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HomeMy WebLinkAboutItem 06 Eastview Elem. CUPCity 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: Eastview Elementary School Conditional Use Permit Amendment Application Action Deadline: October 25, 2020 INTRODUCTION Representatives of ISD 194 are requesting an amendment to CUP #95-14 to allow an expansion to Eastview Elementary School for the construction of classroom additions on the west side of the existing building located at 18060 Ipava Avenue. The proposed building addition will be 8,400 square feet in area for a total building area of 97,350 square feet according to the applicant. The subje ct 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 and drainage plan E. Parking lot site plan F. Exterior elevations G. Floor Plan H. Color elevations 2 PLANNING ANALYSIS The proposed two-story 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 parking lots, playground area, and various play fields. Surrounding Land Uses and Zoning North – Single family homes (RS-2) South – 183rd Street and single family homes (RS-3) West – Ipava Avenue and single family homes (RS-2) East – Single family homes (RS-3) and publicly-owned wetland area (P/OS) The proposed expansion was reviewed for conformance with Zoning Ordinance performance standards as follows: Building Setbacks. The building addition will exceed all setback requirements of the RS-2 District: Front – 30 feet Side – 30 feet on the side yard abutting public right of way, 15 feet on interior side yard Rear – 30 feet Building Height. The building addition will be 27 feet, 10 inches in height with an eight foot tall rooftop mechanical screen. The building meets the Zoning Ordinance requirements of a maximum building height of 35 feet within the RS-2 District. Mechanical Equipment Screening. There is roof mounted mechanical equipment proposed with the building addition. The equipment will be screened by a metal fence in compliance with Zoning Ordinance requirements. Access and Circulation. The site is accessed via Ipava Avenue and 183rd Street. The access and parking lot configuration will not be altered. 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 846 student enrollment capacity for Eastview Elementary School provided by the school district, 121 parking spaces are required. The site currently has 142 parking spaces on site, exceeding the minimum parking requirement by 21 spaces. Trails and Sidewalks. The existing internal sidewalks will be reconfigured and extended to accommodate the building addition and a sidewalk will be added to connect the addition to the sidewalk along the access drive from 183rd Street. 