). 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. OWNER SHALL MAINTAIN ALL PLANTS PER GROWERS' INSTRUCTIONS. 25. OWNER SHALL APPLY PRE-EMERGENT HERBICIDE ACROSS ALL LANDSCAPE AND ROCK BEDS AT MINIMUM TWICE PER YEAR INTO THE FUTURE. 26. TURF MAINTENANCE SERVICE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLER. BEGIN MAINTENANCE IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL ACCEPTABLE TURF IS ESTABLISHED, BUT FOR NOT LESS THAN THE FOLLOWING PERIODS: SODDED TURF: 60 DAYS FROM DATE OF SUBSTANTIAL COMPLETION.DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS9/14/202056522This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\DLR GROUP\Christina Huddleston Elementary addition - Lakeville\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg September 14, 2020 - 8:25amISSUED FOR REVIEW - NOT FOR CONSTRUCTION© DLR GroupREVISIONS- NOT FORCONSTRUCTION -08.24.2020ISD #194 - CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION 9569 175th St W, Lakeville, MN 55044LANDSCAPE DETAILS L1.1 ENHANCED ROCK MAINTENANCE STRIP DETAIL SCALE: N.T.S.L1.14 EXHIBIT F A5.1A5.1312522' - 0 1/8"26' - 7" 10' - 6" 4 7/8" 10' - 6"21' - 9"993 SFCLASSROOM40201 SFMED GRPLC-1A864 SFCLASSROOM41564 SFLOCKERS40A232 SFLEARNINGCOMMONSLC-1228 SFLEARNINGCOMMONSLC-2189 SFLEARNINGCOMMONSLC-3144 SFMED GRPLC-1B869 SFCLASSROOM42867 SFCLASSROOM431801 SFCIRCULATION5088 SFSOUTH VEST.50A99 SFNORTH VEST.50B11A6.1A5.12321A6.1SPECIAL SHEATHING IN WALL 4FT HIGH AFFL, TYP AT LOCKER ROOM PERIMETER.SPECIAL SHEATHING IN WALL 4FT HIGH AFFL.ICC-500 STORM SHELTER54' - 1"A5.121A5.12660 LOCKERS: 15" W X 18" DP X 48" H.A2.121A2.15139 SFELECT40D36BDACPRIMARY TEACHING WALLPRIMARY TEACHING WALLSECONDARY TEACHING WALLPRIMARY TEACHING WALL:78452126' - 4"17' - 0"26' - 4"20' - 8"26' - 7"22' - 5"8' - 6"21' - 10"36' - 4"11' - 3"11' - 0"54 SFSTAFF WC140B48 SFSTAFF WC240C39 SFMECH50ESECONDARY TEACHING WALLSECONDARY TEACHING WALLSECONDARY TEACHING WALL4' - 10"4' - 10"27 SFIT42CTRANSFORMERINVERTERELECPANELELECPANELWATER TANKWATER HEATER18' - 4"7' - 0"7' - 11 1/2"4 7/8"7' - 11 1/2"EQEQ171' - 8"1' - 2"450 SFLOCKERS42A38' - 4"13' - 3"3' - 4"EQEQ27 SFAV42B11"10' - 8"7' - 4"11' - 8"71' - 8"18' - 8"81' - 4"94343A42A42B42C424140B40C40D4041A40A1A7.12A7.140ELC250A50BA11.11121A11.131A11.131SIMA11.131SIMA11.131SIMA10.11A10.167A10.152DEMO THESE DOORS, EXT SOFFIT PANELS AND SIDE LITES AND PATCH OPENING SURROUND. CONTINUE EXISTING CORRIDOR CEILING TO NEW DOOR LINE.DEMO THESE DOORS, EXT SOFFIT PANELS AND SIDE LITES AND PATCH OPENING SURROUND. CONTINUE EXISTING CORRIDOR CEILING TO NEW DOOR LINE.234 SFGIRLS RR50E216 SFBOYS RR50F18' - 3"7' - 0"7' - 0"18' - 4"9' - 11" 2' - 0" 8' - 10"140F2344LC-1A2550B150B250A150A268S6S6SS6SS4S4S4SS4S4S4F4F4S6S6S6S4CMUSCMUS68S6SS688MP4CMU2S4F47S4S4S4F4S4S4CMUSM4M4M4MP4M4M4M4M4M4CMUSMP4CMU2S4CMUSCMUSCMUSCMUSF4F4F4F4F4F4F4F4F4F4S4S4S4S4S4S4F4F4CMUSS4S43' - 9"3' - 2" 2' - 11"3' - 0"2"4' - 0"10' - 2"3' - 6"4' - 10"ALIGNALIGN3' - 0"2"3' - 0"ALT 27ALT 27ALT 2A5.132A5.133ICC-500 STORM SHELTER38' - 4"A2.153334A11.1512' - 4"A11.135A11.135SIMA11.135SIMA11.135SIM3A7.1SF1SF2SF3SF3SF4SF4LC1B12'MBD6'TBDPRIMARY TEACHING WALL: (1) 12'-0" W MBD, 6'-0" W TBD AT ALL CLASSROOM PRIMARY AND SECONDARY TEACHING WALLS, TYP.12'MBD6'TBD8'MBD86'MBDLC1A10.165A9.14A10.165A9.233A9.225A9.215A9.225A9.2154"HOLD1' - 6"A11.15512' - 9"GENERAL NOTESA. GENERAL NOTES APPLY TO ALL SHEETS.B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACEOF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES,OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.C. FINISH FLOOR ELEVATIONS ARE SHOWN THUS:D. FLOOR SPOT ELEVATIONS ARE SHOWN THUS:E. ALL INTERIOR CMU WALLS SHALL BE 8" NOMINAL THICKNESS,UNLESS NOTED OTHERWISE.F. WALLS SHADED ON THE FLOOR PLANS INDICATE GROUND FACEMASONRY UNITS (GFCMU). EXTEND GFCMU TO 4 INCHESMINIMUM ABOVE FINISH CEILINGS AND CONTINUE WITH CMU OFSAME THICKNESS.G. WALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS:SEE SHEET A0.2 FOR WALL TYPES. ALL INTERIOR PARTITIONS ARE WALL TYPE "?" UNLESS NOTED OTHERWISE.H. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALLEXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVEUNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLANNOTES.I. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THEBUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVELOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALLAND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRESTOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OFRESPECTIVE WALLS. SEE DETAILS ON SHEET A0.2.J. SEE SHEET CP1.1 FOR LOCATION OF WALLS OF FIRE-RESISTIVECONSTRUCTION. ALL WALLS OF FIRE-RESISTIVECONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR ORROOF DECK ABOVE.K. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITHTHRU-WALL FIRE STOPPING MATERIAL AS REQUIRED TOACHIEVE THE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKESTOPPAGE. SEE SPECIFICATION SECTION 078413.L. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOADBEARING MASONRY WALLS.M. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING ORMETAL BACKING PLATE IN METAL STUD PARTITIONS FOR THEPROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOORSTOPS, AUDIO VISUAL BRACKETS, ETC.N. GYPSUM BOARD AND PLASTER SURFACES SHALL BE ISOLATEDWITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND ASDESCRIBED IN THE SPECIFICATIONS.O. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE(CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN ANDBUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTSOR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, ANDWHERE MASONRY WALLS BEARING ON THE CONCRETE FLOORSLAB ABUT MASONRY WALLS BEARING ON CONCRETEFOOTINGS OR AS INDICATED ON DRAWINGS.P. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWINGITEMS: 1.???, 2. ???Q. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS ANDOWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS INTHE CONSTRUCTION SCHEDULE, AND SHALL COORDINATEWITH THE OWNER TO ACCOMMODATE THESE ITEMS.R. COORDINATE ALL MECHANICAL CHASE SIZES WITH THEMECHANICAL CONTRACTOR.S. COORDINATE WITH MECHANICAL AND ELECTRICALCONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADSSHOWN ON PLANS.T. "MBD" AND "TBD" INDICATE MARKER BOARDS AND TACKBOARDS ON PLANS. THE LENGTH PRECEDES THEDESIGNATION (EXAMPLE 16' MBD). ALL BOARDS ARE 4'-0" TALL.SEE WALL ELEVATIONS OR SPECIFICATIONS FOR MOUNTINGHEIGHT.U. ARCHITECTURAL FINISH FLOOR ELEVATION 100'-0" EQUALSACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 1091.80FEET.V. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4INCHES ABOVE FINISHED CEILING ON CMU WALLS.W. FIRE RATED ENCLOSURES AROUND ALL STEEL COLUMNSSHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OFFLOOR OR ROOF DECK ABOVE FOR EACH LEVEL.X. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TOIRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALLPENETRATIONS.Y. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR ASSHOWN ON THE DRAWINGS.TYP. FIN. FL.EL.