updated 03-04-26 ISD 276 Minnetonka MS Development Review Plan Packet-City SubmittalA0.0 Title Sheet
V1.0 Boundary & Topographic Survey
V1.1 Boundary & Topographic Survey
V1.2 Boundary & Topographic Survey
V1.3 Boundary & Topographic Survey
V1.4 Tree Table
L1.0 Overall Site Information
L1.1 Tree Preservation and Removal Plan
L1.2 Tree Inventory Chart and Landscape Information
L2.0 Site Landscape Plan – West Area
L2.1 Site Landscape Plan – Center Area
L2.2 Site Landscape Plan – East Area
L2.3 Transplanted Tree Location Plan and Planting Details
C1.0 Stormwater Pollution Prevention Plan
C2.0 Overall Existing Conditions and Removal Plan
C2.1 Existing Conditions and Removals Plan
C2.2 Existing Conditions and Removals Plan
C3.0 Overall Site Paving and Utility Plan
C3.1 Site Paving and Utility Plan
C3.2 Site Paving and Utility Plan
C3.3 Site Paving and Utility Plan
C4.0 Overall Signage, Striping, and Dimension Plan
C4.1 Signage, Striping, and Dimension Plan
C4.2 Signage, Striping, and Dimension Plan
C5.0 Overall Grading and Drainage Plan
C5.1 Grading and Drainage Plan
C5.2 Grading and Drainage Plan
C6.0 Erosion and Sediment Control Plan
C7.0 Civil Details
C7.1 Civil Details
C7.2 Civil Details
C7.3 Civil Details
C7.4 Civil Details
A1.0 First Floor Reference Plan
A3.1 Unit A First Floor Plan and Schedules
A3.2 Unit B First Floor Plan and Schedules
A3.3 Unit E First Floor Plan and Schedules
A3.4 Unit J First Floor Plan and Schedules
A3.5 Unit J Upper Level Floor Plan and Schedules
A4.1 Exterior Elevations
E1.0 Electrical Site Plan
SHEET INDEXVICINITY MAP
COURTYARD
COURTYARD
GYMNASIUM
GYMNASIUMPOOL
CAFETERIACOURT
YARD
BOILER KITCHEN
COURT
YARD
MEDIA
CENTER
MAIN ENTRY
GYMNASIUM /
TORNADO SHELTER
STAGE
SCIENCE COURT
YARD
BUILDING ADDITION
SCIENCE
8,300 SF
BUILDING ADDITION
GYM, STAGE, RESTROOMS
(TORNADO SHELTER)
PERFORMANCES = 750 SEATS
14,500 SF
BUILDING ADDITIONS
RESTROOMS
250 SF
EXISTING BUILDING
NEW ADDITIONS
TOTAL
BUILDING AREA
134,400 SF
22,800 SF
157,200 SF
Minnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONS
KEYPLAN
SIGNATURE / SEAL
F E B 1 3 , 2 0 2 6
DRAWN BY
CHECKED BY
ISSUED FOR
ISSUE DATE
SHEET NAME
ATS&R PROJECT NO.
SHEET NUMBER
REVISION NO.
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A0.0
TITLE SHEET
CITY SUBMITTAL
T A P
Checker
MINNETONKA MIDDLE SCHOOL WEST
GYM, STAGE AND SCIENCE
ADDITIONS AND ALTERATIONS
MINNETONKA PUBLIC SCHOOLS DISTRICT NO. 276
6421 HAZELTINE BOULEVARD
MINNETONKA, MINNESOTA 55331
CITY SUBMITTAL
A0.0 1" = 30'-0"
2 REFERENCE PLAN
NORTHREV NO DESCRIPTION DATE
MATCH LINE BMATCH LINE BMATCH LINE AMATCH LINE A SEE SHEET V1.1 FOR TOPOGRAPHICINFORMATION IN THIS AREASEE SHEET V1.2 FOR TOPOGRAPHICINFORMATION IN THIS AREASEE SHEET V1.2 FOR TOPOGRAPHICINFORMATION IN THIS AREASEE SHEET V1.3 FOR TOPOGRAPHICINFORMATION IN THIS AREAHAZELTINE BOULEVARD(COUNTY ROAD NO. 41)(A Public R/W)(Width Varies)MELODY HILL ROAD(A Public R/W)PID: 250033000Address: 6421 Hazeltine BoulevardPID: 250034830Address: 6651 Hazeltine BoulevardOwner: Dennis M & Joan E ClarkPID: 251450130Address: 6610 Brenden CourtOwner: Donna SajadyPID: 251450140Address: 6613 Brenden CourtOwner: Brent McnameePID: 256120440Address: UnassignedOwner: Chanhassen CityPID: 256110090Address: 6604 Alder WayOwner: Matthew QuinnPID: 256110080Address: 2180 Pinehurst DriveOwner: William R GuptailPID: 252470030
Address: 2181 Crestview Drive
Owner: William D Hile Revocable Trust
PID: 252470020
Address: 2180 Crestview Drive
Owner: Trust Agreement of Garth and Madline Su PID: 256200031
Address: 6464 Murray Hill Road
Owner: Paul V Kelly
PID: 256200020
Address: 6454 Murray Hill Road
Owner: Drew Torrence
PID: 256210020
Address: 6434 Murray Hill Road
Owner: Chanhassen City
PID: 258370040
Address: 2165 Murray Hill Court
Owner: Emily Kathryn Raguse
PID: 258370010
Address: 2160 Murray Hill Court
Owner: Charles G Goers SR Rev TrustPID: 254590060Address: 6400 Melody LaneOwner: Richard D Gail Ann Pratt BlissPID: 254590070Address: 6405 Melody LaneOwner: Lynn Suzanne MillerP
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N69°23'42"W55.00S02°28'15"W 1174.51 S86°33'22"E 525.52S41°54'45"E 38.33N
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EFound Cast Iron MonumentFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron Pipe
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Found 1/2 Inch IronPipe w/ Cap No. 17253Found 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Illegible CapFound 1/2 Inch IronPipe w/ Cap No. 22414Found 1/2 Inch IronPipe w/ Illegible CapFound 1/2 Inch IronPipe w/ Illegible CapTrun
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Rip-RapVICINITY MAPMinnetonka Middle School West
6421 Hazeltine Boulevard, Excelsior, Carver County, Minnesota 55331
5621 County Road 101, Minnetonka, Minnesota 55345
Minnetonka Independent School District 276
PROJECTPROJECT NO.: 23189.03COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.0BOUNDARY &TOPOGRAPHICSURVEY............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.1-27-2026NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDD/DPDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUBDESCRIPTION OF PROPERTY SURVEYEDThe Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3),Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U.S.Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deedrecorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds,page 400, and that part thereof conveyed by deed recorded in the office of the Register ofDeeds of Carver County, Minnesota, in Block 41 of Deeds, page 322, and subject to the right,title and interest of the State of Minnesota in that strip of land conveyed by deed recorded inthe office of the Register of Deeds of Carver County, Minnesota, in Block 33 of Deeds, page 25.Also that part of Lot E, Bardwell Acres, not conveyed by said deed recorded in the office of theRegister of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322.Subject to a permanent easement for roadway purposes as recorded in the office of theRegister of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32.GENERAL SURVEY NOTES1.Bearings are based on the Carver County Coordinate System (1986 Adjustment).2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the firehydrant located on the east side of Hazeltine Boulevard approximately 117 feet southwestof the northwest corner of the subject property, as shown on sheet V1.3. Elevation =1024.09.3.We have shown the location of utilities to the best of our ability based on observedevidence together with evidence from the following sources: plans obtained from utilitycompanies, plans provided by client, markings by utility companies and other appropriatesources. We have used this information to develop a view of the underground utilities forthis site. However, lacking excavation, the exact location of underground features cannotbe accurately, completely and reliably depicted. Where additional or more detailedinformation is required, the client is advised that excavation may be necessary. Also,please note that seasonal conditions may inhibit our ability to visibly observe all theutilities located on the subject property.4.Site Address: 5621 County Road 101, Minnetonka, Minnesota 55345.5.This property is contained in Zone X (area determined to be outside the 0.2% annualchance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0319F,effective date of November 4, 2016.6.The gross land area is 1,338,842 +/- square feet or 30.736 +/- acres.7.The names of the adjoining owners of the platted lands, as shown hereon, are based oninformation obtained from the Carver County Interactive Property Map.8.The fieldwork was completed on 10-30-2025. Additional field work was completed on1-15-2026SURVEY REPORT1.This map and report was prepared without the benefit of a Commitment for TitleInsurance. The property description listed hereon is per a survey performed by ClarkEngineering dated 1-4-2014 and may not be the description of record. There may beeasements or other matters of record we are unaware of and thus not shown hereon.2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation,and easements and/or servitudes:[A].Chain link fence crosses the north line of the subject property, as shown on sheetV1.2.[B].Concrete crosses the south line of the subject property, as shown on sheet V1.1.[C].Concrete crosses the south line of the subject property, as shown on sheet V1.2.[D].Wood fence crosses the south line of the subject property, as shown on sheet V1.2.100255002550SCALE IN FEET
MATCH LINE BMATCH LINE A 2 Story Brick Sided BuildingFoundation Area = 141,068 +/- Sq. Ft.PID: 250034830Address: 6651 Hazeltine BoulevardColumnWater TowerKeystone Retaining Wall[B] Concrete CrossesProperty LineChain Link FenceChain Link Fence37.915.5
15.758.96.00.84.050.313.12.724.22.723.637.37.91.032.341.85.33.60.919.935.953.136.019.60.93.55.43.532.00.6
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9.285.18.150.413.523.8
17.252.3
41.421.0
73.321.3
74.676.1 4.3135.5
29.853.919.830.1
20.71.3
59.319.9
38.720.0 1.730.8
8.36.2
24.224.9 2.424.5 2.411.36.120.7 15.46.310.817.6 35.816.4 40.85.416.66.01.30.435.038.3 40.720.6 0.69.3
30.325.5 6.00.8
4.051.4 4.00.86.060.0 3.78.7
3.614.5
9.962.2 76.16.87.377.97.225.3ConcreteRetaining WallChain Link FenceChain Link FenceConcrete Retaining WallTrackTrackConcrete ConcreteConcreteConcreteSandSandBituminous Parking LotBituminous Parking LotBituminous Parking Lot
Bituminous Parking LotBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminous DriveBituminous DriveBituminous DriveBituminous Drive Bituminous DriveChain Link FenceConcreteRetaining WallChain Link FenceConcreteBasketball Court
Basketball HoopBasketball HoopConcrete Stepsw/ RailingConcreteConcreteConcreteConcreteConcreteConcreteConcreteConcreteConcreteConcreteConcrete Stepsw/ RailingConcreteRetaining WallConcreteConcreteConcrete Walkway
Concrete Walkway
Concrete WalkwayConcrete WalkwayConcrete WalkwayConcrete WalkwayConcreteConcreteConcreteColumn OverhangOverhangOverhangOverhangOverhangOverhangOverhangChain Link FenceConcrete Concrete Walkway
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ConcreteEdge of Woods74.3
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30.0ConcreteConcreteBituminousOverhangConcreteRetaining WallColumnColumn6" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)VICINITY MAPMinnetonka Middle School West
6421 Hazeltine Boulevard, Excelsior, Carver County, Minnesota 55331
5621 County Road 101, Minnetonka, Minnesota 55345
Minnetonka Independent School District 276
PROJECTPROJECT NO.: 23189.03COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.1BOUNDARY &TOPOGRAPHICSURVEY............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.1-27-2026NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDD/DPDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUB60153001530SCALE IN FEETMATCH LINE AMATCH LINE BSHEET V1.3SHEET V1.2SHEET V1.2SHEET V1.1SHEET KEY
MATCH LINE BMATCH LINE A[C] Concrete Crosses Property Line[D] Wood FenceCrosses Property LineChain Link FenceChain Link FenceChain Link FenceIron FenceChain Link FenceTrackTrackConcreteConcreteConcreteConcreteConcrete Bituminous Parking LotBituminous Drive LandscapingRockLandscapingRockConcrete Steps12" HDPE3" PVC12"
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24" RCP24" RCP24" RCPBituminous PathEdge of WoodsEdge of WoodsEdge of WoodsMATCH LINE BMATCH LINE A
Chain Link Fence[A] Chain Link FenceCrosses Property LineChain Link FenceChain Link Fence8" HDPE8" PVCEdge of WoodsEdge of WoodsWM (Per Rec.)WM (Per Rec.)WM (Per Rec.)VICINITY MAPMinnetonka Middle School West
6421 Hazeltine Boulevard, Excelsior, Carver County, Minnesota 55331
5621 County Road 101, Minnetonka, Minnesota 55345
Minnetonka Independent School District 276
PROJECTPROJECT NO.: 23189.03COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.2BOUNDARY &TOPOGRAPHICSURVEY............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.1-27-2026NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDD/DPDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUB60153001530SCALE IN FEETMATCH LINE AMATCH LINE BSHEET V1.3SHEET V1.2SHEET V1.2SHEET V1.1SHEET KEY
MATCH LINE BMATCH LINE A
Tennis Courts
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9.962.2 76.16.0 3.98.2 23.023.014.370.56.87.017.0 38.025.37.377.97.225.3 Bituminous Sidew
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Rip-Rap8" WM (Per Rec.)8" WM (Per Rec.)10" WM (Per Rec.)
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Tennis Courts
Tennis Courts15" HDPE15" HDPE12" RCP12" RCP18" RCP24
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Edge of WoodsVICINITY MAPMinnetonka Middle School West
6421 Hazeltine Boulevard, Excelsior, Carver County, Minnesota 55331
5621 County Road 101, Minnetonka, Minnesota 55345
Minnetonka Independent School District 276
PROJECTPROJECT NO.: 23189.03COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.3BOUNDARY &TOPOGRAPHICSURVEY............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.1-27-2026NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDD/DPDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUBMATCH LINE AMATCH LINE BSHEET V1.3SHEET V1.2SHEET V1.2SHEET V1.1SHEET KEY60153001530SCALE IN FEET
TREE TABLEVICINITY MAPMinnetonka Middle School West
6421 Hazeltine Boulevard, Excelsior, Carver County, Minnesota 55331
5621 County Road 101, Minnetonka, Minnesota 55345
Minnetonka Independent School District 276
PROJECTPROJECT NO.: 23189.03COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.4TREE TABLE............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.1-27-2026CLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDD/DPDSCJ.
