03-17-2026 PC Agenda and Packet
A.6:00 P.M. - CALL TO ORDER
B.PUBLIC HEARINGS
B.1 Consider Recommendation for Site Plan Approval for Minnetonka Middle School West
Facility Additions (#26-04)
C.GENERAL BUSINESS
D.APPROVAL OF MINUTES
D.1 Approve Planning Commission Meeting Minutes dated March 3, 2026
E.COMMISSION PRESENTATIONS
F.ADMINISTRATIVE PRESENTATIONS
G.CORRESPONDENCE DISCUSSION
H.OPEN DISCUSSION
I.ADJOURNMENT
AGENDA
CHANHASSEN PLANNING COMMISSION
TUESDAY, MARCH 17, 2026
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
NOTE: Planning Commission meetings are scheduled to end by 9:00 p.m. as outlined in the official by-laws. We will
make every attempt to complete the hearing for each item on the agenda. If, however, this does not appear to be possible,
the Chairperson will notify those present and offer rescheduling options. Items thus pulled from consideration will be
listed first on the agenda at the next Commission meeting.
If a constituent or resident sends an email to staff or the Planning Commission, it must be made part of the public record
based on State Statute. If a constituent or resident sends an email to the Mayor and City Council, it is up to each individual
City Council member and Mayor if they want it to be made part of the public record or not. There is no State Statute that
forces the Mayor or City Council to share that information with the public or be made part of the public record. Under
State Statute, staff cannot remove comments or letters provided as part of the public input process.
1
Planning Commission Item
March 17, 2026
Item Consider Recommendation for Site Plan Approval for Minnetonka Middle
School West Facility Additions (#26-04)
File No.26-04 Item No: B.1
Agenda Section PUBLIC HEARINGS
Prepared By Rachel Jeske, Planner
Applicant Minnetonka Independent School District 276
Present Zoning Office Institutional District (OI)
Land Use Public/Semi-Public
Acerage 30.54
Density
Applicable
Regulations
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article XXI, “OI” Office and Institutional District
Chapter 20, Article XXIII, Division 7, Design Standards for Commercial,
Industrial and Office-Institutional Developments
SUGGESTED ACTION
“The Chanhassen Planning Commission recommends approval of the requested site plan for
building additions and site alterations to Minnetonka Middle School West subject to the conditions
listed in the staff report and adopts the attached Findings of Fact and Recommendation.”
SUMMARY
After receiving voter approval of a building bond referendum, Minnetonka Independent School District
276 is proposing the construction of building additions and site alterations at Minnetonka Middle
School West. The additions will include the addition of four new science labs on the northwest corner
of the building and a new gymnasium on the east side of the building. Additional site improvements
2
include the construction and reorientation of the outdoor track and athletic field and the rerouting of the
drop-off and pick-up queue. A site plan review is required for building expansions that increase the
gross building floor area by 10% or more.
BACKGROUND
DISCUSSION
RECOMMENDATION
Staff recommends approval of the site plan and the adoption of the findings of fact and
recommendation, subject to the conditions listed in the staff report.
ATTACHMENTS
Development Review Application
Civil Plan Set
Stormwater Report
Traffic Memo
Findings of Fact
Staff Report
Affidavit of Mailing
3
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division - 7700 Market Boulevard
Mailing Address - P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1100 / Fax: (952) 227-1110
E Notification Sign lcity to nstall and remove)....
n Escrow for Recording Documents (check all that apply) ........-.
*crTrorc[AI{HAss[il
APPLICATION FOR DEVELOPMENT REVIEW
02t13t2026 PC Date 03t17t2026 cc Date 04t13t2026 60-0ay Revi€w Dale 04t15t2026
Submitta Date
(Retet to the apprcprialo Application Checklist for required submiftal inlumalion lhat musl dccompsny lhis applbation)
E Comprehensive Plan Amendment........................ $700 E Subdivision (SUB)
E Plat 3 lots or |ess.......................................... $500
E Conditional Use Pormit (CUP) n ptat over 3 to1s....,......................................$1250
n Single-Fami|yResidence...............................$400 E Metes & Bounds (2 tots).......,.......................$300
E AII Others .........................$600 fl Consotidate Lots...................__.....................$150
E ,nterim usepermt(,Up)
=
iflT5jf'|':ll* lillllll*llll .: r%'JE ln conjunction with Single-Family Residence.. $400
E Att others ................ ........ $600 E vacation of Easements/Right-olway (vAC)........$300
n Rezoning (REZ)
(Additional recordinq f€es mav apply)
n Planned Unit Development (PUD)..................$750 E Variance (VAR). . . ..........-............, ................$200
E Minor Amendment to existing PUD...... .......$100
n All Others .. ...... . ....... $600 E Wetland Alteration Permit (WAP)
n Single-Family Residence.............................. $1 50
fl sisn Plan Review........................ .......................$150 fl All others...... ...................$275
E Site Ptan Review (SPR) n appeal of Administrative Decision.......................$200
n Administrative .................... $100
E Residential/Commercial/lndustrial Districts.. g750'. n Zoning Ordinance Amendment (ZOA)... ............$500
Ag!E: When multiple apptlcattons are processed concuftenlly, the approp ate lee shall be charged fot each apPlicallon
................$200
$ per document
E Conditional Use Permit - $50 n lnterim Use Permit - $50
! Wettand Alteration Permit - $50 ! Easements ( easements) - $85
D Variance - $50 E Metes & Bounds Sub (2 deeds) - 5250
'lncludes $450 escrow for attorney costs.
'.Additional escrow may be requared for other applications through the development contract
E site Plan Agreement - $85
E Vacation - $85
E Deeds - $100
19141 555. $750 00
Seclion 1: Application Type (ch€ck all that apply)
Section 2: Required lnformation
Description of Proposal:Building addilions with sile modilication and reconstruction 10 lhe exist ng Minnetonka Middle school wesl
Property Address or Location 6421 Hazeltine Blvd. Excelsior, MN 55331
Parcel #2500 33000 Legal Description:Reler to Sheet Vl.0 of the submitted proiect
Total Acreage:
Present Zoning
30.54 Wetlands Present? E Yes E No
O Otfice & lnst tut onal Dtstrict Requested Zoning:Ol -Ottice & lnstilulional District
Present Land Use Designation: Public-Semi Public Requested Land Use Designation Public-Semi Pu blic
Existing Use of Property Middle School
E Ctrect box if separate narrative is attached
4
Section 3: Property Osrner and Applicant lnformation
AppLlCANT oTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. lf this applicatio_n has not been signed by
the pioperly owner, I have attalhed separate documentation offull legal capacity to file the application. This application
should be processed in my name and iam the party wtrom the City should contacl regarding any matter pertaining to this
application. I will keep miself informed of the deadiines for submission of material and the progress of this application. I
further understand that aAditional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior lo
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and @rrect.
Name Minnetonka lndependent School District 276 Conta 6. Paul Bourgeois
Address:562.1 County Road l0l Phone . 612-240-5997
Minnetnoka MN 55345 6"1q. 612-240-5997
Email
Signa
pau L bourgeois@minnetonkaschools.org p61. 952-501-5032
,ur". Paul Bourgeois oBlaly .lq'.d by Pd Aoo.g@13
D.l.: 2026.02.1 3 09:22:09 -06'00'Date . 12t13t26
pROPERW OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do,
auihorize the filing of this aiplicition. I understand that conditions of approval are binding and.agree to be bound by those
conditions, subjeJt only to ttre right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines f;r submission of haterial and the progresJof this application. I furthor understand that additional fees may
U" cnaig"O for consulting fees, feasibility studies, etC. with an estimate prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correcl'
Name Minnetonka lndependenl School District 276'6on1"6. Paul bourgeois
Address 5621 County Road '101 p66n6. 612-240-5997
CityiState/Zip [/in netonka MN 55345 Cell 612-240-5997
Email: Pa ul.bourgeois@minnetonkaschools.org p2x. 952401-5032
Signature Paul Bourgeois D On.r, !q.Ed b, P&r EougeoE
orle:202602 1309223,4'0500 oa:c- 12/13t26
This application must be completed in full and be typewritten or clearly printed ald mull be accompanied by all
iniorrliion and ptans require; by applicable City Ordinance provisions. Before filing this application, refer to the
ippropriate nppii"ation ihecktisi and confer witir the Planning Department to determine the specific ordinance and
applicable procedural requirements.