3 Building Elevations and Exterior Building Materials. The proposed building addition will be sided with brick to match the existing building materials and color 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 . Site Encroachments. Per the applicant, there is an adjacent residential property that has encroached on to the school property with landscape improvements. The school district is working with the property owner to ensure that the encroachments are relocated onto the residential parcel. The school district should confirm that these encroachments have been removed prior to a certificate of occupancy being issued for the building addition. Signs. There is no new signage proposed with the addition. Lighting. There is no new lighting proposed with the addition. Engineering Review. The Engineering Division has reviewed the plans and the Applicant must address all comments relating to the proposed stormwater management for the site improvements prior to issuance of a building permit. Additionally, the final grading and utility plans must be approved prior to the issuance of a building permit. RECOMMEND ATION Planning Department staff recommends approval of the Eastview 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 encroachments onto the school property by an adjacent residential lot shall be removed prior to the issuance of a certificate of occupancy for the 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. Findings of fact are attached to this report. DRAINAGE AND UTILITY EASEMENT LOT 1 BLOCK 2 LOT 2 BLOCK 2 LOT 3 BLOCK 2 MARSH VIEW 183 R D S T R E E T IMAGERY LANE B-102 B-101 B-103 B-104 B-105 B-106 BUILDING FF=1086.76 8" DIP BALL FIELD 5' W A L K 18" STORM 18" STORM 18" STORM18" STORM SAW CUT BITUMINOUS AND REMOVE WEST OF THIS LINEREMOVE CONCRETE REMOVE (3) MAPLE TREES REMOVE 123 L.F. OF 8" DIP WATER MAIN (SEE SHEET C-2) RELOCATE WATER SERVICE LINE. FIELD VERIFY (SEE SHEET C-2) 36 L.F. OF 12" PVC STORM PIPE AT 5.0% SLOPE. FLARED END INVERT = 1082.5 NEW STORM MANHOLE OVER EXISTING 18" STORM LINE. TC=1085.8 18" INV = 1076.18 12" INV = 1080.70 EXISTING LEGEND LOT LINE RIGHT-OF-WAY LINE EASEMENT LINE WATER MAIN SANITARY SEWER STORM SEWER WATER SERVICE SANITARY SERVICE CHAIN LINK FENCE VINYL/WOOD FENCE LIGHT POLE POWER POLE XFMR. TRANSFORMER CBLX. CABLE BOX TEL. TELEPHONE BOX E.M. ELECTRIC METER G.M. GAS METER A.C. AIR CONDITIONER HYDRANT WATER VALVE P.I.V. POST INDICATOR VALVE SANITARY MANHOLE C.O. CLEANOUT STORM MANHOLE AREA CATCH BASIN CATCH BASIN CONIFEROUS TREE DECIDUOUS TREE CONTOUR LINE SPOT ELEVATION DRAINAGE ARROW DETAIL NOTE GENERAL NOTES 1. The underground utilities shown have been located from field survey information. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from the information available. The surveyor has not physically located the underground utilities. Call Gopher State One Call at 811 for all utility, gas line, and electrical line locations prior to excavation. 2. No title commitment was referenced for the survey shown hereon. 