1.ALL EXISTING INFORMATION TAKEN FROM SURVEY BY CIVIL SITEGROUP PROJECT NUMBER 23189.02, DATED 11/11/2025.BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCEONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALLPROJECT WORK.2.SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTECPROJECT NUMBER B2508902, DATED 1/27/2026.3.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONSINCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATEUTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIORTO STARTING CONSTRUCTION.4.ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TOREMAIN UNLESS NOTED OTHERWISE.5.CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTINGIMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THATARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWNEXPENSE.6.ALL WORK TO CONFORM WITH CITY OF CHANHASSEN AND STATEOF MINNESOTA STANDARDS AND REGULATIONS.7.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OFOSHA 29 CFR, PART 1926, SUBPART P "EXCAVATIONS ANDTRENCHES". THIS DOCUMENT STATES THAT EXCAVATION SAFETY ISTHE SOLE RESPONSIBILITY OF THE CONTRACTOR.8.CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THANACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER ANDCASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OFCURBLINE FOR THE CURB INLETS OR CENTERED IN THE AREA ASSHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLECOVERS.9.FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THANACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES.CONTRACTOR/SURVEYOR TO STAKE THE END OF FES FORLOCATION.10.PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITYOF CHANHASSEN AND MUTCD REQUIREMENTS. AS REQUIRED;TRAFFIC CONTROL DESIGN, RELATED PERMITTING, AND DRAWINGSSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.11.ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIESMUST BE APPROVED BY OWNER AND ALL REGULATINGGOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BEOBTAINED.12.CONTRACTOR'S SURVEYOR SHALL RESET PERMANENTMONUMENTS AT LOCATIONS OF ALL FOUND MONUMENTS THAT AREDISTURBED BY CONSTRUCTION AT NO COST TO OWNER.CONTRACTOR'S SURVEYOR SHALL PREPARE A MONUMENTPRESERVATION CERTIFICATE IN ACCORDANCE WITH STATE LAW.GENERAL NOTES1.ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BEPERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN ANDSTATE OF MINNESOTA REGULATIONS AND STANDARDS.2.EXISTING KNOWN UTILITIES ARE SHOWN IN THEIR APPROXIMATELOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OFALL EXISTING PUBLIC AND PRIVATE UTILITIES WHICH MAYINCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS,CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARYSEWER, STORM SEWER AND WATERMAIN. CONTRACTOR TOCONTACT 811 BEFORE EXCAVATING.3.ALL ELECTRICAL POLE AND LIGHT REMOVAL SHALL BECOORDINATED WITH THE OWNER AND AUTHORITY HAVINGJURISDICTION PRIOR TO DEMOLITION.REMOVAL NOTES1.ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BEPERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN ANDSTATE OF MINNESOTA REGULATIONS AND STANDARDS.2.EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATELOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALLEXISTING PUBLIC AND PRIVATE UTILITIES WHICH MAY INCLUDE BUTIS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV,COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORMSEWER AND WATERMAIN. CONTRACTOR TO CONTACT 811 BEFOREEXCAVATING.3.PROVIDE THE FOLLOWING MINIMUM COVER OVER THE TOP OF PIPEAS FOLLOWS:A.7.5' OVER WATERMAINB.7.5' OVER SANITARY SEWERC.1.5' OVER STORM SEWERUTILITY NOTES1.PROVIDE PERMANENT SEEDING, SLOPE PROTECTION, ANDFERTILIZING OF ALL DISTURBED AREAS OUTSIDE THE LIMITS OFPAVING PER LANDSCAPE ARCHITECTURE PLANS AND EROSION ANDSEDIMENT CONTROL PLANS2.INSTALL PERIMETER AND SEDIMENT CONTROL ITEMS PRIOR TOCONSTRUCTION.3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISEDEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THEDURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BYSHOVELING OR SWEEPING. STREET WASHING IS ALLOWED ONLYAFTER SHOVELING OR SWEEPING HAS REMOVED SEDIMENT. SEECITY OF CHANHASSEN STANDARDS AND REGULATIONS4.RESTORATION REQUIREMENTS ARE SHOWN AT A MINIMUM.ADDITIONAL RESTORATION MAY BE REQUIRED IF THERE ISADDITIONAL SOIL DISTURBANCE.EROSION AND SEDIMENTCONTROL NOTES1.PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OFGRADE, PAVEMENT, OR GUTTER LINE, UNLESS OTHERWISESPECIFIED.GRADING NOTESSTORMWATER POLLUTIONPREVENTION PLAN (SWPPP)OWNER:MINNETONKA PUBLIC SCHOOLS DISTRICT 276PROJECT SITE MANAGER:T.B.D.CONTRACTOR:T.B.D.THE SITE CONTRACTOR IS THE PARTY RESPONSIBLE TO OVERSEE THE IMPLEMENTATION OFTHE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSIONPREVENTION AND SEDIMENT CONTROL BMP's BEFORE, DURING, AND AFTER CONSTRUCTIONUNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED AND THE "NOTICE OF TERMINATION" ISSUBMITTED. SEE THE GENERAL STORMWATER PERMIT FROM THE AUTHORITY HAVINGJURISDICTION FOR REGULATIONS.SWPPP CONTACT INFORMATION:ALL INFORMATION WITHIN THE PLANSET AND SPECIFICATIONS IS TO BEUSED IN ACCORDANCE WITH THESWPPP NARRATIVE AND THELATEST CONSTRUCTIONDOCUMENTS.TOTAL PROJECT AREABEFORECONSTRUCTIONAFTERCONSTRUCTIONDISTURBED AREATOTAL ESTIMATED IMPERVIOUSTOTAL ESTIMATED PERVIOUSRUNOFF COEFFICIENT OR CN VALUELFCYBMPESTIMATEDQUANTITIES OFBMP'SUNITSLFACRESACRESEASYTHE GENERAL STORMWATER NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT IS REQUIRED FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.THE PERMITEE(S) AS INDICATED IN THE PERMIT, MUST IMPLEMENTTHE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ASDEMONSTRATED HEREIN AND WITHIN THE SWPPP NARRATIVE. THEBEST MANAGEMENT PRACTICES (BMP's) IDENTIFIED MUST BEINSTALLED IN AN APPROPRIATE AND FUNCTIONAL WAY TO PREVENTDIRT AND/OR DEBRIS FROM ENTERING THE STORM SEWER ORBEING TRANSPORTED OFF SITE IN AN UNCONTROLLED MANNER.FOR REQUIREMENTS ASSOCIATED WITH FISH/WILDLIFE/RIVERS ANDOTHER BODIES OF WATER, SEE MNDNR.EROSION PREVENTION PRACTICES1.ALL EXPOSED SOIL MUST BE STABILIZED AS SOON AS POSSIBLEAND NO LATER THAN 7 DAYS AFTER THE CONSTRUCTIONACTIVITY IN THAT PORTION OF THE SITE WHERE WORK HASTEMPORARILY OR PERMANENTLY CEASED.THESE AREAS INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTED STORMWATER MANAGEMENT POND, SIDESLOPES, AND ANY EXPOSED SOIL AREAS WITH A POSITIVESLOPE TO STORMWATER CONVEYANCE SYSTEM, SUCH AS ACURB AND GUTTER SYSTEM, STORM SEWER INLET,TEMPORARY OR PERMANENT DRAINAGE DITCH OR OTHERNATURAL OR MANMADE SYSTEMS THAT DISCHARGE TO ASURFACE WATER.2.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM ACONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE,MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THEPROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANYSURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN24 HOURS OF CONNECTING TO A SURFACE WATER.3.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OFCONNECTION TO A SURFACE WATER. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWEROR BEING TRANSPORTED OFF-SITE IN AN UNCONTROLLEDMANNER. CONTRACTOR TO VERIFY AT PROJECT CLOSE-OUTTHAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/ORDEBRIS AND IS FULLY FUNCTIONAL. CONTRACTOR TO FOLLOWBEST MANAGEMENT PRACTICES (BMP'S).4.ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS,PARKING AREAS, ISLANDS AND SIDEWALKS, SHALL BERESTORED WITH MINIMUM 6 INCHES TOPSOIL, SEEDED ANDMULCHED AS SOON AS POSSIBLE AND NO LATER THAN 7 DAYSOF COMPLETION OF SITE GRADING.5.IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE HILLSAND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPELENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH AGRADE OF 3:1 OR STEEPER.6.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3:1SLOPES AND STEEPER, DITCH BOTTOMS AND OTHER "HARD TOHOLD" AREAS AS SHOWN.SEDIMENT CONTROL PRACTICES CONTINUED7.IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED,ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES MUST BEINSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUSTBE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES.8.THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICESMAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIESSUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANYSHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLEAND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLEDIMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER,SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.9.CONTRACTOR TO INSTALL AND MAINTAIN INLET PROTECTION AROUNDALL EXISTING CATCHBASINS, CATCHBASIN MANHOLES, AND FLAREDEND SECTIONS PRIOR TO THE START OF LAND DISTURBING ACTIVITIESAND AROUND ALL NEW CATCHBASINS, CATCHBASIN MANHOLES, ANDFLARED END SECTIONS AFTER THEY ARE INSTALLED, UNTIL ALLSOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVEBEEN STABILIZED. SEE PLATE NO. 5302F/C7.0, 5302G/C7.0, AND5302A/C7.0.10.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHEREFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED INSURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCHAS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES.11.STOCKPILE AREAS WHICH REMAIN INACTIVE FOR MORE THAN 7 DAYSSHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE.12.THE PERMITEE(S) MUST INSTALL TEMPORARY SEDIMENTATION BASINSAS REQUIRED PER THE AUTHORITY HAVING JURISDICTION. IT ISRECOMMENDED THAT THE TEMPORARY BASIN BE INSTALLED IN THELOCATION OF THE PERMANENT BASIN. CONTRACTOR TO CLEANOUTALL SEDIMENT AND RETURN BASIN TO DESIGN CAPACITY PRIOR TO FINAL STABILIZATION.DEWATERING AND BASIN DRAINING1.DEWATERING OR BASIN DRAINING (E.G. PUMPED DISCHARGES,TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THECONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENTLADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARYOR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITEWHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO ASEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, ITMUST BE TREATED WITH THE APPROPRIATE BMP's, SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER ORDOWNSTREAM LANDOWNERS. THE PERMITEE(S) MUST ENSURE THATDISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSIONAND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURALROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ACCEPTEDENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATIONCONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THATCONTAINS SUSPENDED SOLIDS.2.ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUSTBE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCECONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPEPROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANTADVERSE IMPACT TO THE WETLAND.3.ANY DEWATERING ACTIVITY SHALL BE APPROVED BY THE ENGINEERAND THE APPROPRIATE GOVERNING AGENCIES PRIOR TOCONSTRUCTION.CONSTRUCTION ACTIVITYREQUIREMENTSINSPECTIONS AND MAINTENANCEINSPECTIONS AND MAINTENANCE ARE CONDUCTED BY THESUPERVISOR/CONTRACTOR AND MUST CONFORM TO THE SWPPPNARRATIVE.THE IMPLEMENTATION SCHEDULE MUST CONFORM TO THE SWPPPNARRATIVE.IMPLEMENTATION SCHEDULEINSTALL SEDIMENT PONDS AT RATE OF 1800 CF OF DEAD STORAGE PERACRE OF DISTURBED LAND. TEMPORARY SEDIMENT BASINS SHALL BEOPERATIONAL UNTIL PERMANENT COVER IS ESTABLISHED FOR THEENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. TEMPORARYSEDIMENT BASINS MUST BE CONSTRUCTED AND MADE OPERATIONALCONCURRENTLY WITH THE START OF SOIL DISTURBANCE THAT ISUPGRADIENT OF THE AREA AND CONTRIBUTES RUNOFF TO THE POND.TEMPORARY EROSION CONTROL PLANSILT FENCEOUTLET PROTECTION WITHRIP RAPSEDIMENT CONTROL LOGHYDRO-SEEDMULCHCONSTRUCTION ENTRANCEEROSION CONTROL BLANKET1,86032650SEE LANDSCAPING14,84530.74 AC10.89 AC19.85 AC85.9SEDIMENT CONTROL PRACTICES1.CONTRACTOR TO INSTALL SEDIMENT CONTROL ELEMENTS PRIOR TOSTART OF LAND DISTURBING ACTIVITIES, MAINTAIN IN GOODCONDITION DURING CONSTRUCTION AND REMOVE FROM THE SITEUPON COMPLETION OF FINAL PAVING AND TURF ESTABLISHMENT.REMOVE FROM SITE UPON COMPLETION OF FINAL STABILIZATION. ALLSEDIMENT CONTROL ELEMENTS ARE TEMPORARY.2.TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE LOCATED ATALL CONSTRUCTION ACCESS LOCATIONS. SEE PLATE NO. 5301/C7.0.3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISEDEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVALSHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THECONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING ORSWEEPING. STREET WASHING IS ALLOWED ONLY AFTER SHOVELINGOR SWEEPING HAS REMOVED SEDIMENT.4.SEDIMENT CONTROL PRACTICES MUST DETER SEDIMENT FROMENTERING SURFACE WATERS, INCLUDING CURB AND GUTTERSYSTEMS AND STORM SEWER INLETS SEE PLATE NO. 5302G/C7.0, AND5302A/C7.0.5.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENTBASINS THAT ARE DESIGNED AS PART OF A TREATMENT SYSTEM (E.G.,DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROLPRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.6.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBINGACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTILFINAL STABILIZATION HAS BEEN ESTABLISHED.ESTIMATED PROJECT START DATE: 07/2026ESTIMATED PROJECT COMPLETION DATE: 12/2027CONSTRUCTION DATES:NA30.74 AC14.11 AC16.63 AC87.78.04 ACSEE LANDSCAPINGVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C1.0 Civil Notes-SWPPP.dwg 2/13/2026 10:43:20 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONRCQARLSTORMWATER POLLUTION PREVENTION PLAN(SWPPP) / CIVIL NOTESC1.0CIVIL NOTES
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(Per Rec.)8" Sanitary (Per Rec.)VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C2.0 Demo MMW.dwg 2/13/2026 10:43:30 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH050'100'150'1"=50'OVERALL EXISTING CONDITIONS AND REMOVALS PLANC2.01RCQARLOVERALLEXISTING CONDITIONSAND REMOVALS PLANC2.0PROPOSED IMPROVEMENTS ARESHOWN FOR REFERENCE ONLYPRO
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(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)8" Sanitary (Per Rec.)HA
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211010655108771322811321212132041214262121114412345678910111213141516171819202122232425262728PROPOSED SAWCUT LINE. SAWCUT AT NEARESTJOINT AS APPLICABLEREMOVE CURB AND GUTTERREMOVE CONCRETE PAVEMENTREMOVE BITUMINOUS PAVEMENTREMOVE STORM SEWERREMOVE STORM MANHOLE / CATCH BASINREMOVE SANITARY SEWERREMOVE SANITARY MANHOLESTORM MANHOLE / CATCH BASIN TO REMAIN. ADJUST RIMAS NECESSARYBULKHEAD OPENING IN MANHOLE WHERE PIPE HAS BEENREMOVEDREMOVE LIGHT POLE. COORDINATE WITH ELECTRICALREMOVE UTILITY VAULT. COORDINATE WITH ELECTRICALREMOVE GATE AND SALVAGE FOR REINSTALLATIONREMOVE AND DISPOSE OF SIGN POSTS AND CONCRETEFOOTING. SALVAGE SIGN PANEL FOR REINSTALLATIONINTO PROJECT AS NECESSARYTREE TO BE SPADE AND TRANSPLANTEDREMOVE COLUMN AND OVERHANG - SEEARCHITECTURALREMOVE BASKETBALL HOOP POST AND CONCRETEFOOTINGS. SALVAGE HOOP, POST AND BACKBOARD FORREINSTALLATIONREMOVE LONG JUMP / TRIPLE JUMP PITREMOVE EXISTING FENCE POSTS SET IN CONCRETEFOOTINGS. SALVAGE AIR-DRIVEN POSTS, ALLHORIZONTAL MEMBERS, FENCE FABRIC, AND GATEPANELS. SALVAGE MATERIALS FOR REINSTALLATIONREMOVE BOLLARDREMOVE TREE, SEE L1.1 FOR COMPLETE TREE LISTREMOVE WALLREMOVE WATER SPIGOTREMOVE ROOF DRAINREMOVE CLEANOUT AND DRAINTILECATCH BASIN/ STORM MANHOLE TO REMAINLIGHT POLE TO REMAINRAILING TO BE REMOVED AND SALVAGED FORREINSTALLATIONKEY NOTESVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C2.0 Demo MMW.dwg 2/13/2026 10:45:21 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'EXISTING CONDITIONS AND REMOVALS PLANC2.11RCQARLEXISTING CONDITIONSAND REMOVALS PLANC2.1MATCHLINE - SEE SHEET 1/C2.2
PROPOSED IMPROVEMENTS ARESHOWN FOR REFERENCE ONLY
N87°12'20"W 1341.24S02°28'15"W 1174.51 Edge of WaterEdge of WaterPond6" WM (Per Rec.)12"HDPE12" HDPE12" PVC12" PVC 6" PVC12" RCP 12" HDPE12" HDPE12" HDPE6" PVC15" HDPE 15" HDPE
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15" HDPE15" HDPE12" RCP12" RCP12" RCP18" RCP24
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6" PVC
6" PVC
18" HDPE8" HDPE8" HDPE18" HDPEConcreteBituminousColumn6" Storm Sewer(Per Rec.)4" Storm Sewer(Per Rec.)PROPERTY LINEPROPERTY LINE 1111124334444185656252515151511132332311112112111414141117174442221920323212124202321213243121144132266642281132121272151055192120411515426211419LEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWERDENOTES SURFACE DRAINAGEEXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTLIMITS OF CONSTRUCTIONEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED SAWCUT LINECONCRETE PAVEMENT TO BE REMOVEDBITUMINOUS PAVEMENT TO BE REMOVED12345678910111213141516171819202122232425262728PROPOSED SAWCUT LINE. SAWCUT AT NEARESTJOINT AS APPLICABLEREMOVE CURB AND GUTTERREMOVE CONCRETE PAVEMENTREMOVE BITUMINOUS PAVEMENTREMOVE STORM SEWERREMOVE STORM MANHOLE / CATCH BASINREMOVE SANITARY SEWERREMOVE SANITARY MANHOLESTORM MANHOLE / CATCH BASIN TO REMAIN. ADJUST RIMAS NECESSARYBULKHEAD OPENING IN MANHOLE WHERE PIPE HAS BEENREMOVEDREMOVE LIGHT POLE. COORDINATE WITH ELECTRICALREMOVE UTILITY VAULT. COORDINATE WITH ELECTRICALREMOVE GATE AND SALVAGE FOR REINSTALLATIONREMOVE AND DISPOSE OF SIGN POSTS AND CONCRETEFOOTING. SALVAGE SIGN PANEL FOR REINSTALLATIONINTO PROJECT AS NECESSARYTREE TO BE SPADE AND TRANSPLANTEDREMOVE COLUMN AND OVERHANG - SEEARCHITECTURALREMOVE BASKETBALL HOOP POST AND CONCRETEFOOTINGS. SALVAGE HOOP, POST AND BACKBOARD FORREINSTALLATIONREMOVE LONG JUMP / TRIPLE JUMP PITREMOVE EXISTING FENCE POSTS SET IN CONCRETEFOOTINGS. SALVAGE AIR-DRIVEN POSTS, ALLHORIZONTAL MEMBERS, FENCE FABRIC, AND GATEPANELS. SALVAGE MATERIALS FOR REINSTALLATIONREMOVE BOLLARDREMOVE TREE, SEE L1.1 FOR COMPLETE TREE LISTREMOVE WALLREMOVE WATER SPIGOTREMOVE ROOF DRAINREMOVE CLEANOUT AND DRAINTILECATCH BASIN/ STORM MANHOLE TO REMAINLIGHT POLE TO REMAINRAILING TO BE REMOVED AND SALVAGED FORREINSTALLATIONKEY NOTESVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C2.0 Demo MMW.dwg 2/13/2026 10:46:15 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'EXISTING CONDITIONS AND REMOVALS PLANC2.21RCQARLEXISTING CONDITIONSAND REMOVALS PLANC2.2MATCHLINE - SEE SHEET 1/C2.1
PROPOSED IMPROVEMENTS ARESHOWN FOR REFERENCE ONLY
Edge of WaterEdge of WaterPond6" WM (Per Rec.)6" WM(Per Rec.)6" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)10" WM (Per Rec.)10" WM (Per Rec.)