A determination of completeness of the application shall be made within I 5 business days of application submittal. A
written notics of appticjtion deficiencies sfrall be mailed to the applicant within 15 business days of application.
PROJECT ENGINEER (if aPPlicable)
Name: VM Engineering Conta ct- Andy LaPalme
Address 2300 Berkshire Land N, Suite 200 ph6ns. (763) 587 7312
City/State/Zip Plymouth, MN 55441 6s11. (612) 802-2956
Email. alapalme@vaaeng.com g3r. (763) 559'0378
Who should recoive copias of staff reports?'Other Contact lnformation :
EEE
E
Properly Owner Email
Applicant Email
Paul.Bourgeois@minnetonkaschools.org
E! b.uo.d.enifi rd*c.rsk t!
Name. Bon Spoden
Address a5ai Gol..i vr..y Rd, sd.1d)
Eng ineer Email 'r'cd!o6:'4sm City/State/Zip
Othef Email 6eod€n@'ie@m Email: rcodo@.'" -.
INSTRUCTIONS TO APPLICANT: Complete all necessary.form fields, lhen select SAVE FORI\II to save a copy to your
device. PRINT FORM and deliver- to city along with required documents and payment- SUBMIT FORM to send a dtgital
Section 4: Notification lnfomation
copy to the city for processing
City/State/Zip:
5
A0.0 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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FOR REVIEW
ONLY
NOT FOR
CONSTRUCTION
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
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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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yN87°12'20"W 1341.24N03°10'34"E 159.59 N20°50'51"E 592.00
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 FEET7
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
8.60.6
30.760.7
9.40.6
11.30.6
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
Concrete Wa
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Iron FenceLandscaping RockLandscapingRockLandscapingRockLandscapingRockLandscapingRockLandscapingRockLandscaping
Rock
LandscapingRockLandscapingRockConcrete Stepsw/ RailingBituminousBituminousBituminousWing Wall6" WM (Per Rec.)6" WM(Per Rec.)6" WM (Per Rec.)8" WM (Per Rec.)8" WM (Per Rec.)WM (Per Rec.)WM (Per Rec.)10" WM (Per Rec.)
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Edge of WoodsEdge of WoodsEdge of WoodsEdge of Woods Edge of WoodsEdge of WoodsEdge of Woods Edge of Woods
ConcreteEdge of Woods74.3
74.3 29.930.018.123.3
23.4
18.118.035.4
35.0
30.042.078.042.0
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 KEY8
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"
RCP
3" PVC
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 KEY9
MATCH LINE BMATCH LINE A
Tennis Courts
Tennis Courts
Tennis CourtsMonument SignTruncated Dome
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15.5
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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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Bituminous WalkwayBituminous WalkwayConcreteConcreteConcreteBituminous DriveAccess
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Rip-Rap8" WM (Per Rec.)8" WM (Per Rec.)10" WM (Per Rec.)
Tennis Courts
Tennis Courts
Tennis Courts15" HDPE15" HDPE12" RCP12" RCP18" RCP24
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6" PVC
18" HDPE8" HDPE8" HDPE18" HDPE8" PVC
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12" San (Per Rec.)8" San Serv. (Per Rec.)12" San (Per Rec.)12" San (Per Rec.)8" PVCBituminous Walkway
Approximate Edge of Wetland per Field Vegetation.No Wetland Flags Were Observed.Chain Link Fence Bituminous Sidewalk
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Edge of Woods
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 FEET10
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.11
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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 NOTES19
N87°12'20"W 1341.24N03°10'34"E 159.59 N20°50'51"E 592.00
N69°23'42"W55.00S02°28'15"W 1174.51 S86°33'22"E 525.52S41°54'45"E 38.33N
4
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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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(Per Rec.)4" Storm Sewer(Per Rec.)4" Storm Sewer
(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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PROPERTY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINESEE SHEET C2.1FOR ENLARGED PLANSEE SHEET C2.2FOR ENLARGED PLANPROPERTY LINE20
LEGENDEXISTING 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 REMOVEDN03°10'34"E 159.59
N20
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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 ONLY21
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
15"
HDPE
15" HDPE
1
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R
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12" HDPE3" PVC15" HDPE
15" HDPE15" HDPE12" RCP12" RCP12" RCP18" RCP24
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24
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3" HDPE3" HDPE3" PVC
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 ONLY22
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.)
1
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12" HDPE12" PVC12" PVC 6" PVC12" RCP
12" HDPE1
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HD
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RCP12"
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24" RCP24" RCP24" RCP
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6" PVC
18" HDPE8" HDPE8" HDPE18" HDPE8" PVC
6" PVC6" HDPE12"
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24"
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(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 03/02/202623
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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
24
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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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 03/02/202625
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
26
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 03/02/202627
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BUILDINGADDITIONSMH-502SMH-501EX-SMHSTM-201CBMH-202CB-2036CO-131RL-18110.00'35.75'2
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0
0
'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 PLANC4.128
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'
10.00'
12.00'6.00'6.
0
0
'54.00'25.00'
40.00'
27.16'50.00'10.00'21.84
'18.00'TYP.9.00'
TYP.10.00'10.
0
0
'10.00
'10.23'11.00'142.00'25.00'18.00'60.00'52.50'132.00'30.00'36.00'39.00'18.00'25.00'20.00'
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 03/02/202629
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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yFound Cast Iron MonumentFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron Pipe
Found 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeF
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Found 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 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 CapFound 1/2 Inch IronPipe w/ Illegible CapMonument SignTrun
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Edge of WaterEdge of WaterPondRip-Rap6" 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.)12" PVC8" PVC8" PVC12"
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.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 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 03/02/202630
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(Per Rec.)8" Sanitary (Per Rec.)HA
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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
1052105310
5
410
5
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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8104
9105
0105
1105
2105
3105
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
31
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
10
5
3
1
0
5
4
105510511052
1
0
5
3
1
0
5
4
1
0
5
5
1056
105710580.50%0.50%0.50%0.50%0.50%0.50%60.7260.723.
7
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0.77%
0.77%
2.12%2.12%0.80%1.55%1.69%1.51%
1.84%1.00%1.00%1.00%
0.96%
4.
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5
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3.91%1.85%3.96%4.61%6.06%4.75%1.07%55.26 ME55.70 FL56.03 TC0.50%4:11
0
6
0
1056
1057
10581050105110521053105410554:1 4:14:11048104952.67 FL53.00 TC2.27%
1055
1056
10571057
1058
1059
1060
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0.90%
10601061
1062
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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.
5
0
%10651
0
5
9
1
0
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8 10481049105010511052105352.79 ME52.9010541055105610571058104810493:1
1055
1056
1050
1048
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 03/02/202632
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 LINEPROPERTY LINEPROPERTY LINE
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 03/02/202633
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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L
A
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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 34
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 DETAILSC7.135
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 FORCONSTRUCTION36
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 03/02/202637
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 FORCONSTRUCTION38
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
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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
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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
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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
42
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
43
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
44
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 PANEL45
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STORMWATER
MANAGEMENT
NARRATIVE
PREPARED FOR:
Gym, Stage, and Science Addition and Alterations
Minnetonka Middle School
Minnetonka Public Schools District 276
6421 Hazeltine Blvd
Excelsior, MN 55331
February 13, 2026
Revised February 27, 2026
Prepared by:
2300 Berkshire Lane North, Suite 200
Plymouth, MN 55441
48
Table of Contents
Summary Stormwater Summary
Appendix A Rainfall Analysis Data
Appendix B Water Quality Volume Calculations
Appendix C Drainage Maps
- Existing Drainage Map
- Proposed Drainage Map
Appendix D Existing vs Proposed Site Areas
Appendix E Existing vs Proposed Rate and Volume Summaries
Appendix F MIDS Diagram and Calculation Summary
49
Stormwater Summary
The Minnetonka Middle School West Gym, Stage, and Science Addition Project in Excelsior, MN is located at 6421
Hazeltine Blvd. This project consists of replacing an existing grass sports field with a synthetic turf field, relocating the
existing running track, and constructing a new gym and science addition.