3. Property address: 18060 Ipava Avenue, Lakeville, MN. 4. Benchmark - Building finished floor = 1086.76 = NAVD 1988 REVISIONS- NOT FORCONSTRUCTION -JACOBSON ENGINEERS& SURVEYORS40-20149-00 08.21.2020ISD #194 EASTVIEW ELEMENTARY ADDITIONCUP SUBMISSION CIVILTOPOGRAPHIC SURVEY C-1 18060 Ipava Ave.Lakeville, MN 55044EXHIBIT C DRAINAGE AND UTILITY EASEMENTLOT 1BLOCK 2LOT 2BLOCK 2183RD STREETIMAGERY LANEB-102B-101B-103B-104B-105B-106BUILDINGFF=1086.768" DIP8" DIPBALL FIELD5' WALK18" STORM18" STORM1 8 " S T O R M NEW ADDITIONFF=1086.76NEW 5' WIDE WALKNEW 8' CONC.WALK2.5' MAINTENANCE STRIP(1-1/2"ROCK) AT PERIMETER OFBUILDINGAREA CB AND 20 L.F. OF 12" PVCSTORM PIPE @3.0% SLOPETC=1084.7INV=1081.2CORE-DRILL MH AT ELEV=1080.6140 L.F. OF RE-ROUTED 8" DIPWATER MAINEOF=1083.0RAIN GARDENBOTTOM=981.5INFILTRATIONBASIN18" STORMREPAIR WALK FROM WATER MAININSTALLATION (HATCHED AREA)36 L.F. OF 12" PVC STORM PIPEAT 5.0% SLOPE.FLARED END INVERT = 1082.5NEW STORM MANHOLE OVER EXISTING 18"STORM LINE.TC=1085.818" INV = 1076.1812" INV = 1080.70 SEED AND MULCH USING MNDOT SEED MIX #33-262PROPOSED LEGENDWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEHYDRANTWATER VALVESANITARY MANHOLESTORM MANHOLECATCH BASINSILT FENCEGRADING LIMITS999CONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTESSSSWWWWSSSSNOTES1) UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUNDUTILITIES COMPILED FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORDDRAWINGS (DESIGN & AS-BUILT). CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY,GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION.2) CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY SPECIFICATIONS.3) INSTALL SILT FENCE PRIOR TO EXCAVATION AS SHOWN.4) RE-VEGETATE THE SITE WITHIN 48 HOURS OF FINAL GRADING.5) THE STREET MUST BE CLEARED OF DEBRIS AT THE END OF EACH DAY. ADDITIONALSWEEPING WILL BE REQUIRED DURING THE HAULING PROCESS. ALL STREETS MUST BEMAINTAINED TO SAFE DRIVING CONDITIONS.6) ALL DOWNSTREAM EXISTING CATCH BASINS MUST HAVE INLET PROTECTION.7) CONTRACTOR SHALL DETERMINE STOCK PILE AREAS AND CONCRETE WASHOUT AREASPRIOR TO EXCAVATION AND PROVIDE NECESSARY EROSION CONTROL.8) PROPOSED SLOPES AS SHOWN ARE NOT GREATER THAN 3:1.9) USE "CITY OF LAKEVILLE UTILITY AND STREET CONSTRUCTION STANDARDS ANDSPECIFICATIONS" AND USE CITY OF LAKEVILLE STANDARD PLATES.10) STORM SEWER SHALL BE AIR TESTED 20 FEET IN EITHER DIRECTION AT ALL LOCATIONSWHERE CROSSING WATER SERVICES.11) THE FILTRATION BASIN SHALL BE PROTECTED FROM CONSTRUCTION TRAFFIC. ONCEBASIN IS EXCAVATED TO GRANULAR DEPTH, ALL HEAVY EQUIPMENT SHALL BE KEPT OUTOF THIS AREA.12) AN NPDES PERMIT IS NOT REQUIRED FOR THIS SITE...THE OVERALL DISTURBANCE IS LESSTHAN 1.0 ACRE.REVISIONS- N O T F O R CO N S T R U C T I O N - JACOBSON ENGINEERS & SURVEYORS40-20149-0008.21.2020ISD #194 EASTVIEW ELEMENTARY ADDITIONCUPSUBMISSIONCIVILGRADING,DRAINAGE, UTILITY,AND EROSIONCONTROLC-218060 Ipava Ave. Lakeville, MN 55044EXHIBIT D XXX X 9'x20'STALL(TYP)9'x20'STALL(TYP)9'x20'STALL(TYP)9'x20'STALL(TYP)9'x20'STALL(TYP)4" WIDE PAINTSTRIPE @ 3' O.C.4" WIDE PAINTSTRIPE @ 3' O.C.4" WIDE PAINTSTRIPE @ 3' O.C.4" WIDE PAINT STRIPE4" WIDE