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12" HDPE1
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HDPE
15" HDPE
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15" HDPE15" HDPE12"
RCP12"
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RCP
3" PVC
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6" PVC6" HDPE12"
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24"
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12" RCP12" RCP1
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)8" San Serv. (Per Rec.)12" San (Per Rec.)12" San (Per Rec.)8" PVC8" PVCWM (Per Rec.)WM (Per Rec.)WM (Per Rec.)8" VCPConcreteConcreteColumnColumn6" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)8" Sanitary (Per Rec.)NO PARKING NO PARKINGSTMH-102CBMH-130CBMH-122CB-123STMH-151CBMH-202CB-203STM-201CB-152CB-153EX STMH-WEX-SMHSMH-501SMH-502SMH-503REMARKSSTORM SEWER SCHEDULESIZEGRATE TYPE(NEENAH)STMH-102CATCH BASIN /MANHOLEPLATE NO.SOLID48"SEE PLATE3100/C7.3CBMH-122INLET48"3102/C7.3CB-12330"3103/C7.3CBMH-130INLET48"3102/C7.3STMH-151SOLID48"3100/C7.3CB-152INLET48"3100/C7.3CB-153303103/C7.3STM-201SOLID48"3100/C7.3CBMH-202INLET48"3100/C7.3CB-203INLET48"3100/C7.3SEE PLATESEE PLATESEE PLATESEE PLATER-1792-FGR-1792-FGR-1792-FGSTOOLR-4341-ASTOOLR-4341-AVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C3.0 Paving-Utilities MMW.dwg 3/2/2026 12:49:09 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH050'100'150'1"=50'OVERALL SITE PAVING AND UTILITY PLANC3.01RCQARLOVERALLSITE PAVINGAND UTILITY PLANC3.01PRO
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PROPERTY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINESEE SHEET C3.1FOR ENLARGED PLANSEE SHEET C3.2FOR ENLARGED PLANBUILDINGADDITIONBUILDINGADDITIONPROPERTY LINESEE SHEET C3.3FOR ENLARGED PLANSITE DATA TABLEPARCEL SIZE 1,339,233 SF 30.74 ACEXISTING CONDITIONSSITE COVERED BY BLDG 11.1 % (3.41 AC)SITE COVERED BY IMPERV SURFACE 8.9 % (2.74 AC)SITE COVERED BY PARKING 16.2 % (4.98 AC)TOTAL IMPERVIOUS 36.2% (11.13 AC)EX # OF EMPLOYEES 209PARKING SPACES REQPARKING PROVIDED 327 ST STD PK'G 319 ST ADA PK'G 8 STHEIGHT OF BUILDING 3X FTBUILDING USE BREAKDOWN EDUCATION 100 %PROPOSED CONDITIONSDISTURBED AREA 8.2 ACSITE COVERED BY BLDG 12.8 % (3.94 AC)SITE COVERED BY IMPERV SURFACE 16.9 % (5.20 AC)(INCLUDING SYNTHETIC TURF FIELD)SITE COVERED BY PARKING 16.0 % (4.92 AC)TOTAL IMPERVIOUS 45.7% (14.06 AC)IMPERVIOUS INCREASE 2.9 ACPROPOSED # OF EMPLOYEES 209PARKING SPACES REQPARKING PROVIDED 329 STHEIGHT OF BUILDING 3X FTBUILDING USE BREAKDOWN EDUCATION 100 %Watershed Revision 03/02/2026
8" WM (Per Rec.)
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(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)8" Sanitary (Per Rec.)HAZELTINE BLVD
PROPERTY LINEPR
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114EX-SMHRIM:1032.96IE:1021.10 (N/SW) EXIE:1026.2 (SE) EXIE:2025.00DROP IE:1021.3513 LF 12" PVCSCH. 40 @ 4.45%CONNECT TO EX STM BIE:1048.50CBMH-202RIM:1054.93IE:1047.92 (SE)IE:1047.72 (N)IE:1047.52 (W)31 LF 12" PVCSCH. 40 @ 1.53%40 LF 15" PVCSCH. 40 @ 1.01%CONNECT TO STM AIE:1048.80CB-203RIM:1054.92IE:1048.32 (N)IE:1048.12 (S)STM-201RIM:1047.03IE:1045.00 (E)IE:1045.00 (SW)127 LF 18" PVCSCH. 40 @ 1.99%3541 LF 8" PVCSCH. 40 @ 3.79%WYE-9IE:1046.6252 LF 8" PVCSCH. 40 @ 3.80%147 LF 6" PVCSCH. 40 @ 0.51%CO-131RIM:1049.47IE:1048.45 (N)BUILDING ADDITIONFFE = 1055.7727EX STMH-WRIM:1051.20IE:1044.70 (NE)IE:1044.65 (SE)IE:1047.70 (S)IE:1041.30 (W)IE:1041.41 (SE) EX27383838CONNECT TO SAN BIE:1045.60127 LF 8" PVCSCH. 40 @ 2.04%7 LF 8" PVCSDR 26 @ 108.52%IE: 1035.00IE:1043.0032 LF 8" PVCSCH. 40 @ 2.20%FES-180IE: 1051.00CONNECT TO STM CIE: 1048.50IE:1048.1712 LF 8" PVCSDR 26 @ 79.84%IE: 1035.00IE:1044.8050 LF 8" PVCSCH. 40 @ 5.39%RL-181IE: 1051.713 LF 8" PVCSCH. 40 @ 14.81%8 LF 8" PVCSCH. 40 @ 3.93%CONNECT TO SAN CIE: 1048.00IE:1047.509 LF 8" PVCSDR 26 @ 67.78%41 LF 8" PVCSCH. 40 @ 12.09%IE:1046.00IE: 1035.00IE:1041.0027354322 LF6" PERFORATED PVCSCH. 40 @ 0.50% TYP.18 LF18 LF16 LF11 LF7 LF3 LF11 LFBUILDINGADDITIONFFE=1058.35BUILDINGADDITIONFFE=1058.35MATCH EXISTING BITUMINOUSPAVEMENT SECTION264545452046469 LF 8" DIP@ 5.15%LEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED DRAINTILEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTPROPOSED SANITARY MANHOLEPROPOSED FENCEPROPOSED FILTRATION BASIN TOP OF FILTER MEDIA1234567891011121314151617181920212223242526272829303132333435CONCRETE STOOP - SEE STRUCTURAL PLANSHEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAILPVMT-29/C7.1LIGHT DUTY BITUMINOUS PAVEMENT - SEE DETAILPVMT-37/C7.1CONCRETE SIDEWALK - SEE DETAIL PVMT-03/C7.1CONTRACTION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1EXPANSION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1B618 CURB AND GUTTER - SEE PLATE NO. 5203/C7.1SURMOUNTABLE CURB AND GUTTER. SEE PLATE NO.5203/C7.1TIP OUT CURB AND GUTTER5' CURB TRANSITIONADA RAMP - SEE DETAIL PVMT-17/C7.1REINSTALL SALVAGED CHAIN LINK FENCE, FABRIC ANDPROVIDE NEW CHAIN LINK FENCE POSTS, FASTENERS,FITTINGS, AND ACCESSORIES. SEE LANDSCAPE PLANSSPECIFICATIONSRETAINING WALL - SEE DETAIL PVMT-12/C7.1REINSTALL SALVAGED GATE - SEE SPECIFICATIONSCONCRETE DISCUS PAD AND CAGE - SEE LANDSCAPEPLANSCONCRETE SHOT PUT PAD - SEE LANDSCAPE PLANSLONG AND TRIPLE JUMP PIT WITH 12" CONCRETE BORDER- SEE LANDSCAPE PLANSBITUMINOUS LONG AND TRIPLE JUMP RUNWAY - SEEPVMT-37/C7.3REINSTALL SALVAGED BASKETBALL HOOP SYSTEMOUTSIDE DROP MANHOLE - SEE DETAIL SAN-10/C7.4SYNTHETIC FIELD - SEE SPECIFICATIONS AND DETAILPVMT-22/C7.4SANITARY MANHOLE - SEE PLATE NO. 2101/C7.3FIRE HYDRANT AND GATE VALVE - SEE PLATE NO.1004/C7.2GATE VALVE - SEE PLATE NO. 1006/C7.2NEW LIGHT POLE - SEE ELECTRICAL PLANSADJUST RIM ELEVATION - SEE GRADING PLAN FORELEVATIONCORE DRILL WITH PRESS SEAL CONNECTION16' WIDE GATE - LANDSCAPE PLANS AND SPECIFICATIONS6" MULTI-FLOW 90° BEND (TYP.)6" MULTI-FLOW DRAINAGE SYSTEM - SEE SPECIFICATIONSAND MULTI-FLOW DATA SHEET ON SHEET C7.48"X4" WYE (TYP.) - SEE DETAIL STM-03/C7.46" MULTI-FLOW END CAP (TYP.)MODIFY STRUCTURE TO INSTALL NEENAH R-1733 FRAMEAND SOLID COVERCONCRETE BORDER - SEE DETAIL PVMT-51/C7.4CLEANOUT - SEE DETAIL STM-02/C7.3CONCRETE STEPS. 5 RISERS AT 0.50' - SEE STRUCTURALOUTLET CONTROL STRUCTURE - SEE STANDARD PLATENO. 3109/C7.3CUT IN WYE - SEE STANDARD PLATE NO. 2003/C7.2REPLACE SALVAGED RAILING6" 45° BENDCUT IN TEE CONNECTION TO EXISTING WATERMAINSUBSURFACE DRAINTILE - SEE PLATE NO. 5232/C7.1FILTRATION BASIN - SEE DETAILS STM-12/C7.2 ANDSTM-18/C7.2DRAINTILE UNDER TRACK - SEE DETAIL STM-37/C7.1COORDINATE CONNECTION WITH MECHANICALSANITARY SEWER RISER - SEE DETAIL SAN-08/C7.4KEY NOTES3637383940414243444546VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C3.0 Paving-Utilities MMW.dwg 2/13/2026 10:48:06 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH020'40'60'1"=20'SITE PAVING AND UTILITY PLANC3.11RCQARLSITE PAVINGAND UTILITY PLANC3.1MATCHLINE - SEE SHEET 1/C3.3MATCHLINE - SEE SHEET 1/C3.2
Edge of WaterEdge of WaterPond6" WM (Per Rec.)12"HDPE12" HDPE12" PVC12" PVC 6" PVC12" RCP 12" HDPE12" HDPE12" HDPE15"
HDPE
15" HDPE
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15" HDPE15" HDPE12" RCP12" RCP12" RCP18" RCP24
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3" PVC
6" PVC
6" PVC
18" HDPE8" HDPE8" HDPE18" HDPEConcreteBituminousColumn6" Storm Sewer(Per Rec.)4" Storm Sewer(Per Rec.)NO PARKING NO PARKINGPROPERTY LINEPROPERTY LINE1111319194 214477411151678887731817173433334313422212282828SMH-503RIM:1052.13IE:1043.75 (S)IE:1043.70 (NW)SMH-502RIM:2104.75IE:1042.00 (SE)IE:1041.90 (N)SMH-501RIM:1048.57IE:1039.50 (S)IE:1039.40 (NW)22 LF 8" PVCSCH. 40 @ 1.13%170 LF 8" PVC SCH. 40 @ 1.00%198 LF 8" PVC SCH. 40 @ 1.21%271 LF 8" PVC SCH. 40 @ 5.15%STMH-102RIM:1054.34IE:1045.31 (SE)IE:1045.31 (W)CBMH-130RIM:1052.72IE:1049.20 (N)IE:1049.00 (E)CBMH-122RIM:1052.16IE:1048.83 (N)IE:1048.63 (W)IE:1048.63 (S)IE:1049.00 (E/W) DTCB-123RIM:1051.35IE:1048.90 (S)FES-120IE: 1048.00EX STMHRIM:1044.73IE:1042.95 (E)IE:1044.47 (N) EX.IE:1040.55 (NW) EX.IE:1040.40 (S) EX.40 LF 15" PVCSCH. 40 @ 0.72%324 LF 15" PVC SCH. 40 @ 0.73%10 LF 10" PVCSCH. 40 @ 0.97%106 LF 12" PVCSCH. 40 @ 0.35%8 LF 12" HDPE@ 0.83%47 LF 15" PVCSCH. 40 @ 1.35%2123332322929313131313030313134343434STUB SANITARY SEWER 11'FROM BUILDINGIE:1044.00COORDINATE CONNECTIONWITH MECHANICAL178 LF 6" PVCSCH. 40 @ 0.39%75 LF 12" HDPE@ 9.11%FES-150IE: 1048.50STMH-151RIM:1060.15IE:1055.32 (SW)IE:1055.32 (N/S) DTIE:1056.14 (NW/SW) DT84LF 12" PERFORATEDDUAL WALL HDPE WTDRAINTILE @ 0.20%84LF 12" PERFORATEDDUAL WALL HDPE WTDRAINTILE @ 0.20%1281 LF 8" PERFORATEDDUAL WALL HDPE WTDRAINTILE @ 0.20%447IE: 1057.72END CAPIE: 1056.59IE: 1057.72IE: 1057.72IE: 1057.72CB-152RIM:1058.33IE:1056.78 (N)IE: 1056.24 (E/W) DTCB-153RIM:1059.51IE:1057.00 (S)IE:1057.27 (E/W) DT22 LF 12" HDPE@ 1.00%8"X8" WYEIE: 1055.958"X8" WYEIE: 1055.41IE: 1055.58IE: 1056.12IE: 1056.49IE: 1056.10IE: 1055.47IE: 1055.742222223536999102STUB STORM SEWER 11'FROM BUILDINGIE:1049.30COORDINATE CONNECTIONWITH MECHANICAL7726CO-104RIM:1047.82IE:1046.80 (W)102BUILDING ADDITIONFFE = 1053.052737394041254 LF 6" PVC C9002324353550 LF 4" PERFORATEDPVC SCH. 40 @ 0.20%50 LF 4"PERFORATEDPVC SCH. 40@ 0.20%42432
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40 LF39 LF40 LF41 LF41 LF42 LF42 LF6" PERFORATED PVCSCH. 40 @ 0.50% TYP.STORM CROSSES WATERTOP OF WATER (ASSUME 8.0' BURY) 1041.8BOTTOM OF STORM - 1043.3OCS-103RIM:1049.50IE:1046.10 (E)IE:1045.60 (NW)4444664 LF 6"PERFORATEDPVC SCH. 40DRAINTILE @0.20%664 LF 6"PERFORATEDPVC SCH. 40DRAINTILE @0.20%190 LF 4" PERFORATEDPVC SCH. 40 @ 0.20%159 LF 4" PERFORATEDPVC SCH. 40 @ 0.20%28 LF TOTAL 6"NON-PERFORATEDPVC SCH. 40 @ 0.20%IE: 1057.50IE: 1057.65IE: 1057.59MAINTAIN 18"SEPARATIONBETWEEN GASAND STORM25252525252525252543 LF56 LF53 LF49 LF46 LF43 LF39 LF34 LFLEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED DRAINTILEPROPOSED CONCRETE PAVEMENTPROPOSED SIGNPROPOSED SANITARY MANHOLEPROPOSED FENCEPROPOSED FILTRATION BASINPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTTOP OF FILTER MEDIA1234567891011121314151617181920212223242526272829303132333435CONCRETE STOOP - SEE STRUCTURAL PLANSHEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAILPVMT-29/C7.1LIGHT DUTY BITUMINOUS PAVEMENT - SEE DETAILPVMT-37/C7.1CONCRETE SIDEWALK - SEE DETAIL PVMT-03/C7.1CONTRACTION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1EXPANSION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1B618 CURB AND GUTTER - SEE PLATE NO. 5203/C7.1SURMOUNTABLE CURB AND GUTTER. SEE PLATE NO.5203/C7.1TIP OUT CURB AND GUTTER5' CURB TRANSITIONADA RAMP - SEE DETAIL PVMT-17/C7.1REINSTALL SALVAGED CHAIN LINK FENCE, FABRIC ANDPROVIDE NEW CHAIN LINK FENCE POSTS, FASTENERS,FITTINGS, AND ACCESSORIES. SEE LANDSCAPE PLANSSPECIFICATIONSRETAINING WALL - SEE DETAIL PVMT-12/C7.1REINSTALL SALVAGED GATE - SEE SPECIFICATIONSCONCRETE DISCUS PAD AND CAGE - SEE LANDSCAPEPLANSCONCRETE SHOT PUT PAD - SEE LANDSCAPE PLANSLONG AND TRIPLE JUMP PIT WITH 12" CONCRETE BORDER- SEE LANDSCAPE PLANSBITUMINOUS LONG AND TRIPLE JUMP RUNWAY - SEEPVMT-37/C7.3REINSTALL SALVAGED BASKETBALL HOOP SYSTEMOUTSIDE DROP MANHOLE - SEE DETAIL SAN-10/C7.4SYNTHETIC FIELD - SEE SPECIFICATIONS AND DETAILPVMT-22/C7.4SANITARY MANHOLE - SEE PLATE NO. 2101/C7.3FIRE HYDRANT AND GATE VALVE - SEE PLATE NO.1004/C7.2GATE VALVE - SEE PLATE NO. 1006/C7.2NEW LIGHT POLE - SEE ELECTRICAL PLANSADJUST RIM ELEVATION - SEE GRADING PLAN FORELEVATIONCORE DRILL WITH PRESS SEAL CONNECTION16' WIDE GATE - LANDSCAPE PLANS AND SPECIFICATIONS6" MULTI-FLOW 90° BEND (TYP.)6" MULTI-FLOW DRAINAGE SYSTEM - SEE SPECIFICATIONSAND MULTI-FLOW DATA SHEET ON SHEET C7.48"X4" WYE (TYP.) - SEE DETAIL STM-03/C7.46" MULTI-FLOW END CAP (TYP.)MODIFY STRUCTURE TO INSTALL NEENAH R-1733 FRAMEAND SOLID COVERCONCRETE BORDER - SEE DETAIL PVMT-51/C7.4CLEANOUT - SEE DETAIL STM-02/C7.3CONCRETE STEPS. 5 RISERS AT 0.50' - SEE STRUCTURALOUTLET CONTROL STRUCTURE - SEE DETAIL STM-04/C7.3CUT IN WYE - SEE STANDARD PLATE NO. 2003/C7.2REPLACE SALVAGED RAILING6" 45° BENDCUT IN TEE CONNECTION TO EXISTING WATERMAINSUBSURFACE DRAINTILE - SEE PLATE NO. 5232/C7.1FILTRATION BASIN - SEE DETAILS STM-12/C7.2 ANDSTM-18/C7.2DRAINTILE UNDER TRACK - SEE DETAIL STM-37/C7.1COORDINATE CONNECTION WITH MECHANICALSANITARY SEWER RISER - SEE DETAIL SAN-08/C7.4KEY NOTES3637383940414243444546VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C3.0 Paving-Utilities MMW.dwg 3/2/2026 12:49:10 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'SITE PAVING AND UTILITY PLANC3.21RCQARLSITE PAVINGAND UTILITY PLANC3.21MATCHLINE - SEE SHEET 1/C3.1
Watershed Revision 03/02/2026
6" WM(Per Rec.)6" WM (Per Rec.)8" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)10" WM (Per Rec.)