A HydroCAD stormwater model is being developed to estimate peak runoff rates and volumes for the existing and proposed
drainage conditions. The SCS Curve Number Method was used with rainfall distribution of a Type II 24-hour storm. The
hydrographs were based on the updated NOAA Atlas 14 data for the area. This rainfall data is shown in Appendix A. Curve
Numbers were determined from the National Resource Conservation Service (NRCS) Web Soil Survey, a topographic survey
from Civil Site Group Project Number 23189.02, dated October 11, 2025, aerial images, and the Geotechnical Evaluation
Report from Braun Intertec Project Number B2508902, dated January 27, 2026.
Existing Conditions
The existing project site consists of a ~130,000 SF school and supporting parking facilities along with recreational facilities.
It also includes a grass sports field surrounded by a running track and other track and field components. The draft
Geotechnical Evaluation Report by Braun Intertec indicated that the native soils at this site consist of alluvially deposited
clay loam and organic soils.
According to the survey from Civil Site Group Surveying, the site drains to 6 separate subcatchments. Four of the
subcatchments drain to onsite BMP’s (Subcatchments 1-4), and 2 drain offsite untreated (5&6). A 7th Subcatchment in the
NW portion of the site drains overland and is conveyed by City storm drain at Hazeltine Blvd. See the Existing Drainage
Map in Appendix C.
The site is located in Minnehaha Creek Watershed District (MCWD) and therefore follows the MCWD permitting
regulations. The majority of the site drains to ditch on Hazeltine Blvd which discharges to a pond south of Lake Luc y Road.
This pond is within the hydrological boundary in MCWD but is within the jurisdictional boundary of Riley Purgatory Creek.
LIDAR TOPOGRAPHY (from MNTOPO) HYDROLOGICAL AND DISTRICT BOUNDARIES
(from MNTOPO)
50
Proposed Conditions
The proposed site modifications consist of replacing the grass sports field and the running track with a new synthetic turf
field and the running track. This is designated on both the Existing and Proposed Drainage Maps as Subcatchment 6S. This
will change the hydrologic boundary in the SE corner of the site closer to the jurisdictional boundary line due to the new
sports field drainage now being directed west. Also apart of the improvements are 2 new building additions and associated
parking.
Three new stormwater management facilities will also be constructed. The first is an underground filtration system (Pond
3A-P) under the sports field, the second/third (Pond 3B-P and Pond 7) are above ground filtration systems that will treat
roof and parking runoff. See the Proposed Drainage Map in Appendix C.
Stormwater Objectives
Based on the site size, the disturbance and the amount of increased impervious surface, the Minnehaha Creek Watershed
District requires phosphorus control, rate control, and volume control for the additional impervious surface. With the site
being predominantly D soil, filtration will be considered versus infiltration. For filtration, the required volume is for 2” of
runoff (calculation for 2” treatment in Appendix B). Total Phosphorus (at least 60%), Total Suspended Solids (at least 90%) ,
and rate control will be provided using filtration.
The size of the site is 30.7 acres, with 7.7 acres of existing impervious surfaces (7.4 acres of buildings and pavements, 0.3
acres of water). Approximately 8.2 acres will be disturbed on the site, which is less than 40% of the site (8.2/30.7=27%).
There will be an increase of approximately 2.9 acres of impervious surface with the synthetic turf, new addition and parking
improvements, the total of which is less than a 50% increase in impervious surface.
For the treatment under the field, the aggregates and sand are modeled as having 30% voids. Providing a minimum of 3ft of
sand for filtration beneath the synthetic turf, there will be 80,640 cf of filtration provided. The volume requirement is
obtained in the first foot on the sand.
The volume control requirement in the synthetic turf area will require 8,000 cf of abstraction. Fifty percent of the filtration
volume equates to an abstraction volume credit of 40,320cf, which is higher than the requirement.
Filtration Basin #3 provides the required storage for the ~70,500 SF of impervious that is routed to it, plus additional storage
that will allow ~18,400 SF of impervious in the future.
Filtration calculations are shown in Appendix B. HydroCAD calculations summaries are provided Appendix E and
demonstrate that flow rate is reduced in the 2,10, and 100 yr storm events to all 3 points of discharge. The volume in 6S is
reduced due to the reduction in area free drains offsite, but the total volume does increase due to the added impervious. The
full HydroCad calculations are provided in a separate document.
A MIDS model was completed to determine TP and TSS removal for the 3 new BMP’s. Assuming that all of the new and
disturbed ground is routed to the new BMP’s, the TSS removal is 9 5% and TP is 86%. The undisturbed ground that is
currently routed to existing BMP’s was ignored for this calculation. The MIDS summary can be found in Appendix F.
Erosion and Sediment Control
Temporary Control -A construction exit will be installed. Seeding will be used on disturbed areas to prevent erosion,
and to allow permanent stabilization of the grassy areas in the future. Inlet protection will be used at all inlets to prevent
sediment from entering into the storm sewers. Temporary soil stockpiles will have silt fence or other effective sediment
controls, and will not be placed in surface waters, including storm water conveyances such as conduits and ditches.
Stockpiles that remain on the site for more than 7 days shall be seeded, mulched, and surrounded by silt fence.
Permanent Control – Natural turf will be established for complete stabilization on all disturbed pervious areas
outside of the track and field. Synthetic turf will be placed over the aggregates within the track.
51
Appendix A: Rainfall Analysis Data
Rainfall Data
Storm Event Rainfall
(in)
1-Year 2.47
2-Year 2.84
10-Year 4.20
100-Year 7.18
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Appendix B: Water Quality Volume Calculations
NOTE: Additional volume in 3B-P allows for 18,413 SF of future impervious
53
NOTE: Additional volume in 7-P allows for 236 SF of future impervious
54
Appendix C: Drainage Maps
EXISTING DRAINAGE MAP
55
PROPOSED DRAINAGE MAP
56
Appendix D:
EXISTING VS PROPOSED SITE AREAS
57
Appendix E:
EXISTING VS PROPOSED RATE AND VOLUME SUMMARIES
58
Appendix F:
MIDS DIAGRAM AND CALCULATION SUMMARY
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MEMORANDUM
www.sr fconsulting.com
3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010
Equal Employment Opportunity/Affirmative Action Employer
SRF Project No. 20247.00
To: Paul Bourgeois, CPA
Minnetonka Independent School District 276
From: Collin Schroeder, PE
Date: February 27, 2026
Subject: Minnetonka Middle School West Site Additions and Alterations
Engineer’s Traffic Memorandum
Introduction
The Minnetonka Independent School District 276 is seeking approval from the City of Chanhassen for
a building addition and site alteration on the Minnetonka Middle School West (MMSW) property. The
intersection providing access to MMSW is located on TH 41 (Hazeltine Blvd) and currently operates as
a side-street-stop controlled intersection. The purpose of this memorandum is to document the
anticipated impacts the proposed building additions and site alterations have on the traffic operations
at the TH 41 and MMSW intersection. The existing MMSW property and its connection to TH 41 is
shown in Figure 1.
Figure 1. Existing Site
Minnetonka
Middle School
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Paul Bourgeois, CPA February 27, 2026
Minnetonka Indepenent School District 276 Page 2 of 5
Site Plan
The proposed site plan includes an 8,300 square-foot science lab addition on the northwest side of
the existing building and a 14,500 square-foot gymnasium and stage addition on the far east side of
the existing building. The gymnasium and stage addition will provide bleacher seating for school
performances with a capacity of 750 seats. The proposed building additions are shaded in grey in
Figure 2.
Figure 2. Proposed Building Additions
As part of the site modifications, alterations are also being proposed to the parking lot and circulation
for parent drop-off and pick-up before and after school. The alterations to the parking lot and
circulation result in an additional four parking spaces and an additional 33 feet for vehicle storage in
the circulation loop. To accommodate the parking lot and circulation alterations, the track loop and
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Paul Bourgeois, CPA February 27, 2026
Minnetonka Indepenent School District 276 Page 3 of 5
field are being rotated and relocated east of the school parking lot. The proposed site alterations are
shaded in grey in Figure 3 and differences in the parking lot circulation are shown in Figure 4.