=?XXX'-XX"PLAN KEYNOTE LEGEND1. EMERGENCY ESCAPE HATCH, SEE DOOR SCHEDULE2. SECURITY FILM TO GLASS PANELS AT ENTRY DOORS ANDSIDELITES TO DOOR HEIGHT3. ICC-500 TORNADO RESISTANT DOOR. STRUCTURAL POSTBETWEEN DOOR AND WINDOW WHEN DOOR HAS SIDELITE,SEE DOOR SCHEDULE4. ICC-500 STORM SHELTER: 8" REINFORCED CMU ALL AROUNDWITH STUD FURRING FOR FINISHES TO ALL ROOMSINTERNALLY. USE ALL AROUND STORM SHELTER PERIMETER.5. ADA PADDLES AND OPERATOR ON BOTH SIDES OF EACH PAIROF VESTIBULE DOORS, SEE DOOR AND HARDWARESCHEDULES6. NEW 2HR RATED LOAD BEARING FIRE SEPARATION WALL SET3" OFF EXISTING WALL7. FORM OPENING IN NEW WALL TO MATCH EXISTING WINDOWOPENING SIZE. PROVIDE SSF SILL AND JAMB AND HEADFURRING TO MATCH WALL MATERIAL AND FINISH. ALT#2:COVER EXISTING WINDOWS WITH WALL TYPE CMU2.8. FLAT PANEL MONITOR AND WALL CONNECTIVITY© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -8/24/2020 5:56:35 PMBIM 360://40-20148-00 Christine Huddleston Elementary School Addition/40-20148-00_ChristineHudd-ES_AR_2020.rvt40-20148-0008.24.2020ISD #194 -CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITEPLANAPPLICATIONFLOOR PLAN -ADDITIONA1.19569 175th St W, Lakeville, MN 55044SCALE:1/8" = 1'-0"A1.11LEVEL 1 PLANEXHIBIT G LEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"T/PARAPET114' - 6"21A6.1BDACEXISTINGNEWWIN-1BRICK-1BSCREEN-1MTL-1B2' - 6" 6' - 0" 5' - 4"8"14' - 6"2" BUILDINGEXP. JOINT4' - 4"M.O.4' - 0"23' - 4"3' - 4"MTL-1B10' - 6"EJEJEJ EJ3' - 4"1' - 10"3' - 1"3' - 1"2' - 3"2' - 8"2' - 10"2' - 10"2' - 10"2' - 0" 4' - 6" 8"PREFINISHED METAL COPINGBRICK-28' - 7" 2' - 5"59' - 11"MTL-1BWIN-1W2A3A7.1LOUVER-21' - 4"LEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"T/PARAPET114' - 6"21A6.1BDACEXISTINGNEWBRICK-1B6' - 0"6' - 0"2' - 6"EJ2" BUILDINGEXP. JOINT WIN-1 27' - 6"M.O.4' - 0" 3' - 6"2' - 6"SCREEN-1 BEYONDMTL-1B MTL-1B PREFINISHED METAL COPINGEJ EJ2' - 10"2' - 10"2' - 10"2' - 6"2' - 6"3' - 1"3' - 1"1' - 10"8"4' - 6"2' - 0"7' - 4"14' - 6"MTL-1B W1AW1C3A7.1LEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"11A6.1T/PARAPET114' - 6"36EXISTINGNEWBRICK-1B784521SCREEN-1EJ6' - 0"6' - 0"2' - 6"MTL-1B 91A7.12A7.1EJMTL-1B MTL-1B MTL-1B MTL-1B MTL-1B EJEJMTL-1B MTL-1B EJEJEJEJEJEJEJBRICK-1BBRICK-215' - 0"M.O.4' - 0" 4' - 0"M.O.8' - 0"23' - 4"M.O.8' - 0" 4' - 0"M.O.4' - 0"11' - 0"18' - 8"11' - 0"M.O.4' - 0" 4' - 0"M.O.8' - 0"17' - 8"M.O.8' - 0" 4' - 0"M.O.4' - 0"11' - 0"9"EQ EQ EQ EQ EQ6' - 0"171' - 8"4"5' - 2"2' - 0"6' - 10"W1BW1AW1BW1AW1AW1BW2BW2ALOUVER-22' - 0"1' - 4"LEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"T/PARAPET114' - 6"BRICK-1B21PREFINISHED METAL COPINGBRICK-29' - 0"12' - 11"EJ21' - 11"WIN-1MTL-1B9' - 0"2' - 8"2' - 10"4"14' - 10"2' - 6" 4' - 8" 1' - 10"2' - 8"LEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"T/PARAPET114' - 6"14' - 10"PREFINISHED METAL COPING9BRICK-1BBRICK-210' - 6"8' - 4"18' - 10"EJMTL-1B9' - 0" 2' - 8" 2' - 10"4"2' - 6" 4' - 7" 1' - 11"2' - 8"W1DLEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"T/PARAPET114' - 6"A4"14' - 6"14' - 10"PREFINISHED METAL COPINGBRICK-1BBRICK-2EJ3' - 0" 8' - 8"11' - 8"LEVEL 01100' - 0"T/DECK-EXTG113' - 0"T/DECK112' - 9 41/64"A3' - 2"8' - 6"14' - 6"4"14' - 10"11' - 8"PREFINISHED METAL COPINGBRICK-1BBRICK-2EJ8' - 0"LOUVER-1 PANELS MOUNTED TO GALV. STL POSTS AND CFSF, PER STRUCTURALHONED-FACE CMU ENCLOSURE BASE. FOUNDATION SYSTEM PER STRUCT, TYP.FACTORY FINISHED BRAKE METAL WALL CAPDOUBLE GATES BY CITYSCAPE: TOUGHGATE, WITH BARREL BOLTS AND PADLOCK8' - 1"6' - 0"2' - 1"HONED-FACE CMU ENCLOSURE.FOUNDATION SYSTEM PER STRUCT, TYP.FACTORY FINISHED BRAKE METAL WALL CAPDOUBLE GATES BY CITYSCAPE: TOUGHGATE, WITH BARREL BOLTS AND PADLOCK5' - 1"© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -8/24/2020 5:56:40 