PAINT STRIPE4" WIDE PAINTSTRIPE @ 3' O.C.4" WIDE PAINT STRIPE4" WIDE PAINT STRIPE4" WIDE PAINTSTRIPE (TYP)4" WIDE PAINTSTRIPE (TYP)4" WIDE PAINTSTRIPE (TYP)4" WIDE PAINTSTRIPE (TYP)4" WIDE PAINTSTRIPE @ 3' O.C.4C2.117C2.116C2.116C2.116C2.116C2.117C2.114C2.11R8.00'(TYP)R4.00'(TYP)R15.00'R8.00'R4.00'R4.00'R8.00'R8.00'(TYP)R4.00'(TYP)R15.00'R4.00'PAINTEDACCESSIBLESYMBOL (TYP)5C2.1112C2.1112C2.1112'12'90°33'28"36.42'160.81'R30.00'90°36'17"108.81'90°0'0"126.67'329.33'R50.00'R15.00'R8.00'(TYP)R4.00'(TYP)R8.00'(TYP)R4.00'(TYP)42.67'40.00'24.00'20.00'24.00'20.00'20.00'24.00'20.00'252.00' 24.00'12.00'45.00'9.00'24.00'12.00'162.00'12.00'40.00'24.00'20.00'11.00'10C2.1110C2.1110C2.1110C2.1110C2.1111C2.1111C2.1111C2.1111C2.1111C2.1112.00'12.00'10.00'12.00'153°12'44"13.07'172.68'26°10'59"ALIGNR20.0 0'ALIGNALIGN8C2.118C2.118C2.114C2.118' WALK9C2.118' WALK9C2.114C2.114C2.114C2.114C2.114C2.114C2.11BC2.1113AC2.1113AC2.11134" WIDE PAINT STRIPE4" WIDE PAINT STRIPE14C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING7575 GOLDEN VALLEY ROADSUITE 200MINNEAPOLIS. MN 55427FAX (763) 544-0531PH (763) 544-7129ScaleNorthCheckDrawnDate:CommRevisionsDescriptionDate NumDavid A. Rey4/21/2017401801622134/21/2017JCLDAR1" = 30'C1.21MinnesotaProfessional EngineerLakeville Area Public SchoolsISD #1948670 210th Street WestLakeville, Minnesota 55044Eastview ElementarySchool - Parking LotReconstructionNOTES:1. REFER TO SHEET C1.31, GRADING, DRAINAGE AND STORMWATER POLLUTION PREVENTIONPLAN, FOR GENERAL NOTES.2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OFFENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.4. SIGNAGE SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT.5. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.6. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.7. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED TRAFFIC CONTROL SIGNSIGNAGE KEY NOTEPAINTED ACCESSIBLE SYMBOLAPPROXIMATE SOD LIMITPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINEA1C2.119C2.11110C2.1111C2.1112C2.1113C2.11EXHIBIT E LOWER LEVEL 100' - 0" UPPER LEVEL PLAN 112' - 0" ROOF 125' - 10" T/PARAPET 127' - 10" 1 A6.1 BC A EXISTING BUILDING 3" BUILDING EXP. JNT. WIN-1 1' - 3" M.O. 4' - 8" WIN-1 SCREEN-1 EJ EA.5 EA 16' - 5" 44 A7.1 PREFINISHED METAL COPING BRICK-1C BRICK-2 22' - 4" EJ 7' - 2" 1' - 8" 5' - 0" 1' - 11"2' - 0"2' - 1" 8' - 0" 8"28' - 6"LOWER LEVEL 100' - 0" UPPER LEVEL PLAN 112' - 0" ROOF 125' - 10" T/PARAPET 127' - 10" 2 A6.1 3 421 5 PREFINISHED METAL COPING EJBRICK-1D WIN-1 28' - 6" EXISTINGNEW SCREEN-1 23 A8.1 8"8' - 0"M.O.6' - 0"6' - 0"M.O. 3' - 8"18' - 0"17' - 8" M.O. 5' - 0"M.O.6' - 0"1' - 10"E17E16.5E16E15E14E18 EJEJEJEJEJEJ2' - 4" M.O. 3' - 8"12' - 4" M.O. 8' - 8" 3' - 0" BRICK-1C 8"8' - 0"M.O.11' - 8"8' - 2"28' - 6"74' - 4"BRICK-2 2' - 1"2' - 0"1' - 11" 6' - 0" 2' - 1"2' - 0"1' - 11"1' - 11"1' - 11"1' - 11"2' - 0"2' - 0"1' - 11"W1E W1A W1A W1D W2B W1B 3' - 0" 2' - 0"1' - 4"1' - 4" 5' - 0" 3' - 