Figure 3. Proposed Site Alternations
Figure 4. Parking Lot Circulation
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Paul Bourgeois, CPA February 27, 2026
Minnetonka Indepenent School District 276 Page 4 of 5
The purpose of the additions and alterations are to expand the school’s curriculum opportunities.
There will be no additions to school enrollment or staff associated with the proposed site additions
and alterations. There are also no additional events associated with the site modifications beyond the
typical, existing events hosted at the school.
Traffic Analysis
The TH 41 and MMSW intersection has been evaluated through previous projects with the data,
analysis methodology, and results documented in Intersection Control Evaluation (ICE) Reports. For
the purposes of this analysis, results from the previous projects will be referenced to identify the
anticipated impacts the site modifications have on the traffic operations at the TH 41 and MMSW
intersection.
As mentioned previously, the site additions and alterations will not result in additional school
enrollment or staff. Therefore, there will be no adjustments or additions to the traffic volumes used to
evaluate the operations at the intersection as part of the previous analysis.
Intersection Control Alternatives
The previous analysis identified three reasonable intersection control alternatives at the TH 41 and
MMSW intersection:
1. Side-Street Stop Control
2. Traffic Signal Control
3. Single-Lane Roundabout Control
The existing intersection operates as side-street stop control. The traffic signal control was identified
as a suitable temporary intersection control alternative to better accommodate traffic through the
intersection during the TH 5 construction, which is planned to begin in April 2026. The traffic signal is
planned to be a temporary intersection control solution and will be removed upon the completion of
the TH 5 construction. The single-lane roundabout was identified as the recommended long-term
intersection control alternative.
Operations
Traffic operations analysis identifies a Level-of-Service (LOS) which indicates how well an intersection
is operating based on average delay per vehicle. Delay is calculated based on procedures outlined in
the Highway Capacity Manual (HCM). Intersections are given a ranking from LOS A to LOS F. LOS A
indicates the best traffic operation and LOS F indicates the intersection is over capacity. The three
alternatives have been evaluated using year 2045 forecasted traffic volumes for the school’s morning
and afternoon peak hours. Results from the year 2045 traffic analysis for each of the control alternatives
are shown in Table 1.
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Paul Bourgeois, CPA February 27, 2026
Minnetonka Indepenent School District 276 Page 5 of 5
Table 1. Traffic Operations Analysis
Alternative
AM Peak Hour PM Peak Hour
Delay
(sec/veh) LOS Delay
(sec/veh) LOS
Side-Street Stop Control1 28 / > 2 min D / F 76 / > 5 min F / F
Traffic Signal Control1 11 / 54 B / D 16 / 37 B / D
Single-Lane Roundabout Control2 12 / 14 B / B 18 / 24 B / C
Note: overall intersection results are followed by the worst-approach results.
1. Results are reported from Synchro/SimTraffic.
2. Results are reported from RODEL.
Conclusions
Based on a review of the site plans, the additions and alterations are not anticipated to impact the
traffic operations at the TH 41 and MMSW intersection. There is not anticipated to be additional traffic
entering and exiting the school because there is no additional student enrollment or staff employment
associated with the site plan.
Based on a review of the previous traffic analysis, the side-street stop control alternative is anticipated
to be over capacity in the forecast year 2045. Both the traffic signal and single-lane roundabout control
alternatives improve operations. The single-lane roundabout results in the largest reduction in vehicle
delays for traffic exiting the school, providing more opportunities for vehicles to make their desired
movement.
MMSW Site Modification_Traffic Memo.docx
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1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE: Application of Minnetonka Independent School District 276 – Planning Case No. 2026-
04, Minnetonka Middle School West Addition, for a site plan review.
On March 17, 2026, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of Minnetonka Independent School District 276 for a public
middle school addition.
The Planning Commission conducted a public hearing on the proposed development, preceded
by a published and mailed notice. The Planning Commission heard testimony from all interested
persons wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Office & Institutional (OI).
2. The property is guided in the Land Use Plan for Public and Semi-Public Uses.
3. The legal description of the property is described in Exhibit A.
SITE PLAN REVIEW FINDINGS
1. The Applicant has requested approval of the site plan dated February 13, 2026, prepared by
ATSR and VAA Consultants.
2. The zoning ordinance directs the City to consider nine possible adverse effects of the
proposed site plan. The nine effects and our findings regarding them are:
a) Is consistent with the elements and objectives of the city's development guides,
including the comprehensive plan, official road mapping, and other plans that may be
adopted.
Finding: The site plan is consistent with the 2040 Comprehensive plans and other
relevant development guides.
b) Is consistent with the site plan review requirements.
Finding: The site plan is consistent with the site plan review requirements.
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2
c) Preserves the site in its natural state to the extent practicable by minimizing tree and
soil removal and designing grade changes to be in keeping with the general
appearance of the neighboring developed or developing or developing areas.
Finding: The proposed design minimizes tree removals and grading to keep with the
appearance of surrounding areas.
d) Creation of a harmonious relationship of buildings and open spaces with natural site
features and with existing and future buildings having a visual relationship to the
development.
Finding: The proposed design creates a harmonious relationship between the existing
building, the proposed additions, the outdoor recreational area, and the natural
areas.
e) Creates a functional and harmonious design for structures and site features, with
special attention to the following:
i. An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
ii. The amount and location of open space and landscaping;
iii. Materials, textures, colors and details of construction as an expression of the
design concept and the compatibility of the same with adjacent and neighboring
structures and uses; and
iv. Vehicular and pedestrian circulation, including walkways, interior drives and
parking in terms of location and number of access points to the public streets,
width of interior drives and access points, general interior circulation, separation
of pedestrian and vehicular traffic and arrangement and amount of parking.
Finding: The proposed site plan does create an internal sense of order for the
buildings and uses on the site through the balance of landscaping, material
applications, and improved circulation for pedestrians and vehicles.
f) Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The site plan as proposed does protect adjacent and neighboring properties
for surface water drainage, sound and sight buffers, preservation of views, light and
air that could have substantial effects on neighboring land uses.
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3
g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and
standards of the HC districts.
Finding: The proposed site plan is not within the Highway Corridor District.
h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent
and standards of the BCO district.
Finding: The proposed site plan is not within the Bluff Creek Overlay District.
i) Maintain an acceptable road system level of service.
Finding: The proposed site plan maintains an acceptable road system level of service. The
proposed site additions and alterations will not result in additional school enrollment
or staff or increase traffic volumes.
Approval of this site plan is contingent upon the conditions listed in the staff report #26-04
dated March 11, 2026, prepared by Rachel Jeske et al.
3. The planning report #2026-04 dated March 11, 2026, prepared by Rachel Jeske et al, is
incorporated herein.
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4
RECOMMENDATION AND ACTION
The Planning Commission recommends approval of the proposed Site Plan for the proposed
addition to Minnetonka Middle School West to the City Council.
ADOPTED by the Chanhassen Planning Commission this 17th day of March, 2026.
CHANHASSEN PLANNING COMMISSION
BY:___________________________________
Eric Noyes, Chair
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5
Exhibit A
The Southwest Quarter (SW ¼) of the Northwest Quarter (NW ¼) 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 deed recorded 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 of Deeds 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 in the office of 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 the
Register 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 the Register of
Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32.
69
PH (952) 227-1100 • ChanhassenMN.gov
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317
Application: Site Plan Approval (Planning Case #2026-04)
Staff Report Date: March 11, 2026
Drafted By: Rachel Jeske, Planner
Eric Maass, Community Development Director
Mackenze Grunig, Project Engineer
Joe Seidl, Water Resources Engineer
Jamie Marsh, Environmental Resource Specialist
Planning Commission Review Date: March 17, 2026
City Council Review Date: April 13, 2026
SUMMARY OF REQUEST: The Applicant is requesting site plan approval for building
additions and site alterations to Minnetonka Middle School West.
LOCATION: 6421 Hazeltine Blvd
PID: 25.0033000
APPLICANT/PROPERTY
OWNER:
Minnetonka Independent
School District 276
PRESENT ZONING: Office & Institutional (OI)
2040 LAND USE PLAN: Public/Semi Public
ACREAGE: 30.54
DENSITY: N/A
PROPOSED MOTION:
“The Chanhassen Planning Commission recommends approval of the requested site plan for building
additions and site alterations to Minnetonka Middle School West subject to the conditions listed in
the staff report and adopts the attached Findings of Fact and Recommendation.”