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PROPERTY LINE22 LF18 LFLEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED DRAINTILEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTPROPOSED SANITARY MANHOLEPROPOSED FENCEPROPOSED FILTRATION BASIN TOP OF FILTER MEDIA1234567891011121314151617181920212223242526272829303132333435CONCRETE STOOP - SEE STRUCTURAL PLANSHEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAILPVMT-29/C7.1LIGHT DUTY BITUMINOUS PAVEMENT - SEE DETAILPVMT-37/C7.1CONCRETE SIDEWALK - SEE DETAIL PVMT-03/C7.1CONTRACTION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1EXPANSION JOINT (TYP.) SEE DETAIL PVMT-19/C7.1B618 CURB AND GUTTER - SEE PLATE NO. 5203/C7.1SURMOUNTABLE CURB AND GUTTER. SEE PLATE NO.5203/C7.1TIP OUT CURB AND GUTTER5' CURB TRANSITIONADA RAMP - SEE DETAIL PVMT-17/C7.1REINSTALL SALVAGED CHAIN LINK FENCE, FABRIC ANDPROVIDE NEW CHAIN LINK FENCE POSTS, FASTENERS,FITTINGS, AND ACCESSORIES. SEE LANDSCAPE PLANSSPECIFICATIONSRETAINING WALL - SEE DETAIL PVMT-12/C7.1REINSTALL SALVAGED GATE - SEE SPECIFICATIONSCONCRETE DISCUS PAD AND CAGE - SEE LANDSCAPEPLANSCONCRETE SHOT PUT PAD - SEE LANDSCAPE PLANSLONG AND TRIPLE JUMP PIT WITH 12" CONCRETE BORDER- SEE LANDSCAPE PLANSBITUMINOUS LONG AND TRIPLE JUMP RUNWAY - SEEPVMT-37/C7.3REINSTALL SALVAGED BASKETBALL HOOP SYSTEMOUTSIDE DROP MANHOLE - SEE DETAIL SAN-10/C7.4SYNTHETIC FIELD - SEE SPECIFICATIONS AND DETAILPVMT-22/C7.4SANITARY MANHOLE - SEE PLATE NO. 2101/C7.3FIRE HYDRANT AND GATE VALVE - SEE PLATE NO.1004/C7.2GATE VALVE - SEE PLATE NO. 1006/C7.2NEW LIGHT POLE - SEE ELECTRICAL PLANSADJUST RIM ELEVATION - SEE GRADING PLAN FORELEVATIONCORE DRILL WITH PRESS SEAL CONNECTION16' WIDE GATE - LANDSCAPE PLANS AND SPECIFICATIONS6" MULTI-FLOW 90° BEND (TYP.)6" MULTI-FLOW DRAINAGE SYSTEM - SEE SPECIFICATIONSAND MULTI-FLOW DATA SHEET ON SHEET C7.48"X4" WYE (TYP.) - SEE DETAIL STM-03/C7.46" MULTI-FLOW END CAP (TYP.)MODIFY STRUCTURE TO INSTALL NEENAH R-1733 FRAMEAND SOLID COVERCONCRETE BORDER - SEE DETAIL PVMT-51/C7.4CLEANOUT - SEE DETAIL STM-02/C7.3CONCRETE STEPS. 5 RISERS AT 0.50' - SEE STRUCTURALOUTLET CONTROL STRUCTURE - SEE STANDARD PLATENO. 3109/C7.3CUT IN WYE - SEE STANDARD PLATE NO. 2003/C7.2REPLACE SALVAGED RAILING6" 45° BENDCUT IN TEE CONNECTION TO EXISTING WATERMAINSUBSURFACE DRAINTILE - SEE PLATE NO. 5232/C7.1FILTRATION BASIN - SEE DETAILS STM-12/C7.2 ANDSTM-18/C7.2DRAINTILE UNDER TRACK - SEE DETAIL STM-37/C7.1COORDINATE CONNECTION WITH MECHANICALSANITARY SEWER RISER - SEE DETAIL SAN-08/C7.4KEY NOTES3637383940414243444546VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C3.0 Paving-Utilities MMW.dwg 2/13/2026 10:47:36 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH020'40'60'1"=20'SITE PAVING AND UTILITY PLANC3.31RCQARLSITE PAVINGAND UTILITY PLANC3.3MATCHLINE - SEE SHEET 1/C3.1MATCHLINE - SEE SHEET 1/C3.2
6" WM (Per Rec.)6" WM(Per Rec.)6" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)10" WM (Per Rec.)10" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)8" VCPConcreteConcreteColumnColumn6" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)8" Sanitary (Per Rec.)NO PARKING NO PARKINGVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C4.0 Striping-Signage MMW.dwg 3/2/2026 12:51:06 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH050'100'150'1"=50'OVERALL SIGNAGE, STRIPING AND DIMENSION PLANC4.01RCQARLOVERALLSIGNAGE, STRIPING AND DIMENSION PLANC4.01PRO
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PROPERTY LINESEE SHEET C4.1FOR ENLARGED PLANSEE SHEET C4.2FOR ENLARGED PLANBUILDINGADDITIONBUILDINGADDITIONPROPERTY LINEWatershed Revision 03/02/2026
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BUILDINGADDITIONSMH-502SMH-501EX-SMHSTM-201CBMH-202CB-2036CO-131RL-18110.00'35.75'2
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'BUILDINGADDITIONBUILDINGADDITIONLEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED FENCEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTPROPOSED SANITARY MANHOLE12345S1AB6STANDARD PARKING STALLS - SEE DETAIL PVMT-85/C7.1ACCESSIBLE PARKING STALLS - SEE DETAIL PVMT-87/C7.1NO PARKING / ACCESSIBLE ROUTE STRIPING - SEE DETAILPVMT-83/C7.14" SINGLE LINE HIGHWAY GRADE WHITE PAVEMENTMARKINGNON-SKID PAINTED 2" WHITE BASKETBALL COURTMARKINGS AND LINESRESTRIPE - MATCH EXISTING PAVEMENT MARKINGDESIGN. CONTRACTOR TO TAKE NOTE OF EXISTINGLAYOUT PRIOR TO REMOVALNON-SKID PAINTED 2" WHITE TRACK AND FIELD LINESSOCCER FIELD SYNTHETIC TURF PAINT. SEESPECIFICATIONSKEY NOTESACCESSIBLE PARKING W/ VAN ACCESSIBLE - SEE DETAILSIGN-01/C7.1SIGN LEGENDBOLLARD MOUNTED SIGN - SEE DETAIL SIGN-03/C7.1PROPOSED SIGN POST W/ SIGN(S) - SEE DETAILSIGN-02/C7.1SITE SIGNAGE KEY NOTES78VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C4.0 Striping-Signage MMW.dwg 2/13/2026 10:44:18 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'SIGNAGE, STRIPING AND DIMENSION PLANC4.11MATCHLINE - SEE SHEET 1/C4.2
RCQARLSIGNAGE, STRIPING AND DIMENSION PLANC4.1
6" WM (Per Rec.)ConcreteBituminousColumn6" Storm Sewer(Per Rec.)4" Storm Sewer(Per Rec.)NO PARKING NO PARKING25.85'PROPERTY LINEPROPERTY LINE R2.00'R10.00'R50.00'R40.00'R40.00'32135BUILDINGADDITIONSMH-503SMH-502SMH-501STMH-102CBMH-130CBMH-122CB-123FES-1206666FES-150STMH-151CB-153CB-1526AS16CO-104R30.00'R30.00'OCS-10377724.00'14.17'12.83'10.00'10.00'7.00'10.00'10.00'
10.00'
150.53'12.00'239.50'14.75'210.00'14.75'69.73'
360.00'212.21'6.50'5.00'3.00'
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104.00'6.00'BUILDINGADDITION21.41'888LEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED FENCEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTPROPOSED SANITARY MANHOLE12345S1AB6STANDARD PARKING STALLS - SEE DETAIL PVMT-85/C7.1ACCESSIBLE PARKING STALLS - SEE DETAIL PVMT-87/C7.1NO PARKING / ACCESSIBLE ROUTE STRIPING - SEE DETAILPVMT-83/C7.14" SINGLE LINE HIGHWAY GRADE WHITE PAVEMENTMARKINGNON-SKID PAINTED 2" WHITE BASKETBALL COURTMARKINGS AND LINESRESTRIPE - MATCH EXISTING PAVEMENT MARKINGDESIGN. CONTRACTOR TO TAKE NOTE OF EXISTINGLAYOUT PRIOR TO REMOVALNON-SKID PAINTED 2" WHITE TRACK AND FIELD LINESSOCCER FIELD SYNTHETIC TURF PAINT. SEESPECIFICATIONSKEY NOTESACCESSIBLE PARKING W/ VAN ACCESSIBLE - SEE DETAILSIGN-01/C7.1SIGN LEGENDBOLLARD MOUNTED SIGN - SEE DETAIL SIGN-03/C7.1PROPOSED SIGN POST W/ SIGN(S) - SEE DETAILSIGN-02/C7.1SITE SIGNAGE KEY NOTES78VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C4.0 Striping-Signage MMW.dwg 3/2/2026 12:49:36 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'SIGNAGE, STRIPING AND DIMENSION PLANC4.21RCQARLSIGNAGE, STRIPING AND DIMENSION PLANC4.21MATCHLINE - SEE SHEET 1/C4.1
Watershed Revision 03/02/2026
HAZELTINE BOULEVARD(COUNTY ROAD NO. 41)(A Public R/W)(Width Varies)MELODY HILL ROAD(A Public R/W)PID: 250034830Address: 6651 Hazeltine BoulevardOwner: Dennis M & Joan E ClarkPID: 251450130Address: 6610 Brenden CourtOwner: Donna SajadyPID: 251450140Address: 6613 Brenden CourtOwner: Brent McnameePID: 256120440Address: UnassignedOwner: Chanhassen CityPID: 256110090Address: 6604 Alder WayOwner: Matthew QuinnPID: 256110080Address: 2180 Pinehurst DriveOwner: William R GuptailPID: 252470030
Address: 2181 Crestview Drive
Owner: William D Hile Revocable Trust
PID: 252470020
Address: 2180 Crestview Drive
Owner: Trust Agreement of Garth and Madline Su PID: 256200031
Address: 6464 Murray Hill Road
Owner: Paul V Kelly
PID: 256200020
Address: 6454 Murray Hill Road
Owner: Drew Torrence
PID: 256210020
Address: 6434 Murray Hill Road
Owner: Chanhassen City
PID: 258370040
Address: 2165 Murray Hill Court
Owner: Emily Kathryn Raguse
PID: 258370010
Address: 2160 Murray Hill Court
Owner: Charles G Goers SR Rev TrustPID: 254590060Address: 6400 Melody LaneOwner: Richard D Gail Ann Pratt BlissPID: 254590070Address: 6405 Melody LaneOwner: Lynn Suzanne MillerP
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(Per Rec.)8" Sanitary (Per Rec.)NO PARKING NO PARKING52.4951.80 FL52.30 TC51.85 FL52.35 TC52.4152.3752.0251.95EOFEOFEOFEOFEOFVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C5.0 Grading MMW.dwg 3/2/2026 12:50:27 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH050'100'150'1"=50'OVERALL GRADING AND DRAINAGE PLANC5.01RCQARLOVERALLGRADING ANDDRAINAGE PLANC5.01PRO
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PROPERTY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINESEE SHEET C5.1FOR ENLARGED PLANSEE SHEET C5.2FOR ENLARGED PLANBUILDINGADDITIONBUILDINGADDITIONPROPERTY LINEHAZELTINE BLVD
Watershed Revision 03/02/2026
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BUILDINGADDITIONFFE = 1055.77SMH-502RIM:2104.75SMH-501RIM:1048.57EX-SMHRIM:1032.9650.23 ME50.28 ME50.13 ME50.45 ME49.65 FL50.15 TC50.77 ME50.71 FL51.21 TC51.72 ME49.43 ME50.44 ME53.34 ME53.84 ME53.18 ME53.49 ME48.58 ME49.11 ME55.6055.3055.38 ME55.57 ME55.4855.6855.8055.2855.80CB-203RIM:1054.92CBMH-202RIM:1054.93STM-201RIM:1047.0355.7755.7755.7755.7354.9754.9855.7255.2855.2755.6855.681.07%3:14:11051
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5 3' WIDE BERMTOP OF BERM = 1052.0055.7755.7755.6955.6955.6855.1850.25 ME50.07 ME49.58 MEEX STMHRIM:1044.7355.1610501051
CORIM:1054.67CO-131RIM:1049.47104
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4FES-180IE: 1051.00RL-1813:14:149.77 MEEOFFILTRATION #9BOT: 1050.510YR-1050.5100YR-1051.1FFE-1055.3SEE DETAILSSTM-18/C7.2 ANDSTM-12/C7.254.8950.03 ME50.73 ME50.12 ME50.26 MEEX STMH-WRIM:1051.201051 1052 1052
54.9354.9152.0651.2049.3652.4548.5732.9650.16 ME58.20 ME58.16 ME58.14 ME58.11 ME58.11 ME58.10 ME58.11 ME58.10 ME58.19 ME58.16 MEBUILDINGADDITIONFFE=1058.35BUILDINGADDITIONFFE=1058.35EXISTING RIM: 1050.70PROPOSED RIM: 1051.203:1LEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED FENCEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED CONTOURDENOTES SURFACE DRAINAGEPROPOSED SPOT ELEVATION105960.002.00%PROPOSED SANITARY MANHOLESPOT ELEVATIONMATCH EXISTINGMEABBREVIATIONFLOW LINEFLTOP BACK OF CURBTCFINISHED GRADE AT TOP OF WALLTWFINISHED GRADE AT BOTTOM OF WALLBWPROPOSED DRAINTILEPROPOSED FILTRATION BASIN TOP OF FILTER MEDIAVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C5.0 Grading MMW.dwg 2/13/2026 10:45:23 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'GRADING AND DRAINAGE PLANC5.11RCQARLGRADING ANDDRAINAGE PLANC5.1MATCHLINE - SEE SHEET 1/C5.2
Found 1/2 Inch Iron
Pipe w/ Cap No. 17253