0" LOWER LEVEL 100' - 0" UPPER LEVEL PLAN 112' - 0" ROOF 125' - 10" T/PARAPET 127' - 10" 1 A6.1 B C E MTL-1C 3" BUILDING EXP. JNT. BRICK-1C EJ 28' - 6"EXISTINGNEW SCREEN-1 WIN-18"8' - 0"M.O.6' - 0"6' - 0"M.O. 5' - 3"20' - 1" M.O. 8' - 8"20' - 4" M.O. 5' - 0"1' - 10"8"27' - 10"MTL-1C 44 A7.1 BRICK-1D BRICK-2 EJ EJ EJ M.O.6' - 0"25' - 10"59' - 4"1' - 11"2' - 0"2' - 1"1' - 11"2' - 0"2' - 1"W1A W2A W1C W2C W1B W2B W1F W1G A9.2 1 41 A7.1 LOWER LEVEL 100' - 0" UPPER LEVEL PLAN 112' - 0" ROOF 125' - 10" T/PARAPET 127' - 10" 2 A6.1 34 25 BRICK-1C 28' - 6"23 A8.1 SCREEN-1 8"8' - 0"M.O.6' - 0"6' - 0"M.O.6' - 0"EJ. E17 E16.5 E16 E15 E14 E18 M.O. 5' - 0"24' - 8" PREFINISHED METAL COPING BRICK-1D BRICK-1D BRICK-2 1' - 10"10"2' - 1"2' - 0"1' - 11"2' - 1"2' - 0"1' - 11"2' - 6" W1C W2C © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -8/24/2020 7:27:16 AMBIM 360://40-20149-00 Eastview Elementary School Addition/40-20149-00_Eastview-ES_AR_2020.rvt40-20149-00 08.24.2020ISD #194 -EASTVIEW ELEMENTARY SCHOOLCLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION EXTERIOR ELEVATIONS A5.118060 Ipava Ave, Lakeville, MN 55044SCALE:1/8" = 1'-0"A5.1 11 WEST ELEVATION SCALE:1/8" = 1'-0"A5.1 21 SOUTH ELEVATION SCALE:1/8" = 1'-0"A5.1 31 EAST ELEVATION SCALE:1/8" = 1'-0"A5.1 41 NORTH ELEVATION AUBREY: - REPLACE WINDOW TYPE NUMBERS WITH WINDOW TAGS BASED ON OPENING SIZE AND MULLION ARRANGEMENT. - CALL OUT WALL TYPES WITH TAGS. - POINT TO LOCATIONS OF ARCH FEATURES SUCH AS COPINGS, ADA OPERATOR PADDLES, ETC. EXHIBIT F UP DN A5.141 A5.1 21 STORM SHELTER 59' - 4"34' - 0"STORM SHELTER40' - 4"158 SF MEDIUM GROUP LC-1A 497 SF LEARNING COMMONS LC-1 129 SF VESTIBULE V1 926 SF CLASSROOM 106 926 SF CLASSROOM 105 24 SF MECH RM 105B 1 A6.1 2 A6.1 17 LOCKERS: 15" W X 18" DP X 48" H.14' - 3" 3 4 B CA E 2 1 5 12' - 4"13' - 1"20' - 3"3' - 0"36' - 0"EXISTING WINDOW TO REMAIN AS IS. 48 SF STUDENT WC 1 105A 222 SF STAIR 1 1-1 23 A8.1 INVERTER24 SF EM ELEC 106B 48 SF STUDENT WC 2 106A 4' - 8" 22' - 4"3" 46 SF ELECT LC-1B 4' - 4" 4' - 4" E17 E16.5 E16 E15 E14 E18 E11 EB ECEA.5EA 28' - 8"28' - 8"17' - 9"1' - 5" EMERGENCY ESCAPE HATCH < 44" AFFL. EXACT LOCATION TO BE CONFIRMED. 8' - 2"6' - 8" DIRECT ALL ROOF DRAINS TO THIS SIDE.74' - 4" 105A 105 106A LC1A LC1B 1-1.1 1-1.2 106C 7' - 0" 106 10' - 11"7' - 6" 5' - 0" 14 LOCKERS: 15" W X 18" DP X 48" H.TRANSFORMERELEC PANEL 10' - 0" ELEC PANEL11' - 3"A2.1 21 A8.1 21 105B 106B 44 A7.1 A11.1 21 11 A11.1 14 A11.114SIMA11.1 16 A10.1 65 A10.1 37 A10.1 66 A10.1 67 A10.1 55 S4 S4 S4 S6 M4 M4M4 CMU4 CMU4 M4 M4 5' - 0" A5.1 31SIM15' - 5"5" 4' - 6" 2 6 8 7 CMU42 S4CMU4 CMU4 CMU4 S42 S4S4 S4 CMU4 F4F4 F4 F4 S4S4 F4 F4 F4 F4 S4 S4 5' - 0" 7' - 6"10' - 11" 5 3" 7' - 0" A11.1 24 SIM A11.1 24 SIM 105C V1B 6"6" 1' - 10"17' - 6"1' - 10"7' - 4"9' - 4" A11.1 16 SIM 35 41 A7.1 SF1 12'MBD 4'TBD 8'MBD 4'TBD 12'MBD 4'TBD 8'MBD4'TBD 4'MBD PRIMARY TEACHING WALL: (1), 12'-0" W MBD AND (1) 4'-0" W TBD, TYP. SECONDARY TEACHING -WALL TO RECEIVE (1) 8'-0" W MBD AND (1) 4'-0" W TBD, TYP.8 6'MBD 6'TBD 765 SF CORRIDOR LC-1C 4" A11.1 2 A9.1 55 A9.2 25 A5.141 A5.1 21 951 SF CLASSROOM 206 951 SF CLASSROOM 207 499 SF LEARNING COMMONS LC-2 38 SF AV/IT CLOSET LC-2D 207 SF MED GROUP LC-2A 1 A6.1 ADD ALT #2: FIRE SHUTTER OVER EXISTING WINDOW. OPENING IN NEW WALL TO MATCH EXISTING WINDOW OPENING SIZE. 2 A6.1 A2.1 41 3 4 B CA E 2 1 5 13' - 1"20' - 3"3' - 0"36' - 0"28' - 8"28' - 8"17' - 9" 6' - 5" 3' - 7" 3' - 7" 6' - 5"10' - 6" EXISTING WINDOW TO REMAIN AS IS. SECURITY FILM TO GLASS AND SPECIAL SHEATHING IN WALL 4FT HIGH AFFL, TYP AT CLASSROOM ENTRY WALL. NEW 2HR RATED LOAD- BEARING FIRE SEPARATION WALL SET 2" OFF EXISTING WALL. D.F. DEMO EXISTING WINDOW, KNEE WALL, AND PATCH FLOOR FINISH. 23 A8.1 E17 E16.5 E16 E15 E14 E18 E11 EB ECEA.5EA 3' - 2"97 SF SM GRP LC-2B LC2B LC2D 1-2 20610"7' - 1"10' - 1" 7' - 0"7' - 0"9' - 5"51 SF WC 207A 49 SF WC 206A 50 SF STAFF WC LC-2C 223 SF STAIR 1 1-2 LC2C LC2A 207 206A 207A A8.1 11 44 A7.1A5.1 31SIM3' - 9"11' - 3"M4 M4 M4 M4 CMU42 S42 S4S S6 S4 F4S4SS4S S4S S4S S4S S4 S4 F4 S4 S4 S4 S4S4 F4 S4F4 S4 F4 S414 LOCKERS: 15" W X 18" DP X 48" H.3"22' - 4"3" A11.1 24 A11.1 24 SIM MIR A11.1 14 SIMA11.114SIM MIR 4" A11.1 26 25 A11.1 26 SIM A11.1 25 SIM41 A7.1 17 LOCKERS: 15" W X 18" DP X 48" H.SF2 SF3 8 8 8 4'MBD 6'MBD 6'TBD PRIMARY TEACHING WALL: (1), 12'-0" W MBD AND (1) 4'-0" W TBD, TYP. SECONDARY TEACHING -WALL TO RECEIVE (1) 8'-0" W MBD AND (1) 4'-0" W TBD, TYP.12'MBD 4'TBD 8'MBD 4'TBD 733 SF CORRIDOR LC-2E 8'MBD 12'MBD 4'TBD 4'TBD A11.1 3 A9.2 25 GENERAL NOTES A. GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF 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 FACE MASONRY UNITS (GFCMU). EXTEND GFCMU TO 4 INCHES MINIMUM ABOVE FINISH CEILINGS AND CONTINUE WITH CMU OF SAME 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 SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLAN NOTES. I. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON- BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET A0.2. J. SEE SHEET CP1.1 AND CP1.2 FOR LOCATION OF WALLS OF FIRE- RESISTIVE CONSTRUCTION. ALL WALLS OF FIRE-RESISTIVE CONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE. K. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH THRU-WALL FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413. L. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. M. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC. N. GYPSUM BOARD AND PLASTER SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. O. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. P. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING ITEMS: 1.???, 2. ??? Q. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. R. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR. S. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS SHOWN ON PLANS. T. "MBD" AND "TBD" INDICATE MARKER BOARDS AND TACK BOARDS ON PLANS. THE LENGTH PRECEDES THE DESIGNATION (EXAMPLE 16' MBD). ALL BOARDS ARE 4'-0" TALL. SEE WALL ELEVATIONS OR SPECIFICATIONS FOR MOUNTING HEIGHT. U. ARCHITECTURAL FINISH FLOOR ELEVATION 100'-0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 1086.76 FEET. V. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS. W. FIRE RATED ENCLOSURES AROUND ALL STEEL COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE FOR EACH LEVEL. X. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. Y. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. TYP. FIN. FL. EL.= ? XXX'-XX" PLAN KEYNOTE LEGEND 1. EMERGENCY ESCAPE HATCH, SEE DOOR SCHEDULE 2. SECURITY FILM TO GLASS PANELS AT ENTRY DOORS AND SIDELITES TO DOOR HEIGHT 3. ICC-500 TORNADO RESISTANT DOOR. STRUCTURAL POST BETWEEN DOOR AND WINDOW WHEN DOOR HAS SIDELITE, SEE DOOR SCHEDULE 4. ICC-500 STORM SHELTER: 8" REINFORCED CMU ALL AROUND WITH STUD FURRING FOR FINISHES TO ALL ROOMS INTERNALLY. USE ALL AROUND STORM SHELTER PERIMETER. 5. ADA PADDLES AND OPERATOR ON BOTH SIDES OF EACH PAIR OF VESTIBULE DOORS, SEE DOOR AND HARDWARE SCHEDULES 6. NEW 2HR RATED LOAD BEARING FIRE SEPARATION WALL SET 2" OFF EXISTING WALL 7. FIRE SHUTTER OVER EXISTING WINDOW. OPENING IN NEW WALL TO MATCH EXISTING WINDOW OPENING SIZE. 8. FLAT PANEL MONITOR AND WALL CONNECTIVITY © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -8/24/2020 7:27:12 AMBIM 360://40-20149-00 Eastview Elementary School Addition/40-20149-00_Eastview-ES_AR_2020.rvt40-20149-00 08.24.2020ISD #194 -EASTVIEW ELEMENTARY SCHOOLCLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION FLOOR PLANS - ADDITION A1.118060 Ipava Ave, Lakeville, MN 55044SCALE: 1/8" = 1'-0"A1.1 1 LOWER LEVEL PLAN SCALE: 1/8" = 1'-0"A1.1 2 UPPER LEVEL PLAN MOVEMENT JOINTS ALL AROUND OPENING EXHIBIT G © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -8/24/2020 7:27:14 AMBIM 360://40-20149-00 Eastview Elementary School Addition/40-20149-00_Eastview-ES_AR_2020.rvt40-20149-00 08.24.2020ISD #194 -EASTVIEW ELEMENTARY SCHOOLCLASSROOM ADDITIONCUP AND SITE PLAN APPLICATION EXTERIOR PERSPECTIVES A5.018060 Ipava Ave, Lakeville, MN 55044FOR REFERENCE ONLY SE VIEW ENTRY VIEW EAST AERIAL VIEW NE AERIAL VIEW SE AERIAL VIEW EXHIBIT H 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA EASTVIEW 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 Eastview Elementary School in the RS-2, Single Family Residential District. The Planning Commission conducted a public hearing on the proposed conditional use permit amendment 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: Lot 1, Block 1, Lakeville 1996 Elementary Addition 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. Finding: The proposed expansion of the elementary school is compatible with existing land uses in the area. 2 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 amendment. 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 183rd 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