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LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The city’s discretion in approving or denying a site plan is limited to whether or not the
proposed project complies with zoning ordinance requirements. If it meets these standards,
the city must then approve the site plan. This is a quasi-judicial decision.
COMMUNITY ENGAGEMENT
A public open house was held at the Minnetonka Middle School West on March 3, 2026, for
residents to ask questions about the project and provide feedback.
Notice of the public hearing at the Planning Commission was mailed to all property owners
within 500 feet.
APPLICABLE REGULATIONS
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article XXI, “OI” Office and Institutional District
Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-
Institutional Developments
SITE PLAN REVIEW
Proposal
The Applicant is requesting approval for the construction of building additions and site
alterations for Minnetonka Middle School West. The additions will include the addition of
four new science labs on the northwest corner of the building and a new gymna sium on the
east side of the building. Additional site improvements include the construction and
reorientation of the outdoor track and athletic field and the rerouting of the drop -off and
pick-up queue. A site plan review is required for building expansio ns that increase the gross
building floor area by 10% or more.
Compliance Table
Ordinance Requirements Subject Site
Lot
Area 15,000 square feet 1,338,842 square feet
Lot Coverage 65% 45.7%
Building Height
Principal 2 stories/35 feet 2 stories/~33 feet
Building Setbacks – Classroom Addition
Front yard 35 feet 35.75 feet
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Building Setbacks – Gymnasium Addition
Rear yard 30 feet ~615 feet
Side yard (South) 15 feet ~211 feet
Accessory Structure Setback (Track)
Rear yard 30 feet ~45 feet
Side yard (South) 15 feet 40 feet
Parking Setback
Rear Yard 50 feet ~566 feet
Side yard (South) 50 feet 29 feet*
* Parking layout must be modified so that parking spaces maintain their existing setback. The
existing parking setback is approximately 48 feet.
Parking
City Code Section 20-1124(b)(21) requires that junior high schools provide “four parking spaces
for each classroom or office room plus one space for each 150 square feet of seating area
including aisles, in any auditorium or gymnasium or cafeteria intended to be used as an
auditorium.”
The site currently has 203 daily parking spaces and 131 additional event parking spaces: a total
of 340 existing parking spaces. With the proposed addition, the site will have 80
classrooms/offices and 6,334 square feet of auditorium seating area. Based on the relevant
parking requirements, the number of classrooms/offices requires 320 parking spaces, and the
proposed auditorium seating area requires 42 parking spaces – for a total of 362 parking
spaces.
The applicant is currently proposing to add two additional parking spaces: a total of 342 parking
spaces. Based on this, staff find that the site plan must be adjusted to add total of 20 additional
parking spaces, or a proof of parking plan must be provided, and a proof of parking agreement
must be approved by the City Council.
The proposed development also reroutes the drop-off and pick-up queueing area and adds 33
linear feet of new queueing space.
Loading, Mechanical, and Refuse Areas
City Code Section 20-1071, within the Design Standards for Commercial, Industrial, and Office-
Institutional Development, requires that mechanical equipment, refuse areas, loading docks,
and other site elements that tend to be unsightly must be screened fro m public view.
Screening shall be accomplished through the use of walls, fencing, dense plantings or any
combination which is equally effective in the winter as in the summer.
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The proposed plans do not show the required screening for mechanical equipment. Screening
of all proposed rooftop mechanical equipment must be shown on plans prior to the issuance of
a building permit.
Lighting
A photometric plan and light fixture specification sheets were provided with the plan set
for the proposed detached light fixtures. All light fixtures show a cutoff angle equal to or
less than 90 degrees and do not exceed 30 feet in height. The photometric plan shows that
the light levels do not exceed one-half-foot candle at the property lines.
An updated photometric plan and specification sheets must be provided for any light
fixtures proposed to be attached to the exterior of the building additions.
Signage
Signage for the property shall comply with the signage regulations in City Code Section 20-1302
and all other applicable regulations to the site. Sign permits will be required to be applied for
and reviewed at the time of building permit review.
LANDSCAPING & TREE PRESERVATION
The applicant for the Minnetonka Middle School West addition has submitted tree canopy
coverage and preservation calculations. The submitted plans show that the proposed tree
canopy exceeds the minimum requirements in city code.
Total upland area (excl wetlands, bluff): 30.54 acres
Baseline Canopy Coverage: 4.38 acres
Minimum Canopy Coverage Required: 3.05 acres or 10%
Proposed Tree Preservation: 4.01 acres or 13%
Canopy Coverage and Tree Replacements:
The applicant has submitted a landscape plan showing a total of 12 new trees and 66 new
shrubs to be planted. Additionally, the applicant is proposing to spade transplant 21 existing
trees to new locations on the site.
All plantings must meet city diversity requirements. No more than 30% of the trees can be
from one family, no more than 20% from the same genus, and no more than 10% of the
same species.
As shown above, the site meets minimum canopy coverage requirements. The Heritage Tree
Ordinance amendment was adopted on February 9, 2026, which may potentially impact the
number of replacements required for the site plan. The applicant has submitted a landscape plan
showing a total of 12 trees (29.25” dbh) to be planted on site which may or may not be sufficient.
Additional tree replacements may be required if it’s found that Heritage Trees are being removed
73
as part of this project.
Vehicular Use Area Requirements
City code section 20-1181 provides regulations for vehicular use area landscaping requirements.
Publicly owned and operated parking lots used for long duration parking may be exempt from
these requirements when there is a demonstrated concern regarding security or safety. The
school parking lot is proposed to be modified, but not fully reconstructed. As a result, additional
vehicular use landscaping requirements are not required to be implemented.
Buffer Yard Requirements
Buffer yard planting requirements as defined in City Code Chapter 20 -1176, are required
between the site, adjacent developments, and HWY 41. The North and West buffer yards must
be included in the site plan. Buffer yard calculations are listed below.
Required
plantings/landscape area
Proposed Plantings
Buffer yard A – North Prop. Line – 601’
Buffer Yard Depth: 30’
5 Overstory trees
10 Understory trees
14 Shrubs
Buffer yard B – East Prop. Line – 1,144.5‘
Buffer Yard Depth: 30‘
9 Overstory Trees
18 Understory trees
27 Shrubs
Existing vegetation
meets requirements on
South buffer yard.
Buffer yard B – South Prop. Line – 783’
Buffer Yard Depth: 25’
9 Overstory Trees
19 Understory trees
28 Shrubs
Buffer yard B – West Prop. Line - 905’
Buffer Yard Depth: 30’+
7 Overstory Trees
14 Understory trees
21 Shrubs
If, through construction, existing buffer plantings are killed, additional plantings will be
required in order to maintain compliance with city code.
BUILDING ARCHITECTURAL REVIEW
Required architectural standards
The proposal must comply with the architectural standards established in City Code Chapter
20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-
Institutional Developments.
Architectural Style
The City Code states that architectural style shall not be restricted and that the evaluation
of the appearance of a project shall be based on the quality of its design and in relationship
74
to its surroundings, guided by the provisions of City Code. Site characteristics to be
evaluated for this purpose include building and landscaping, colors, textures, shapes,
massing and rhythms of building components and detail, height of roof line, setbacks, and
orientation. Designs that are incompatible with their surroundings or intentionally bizarre
or exotic are not acceptable.
Monotony of design, both within projects and between any project and its surroundings, is
prohibited. Variation in detail, form, and siting shall provide visual interest. Site
characteristics that may be used for this purpose include building and plant mat erials,
sizes, colors, textures, shapes, massing, rhythms of building components and details,
height, roofline, and setback.
Accent material may occupy up to 15 percent of the building's facade. These may include
metal, glass block, spandrel glass or similar materials approved by the city. The use of any
plain concrete panels, sheet metal panels, or EFIS shall only be used when specifically
permitted by the city in areas with limited public view or as accent materials.
Massing and Placement
The City Code states that all buildings shall be located as close as possible to the principal
building setback line and the majority of parking shall be to the rear or side of the building or
screened area.