Found 1/2 Inch IronPipe w/ Cap No. 17253Found 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Illegible CapFound 1/2 Inch IronPipe w/ Cap No. 22414Found 1/2 Inch IronPipe w/ Illegible CapEdge of WaterEdge of WaterPondRip-Rap6" WM (Per Rec.)ConcreteBituminousColumn6" Storm Sewer(Per Rec.)4" Storm Sewer(Per Rec.)NO PARKING NO PARKINGPROPERTY LINEPROPERTY LINEBUILDING ADDITIONFFE = 1053.05SMH-503RIM:1052.13SMH-502RIM:2104.75SMH-501RIM:1048.57STMH-102RIM:1054.34CBMH-130RIM:1052.72CBMH-122RIM:1052.16CB-123RIM:1051.35FES-120IE: 1048.0052.9853.0552.9852.9753.3053.0552.9853.0553.0551.0250.8752.16 FL52.66 TC52.6452.0052.0052.5052.7253.0553.0552.8452.8452.8252.8252.9453.0553.0552.88 ME52.72 ME52.09 FL52.59 TC51.98 ME52.43 ME54.15 FL/ME54.65 TC/ME54.43 FL/ME54.93 TC/ME55.28 ME55.87 ME56.73 ME57.32 ME58.25 ME59.08 ME59.43 ME59.09 FL/ME59.59 TC/ME59.21 FL/ME59.71 TC/ME60.22 FL/ME60.72 TC/ME58.55 FL59.05 TC58.45 FL58.95 TC57.85 FL58.35 TC57.97 FL58.47 TC56.40 FL56.90 TC57.24 FL57.74 TC58.96 FL59.46 TC57.05 FL57.38 TC55.93 FL56.26 TC54.04 FL54.54 TC53.01 FL53.34 TC55.50 FL55.83 TC55.61 FL55.94 TC55.09 FL/ME55.59 TC/ME55.32 ME50.23 ME50.28 ME50.13 ME50.45 ME49.65 FL50.15 TC50.77 ME50.71 FL51.21 TC51.72 ME49.43 ME50.44 ME53.34 ME53.84 ME53.18 ME53.49 ME48.58 ME49.11 ME65.1365.9965.9465.0967.2566.8967.6867.6767.6867.7167.3867.5560.1260.1260.6660.1260.0060.1260.0060.1260.7260.7260.1260.1260.7260.6660.1260.1260.0060.1260.0060.1260.0060.1260.0060.0060.0065.5065.5560.94 TW60.69 BW59.62 BW65.39 TW66.02 TW61.11 BW67.00 TW59.82 BW59.61 BW67.34 TW67.67 TW60.05 BW66.30 TW60.44 BW59.41 TW59.41 BW52.23 FL52.73 TC52.09 FL52.59 TC52.9851.2550.7151.1151.6551.31 ME52.55 ME54.00 ME51.66 FL52.16 TC57.12 FL57.62 TC58.02 FL58.52 TC53.3553.3453.00 FL53.50 TC53.00 FL53.50 TC52.18 FL52.68 TC52.11 FL52.61 TC55.7255.37 FL55.87 TC57.2556.91 FL57.41 TC59.49 FL59.99 TC51.58 ME53.34 ME52.81 ME52.0052.4252.5752.6052.85FES-150IE: 1048.50STMH-151RIM:1060.151052105210531054105510561057105810541055105610571058105910521053
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60.2360.1660.1860.2360.2060.1960.3260.3560.3460.3360.2160.5660.5960.4860.5160.2760.3260.2060.3160.296' WIDE DITCH6' WIDE BERMTOP OF BERM = 1059.000.83%59.4660.0060.0059.95CB-153RIM:1059.51CB-152RIM:1058.3359.9560.0060.0059.5266.41 TW60.05 BW0.50%0.50%56.93 FL57.43 TC1048104910501051105210531054105510561057FILTRATION #3BOT: 1047.910YR-1048.3100YR-1050.2FFE-1053.05SEE DETAILSSTM-18/C7.2 ANDSTM-12/C7.20.51%56.1350.25 ME50.07 ME49.58 MEEX STMHRIM:1044.73CO-104RIM:1049.04:1
3:1
4' WIDE BERMTOP OF BERM = 1049.052.82EXISTING RIM: 1054.26PROPOSED RIM: 1052.95EXISTING RIM: 1053.70PROPOSED RIM: 1053.18EXISTING RIM: 1053.67PROPOSED RIM: 1052.84OCS-103RIM:1049.5049.77 ME52.43 EOFEOFEOFEOFEOFEOFBASIN OVERFLOWS TONORTH, NO IMPACT TOPROPERTIES TO SOUTH4:150.03 ME50.73 ME50.12 ME50.26 MEEXISTING RIM: 1053.92PROPOSED RIM: 1053.3649.3654.3447.9051.3552.1352.4548.5759.5160.1652.6656.4360.1550.16 ME50.9151.4551.3850.9851.1858.20 ME58.16 ME58.14 ME58.19 ME58.16 MEBUILDINGADDITIONFFE=1058.350.56%0.
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8 10481049105010511052105352.79 ME52.9010541055105610571058104810493:1
1055
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1050
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LEGENDEXISTING ELECTRIC LINEEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING SANITARY SEWEREXISTING CATCHBASIN EXISTING WATER LINEEXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING GAS LINEEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED WATERMAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED FENCEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED CONTOURDENOTES SURFACE DRAINAGEPROPOSED SPOT ELEVATION105960.002.00%PROPOSED SANITARY MANHOLESPOT ELEVATIONMATCH EXISTINGMEABBREVIATIONFLOW LINEFLTOP BACK OF CURBTCFINISHED GRADE AT TOP OF WALLTWFINISHED GRADE AT BOTTOM OF WALLBWPROPOSED DRAINTILEPROPOSED FILTRATION BASIN TOP OF FILTER MEDIA52.4951.80 FL52.30 TC51.85 FL52.35 TC52.4152.3752.0251.95VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C5.0 Grading MMW.dwg 3/2/2026 12:50:28 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH030'60'90'1"=30'GRADING AND DRAINAGE PLANC5.21RCQARLGRADING ANDDRAINAGE PLANC5.21NORTH010'20'30'1"=10'INSETC5.22SEE INSET FORENLARGED VIEWMATCHLINE - SEE SHEET 1/C5.1
Watershed Revision 03/02/2026
6" WM (Per Rec.)6" WM(Per Rec.)6" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)10" WM (Per Rec.)10" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)8" VCPConcreteConcreteColumnColumn6" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(Per Rec.)8" Sanitary (Per Rec.)NO PARKING NO PARKINGBUILDINGADDITIONBUILDINGADDITIONPROPERTY LINEHAZELTINE BLVD
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PROPERTY LINEBUILDINGADDITIONBUILDINGADDITIONSMH-503SMH-502SMH-501EX-SMHSTMH-102CBMH-130CBMH-122CB-123FES-120CBMH-202CB-203STM-201FES-150STMH-1514333339955556656566CB-152CB-15388211216568CO-104CO-1316PROPERTY LINE61085956OCS-10369BUILDINGADDITIONS166LEGENDEXISTING TRANSFORMEREXISTING FIRE HYDRANTEXISTING LIGHT POLEEXISTING STORM SEWEREXISTING FENCEEXISTING CATCHBASIN EXISTING UTILITY VAULTEXISTING VALVEEXISTING STORM MANHOLEEXISTING OVERHEAD UTILITY LINEEXISTING ROOFDRAINEXISTING CONCRETE PAVEMENTEXISTING POSTEXISTING SANITARY MANHOLEEXISTING PROPERTY LINEEXISTING BITUMINOUS PAVEMENTEXISTING GAS METEREXISTING SIGNEXISTING TREEPROPOSED STORM SEWERPROPOSED WATER VALVE/ HYDRANTPROPOSED STORM MANHOLE/ CATCH BASINPROPOSED FESPROPOSED FENCEPROPOSED CONCRETE PAVEMENTPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED SIGNPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED SILT FENCEPROPSOED SEDIMENT CONTROL AT MH/CBPROPOSED BIOROLLPROPOSED CONTOURPROPOSED SANITARY MANHOLEPROPOSED SEDIMENT CONTROL LOGPROPOSED EROSION CONTROL BLANKETPROPOSED FILTRATION BASINTOP OF FILTER MEDIA12345678910EROSION CONTROL BLANKET AND SEEDING - SEEDETAIL EC-01/C7.0BIOROLL (TYP.) - SEE DETAIL EC-03/C7.0SILT FENCE - SEE PLATE NO. 5300/C7.0ROCK CONSTRUCTION ENTRANCE - SEE PLATE NO.5301/C7.0INLET PROTECTION AT CURB INLET - SEE PLATE NO.5302A/C7.0INLET PROTECTION AT CATCH BASIN - SEE PLATE NO.5302G/C7.0NOT USEDRIP RAP AT FES - SEE PLATE NO 3107/C7.0SEDIMENT CONTROL LOG - SEE DETAIL EC-07/C7.0STORMWATER TREATMENT DETAIL - SEE DETAILSTM-65/C7.2KEY NOTESVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C6.0 Erosion MMW.dwg 3/2/2026 12:49:33 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONNORTH050'100'150'1"=50'EROSION AND SEDIMENT CONTROL PLANC6.01RCQARLEROSION AND SEDIMENTCONTROL PLANC6.01Watershed Revision 03/02/2026
8" DIA ROCK LOGSEE NOTE 4.NOTE:1.WHERE MORE THAN ONE (1) SEDIMENT CONTROL LOG IS USED, ENDS SHALL BEOVERLAPPED 6" MINIMUM2.CONTRACTOR MAY SUBMIT SHOP DRAWING FOR APPROVED EQUAL PRIOR TOCONSTRUCTION.3.ROCK LOG SHALL BE USED WHEN SEDIMENT CONTROL LOG IS PLACED ON PAVEDSURFACES AND SEDIMENT CONTROL LOGS ARE UNABLE TO BE STAKED4.INSPECT STRUCTURE A MIN. EVERY 7 DAYS AND AFTER EACH RAINFALL EVENTGREATER THAN 0.5 INCHES IN 24 HOURS AND REPAIR AS REQUIRED.5.REMOVE SEDIMENT WHEN TRAP REACHES ONE-HALF (1/2) CAPACITY.6.REMOVE STRUCTURE WHEN PROTECTED AREAS HAVE BEEN STABILIZED.GRADESECTION VIEW A-A6" MIN.OVERLAPPLAN VIEWAA8" DIA SEDIMENTCONTROL LOGTYPE: ROCK LOGPER MNDOTSECTION 3897EROSION CONTROL10/19/20EC-07REVISED NOT TO SCALESEDIMENT CONTROL LOGFLOWNOTE:1.POINT 1 MUST BE A MINIMUM OF 12" HIGHER THAN POINT 2 (TOP OF BIOROLL) TO ENSURETHAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS2.STAKES SHALL BE INSTALLED PER DOT OR THE FOLLOWING AS A MINIMUM.A.1/2" x 2" x 16" WOODEN STAKESB.STAKED @ 45° WITH TOP OF STAKE POINTING UP STREAM.C.MAX SPACING OF STAKES SHALL BE 1.0 FEET.FLOWFLOW45°POINT 1POINT 2EROSION CONTROLBLANKET12"BIOROLLEROSION CONTROLBIOROLL DITCH CHECK DETAILEC-03NOT TO SCALENOTES:1.DIG 6"X6" TRENCH2.LAY BLANKET END INTO TRENCH3.STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT4.BACKFILL TRENCH WITH SOIL AND COMPACT5.IF SLOPE LENGTH (L) IS GREATER THAN 100FT DIG A CHECK SLOT 1/3 FROM THEBOTTOM OF THE SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH.STAPLE PATTERN20"20"4'DETAIL AFL
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4"6"OVERLAPDETAIL BDETAIL CBLANKET INSTALLATIONCHANNEL OR SLOPE INSTALLATIONFL
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4"DETAIL AANCHOR TRENCH & BLANKET INSTALLATIONSTAPLE PATTERN SHOULD BEPER MANUFACTURER'SRECOMMENDATIONS OR AT AMINIMUM 3.8 STAPLES PERSQUARE YARD USING 8-INCH 11GAUGE WIRE "U" STAPLES10"EXTEND MATERIAL ABOUT 40" ON TOPOF THE GROUND AND RANDOMLYINSERT STAPLES THROUGH THEMATERIAL ABOUT 20" APART PERMANUFACTURER'S RECOMMENDATIONSDIG TRENCH. SEENOTES #1-4STAPLE PATTERN SHOULD BEPER MANUFACTURER'SRECOMMENDATIONS OR AT AMINIMUM 3' O.C. STAPLESMUST BE INSERTED THROUGHOVERLAP MATERIALBLANKET MATERIAL MUSTOVERLAP AT LEAST 6" ANDSTAPLES INSERTED THROUGHBOTH FABRICS AT A MAXIMUMSPACING OF 20" APARTBLANKET MATERIAL MUSTOVERLAP AT LEAST 6" ANDSTAPLES INSERTED THROUGHBOTH FABRICS AT A MAXIMUMSPACING OF 40" APARTAT END OF SLOPE SECUREBLANKET MATERIAL BYINSERTING STAPLES ABOUT 20"APART THROUGH THE FABRICINSTALLATION AT PIPE ENDSPIPE OUTLETSPIPE INLETSSEE NOTE #5EROSION CONTROLBLANKET ON SIDE SLOPESSEE DETAIL AFLOWFLOWEXISTINGGRADEEXISTINGGRADEEROSION CONTROLBLANKETEROSION CONTROLBLANKET6"6"COMPACTED BACKFILL SOIL6"6"STAPLE 1' O.C.COMPACTED BACKFILL SOILSTAPLE 1' O.C.6"
6"6"SEE DETAIL AEROSION CONTROLBLANKET IN DITCH BOTTOMSRIP RAPDETAIL ARIP RAPEROSION CONTROLEROSION CONTROL BLANKET DETAILEC-01NOT TO SCALEVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C7.0 Details MMW.dwg 2/13/2026 10:47:38 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONRCQARLCIVIL DETAILSC7.0
TACK COAT PERMNDOT 235710" AGGREGATE BASE MATERIALPER MNDOT 3138-3 CLASS 52" BITUMINOUS WEARING COURSEMNDOT SPECIFICATION SECTION2360, SPWEA340C2" BITUMINOUS NON-WEAR COURSEMNDOT SPECIFICATION SECTION2360, SPNWB330CSUBGRADE PERGEOTECHNICAL REPORTPAVINGHEAVY DUTY BITUMINOUS PAVEMENT DETAILPVMT-29NOT TO SCALEPAVINGREINFORCED CONCRETE SIDEWALK PAVEMENT DETAILPVMT-03WALK WIDTH AND SLOPE4"5"PER PLANAGGREGATE BASE PERMNDOT 3138-3 CLASS 55" DEPTH - 4500 PSI CONCRETELIGHT BROOM FINISHNOTES:1.PROVIDE CONTROL JOINTS AT 12' O.C. MAXIMUM IN BOTH DIRECTIONS2.CAULK ALL EXPANSION JOINTS AT LOCATIONS ADJACENT TO BUILDING, CONCRETESTOOPS, AND COLUMNS, OR AS CALLED OUT IN THE SPECIFICATIONS. RECESS 1/2"FROM FINISHED GRADE, COVER IF CAULKED.3.JOINTING SHOWN ON PLANS IS FOR REFERENCE ONLY. CONTRACTOR SHALLSUBMIT JOINTING PLAN TO OWNER AND ENGINEER FOR REVIEW A MINIMUM OF 3WEEKS PRIOR TO CONSTRUCTION.4.PLACE AGGREGATE BASE MATERIAL EQUAL TO HORIZONTAL DIMENSIONS TORECEIVE PAVING, PLUS A MINIMUM OF 6-INCH OVERSIZE WITH A 1:1 SLOPE DOWNAND OUT TO SUBGRADE FROM BACK EDGES OF PAVEMENTSTYPE 4 GEOTEXTILE PER MNDOT3733.2B AND THE GEOTECHNICALREPORTNO PARKING9'-0"9'-0"9'-0"18'-0"NON-SKID 4" SINGLELINE WHITE SEESPECIFICATIONS.PAVING10/19/20REVISED NOT TO SCALESTANDARD PARKING STALL PAVEMENT MARKING DETAILPVMT-85STRIPES NON-SKID 4"SINGLE LINE WHITE@ 24" O.C. SEESPECIFICATIONS45°PAVING10/19/20REVISED NOT TO SCALENO PARKING STRIPINGPVMT-83PAVING10/19/20REVISED NOT TO SCALEACCESSIBLE PARKING STALLS DETAILPVMT-87NON-SKID 4" SINGLELINE WHITE SEESPECIFICATIONS.18" ~ CONCRETE FOOTINGSTEEL TUBE - FILL WITHCONCRETE AND PAINT YELLOW,WHERE CONCRETE OCCURS ATBASE PROVIDE EXPANSIONJOINT AND URETHANE CAULK48"36"4" LONG STUDS WELD ATQUARTER POINTS 8" O.C.6" BOLLARD - SEE SPECIFICATIONSECTION 32360018"PROVIDE PRE-FABPIPE BOLLARD CAPEXPANSION JOINTPAVINGBOLLARD DETAILPVMT-18NOT TO SCALESIGNAGEACCESSIBLE PARKING SIGN DETAILSIGN-01NOT TO SCALE1'-0"3'-0"1'-6"2'-0"FINE UP TO $250VIOLATORS