PMBIM 360://40-20148-00 Christine Huddleston Elementary School Addition/40-20148-00_ChristineHudd-ES_AR_2020.rvt40-20148-0008.24.2020ISD #194 -CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITEPLANAPPLICATIONEXTERIORELEVATIONSA5.19569 175th St W, Lakeville, MN 55044SCALE:1/8" = 1'-0"A5.123NORTH ELEVATIONSCALE:1/8" = 1'-0"A5.125SOUTH ELEVATIONSCALE: 1/8" = 1'-0"A5.131WEST ELEVATIONSCALE:1/8" = 1'-0"A5.121EAST ELEVATION (NORTH)SCALE:1/8" = 1'-0"A5.126EAST ELEVATION (SOUTH)SCALE:1/8" = 1'-0"A5.132SOUTH ELEVATION (RECESS)SCALE:1/8" = 1'-0"A5.133NORTH ELEVATION (RECESS)SCALE:1/8" = 1'-0"A5.152MECH YARD ENCLOSURE - SOUTH ELEVATIONSCALE:1/8" = 1'-0"A5.151MECH YARD ENCLOSURE - EAST ELEVSCALE:1/8" = 1'-0"A5.154DUMPSTER SCREEN WALL - SOUTHSCALE:1/8" = 1'-0"A5.153DUMPSTER SCREEN WALL - EASTEXHIBIT H © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -8/24/2020 5:56:37 PMBIM 360://40-20148-00 Christine Huddleston Elementary School Addition/40-20148-00_ChristineHudd-ES_AR_2020.rvt40-20148-0008.24.2020ISD #194 -CHRISTINA HUDDLESTON ELEM.SCHOOL CLASSROOM ADDITIONCUP AND SITEPLANAPPLICATIONEXTERIORPERSPECTIVESA5.09569 175th St W, Lakeville, MN 55044FOR REFERENCE ONLYSW AERIAL VIEWNW AERIAL VIEWNE AERIAL VIEWSE PERSPECTIVE VIEWENTRY VIEWEXHIBIT I 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CHRISTINA HUDDLESTON ELEMENTARY SCHOOL CONDITIONAL USE PERMIT AMENDMENT FINDINGS OF FACT AND RECOMMENDATION On October 1, 2020 the Lakeville Planning Commission met at their regularly scheduled meeting to consider the application of ISD #194 for a conditional use permit amendment to allow a building addition to Christina Huddleston Elementary School in the RS-2, Single Family Residential District. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Planning District No. 2 of the 2040 Comprehensive Plan which guides the property for Public and Quasi-Public uses. 2. The property is currently zoned RS-2, Single Family Residential District. 3. The legal description of the property is: The Southerly 800 feet of the Easterly 1089 feet of the South One-Half (S½) of the Northeast Quarter (NE ¼) of Section Seven (7), Township One Hundred Fourteen (114), Range Twenty (20), Dakota County, Minnesota. 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed expansion of the elementary school is consistent with the policies and provisions of Planning District 2 of the Comprehensive Land Use Plan. b. The proposed use is or will be compatible with present and future land uses of the area. 2 Finding: The proposed expansion of the elementary school is compatible with existing land uses in the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The elementary school is an existing use on the property. The proposed expansion will conform to all performance standards set forth in the Zoning Ordinance given compliance with the approved conditional use permit. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed expansion to the elementary school can be adequately served with existing public services. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The existing streets (Ipava Avenue and 175th Street) that serve the property can accommodate the proposed expansion. 5. The planning report dated September 23, 2020 and prepared by Kris Jenson, Associate Planner, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit amendment conditioned upon compliance with the planning report prepared by Associate Planner Kris Jenson dated September 23, 2020. DATED: October 1, 2020 LAKEVILLE PLANNING COMMISSION BY:______________________________ Pat Kaluza, Chair