The developable area of the subject site is highly constrained by the location of the existing
building, parking lots, and fields as well as the required building setbacks. The proposed
classroom addition to the northwest side of the school meets the intent of city code, as it would
bring more of the building up to the front building setback line. The gymnasium is proposed to
be added to the east of the cafeteria as it causes minimal modifications to the existing
conditions of the site, and it is logical to the internal layout of the school.
The impacts of the eastern addition on the site requires the applicant to optimize the parking
and queueing areas as well as the outdoor recreation space. These modifications increase the
sense of order within the site and will lead to more efficient circu lation.
Elevations – Classroom Addition
75
North Elevation South Elevation
West Elevation
Elevations – Gymnasium Addition
South Elevation
East Elevation
North Elevation
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West Elevation
Rendering
Materials and Color
Science Lab Addition – This addition features majority red and white face brick with metal
accent panels.
Gymnasium Addition – This addition features majority precast concrete panels with brick and
sandblasted finishes. Metal panels and tan and white face brick are all used as accent materials.
The proposed materials and colors are harmonious with the existing building. The proposed
materials meet the intent of the design standards for office and institutional buildings.
77
Architectural Interest – Classroom Addition
The classroom addition mimics the surrounding architecture of the existing building. The
proposed materials are horizontally divided with a base of tan face brick under a band of
white face brick and a metal building cap. This addition includes many window s that
provide sufficient façade transparency.
Architectural Interest – Gymnasium Addition
The gymnasium addition displays a horizontal division of materials between the first and
second stories. This division of materials and the strategy of using darker materials closer to the
ground helps to minimize the impact of the addition. This addition also includes metal accent
panels that provide visual interest and break up the wall massing.
ENGINEERING & WATER RESOURCES REVIEW
Overview
The applicant is requesting a site plan review for facility improvements at the property located
at 6421 Hazeltine Boulevard. The proposal includes improvements to the site consisting of
building additions, a turf athletic field, pavement construction, and new stormwater
management features. Plans dated February 13, 2026, and a stormwater report dated February
27, 2026, both prepared by VAA, were reviewed by staff.
Access
The project site is located in the north central portion of Chanhassen. The Minnesota
Department of Transportation owns and maintains Hazeltine Boulevard (State Highway 41).
Work proposed within, adjacent to, or accessing the project site from this public right -of-way
will likely require a permit from the Minnesota Department of Transportation. The applicant
shall coordinate with all applicable agencies to confirm permitting requirements. Proof that all
required permits have been obtained shall be submitted prior to the issuance of buil ding
permits.
Grading & Drainage
The site consists of a single parcel that currently contains a building, bituminous pavement, and
sports facilities, with the remaining areas maintained as open grass. Under existing conditions,
the northern portion of the site drains west toward a storm s ewer located at the northwest
corner of the property within Hazeltine Boulevard. This storm sewer flows north along
Hazeltine Boulevard and ultimately outlets to a wetland located west of the project site. Most
of the southern portion of the site drains to a drainage ditch located at the southwest corner of
the property within Hazeltine Boulevard, which conveys runoff to a wetland located just south
of the project site. An existing treatment basin is also located at the southwest corner of the
site and discharges to this drainage ditch. A small portion of the southeast corner of the
property currently drains south offsite.
Under proposed conditions, the site will be mass graded to accommodate building expansion,
pavement, and a turf athletic field. Overall drainage patterns will remain generally consistent
78
with existing conditions. Three filtration basin Best Management Practices (BMPs) are proposed
to treat runoff from the new impervious surfaces. Stormwater from the western building
addition will be collected by roof drains and conveyed to a filtration basin located in the west-
central portion of the property. This basin will discharge to the existing drainage ditch along
Hazeltine Boulevard. Stormwater from the southern building addition will also be collected by
roof drains and conveyed to a second filtration basin located in the south-central portion of the
site. This basin will discharge through an existing basin at the southwest corner of the property
before ultimately draining to the ditch along Hazeltine Boulevard. Additional runoff from
adjacent greenspace will enter this basin via sheet flow. The proposed turf athletic field will
function as a third filtration basin. Runoff from the field surface will be collected within the field
system and conveyed to the second filtration basin. Collectively, the proposed filtration basins
are intended to provide treatment for new impervious surfaces and to meet applicable
discharge rate requirements.
Erosion Control
The proposed development will exceed one (1) acre of disturbance and will, therefore, be
subject to the General Permit Authorization to Discharge Stormwater Associated with
Construction Activity Under the National Pollution Discharge Elimination/State Disp osal System
(NPDES Construction Permit). All erosion control shall be installed and inspected by city staff
prior to initiation of site grading activities. The applicant has submitted an erosion control plan
and a Storm Water Pollution Prevention Plan (SWPPP). No earth disturbing activities may occur
until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent
with the NPDES Construction Permit and shall contain all required elements of the permit. The
SWPPP will need to be updated as the plans are finalized when the contractor and their sub -
contractors are identified and as other conditions change. An approved SWPPP shall be
submitted prior to issuing building permits. All erosion control shall be installed and inspected
prior to initiation of site grading activities.
Environmental Protection Districts
• Wetland Protection – No wetlands on site.
• Bluff Protection – No natural bluffs on site.
• Shoreland Management – Not within a shoreland management district
• Floodplain Overlay – Not within a floodplain overlay district.
Stormwater Management
Article VII, Chapter 19 of the City Code establishes the required stormwater management
development standards. Section 19-141 states that these standards must be reflected in plans
prepared by developers and project proposers in the design and layout of site plans,
subdivisions, and water management features. The standards require abstraction of runoff and
water quality treatment sufficient to achieve removal of 90 percent total suspended solids (TSS)
and 60 percent total phosphorus (TP).
The proposed project is located within the jurisdiction of the Minnehaha Creek Watershed
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District and is therefore subject to its rules and regulations. A small portion of the site in the
southeast corner falls within the hydrologic boundary of the Riley Purgatory Bluff Creek
Watershed District; however, the entire site lies within the political boundary of the Minnehaha
Creek Watershed District. A permit from the watershed district will be required prior to the
issuance of building permits. A Stormwater Management Report has been submitted for review
to verify compliance with all applicable stormwater management requirements, including rate
control, volume abstraction, and water quality treatment. All review comments from both the
City and the watershed district must be addressed prior to project approval.
The proposed design includes three filtration basins to meet stormwater management
requirements. Two of the basins are surface filtration basins, while the third consists of sand
filtration section located beneath the turf athletic field. Surface runoff as sociated with the
proposed filtration basins was evaluated as part of this analysis. However, discrepancies were
identified between the TP and TSS modeling, hydraulic modeling, and the project plans. Due to
these inconsistencies, compliance with removal standards cannot be confirmed at this time.
The applicant also submitted calculations and supporting narrative indicating the proposed
drainage design will not adversely impact adjacent properties. Despite this, minor discrepancies
were found between the Stormwater Management Report, HydroCAD and MIDS models, report
appendices, and the project plans. As a result, compliance with rate control requirements
cannot be verified. Discrepancies include storage surface area and volumes, impervious area
within drainage areas and routed to BMPs, surface soil conditions, discharge rates, and HWLs.
Additionally, potential offsite drainage to the east should be analyzed, as no offsite drainage is
currently included in the modeling. As part of the final site plan review and agreement, the
applicant shall submit final versions of the stormwater modeling (HydroCAD and MIDS) and an
updated Stormwater Management Report that addresses all outstanding comments and
confirms compliance with rate control, volume abstraction, and water quality standards.
Stormwater discharged from the site is routed directly to right-of-way areas owned by the
Minnesota Department of Transportation. As a result, permits will likely be required from this
agency to verify that stormwater requirements are met and that the prop osed design will not
adversely impact downstream systems. The applicant shall provide proof of all required permits
prior to issuance of building permits.
All stormwater infrastructure on the site will be privately owned and maintained. The applicant
shall prepare an Operation and Maintenance (O&M) Plan for the private stormwater
infrastructure onsite. Maintenance of private stormwater systems is required in perpetuity. The
O&M Plan must be approved by the Water Resources Engineer, or their designee, and recorded
against the benefiting property. The stormwater O&M agreement shall be recorded prior to the
issuance of building permits.