SUBJECT TO ALICENSE PLATE REQUIRED.STATE CERTIFICATE ORONLYPARKINGDISABLEDVANACCESSIBLEDESIGNATED VAN ACCESSIBLESTALL SIGNS: WHITE LEGENDAND BORDER ON BLUEBACKGROUND, FULLYREFLECTORIZEDMETAL SIGN TO MATCH SIGN ABOVEMETAL SIGN ACCORDINGTO ALL STATE STATUTES4'-0" X 1 1/2" DIAMETERGALVANIZED POLE SET INSIDEBOLLARD W/ CONCRETEBOLLARD:REFER TO DETAILPVMT-18/C7.1FINISHED GRADE, SEE PLANSSEE DETAIL PVMT-38/7.1FOR FURTHER DETAIL6"4' MIN.12"-16" DIA.CONCRETEFOOTINGSLOPE TOP OFFTG. TO DRAINFINISHED GRADESIGNAGEBOLLARD MOUNTED SIGN DETAILSIGN-03NOT TO SCALESEE DETAIL PVMT-38/7.1FOR FURTHER DETAIL3'-0"2'-0"REFER TO SIGNAGE PLANSAND SPECIFICATIONSSECTION 101453 FOR SIGNTYPE INFORMATION4'-0" X 1 1/2" DIAMETERGALVANIZED POLE SET INSIDEBOLLARD W/ CONCRETEBOLLARD:REFER TO DETAILPVMT-18/C7.1FINISHED GRADE, SEE PLANSSEE DETAIL PVMT-38/C7.1FOR FURTHER DETAILSIGNAGESIGN POST INSTALLATION DETAILSIGN-02NOT TO SCALE1 1/2" DIAMETERGALVANIZED POLEREFER TO SIGNAGE PLANSAND SPECIFICATIONSSECTION 101453 FOR SIGNTYPE INFORMATIONPAVINGSIGN POST FOOTING DETAILPVMT-38NOT TO SCALE1 1/2" DIAMETERGALVANIZED POLEFINISHED GRADE, SEE PLANS5'-0"FINISHED GRADEREFER TOGRADING PLANSRETAINING WALL. REFERTO SPECIFICATIONS FORACCEPTABLEMANUFACTURERLEVELING PADAGGREGATEBASE CLASS 54" Ø DRAINTILEIF REQUIREDBY CERTIFIEDDESIGN TO BEPROVIDED BYCONTRACTORBATTER PERMANUFACTURERSPECIFICATIONSTW = TOP OF WALLELEVATIONDESCRIPTION. SEEGRADING PLANBW = BOTTOM OFWALL ELEVATIONDESCRIPTION. SEEGRADING PLANCAPSTONE PERMANUFACTURERRECOMMENDATIONNOTE:1.CONTRACTOR SHALL SUBMIT DESIGN AND DRAWINGS PRIOR TO WALL CONSTRUCTION.REVIEW OF THESE DRAWINGS WILL BE LIMITED TO CONFORMANCE WITH LAYOUT ONLY.RETAINING WALL LOCATION SHOWN ON DRAWINGS SHALL NOT BE ADJUSTED UNLESSCONTRACTOR HAS ARCHITECT'S OR ENGINEER'S WRITTEN AUTHORIZATION. RETAININGWALL MANUFACTURER'S DESIGNER SHALL DESIGN RETAINING WALL SYSTEM,EXCAVATION, GEO-GRID REINFORCING, BACKFILLING, AND ANY ASSOCIATED WORK TOCONSTRUCT RETAINING WALL. SEE SPECIFICATIONS FOR FURTHER INFORMATION.2.ALL COSTS FOR RETAINING WALL DESIGN DRAWINGS WILL BE PAID BY THE CONTRACTOR.DETAIL IS SHOWN FOR DESIGN INTENT ONLY. CERTIFIED DESIGN BY CONTRACTOR.PAVINGTYPICAL RETAINING WALL DETAILPVMT-12NOT TO SCALE42" HIGH POWDER COATEDORNAMENTAL BLACK METALGUARDRAIL FENCEFINAL TOP OF WALL HEIGHTSHALL BE HALF BLOCK PLUSCAP MINIMUM12" MIN. FREE DRAINAGEAGGREGATE ZONEGEOGRID IFREQUIRED BYDESIGNER (TYP.)SEE GRADINGPLAN FOR DESIGNINFORMATION ONSLOPE AWAYFROM WALLPAVINGCONCRETE JOINT DETAILPVMT-191/4"EXPANSION JOINTAT 60' O.C. MAXIMUMAT 5' O.C. MAXIMUMCONTROLLED JOINT1/2"PRE-MOLDEDCOMPRESSIBLEFILLER, SET FLUSHWITH FINISH GRADE1/4"RTYPICAL1/4"RTYPICALTOOLED SCORE JOINTDEPTH=1/3 OF SLABTHICKNESS 1/2" STEELTROWEL FINISH AT ALLEDGES AND JOINTSMATCH EXISTING JOINT PATTERNMATCH EXISTING JOINT PATTERNNOTES:1.PROVIDE CONTROL JOINTS AT 12' O.C. MAXIMUM IN BOTH DIRECTIONS2.CAULK ALL EXPANSION JOINTS AT LOCATIONS ADJACENT TO BUILDING, CONCRETESTOOPS, AND COLUMNS, OR AS CALLED OUT IN THE SPECIFICATIONS. RECESS 1/2"FROM FINISHED GRADE, COVER IF CAULKED.3.JOINTING SHOWN ON PLANS IS FOR REFERENCE ONLY. CONTRACTOR SHALLSUBMIT JOINTING PLAN TO OWNER AND ENGINEER FOR REVIEW A MINIMUM OF 3WEEKS PRIOR TO CONSTRUCTION.ADA REQUIRED TRUNCATEDDOME PER MNDOTSTANDARD REQUIREMENTSPROVIDE SURFACE TEXTURE ASPER STATE OF MINNESOTAREQUIREMENTSRAMP SLOPE 1:12 (8.33%) MAXIMUMCROSS SLOPE 1:50(2.0%) MAXIMUM6'
-0
"6'-0"6'-0"6'-0"PAVINGADA RAMP DETAIL11/09/20PVMT-17REVISED NOT TO SCALE9'-0"9'-0"9'-0"18'-0"NON-SKID LINE WHITESEE SPECIFICATIONS.PAVINGLIGHT DUTY BITUMINOUS PAVEMENT DETAILPVMT-37NOT TO SCALE6" AGGREGATE BASE MATERIALPER MNDOT 3138-3 CLASS 5COMPACTED SUBGRADEPER GEOTECHNICALREPORTTACK COAT PERMNDOT 23571.5" BITUMINOUS WEARINGCOURSE MNDOT SPECIFICATIONSECTION 2360, SPWEA240B1.5" BITUMINOUS NON-WEARCOURSE MNDOT SPECIFICATIONSECTION 2360, SPNWB230B6" SCH. 40PERFORATEDDRAINTILECOURSE FILTERAGGREGATE PERMNDOT 3149.2HCOURSE FILTERAGGREGATE PERMNDOT 3149.2HBOTTOM OFPAVEMENT BASEGEOTEXTILE (TYPE 1) PERMNDOT 3733, TYPICAL TOWRAP AROUND FILTERMATERIALSEE PVMT-37/C7.3 FORBITUMINOUS PAVEMENTAND BASEMIN.4"MIN.1'-0"5"2'-6"9"9"9"USE CLASS C BEDDING FOR THE UTILITIES BEING CONSTRUCTED AT OR ABOVEGROUNDWATER ELEVATIONS. CLASS B BEDDING SHALL BE USED FOR THEINSTALLATION OF ALL UTILITIES LOWER THAN THE GROUNDWATER ELEVATION.STORMDRAIN TILE UNDER PAVEMENT DETAILSTM-37NOT TO SCALEVAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C7.0 Details MMW.dwg 2/13/2026 10:46:40 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONRCQARLCIVIL DETAILSC7.1
SLOPE VARIES SEEGRADING PLAN12"BASE OF EXCAVATION, TYP.MATCH EXISTING GRADE ORFINISHED GRADE AT ADJACENTSURFACE. SEE GRADING PLANSEXISTING UNCOMPACTEDSUBGRADE6" MIN.6" MIN.NOTES:1.FILTER TOPSOIL BORROW SHALL BE UNIFORM IN COMPOSITION AND 12" MIN. DEPTH.2.MAXIMUM COMPACTION OF FILTER TOPSOIL, FINE FILTER AGGREGATE, AND PREPARED SUBGRADE SHALL BE MAX. 85% PROCTOR (S.P.D.)3.FILTER TOPSOIL SHALL PROVIDE 0.5"/HR - 1.5"/HR SOIL INFILTRATION RATE AT SPECIFIED COMPACTION. RATES NEED TO BE VERIFIED BY DOUBLE RING INFILTROMETER TEST. SEE SPECIFICATION.4.FINE FILTER AGGREGATE SHALL PROVIDE 2.5"/HR - 3.5"/HR INFILTRATION RATE AT SPECIFIED COMPACTION. RATES NEED TO BE VERIFIED BY DOUBLE RING INFILTROMETER TEST. SEE SPECIFICATION.5.NO RUBBER TIRED EQUIPMENT IN BASIN AFTER SOIL LOOSENING ACTIVITIES HAVE BEEN COMPLETED. LOW GROUND PRESSURE AND/OR TRACKED EQUIPMENT ONLY.6.ANY COMPACTION OF PREVIOUSLY LOOSENED SOIL MUST BE RELOOSENED PRIOR TO INSTALLATION OF FILTRATION SOIL MEDIA.7.PERIMETERS OF FILTRATION BASINS SHALL BE SURROUNDED BY SEDIMENT CONTROL LOGS AND/OR SILT FENCE IMMEDIATELY AFTER MASS GRADING OPERATIONS TO AVOID SILTATION DURINGCONSTRUCTION. ANY SEDIMENT AND SILT THAT ENTERS THE FILTRATION BASIN MUST BE REMOVED IN A TIMELY MANNER AND NECESSARY CORRECTIVE ACTIONS MUST BE TAKEN AS DIRECTED BYGEOTECHNICAL TESTING CONSULTANT.8.ANY AND ALL EROSION AND/OR SCOURING OF FILTRATION BASIN MUST BE CORRECTED IN A TIMELY MANNER.STORMFILTRATION BASIN DETAIL10/19/20STM-12REVISED SLOPE VARIES SEEGRADING PLAN15" TYP.6" PVC SCH. 40 PERFORATED DRAINTILE. SEE SPECIFICATIONSECTION 312335. SEE PLAN VIEW FOR LOCATION, INVERTSAND QUANTITY OF DRAINTILE IN EACH FILTRATION BASINREFER TO LANDSCAPE PLANSFOR SEEDING/PLANTINGS3" TYP.BOTTOM OF SANDSECTION12" MIN. DEPTH FILTER TOPSOILBORROW SEE SPECIFICATIONSECTION 310000UNCOMPACTED FINEFILTER AGGREGATE.SEE SPECIFICATIONSECTION 312335TOP OF SAND SECTION LIMITS6" MIN. DEPTH SOILLOOSENING BELOWAND AT SIDES OFAGGREGATE TRENCHSECONDARY OVERFLOWFROM FILTRATION BASINSEE PLANS12" MIN. DEPTH FILTER TOPSOILBORROW SEE SPECIFICATIONSECTION 3100006" PVC SCH. 40 PERFORATEDDRAINTILE. SEE SPECIFICATIONSECTION 312335REFER TO LANDSCAPE PLANSFOR SEEDING/PLANTINGS6" PVC SCH. 40NON-PERFORATEDDRAINTILE6" LONG SWEEP ELBOWCLEANOUTSEE NOTE 1OUTLET PIPESEE PLANS6" MIN.NOTES:1.CLEANOUTS: CASTING IN PERVIOUS AREAS SHALL BE BLACK M.I. PLUG (CAST IRON). SEE DETAIL STM-02/C7.3PROVIDE 1'-6"x1'-6"x6" CONCRETE COLLARAROUND CASTING WITH #4 REBAR EACH WAYSEE DETAIL STM-02/C7.36" PVC SCH. 40NON-PERFORATED WYEUNCOMPACTED FINE FILTERAGGREGATE. SEE SPECIFICATIONSECTION 312335STORMDRAINTILE CONNECTION AND CLEANOUT DETAIL10/19/20STM-18REVISED 6" MIN. DEPTH SOILLOOSENING BELOWAND AT SIDES OFAGGREGATE TRENCH4:1 TYP.MNDOT TYPE 5 GEOTEXTILESTORMSTORMWATER TREATMENT DETAIL STM-65NOT TO SCALE9" GRANULAR FILTERMATERIAL PER MNDOTRANDOM PLACEDCLASS 3 RIPRAP PERMNDOT SECTION 3601RCQARLCIVIL DETAILSC7.2VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C7.0 Details MMW.dwg 2/13/2026 10:49:12 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTION
PLANTO MAINELEVATIONELEVATIONNOTE:1.*FOR DRAINTILE CLEANOUTS, TOP SHALL BE BLACK M.I. PLUG (CAST IRON) WITH 6"LOCKABLE COVER, FLUSH WITH CONCRETE. PROVIDE SHOP DRAWING OF LOCKABLECOVER FOR APPROVAL. SEE REAL WORLD EXAMPLE - RIGHT.2.SEE SITE PAVING AND UTILITY PLAN FOR SIZES.WELL COMPACTED FILL WYEWELL COMPACTED FILLWYELONG SWEEP 90CLEANOUTPLUG ANDCASTING*FINISH GRADE1'-6"x1'-6"x6" CONCRETECOLLAR (CAST IN PLACE)WITH #4 REBAR EACH WAY,EACH FACE. PROVIDEEXPANSION JOINT WHERECONCRETE COLLAR ABUTSANY PAVEMENT. SEE DETAILPVMT-03/C7.1LONG SWEEP 90WRAP PIPE WITH 5MILPOLY FOR FROSTMOVEMENT PROTECTIONSTORMCLEANOUT DETAIL STM-02NOT TO SCALETO MAINSEE STORM SEWER SCHEDULE ONSHEET C3.0 FOR CASTING AND GRATENOTE:SEE STORM SEWER SCHEDULE ONSHEET C3.0 FOR CASTING AND GRATE1049.80 RIM ELEVATION48"PLANSECTION0.39%0.72%INLET PIPE6" PVCINVERT 1046.108" PRECASTCONCRETEINVERT 1045.60OUTLET PIPE15" PVCPRECAST CONCRETEMANHOLE PER ASTM C478HOLEPRECAST 48" ØMANHOLEHOLEHAALA GRATE PS48-58SSTORMOUTLET CONTROL STRUCTURE DETAIL STM-04NOT TO SCALE4" ORIFICEINVERT 1049.104" ORIFICEPROPOSEDGRADERCQARLCIVIL DETAILSC7.3 1VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C7.0 Details MMW.dwg 3/2/2026 2:40:45 PM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTIONWatershed Revision 03/02/2026
NON FROST SUSCEPTIBLE FILL,COMPACTED TO 95% STANDARDPROCTOR WHEN BELOW 3' OFFINISHED SURFACE ELEVATIONAND COMPACTED TO 98%STANDARD PROCTOR WHEN AT ORWITHIN 3' OF FINISHED SURFACEELEVATIONSEE SPECIFICATIONS FORPROPOSED SYNTHETICFIELD TURFMIN. 2" TOP STONEAGGREGATE SEEEARTHWORKSPECIFICATIONMIN. 4" STONE BASEAGGREGATE SEEEARTHWORKSPECIFICATION3' *MIRIFI 140 NON-WOVENGEOTEXTILE, OR EQUIVALENTNATURAL SOIL, COMPACTED TO95% STANDARD PROCTOR WHENBELOW 3' OF FINISHED SURFACEELEVATION AND COMPACTED TO98% STANDARD PROCTOR WHENAT OR WITHIN 3' OF FINISHEDSURFACE ELEVATIONPAVINGSYNTHETIC FIELD TURF SECTION DETAILPVMT-22NOT TO SCALE*DEPTH MAY VARY DEPENDING ONACTUAL FIELD CONDITIONS.CONTRACTOR TO COORDINATEWITH GEOTECHNICAL ENGINEER8x4 WYECONNECTIONSEE PLAN4x3 REDUCINGCOUPLER12" END OUTLET TO 5"CORRUGATED INTERNALCOUPLER #12024. SEEMULTI-FLOW PRODUCTDATA SHEET ON SHEET C7.412" MULTI-FLOWDRAINTILE PART#12300. SEESPECIFICATIONS8" DUAL WALL HDPEWT PERFORATEDDRAINTILESTANDARD WYECONNECTIONSTORMMULTI-FLOW CONNECTION DETAILSTM-03NOT TO SCALE0.50%0.50%HIGHPOINTAT CENTERSECTIONSLOPE D-ZONESURFACE TO DRAINSEE GRADING PLAN6"18"(2) #4 CONT.MIN. 4" THICK AGGREGATE BASESEE EARTHWORK SPECIFICATIONSLOPE SYNTHETICFIELD TO DRAINSEE GRADING PLANNOTE: INSTALLCONTROL JOINTSEVERY +/- 10'6" X 18" CONCRETE BORDERMIN. 4" THICK AGGREGATE BASESEE EARTHWORK SPECIFICATIONSUBBASE AGGREGATE SEEEARTHWORK SPECIFICATION5"INSTALL TOP OF 2" X 4" PRESSURETREATED NAILER BOARD FLUSH WITHTOP STONE AGGREGATE. INSTALL PERMANUFACTURER SPECIFICATIONS5"MIRIFI 140 NON-WOVENGEOTEXTILE, OREQUIVALENTNATURAL SOIL, COMPACTED TO 95%STANDARD PROCTOR WHEN BELOW3' OF FINISHED SURFACE ELEVATIONAND COMPACTED TO 98% STANDARDPROCTOR WHEN AT OR WITHIN 3' OFFINISHED SURFACE ELEVATIONPROPOSED D-ZONE PAVEMENTSEE DETAIL PVMT-37/C7.3PAVING6"X18" CONCRETE BORDER DETAILPVMT-51NOT TO SCALECONCRETE ENCASEMENT(PRECAST HORSESHOESFILLED WITH CONCRETE)USE APPROVEDCOMMERCIALADAPTERD.I.P.SEE PLAN FORMH INVERTLENGTH OF DROP +5' MIN.OF UNDISTURBED EARTHEXISTING MANHOLE3"48"SEE PLAN FORPIPE INVERTSANITARYOUTSIDE DROP MANHOLE DETAILSAN-10NOT TO SCALE15' OR MORE
9' MIN.
BURYFLOW EXISTING ORPROPOSEDGRADEMINIMUM SLOPE14" PER FOOTSDR 26 WYE1:1 MAX.8" PVC OPE SDR 26RISER ON UNDISTURBEDTRENCH WALLCONCRETE ENCASEMENT (6" ALL AROUNDMAINLINE AND SERVICE PIPE AT JOINT)SANITARYSANITARY SEWER RISER DETAILSAN-08NOT TO SCALERCQARLCIVIL DETAILSC7.4 VAA, LLC763.559.9100www.vaaeng.comProject #2300 Berkshire Lane N, Suite 200Plymouth, MN 55441240743CONSULTANTSISSUED FORREVISION NO.SHEET NUMBERSHEET NAMEISSUE DATECHECKED BYDRAWN BYKEYPLAN2 5 0 6 1ATS&R PROJECT NO.REVISIONSSIGNATURE / SEALMinnetonka Middle School West
Gym, Stage, and Science
Additions and Alterations
2026CITY SUBMITTALF:\03-Projects\2024 Projects\240743 - ATS&R - Minnetonka, MN\03-Production\01-Dwgs\01-Civil\_MMW Project\240743_C7.0 Details MMW.dwg 2/13/2026 10:48:36 AM
6421 Hazeltine Blvd
Excelsior, MN 55331
Minnetonka Public Schools District 276NABDECFG
HJF E B 1 3 , 2 0 2 6FOR REVIEWONLYNOT FORCONSTRUCTION
FGE 100' - 0"FGE 100' - 0"FGE 100' - 0"FGE 100' - 0"FGE 102' - 8"FGE 102' - 8"FGE 100' - 0"FGE 100' - 0"FGE 100' - 0"FGE 97' - 4"FGE 101' - 4"FGE 97' - 4"FGE 99' - 10"A101A102A103A104A105A106A107A111A112A113A110A114A115A118A119A120A122A123A124A121A108A109A116A117B101B102B103B104B105B106B107B108B109B110B111B112C101C102C103C104C103AC105C106C107C108C109C110C111C112C113C114C115C116C117C118C119D101D102D103D104D105D106D107D108D109D110D111D112D113D114D115D116D117D118D119D120D121D122D123D124D124AD115AD101AH101H102H103H104H105H106H107H108H108AH109H110H106AH119H122H121H120H126H123H124H125H127H129H130H131H128H132H112H113H114H115H111H118H117H116H133H134H135H137H136J101J102J103J104J105J106??J109J110J111J112J113J114J115J116J117J118J119J120J121F101F102F103F104F105F106F107F108F109F110F111F112F113F114F115F116F117F118F119F120F121F122F123F124F125F126F127F128F129E101E102E103E104E105E106E107E108E109E110E111E112E113E114E115E116E117E118E119E120E121E122E123E124E125E126E127E128E129E130E131E133E134E135E136E137E138E139E140G101G102G103G104G105G106G107G108G109G110G111G112G113G114G115G116G117G118G119G120F128AJ112AJ111BJ111AA114AA115AA118AMinnetonka Middle School WestGym, Stage and ScienceAddition and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 9 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJA1.1REFERENCE PLANSDESIGNDEVELOPMENTT A PD M MA1.11" = 30'-0"1100-0 REFERENCE PLANA101 VESTIBULEA102 CLASSROOMA103 CLASSROOMA104 CLASSROOMA105 CLASSROOMA106 JANITORA107 CORRIDORA108 CORRIDORA109 BOYSA110 CLASSROOMA111 CLASSROOMA112 CLASSROOMA113 CLASSROOMA114 CLASSROOMA114A SMALL GROUPA115 CLASSROOMA115A SMALL GROUPA116 STORAGEA117 VESTIBULEA118 CLASSROOMA118A SMALL GROUPA119 CLASSROOMA120 CLASSROOMA121 MEDIA CENTERA122 GIRLSA123 VESTIBULEA124 CORRIDORB101 CLASSROOMB102 CORRIDORB103 SCIENCEB104 PREPB105 STAFF TOILETB106 CORRIDORB107 SCIENCEB108 SCIENCEB109 SCIENCEB110 SCIENCEB111 SCIENCEB112 PREPC101 CORRIDORC102 RoomC103 CLASSROOMC103A STORAGEC104 PREPC105 CLASSROOMC106 OFFICEC107 PREPC108 SCIENCEC109 SCIENCEC110 CORRIDORC111 CLASSROOMC112 CLASSROOMC113 VESTIBULEC114 CORRIDORC115 CLASSROOMC116 CLASSROOMC117 CORRIDORC118 CLASSROOMC119 CLASSROOMD101 CORRIDORD101A JANITORD102 RoomD103 RoomD104 CLASSROOMD105 CLASSROOMD106 COMMONSD107 CLASSROOMD108 CLASSROOMD109 CLASSROOMD110 CORRIDORD111 CLASSROOMD112 SPECIAL EDD113 STAFF TOILETD114 STORAGED115 SPECIAL EDD115A QUIET ROOMD116 CLASSROOMD117 CLASSROOMD118 CLASSROOMD119 COMMONSD120 CLASSROOMD121 CLASSROOMD122 CLASSROOMD123 CLASSROOMD124 CORRIDORD124A JANITORE101 CLASSROOME102 GIRLSE103 STAFF TOILETE104 CORRIDORE105 CLASSROOME106 RoomE107 RoomE108 CORRIDORE109 ARTE110 OFFICEE111 STORAGEE112 PROJECT STORAGEE113 JANITORE114 ARTE115 RoomE116 RoomE117 RoomE118 COMMONSE119 RoomE120 RoomE121 RoomE122 RoomE123 RoomE124 RoomE125 RoomE126 RoomE127 RoomE128 RoomE129 GIRLSE130 BOYSE131 CORRIDORE132 CLASSROOME132 CLASSROOME132A SMALL GROUPE133 OFFICEE134 CLASSROOME135 RoomE136 CORRIDORE137 STAFF TOILETE138 BOYSE139 CLASSROOME140 CLASSROOMF101 CHOIRF102 PRACTICEF103 PRACTICEF104 OFFICEF105 PRACTICEF106 MUSIC CLASSROOMF107 PRACTICEF108 CORRIDORF109 OFFICEF110 PRACTICEF111 BANDF112 CORRIDORF113 GYMNASIUMF114 CORRIDOR / STAIRF115 MECHANICALF116 CLASSROOMF117 OFFICEF118 CLASSROOMF119 CORRIDOR / STAIRF120 SHOPF121 CLASSROOMF122 STORAGEF123 STORAGEF124 STORAGEF125 STORAGEF126 STORAGEF127 STORAGEF128 OFFICEF128A CORRIDORF129 SHOPG101 CORRIDORG102 STAIRG103 POOL STORAGEG104 POOL DECKG105 RoomG106 RoomG107 JANITORG108 TOILETG109 OFFICEG110 STAIRG111 LOBBYG112 STAIRG113 COMMONSG114 STORAGEG115 STAIRG116 WOMENS LOCKER RMG117 CHANGING AREAG118 SHOWERG119 MENS LOCKER RMG120 MECHANICALH101 VESTIBULEH102 OFFICEH103 OFFICEH104 OFFICEH105 OFFICEH106 LOBBYH106A RoomH107 RoomH108 WORKROOMH108A TOILETH109 RoomH110 RoomH111 RECEPTIONH112 OFFICEH113 OFFICEH114 OFFICEH115 OFFICEH116 JANITORH117 CONCESSIONSH118 STORAGEH119 LOBBYH120 RoomH121 RoomH122 RoomH123 CORRIDORH124 TOILETH125 TOILETH126 RoomH127 STAFF DININGH128 STORAGEH129 RoomH130 RoomH131 BOILER ROOMH132 RECEIVINGH133 CAFETERIAH134 KITCHENH135 DRY FOODSH136 COOLERH137 FREEZERJ101 VESTIBULEJ102 CONFERENCEJ103 CAFETERIAJ104 STORAGEJ105 ELEVATOR EQUIPJ106 CORRIDORJ107 WOMENSJ108 TOILETJ109 MENSJ110 VESTIBULEJ111 CORRIDORJ111A STAIRJ111B JANITORJ112 VESTIBULEJ112A ELEVATOR EQUIPJ113 GYMNASIUMJ114 RAMPJ115 STAGEJ116 STAGEJ117 STAIRJ118 TOILETJ119 CORRIDORJ120 CHAIR STORAGEJ121 STORAGENORTHUNIT HUNIT JUNIT GUNIT FUNIT CUNIT BUNIT EUNIT DUNIT AREV NO DESCRIPTION DATE
GENERAL ROOM FINISH SCHEDULE NOTES:A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN.B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS.C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL.ROOM FINISH SCHEDULE NOTES:1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR.2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS.3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS.4. PROVIDE RETENTION CLIPS AT ACT CEILING.5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING.6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES.A24A24A32A32A44A44A56A56A72A72A80A803232202012120404UNIT AUNIT BUNIT AUNIT DA101A102A103A104A105A106A107A111A112A113A110A114A115A118A119A120A122A123A124A121A108A109A116A117B101FGE 100' - 0"FGE 100' - 0"FGE 100' - 0"A114AA115AA118AA118A9' - 0"4"14' - 6"14' - 6"9' - 0"exg wdwto remain?adddooradddoormodify counter? modify counter?exg wdwto remain?ADD NEWWINDOW??1' - 4"35' - 4" 1' - 4" 16' - 2" DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES.10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH.11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL.12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS.13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS.14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80.15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS.16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1.Minnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 1 3 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJFOR REVIEWONLYNOT FORCONSTRUCTIONA3.1UNIT A FIRST FLOORPLAN ANDSCHEDULESCITY SUBMITTALT A PCheckerUNIT A FIRST FLOOR ROOM FINISH SCHEDULEROOMNO.ROOM NAME FLOOR BASEWALL CEILINGNOTESMTL FIN MTL FINA101 VESTIBULEA102 CLASSROOMA103 CLASSROOMA104 CLASSROOMA105 CLASSROOMA106 JANITORA107 CORRIDORA108 CORRIDORA109 BOYSA110 CLASSROOMA111 CLASSROOMA112 CLASSROOMA113 CLASSROOMA114 CLASSROOM XCPT XVBVBXGBDGBDPTPTXACT --A114A SMALL GROUP CPT VB XGBDGBDPTPTACT --A115 CLASSROOM XCPT XVBVBXGBDGBDPTPTXACT --A115A SMALL GROUP CPT VB XGBDGBDPTPTACT --A116 STORAGEA117 VESTIBULEA118 CLASSROOM XCPT XVBVBXGBDGBDPTPTXACT --A118A SMALL GROUP CPT VB XGBDGBDPTPTACT --A119 CLASSROOMA120 CLASSROOMA121 MEDIA CENTERA122 GIRLSA123 VESTIBULEA124 CORRIDORUNIT A FIRST FLOOR DOOR SCHEDULEDOORNO.NOMINAL SIZEDOOR FRAMEHEADDETAILHDWDR/FRLABELNOTESMTL TYPE MTL TYPEA118A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --A3.11/8" = 1'-0"1UNIT A FIRST FLOOR PLANNORTHREV NO DESCRIPTION DATE
A08A08A16A16A20A20A28A28A36A366868606056564848404036363232FGE 100' - 0"FGE 100' - 0"UNIT AUNIT BUNIT BUNIT DUNIT BUNIT CUNIT DUNIT BA106B101B102B103B104B105B106B107B108B109B110B111B112COURTYARDCOURTYARDC101C103C103AD104D105E107B109B109AB108B108AB106B105B107B103B104B102B102AB107AB103AB102BB106AFGE 100' - 0"13' - 0" 2' - 4" 3' - 4" 9' - 8" 6' - 0" 6' - 4" 6' - 0" 3' - 4" 3' - 4" 8' - 8" 6' - 0" 6' - 0" 6' - 0" 1' - 8"8" 6' - 0" 26' - 0" 6' - 0" 2' - 0" 14' - 4"----1BA11.12A11.11A11.1HDCPHDCP40' - 8"1' - 4"8' - 0"VERIFY3' - 8" 8' - 0" 1' - 4" 1' - 4"7' - 4" 1' - 4" 28' - 0" 3' - 4"8"1' - 4"VERIFY24' - 6 3/4"REMOVEEXG WDW??ADD NEWWINDOW??66' - 6 3/4" (VERIFY)33' - 4"25' - 10 3/4" (VERIFY) 1' - 4"35' - 4" 1' - 4" 16' - 2"136' - 8"32' - 5" +/- (VERIFY)8' MBTV (NIC)8' MBTV (NIC)8' MBTV (NIC)8' MBTV (NIC)1' - 4"8" 3' - 4" 3' - 4" 8' - 0" 4' - 8" 8' - 0"VERIFY8' - 0 3/4" +/-5' - 8" 6' - 0" 6' - 8" 6' - 0" 25' - 4" 6' - 0"8"1' - 4" 8' - 0"1' - 4"27' - 10"1' - 4" 5' - 8"CANOPY ABOVEVERIFY6' - 6" +/- 10' - 8" 6' - 8" 3' - 4" 8"8' - 0"1' - 4"57' - 2 1/2"1AA11.13A11.12BA11.13AA11.12AA11.13BA11.13CA11.12BA4.12A4.12AA4.11BA4.11AA4.11A4.1GENERAL ROOM FINISH SCHEDULE NOTES:A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN.B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS.C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL.ROOM FINISH SCHEDULE NOTES:1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR.2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS.3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS.4. PROVIDE RETENTION CLIPS AT ACT CEILING.5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING.6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES.10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH.11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL.12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS.13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS.14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80.15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS.16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1.Minnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 1 3 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJFOR REVIEWONLYNOT FORCONSTRUCTIONA3.2UNIT B FIRST FLOORPLAN ANDSCHEDULESCITY SUBMITTALT A PD M MA3.21/8" = 1'-0"1UNIT B PLANUNIT B FIRST FLOOR ROOM FINISH SCHEDULEROOMNO.ROOM NAME FLOOR BASEWALL CEILINGNOTESMTL FIN MTL FINB101 CLASSROOMB102 CORRIDORB103 SCIENCEB104 PREPB105 STAFF TOILETB106 CORRIDORB107 SCIENCEB108 SCIENCEB109 SCIENCEB110 SCIENCEB111 SCIENCEB112 PREPUNIT B FIRST FLOOR DOOR SCHEDULEDOORNO.NOMINAL SIZEDOOR FRAMEHEADDETAILHDWDR/FRLABELNOTESMTL TYPE MTL TYPEB102 (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- --B102A (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- --B102B 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- -B103 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --B103A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1B104 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1B105 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1B106 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- -B106A (2) 3' - 0" x 7' - 0" x 1 3/4" HM C XHM x/A9.3 -- ----B106F COILING COUNTER DOOR SST...B107 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --B107A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1B108 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --B108A 3' - 0" x 7' - 0" x 1 3/4" HM C AL x/A9.1B109 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --B109A 3' - 0" x 7' - 0" x 1 3/4" HM C AL x/A9.1NORTHREV NO DESCRIPTION DATE