SITE PLAN FINDINGS
In evaluating a site plan and building plan, the city shall consider nine possible adverse effects
80
of the proposed site plan. The nine effects and our findings regarding them are:
a) Consistency with the elements and objectives of the city's development guides,
including the Comprehensive Plan, official road mapping, and other plans that may be
adopted;
Finding: The site plan is consistent with the 2040 Comprehensive plans and other
relevant development guides.
b) Consistency with the site plan review requirements;
Finding: The site plan is consistent with the site plan review requirements.
c) Preservation of the site in its natural state to the extent practicable by minimizing tree
and soil removal and designing grade changes to be in keeping with the general appearance
of the neighboring developed or developing areas;
Finding: The proposed design minimizes tree removals and grading to keep with the
appearance of surrounding areas.
d) Creation of a harmonious relationship of building and open space with natural site
features and with existing and future buildings having a visual relationship to the
development;
Finding: The proposed design creates a harmonious relationship between the existing
building, the proposed additions, the outdoor recreational area, and the natural areas.
e) Creation of functional and harmonious design for structures and site features, with
special attention to the following:
i. An internal sense of order for the buildings and use on the site and
provision of a desirable environment for occupants, visitors and general
community;
ii. The amount and location of open space and landscaping;
iii. Materials, textures, colors and details of construction as an expression of the
design concept and the compatibility of the same with adjacent and neighboring
structures and uses; and
iv. Vehicular and pedestrian circulation, including walkways, interior drives and
parking in terms of location and number of access points to the public streets,
width of interior drives and access points, general interior circulation, separation
of pedestrian and vehicular traffic and arrangement and amount of parking.
Finding: The proposed site plan does create an internal sense of order for the buildings
and uses on the site through the balance of landscaping, material applications, and
improved circulation for pedestrians and vehicles.
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f) Protection of adjacent and neighboring properties through reasonable provision for
surface water drainage, sound and sight buffers, preservation of views, light and air and
those aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The site plan as proposed does protect adjacent and neighboring properties for
surface water drainage, sound and sight buffers, preservation of views, light and air
that could have substantial effects on neighboring land uses.
g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and
standards of the HC districts.
Finding: The proposed site plan is not within the Highway Corridor District.
h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent and
standards of the BCO district.
Finding: The proposed site plan is not within the Bluff Creek Overlay District.
i) Maintain an acceptable road system level of service.
Finding: The proposed site plan maintains an acceptable road system level of service.
The proposed site additions and alterations will not result in additional school
enrollment or staff or increase traffic volumes.
RECOMMENDATION
Staff recommend the approval of the site plan and the adoption of the findings of fact and
recommendation subject to the conditions listed in the staff report.
APPLICATION REVIEW COMMENTS
PLANNING:
1. An updated photometric plan and specification sheets must be provided for any light
fixtures proposed to be attached to the exterior of the building additions.
2. Existing parking counts must be verified and updated in the plan set.
3. Plans must be updated to show 20 additional parking spaces, or a proof of parking plan
must be provided and a proof of parking agreement must be approved by the City
Council prior to building permit issuance.
4. Parking layout must be modified so that parking spaces do not encroach farther into the
southern side yard parking setback than the existing parking area.
5. Screening of rooftop mechanical equipment must be shown on plans prior to the
issuance of a building permit.
FORESTRY:
1. Final landscaping plans must be approved by the city’s environmental resource
82
specialist.
2. All plantings must meet city diversity requirements. No more than 30% of the trees can
be from one family, no more than 20% from the same genus, and no more than 10% of
the same species.
3. City code section 18-61(d)(2) states that a tree survey shall include the species, DHB
size, condition identified as poor, fair, or good, and location of all trees over five inches
in diameter and any damaged or diseased tree. As submitted, the tree invent ory only
provides species and DBH inches but omits the current tree condition. City staff will not
require the current condition of all trees noted in the inventory, but requests that the
existing tree condition be provided for any existing trees that will not be removed, but
which are adjacent to planned tree removals or other construction activity.
4. Applicant must include location of the tree preservation fencing on the plan set. Tree
preservation fencing shall be installed around existing trees to be saved prior to any
construction activities and remain installed until completion.
5. All trees must be planted on private property outside of the city’s right -of-way.
6. If, through construction, existing buffer plantings are killed, additional plantings will be
required in order to maintain compliance with City Code Section 20-1176.
7. The existing tree survey shall be updated to show which trees are marked for
preservation and which trees are marked for removal.
8. There is a note on the plans dated February 13, 2026 that evergreens were not included
in canopy coverage calculations, please update the canopy coverage calculations to
include evergreens.
9. Current buffer yard calculations do not include the buffer yard multiplier which
decreases the required number of trees and shrubs if there is a wider buffer. Applicant
should reach out to city staff for feedback specific to each buffer yard.
10. The Heritage Shade Tree Ordinance was passed on February 9, 2026 which includes
tree replacement requirements for healthy mature trees of certain species over 25”
dbh. Tree replacement requirements will be determined once tree survey is updated
noting the tree removals.
11. If trees marked for removal fall under the city’s definition of a Heritage Tree, there will
be additional replacement requirements.
12. City staff recommends the following amendments be made to the site landscape plan
general notes listed on pages: L2.0, L2.1, L2.2, L2.3:
a. It is recommended that mulch depth does not exceed 4”
b. It is not recommended to only use soil amendments in planting holes as this
creates a “pot” for the roots and they typically struggle to spread into the
surrounding native soil. Backfilling with native soil is recommended.
c. It is recommended that the mulch be pulled away about 3” from the base of
the tree as to not be in contact with the tree.
ENGINEERING & WATER RESOURCES:
1. The applicant and their design Engineer shall work with City staff in amending the
plans, dated February 13, 2026, prepared by VAA, to fully satisfy plan comments and
83
concerns. Final construction plans will be subject to review and approval by staff.
2. The applicant shall confirm filtration treatment volume provided onsite and verify that
all stormwater design aspects match as modeled in HydroCAD and MIDS, presented in
the stormwater management report body and appendices, and shown on the plans.
Items found with discrepancies included storage surface area and volumes,
impervious within drainage area, surface soil conditions, and resulting discharge rates.
The applicant shall also analyze and confirm offsite drainage boundaries that lead to
the site. The applicant shall submit verification that rate control requirements are met
prior to issuance of building permits.
3. The applicant shall provide explanation of treatment methods utilized in MIDS
modeling or revise the model parameters to align with site conditions and verify
compliance with water quality requirements prior to issuance of building permits.
4. Soil testing shall be required during construction to confirm underlying soil conditions
are present at the basin locations, since initial soil borings are not located within
basin footprints.
5. It is the applicant’s responsibility to ensure that permits are received from all other
applicable agencies with jurisdiction over the project (i.e. Army Corps of Engineers,
DNR, MnDOT, Carver County, MCWD Watershed District, Board of Water and Soil
Resources, MDH, MPCA, etc.). The applicant shall submit verification that all
applicable permits have been secured prior to the issuance of building permits.
6. The applicant shall provide final versions of hydrologic and hydraulic (H&H) and water
quality modelling with the building permit submittal.
7. The applicant shall develop a maintenance plan for the onsite stormwater system. A n
operations and maintenance agreement shall be recorded prior to the issuance of
building permits.
8. The applicant shall provide storm sewer drainage maps and storm sewer sizing
calculations to satisfy final plan comments and concerns.
BUILDING:
1. A building permit must be obtained before beginning any construction.
2. Building plans must be prepared and signed by design professionals licensed in the
State of Minnesota and plans must be submitted to the State of Minnesota for plan
review, state approved plans must be submitted with building permit application.
3. The building is required to have automatic fire extinguishing systems.
84
CITY OF CHANIIASSEN
,\t.F ll).{\'t'l oF Nt.\il.tN(; No't'tct.
STATE OF MINNESOTA)
) ss.
COUNTYOFCARVER )
I, Jenny Potter, being first duly swom, on oath deposes that she is and was on
March 5, 2026, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice Consider a request for
site plan approval for building additions and site alterations at Minnetonka Middle School
West. Applicant: Minnetonka Independent School District 276, to the persons named on
atlached Exhibit "A", by mailing the notice on a postcard addressed to such owner, and
depositing the postcards addressed to all such owners in the United States mail with postage fully
prepaid thereon; that the names and addresses ofsuch owners were those appearing as such by
the records of the County Treasurer, Carver County, Minnesota, and by other appropriate
records.