GENERAL ROOM FINISH SCHEDULE NOTES:A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN.B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS.C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL.ROOM FINISH SCHEDULE NOTES:1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR.2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS.3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS.4. PROVIDE RETENTION CLIPS AT ACT CEILING.5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING.6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES.A20A20A28A28A36A36A44A44A48A48A56A56A64A64A76A76807268609296B110B111B112C101C102C117C118C119E101E102E103E104E105E106E107E108E109E110E111E112E113E114E115E116E117E118E119E120E121E122E123E124E125E126E127E128E129E130E131E133E134E135E136E137E138E139E140E103E137COURTYARDCOURTYARDCOURTYARDFGE 102' - 8"FGE 101' - 4"FGE 102' - 8"FGE 102' - 8"FGE 100' - 0"FGE 100' - 0"RAMP DNRAMP DNRAMP DNRAMP DNUNIT CUNIT EUNIT EUNIT CUNIT EUNIT FRAMP DNRAMP DN14' - 6"22' - 6"E132E132A10' - 0"16' - 0"9' - 4"10' - 0"E132A---- DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES.10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH.11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL.12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS.13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS.14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80.15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS.16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1.Minnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 1 3 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJFOR REVIEWONLYNOT FORCONSTRUCTIONA3.3UNIT E FIRST FLOORPLAN ANDSCHEDULESCITY SUBMITTALT A PCheckerUNIT E FIRST FLOOR ROOM FINISH SCHEDULEROOMNO.ROOM NAME FLOOR BASEWALL CEILINGNOTESMTL FIN MTL FINE101 CLASSROOME102 GIRLSE103 STAFF TOILET PCT PCT CMUGBDXFBPCTPCTPCTACT --E104 CORRIDORXCMUCMU-- PT XACT --E105 CLASSROOME106 RoomE107 RoomE108 CORRIDORE109 ARTE110 OFFICEE111 STORAGEE112 PROJECT STORAGEE113 JANITORE114 ARTE115 RoomE116 RoomE117 RoomE118 COMMONSE119 RoomE120 RoomE121 RoomE122 RoomE123 RoomE124 RoomE125 RoomE126 RoomE127 RoomE128 RoomE129 GIRLSE130 BOYSE131 CORRIDORE132 CLASSROOME132 CLASSROOM XCPT XVBVBXCMUGBDPTPTXACT --E132A SMALL GROUP CPT XVBVBXCMUGBDPTPTACT --E133 OFFICEE134 CLASSROOME135 RoomE136 CORRIDORE137 STAFF TOILET PCT PCT CMUGBDPCTPCTACT --E138 BOYSE139 CLASSROOME140 CLASSROOMA3.31/8" = 1'-0"1UNIT E FIRST FLOOR PLANNORTHUNIT E FIRST FLOOR DOOR SCHEDULEDOORNO.NOMINAL SIZEDOOR FRAMEHEADDETAILHDWDR/FRLABELNOTESMTL TYPE MTL TYPEE103 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1E132A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1E137 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1REV NO DESCRIPTION DATE
4'-8"DNDNUPDNDNUPGENERAL ROOM FINISH SCHEDULE NOTES:A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN.B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS.C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL.ROOM FINISH SCHEDULE NOTES:1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR.2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS.3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS.4. PROVIDE RETENTION CLIPS AT ACT CEILING.5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING.6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES.10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH.11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL.12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS.13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS.14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80.15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS.16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1.A112A112A120A120A124A124A132A132A140A140A148A1488888969610410411611612012024' - 3"J101J102J103J104J105J106J107J108J109J110J111J112J113J114J115J116J117J118J119J120J121FGE 97' - 4"FGE 97' - 4"FGE 97' - 4"FGE 97' - 4"FGE 99' - 10"FGE 99' - 10"148' - 6"148' - 6"J118J117J113J114J113AJ119AJ120J121AJ121J118AJ118BJ118C J118DJ116J119J109J107FGE 97' - 4"129' - 4"7' - 2" 12' - 10"1' - 2" 6' - 2" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 4' - 10" 3' - 4" 3' - 10" 12' - 0" 12' - 0"5' - 4" 6' - 4"5' - 10" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 1' - 0"4' - 0" 7' - 0" 14' - 0" 6' - 6" 10' - 0"1' - 0"4' - 0" 4' - 8" 8" 20' - 8" 1' - 2"10' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 5" 7"UNIT HUNIT JUNIT HUNIT J4' - 0"J112 J112AJ112C J112BJ111AJ111BJ112AJ112DJ111BJ111AEJTEJTEJTADDED WALL FOR JOIST BEARING ???J108J110J110A4AA4.1----------------Minnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 1 3 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJFOR REVIEWONLYNOT FORCONSTRUCTIONA3.4UNIT J FIRST FLOORPLAN ANDSCHEDULESCITY SUBMITTALT A PD M MUNIT J FIRST FLOOR ROOM FINISH SCHEDULEROOMNO.ROOM NAME FLOOR BASEWALL CEILINGNOTESMTL FIN MTL FINJ101 VESTIBULEJ102 CONFERENCEJ103 CAFETERIAJ104 STORAGEJ105 ELEVATOR EQUIPJ106 CORRIDORJ107 WOMENSJ108 TOILETJ109 MENSJ110 VESTIBULEJ111 CORRIDORJ111A STAIRJ111B JANITORJ112 VESTIBULEJ112A ELEVATOR EQUIPJ113 GYMNASIUMJ114 RAMPJ115 STAGEJ116 STAGEJ117 STAIRJ118 TOILETJ119 CORRIDORJ120 CHAIR STORAGEJ121 STORAGEUNIT J FIRST FLOOR DOOR SCHEDULEDOORNO.NOMINAL SIZEDOOR FRAMEHEADDETAILHDWDR/FRLABELNOTESMTL TYPE MTL TYPEJ107 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J108 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J109 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J110 (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- --J110A (2) 3' - 2" x 7' - 0" x 1 3/4" AL C AL x/A9.2 -- -- --J111A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --J111B 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --J112 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.3 -- -- --J112A (2) 3' - 0" x 7' - 0" x 1 3/4" HM C XHM x/A9.3 -- ----J112B (2) 3' - 0" x 7' - 0" x 1 3/4" HM C XHM x/A9.3 -- ----J112C 3' - 0" x 7' - 0" x 1 3/4" AL C AL x/A9.3 -- -- --J112D 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J113 (2) 3' - 6" x 7' - 0" x 1 3/4" HM D HM x/A9.1J113A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J114 3' - 4" x 7' - 0" x 1 3/4" HM D HM x/A9.1J116 (2) 3' - 2" x 7' - 0" x 1 3/4" HM D HM x/A9.1J117 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J118 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J118A 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J118B 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --J118C 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --J118D 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1 -- -- --J119 3' - 8" x 7' - 0" x 1 3/4" HM D HM x/A9.1J119A 3' - 8" x 7' - 0" x 1 3/4" HM D HM x/A9.1J120 3' - 2" x 7' - 0" x 1 3/4" HM D HM x/A9.1J121 (2) 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J121A (2) 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1A3.41/8" = 1'-0"1UNIT J FIRST FLOOR PLANNORTHREV NO DESCRIPTION DATE
DNUPA120A120A124A124A128A128A132A132A136A136A140A140A144A144A148A148888892929696100100104104108108112112116116120120014697131416 1819 21222324 2831 3436372CYCLORAMAREAR TRAVELERSCRIM (BLACK)SCENERY #4THIRD ELECTHIRD LEGSECOND BORDERMID STAGE TRAVELERSCENERY #2SECOND ELECSECOND LEGFIRST BORDERSOUND CLOUD #1SOUND CLOUD #2FIRST LEGFIRST ELECGRAND CURTAINSCENERY #1THIRD LEGSECOND LEGFIRST LEGGRAND CURTAINSCENERY #3J203J201J202J202J203J201FGE 111' - 10"FGE 115' - 10"FGE 118' - 0"J204MET PANELOVER RIGID INSAND CMU BACKUP ?MET PANELOVER RIGID INSAND STL STUD BACKUP ?PROSCENIUM ℄6' - 8" 7' - 4"--------GENERAL ROOM FINISH SCHEDULE NOTES:A. "X" MATERIAL / FINISH PREFIX DENOTES EXISTING FINISH TO REMAIN.B. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS.C. REFER TO PLANS AND ELEVATIONS FOR MORE DETAIL ON PLACEMENT OF FINISHES WHEN MULTIPLEMATERIALS ARE LABELED IN A SCHEDULE CELL.ROOM FINISH SCHEDULE NOTES:1. PROVIDE ACRYLIC SEALER TO CONCRETE FLOOR.2. PROVIDE MULTI COLOR WALL PAINT. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS.3. PROVIDE ACCENT WALL PAINT. REFER TO FLOOR PLAN FOR LOCATIONS.4. PROVIDE RETENTION CLIPS AT ACT CEILING.5. PROVIDE ONE-PIECE RUBBER TREADS AND RISERS, AND RUBBER TILE AT LANDING.6. PATCH MATERIALS AND FINISH TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. DOOR SCHEDULE NOTES: 1. EXIT ONLY (NO OUTSIDE TRIM) W/ LOCAL ALARM. 2. PROVIDE CLOSER DEVICE(S). 3. PROVIDE PANIC DEVICE(S). 4. REMOVEABLE MULLION BY HARWARE SUPPLIER. 5. PROVIDE AUTOMATIC DOOR OPERATOR. REFER TO PLAN FOR LEAF LOCATION. 6. PROVIDE MAGNETIC HOLD-OPEN DEVICE(S). 7. PROVIDE MANUAL HOLD-OPEN DEVICE(S). 8. PROVIDE ELECTRONIC CARD READER. REFER TO ELEC DWGS. 9. PROVIDE LOUVER IN DOOR. REFER TO DOOR TYPES.10. PROVIDE DOOR UNDERCUT 3/4" CLEAR ABOVE FLOOR FINISH.11. PROVIDE SOUND GASKETS AT HEAD AND JAMBS AND DROP SEAL AT SILL.12. PROVIDE SMOKE GASKETS AT HEAD AND JAMBS.13. PROVIDE DOOR ALARM. REFER TO ELEC DWGS.14. DOORS SHALL RESIST THE PASSAGE OF SMOKE W/ UNDERCUT IN ACCORDANCE W/ NFPA80.15. PROVIDE KEYPAD FOR SECURITY SYSTEM. REFER TO ELEC DWGS.16. PROVIDE CONDUIT IN DOOR FRAME FOR DOOR CONTACTS. REFER TO ELEC DWGS AND X/A9.1.Minnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 1 3 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJFOR REVIEWONLYNOT FORCONSTRUCTIONA3.5UNIT J UPPER LEVELFLOOR PLAN ANDSCHEDULESCITY SUBMITTALT A PD M MA3.51/8" = 1'-0"1UNIT J MEZZANINE FLOOR PLANUNIT J MEZZANINE ROOM FINISH SCHEDULEROOMNO.ROOM NAME FLOOR BASEWALL CEILINGNOTESMTL FIN MTL FINJ201 STORAGEJ202 STAIRJ203 MECHANICALJ204 CONTROL ROOMUNIT J MEZZANINE DOOR SCHEDULEDOORNO.NOMINAL SIZEDOOR FRAMEHEADDETAILHDWDR/FRLABELNOTESMTL TYPE MTL TYPEJ201 (2) 3' - 2" x 7' - 0" x 1 3/4" HM D HM x/A9.1J202 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1J203 (2) 3' - 0" x 7' - 0" x 1 3/4" HM D HM x/A9.1NORTHREV NO DESCRIPTION DATE
TOP OF MASEL 114' - 4"C JFGE 100' - 0"BRL EL99' - 4"C JFB2FB1FB2MECHRTUC JC JC J C J C J C J C JC JFB2FB1EXG BLDGBRL EL99' - 4"FB2FB1EXG FB1EXTLIGHTEXTLIGHTEXG BLDGEXG FB19' - 4"MECH RTUC J C J C JTOP OF MASEL 114' - 4"FGE 100' - 0"BRL EL99' - 4"9' - 4"FB2FB1C J C J C J C JC JC JTOP OF MASEL 114' - 4"FGE 100' - 0"BRL EL99' - 4"FB2FB1MECH RTUC JC J9' - 4"EXTLIGHTFB2FB1C J C J C J C JFB2FB1TOP OF PCC / STUDEL 130' - 0"MET PANEL7' - 4"4' - 8"6' - 8"5' - 4"MECH MEZZFGE 111' - 10"C JC JMET PANELTOP OF STUDEL 112' - 0"LOUVERLOUVERFGE 97' - 4"BRL EL 96' - 8" - TYPBRL EL 96' - 8"EXG FB1 BEYONDUPPER STAGEFGE 115' - 10"EXG TOP OF MASEL 115' - 8"FB2FB1C JSANDBLASTEDPCC FINISHPCC PANEL W/ FB1 THIN BRICKFINISHMECHRTUTOP OF PCCEL 130' - 0"TOP OF MASEL 112' - 0"STAGE FGE 97' -4"OSOSC JBRL EL 96' - 8"12' - 0"SANDBLASTEDPCC FINISHPCC PANEL W/ FB1 THIN BRICKFINISHFB2FB1EXG WHITECONC FINEXG FB1EXG BUILDINGTOP OF PCC /STUD OR MASEL 130' - 0"EXG FB1 BEYONDMETAL PANELSTAGE FGE 99' - 10"FGE 97' - 4"BRL EL 96' - 8"METAL PANELEXG BUILDINGSANDBLASTED PCC FINISH12' - 8"EXG WHITECONC FINISHEXG FB1EXG WHITECONC FINISHTOP OF STUDEL 110' - 4"PCC PANEL W/ FB1 THIN BRICKFINISHFB1EXG ALFRAMEMETAL PANELSANDBLASTED PCC FINISHTOP OF PCC /STUD OR MASEL 130' - 0"FGE 97' - 4"BRL EL 96' - 8"BRL EL 96' - 8"CONTROL RM FGE 118' - 0"PCC PANEL W/ FB1 THIN BRICKFINISHSANDBLASTED PCC FINISHMinnetonka Middle School WestGym, Stage and ScienceAdditions and AlterationsMinnetonka Public Schools District No. 2766421 Hazeltine BoulevardMinnetonka, Minnesota 55331REVISIONSKEYPLANSIGNATURE / SEALF E B 1 3 , 2 0 2 6DRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NO.SHEET NUMBERREVISION NO.2 5 0 6 1NABDECFGHJFOR REVIEWONLYNOT FORCONSTRUCTIONA4.1EXTERIORELEVATIONSCITY SUBMITTALT A PD M MA4.11/8" = 1'-0"1EXTERIOR ELEVATION - UNIT B NORTHA4.11/8" = 1'-0"1AEXTERIOR ELEVATION - UNIT B WESTA4.11/8" = 1'-0"1BEXTERIOR ELEVATION - UNIT B SOUTHA4.11/8" = 1'-0"2EXTERIOR ELEVATION - UNIT B COURTYARD - WESTA4.11/8" = 1'-0"2AEXTERIOR ELEVATION - UNIT B COURTYARD - SOUTHA4.11/8" = 1'-0"2BEXTERIOR ELEVATION - UNIT B COURTYARD - NORTHA4.11/8" = 1'-0"3EXTERIOR ELEVATION - UNIT J SOUTHA4.11/8" = 1'-0"3AEXT EL - J EASTA4.11/8" = 1'-0"4EXTERIOR ELEVATION - UNIT B NORTHA4.11/8" = 1'-0"4A EXTERIOR ELEVATION - UNIT J WESTFGE 100' - 0"BRL EL 99' - 4"TOP OF MASEL 114' - 4"REV NO DESCRIPTION DATEGYMNASIUM ADDITION SURFACE AREA (14,260 SF TOTAL)54% PCC W/ SANDBLASTED FINISH27% PCC W/ UTILITY THIN BRICK FB1 FINISH10% METAL PANEL 5% FB1 (MODULAR MULTI-COLOR TAN FACEBRICK) 3% ALUMINUM FRAME / GLASS 3% FB2 (MODULAR WHITE FACEBRICK)SCIENCE ADDITION SURFACE AREA (5,679 SF TOTAL)53% FB1 (MODULAR MULTI-COLOR TAN FACEBRICK)32% FB2 (MODULAR WHITE FACEBRICK)12% ALUMINUM FRAME / GLASS 3% METAL PANEL
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