Jenny P er, City Clerk
Subscribed and swom to bcfore me
this G day of IV\a.t h .2026
AMY K. WEIDMAN
Notary Publlc-Minnesota
My Col'mbdon Elplra3 J66 3'1. 2027d^
Notary Public
85
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the user's access or
use of data provided.
«Tax_name»
«Tax_add_l1»
«Tax_add_l2»
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the user's access or
use of data provided.
«Next Record»«Tax_name»
«Tax_add_l1»
«Tax_add_l2»
Subject
Parcel
Subject
Parcel
86
NOTICE OF PUBLIC HEARING
CHANHASSEN PLANNING COMMISSION MEETING
NOTICE OF PUBLIC HEARING
CHANHASSEN PLANNING COMMISSION MEETING
Date & Time:
Tuesday, March 17, 2026 at 6:00 p.m.
This hearing may not start until later in the evening,
depending on the order of the agenda.
Location: City Hall Council Chambers, 7700 Market Blvd.
Proposal:
Consider a request for site plan approval for building
additions and site alterations at Minnetonka Middle
School West.
Applicant: Minnetonka Independent School District 276
Property
Location:
6421 Hazeltine Boulevard
A location map is on the reverse side of this notice.
What Happens at
the Meeting:
The purpose of this public hearing is to inform you
about the applicant's request and to obtain input
from the neighborhood about this project. During
the meeting, the Chair will lead the public hearing
through the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans for the project.
3. Planning Commission discusses the proposal.
4. Public hearing is opened taking comments from
the public, up to 5 minutes per person.
5. Public hearing is closed and the Planning
Commission continues discussion on the project
prior to voting on the project.
Questions &
Comments:
To view project information
before the meeting, please
visit the city’s proposed
development webpage:
www.chanhassenmn.gov/proposeddevelopments
Sign up to receive email updates about this or other projects. Go
to https://www.chanhassenmn.gov/i-want-to/subscribe
Date & Time:
Tuesday, March 17, 2026 at 6:00 p.m.
This hearing may not start until later in the evening,
depending on the order of the agenda.
Location: City Hall Council Chambers, 7700 Market Blvd.
Proposal:
Consider a request for site plan approval for building
additions and site alterations at Minnetonka Middle
School West.
Applicant: Minnetonka Independent School District 276
Property
Location:
6421 Hazeltine Boulevard
A location map is on the reverse side of this notice.
What Happens at
the Meeting:
The purpose of this public hearing is to inform you
about the applicant's request and to obtain input
from the neighborhood about this project. During
the meeting, the Chair will lead the public hearing
through the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans for the project.
3. Planning Commission discusses the proposal.
4. Public hearing is opened taking comments from
the public, up to 5 minutes per person.
5. Public hearing is closed and the Planning
Commission continues discussion on the project
prior to voting on the project.
Questions &
Comments:
To view project information
before the meeting, please
visit the city’s proposed
development webpage:
www.chanhassenmn.gov/proposeddevelopments
Sign up to receive email updates about this or other projects. Go
to https://www.chanhassenmn.gov/i-want-to/subscribe
87
Tax name Tax add l1 Tax add l2
A PENTEADO III & C PENTEADO REV TRUSTS 6739 BRENDEN CT CHANHASSEN MN 55317
AARON J ALDRICH 2070 PINEHURST DR CHANHASSEN MN 55317
ADAM CUNNINGHAM 2221 SOMMERGATE EXCELSIOR MN 55331
ADAM D WARE 6211 HUMMINGBIRD RD EXCELSIOR MN 55331
ADAM G LUKENS 2444 LAKE LUCY RD CHANHASSEN MN 55317
ALEKSEY KERBEL 2061 MELODY HILL RD EXCELSIOR MN 55331
AMANDA CARLSON 2081 MELODY HILL RD EXCELSIOR MN 55331
AMANDA LYNN SUTTER 2300 MELODY HILL RD EXCELSIOR MN 55331
AMY DIESBURG-STANWOOD 6275 CHASKA RD EXCELSIOR MN 55331
AMY SCHNEIDER 6611 CHESTNUT LN CHANHASSEN MN 55317
ANDREW GUSTAFSON 6636 BRENDEN CT CHANHASSEN MN 55317
ANGELA MARIE AMAZI DEGEL REV TR 6610 CHESTNUT LN CHANHASSEN MN 55317
ANNA C SAWYER 2101 PINEHURST DR CHANHASSEN MN 55317
ARMENAK PETROSIAN 6300 HUMMINGBIRD RD EXCELSIOR MN 55331
BENJAMIN J FETTERS 2161 PINEHURST DR CHANHASSEN MN 55317
BENJAMIN T BARTELS 6614 ALDER WAY CHANHASSEN MN 55317
BRENT MCNAMEE 6613 BRENDEN CT CHANHASSEN MN 55317
BRIAN AND JOAN SCHIMKE TR 2040 HIGHGATE CIR CHANHASSEN MN 55317
BRIAN CONNELLY 2021 EDGEWOOD CT CHANHASSEN MN 55317
BRIAN J COHEN 2060 PINEHURST DR CHANHASSEN MN 55317
BRUCE OLSON AND H HANSEN OLSON TRUST 2432 LAKE LUCY RD CHANHASSEN MN 55317
BRYAN POTTEBAUM 2231 SOMMERGATE EXCELSIOR MN 55331
CAROL JEAN GOOD 6245 CHASKA RD EXCELSIOR MN 55331
CARRIE C NORTH 2446 W 64TH ST EXCELSIOR MN 55331
CARVER COUNTY 602 4TH ST E CHASKA MN 55318
CHANHASSEN CITY PO BOX 147 CHANHASSEN MN 55317
CHARLES G GOERS SR REV TRUST 2160 MURRAY HILL CT EXCELSIOR MN 55331
CHARLES R & BEVERLY J JACKSON 2110 CRESTVIEW DR EXCELSIOR MN 55331
CHRISTOPHER J MARA 749 RED OAK DR OCONOMOWOC WI 53066
CHRISTOPHER LYLES 2150 MURRAY HILL CT EXCELSIOR MN 55331
CHRISTOPHER M JERDEE 2081 65TH ST W EXCELSIOR MN 55331
CHRISTOPHER OHLAND 6285 CHASKA RD EXCELSIOR MN 55331
88
CHRISTOPHER ROBIN CHURCH 2150 PINEHURST DR CHANHASSEN MN 55317
CINDY TELLINGHUISEN 6370 MURRAY HILL RD EXCELSIOR MN 55331
CLOVER INVESTMENTS LLC 6080 CLUB VALLEY RD EXCELSIOR MN 55331
COLIN MCLAUGHLIN 6287 CHASKA RD EXCELSIOR MN 55331
CRAIG JERDEE 6621 CHESTNUT LN CHANHASSEN MN 55317
DAMON M JOHNSON 6366 MELODY LN EXCELSIOR MN 55331
DAN V SEEMAN REV TRUST 6673 BRENDEN CT CHANHASSEN MN 55317
DANA F DEBRA A PITTMAN NICHOLSON 6500 GALPIN BLVD EXCELSIOR MN 55331
DANIEL C MCKOWN REV TRUST 2171 PINEHURST DR CHANHASSEN MN 55317
DANIEL KELLY 6361 MELODY LN EXCELSIOR MN 55331
DANIEL M PESCHEL 2220 MELODY HILL RD EXCELSIOR MN 55331
DANIEL REICH 6378 MELODY LN EXCELSIOR MN 55331
DAVID B BARICKMAN 2131 PINEHURST DR CHANHASSEN MN 55317
DAVID BRIAN ASAO 6280 HUMMINGBIRD RD EXCELSIOR MN 55331
DAVID M & JULIE A FUECKER 6751 MANCHESTER DR CHANHASSEN MN 55317
DAVID RICHARD MCFARLAND 6321 MURRAY HILL RD EXCELSIOR MN 55331
DENNIS L & SHIRLEY M PETERSON 6269 CHASKA RD EXCELSIOR MN 55331
DENNIS M & JOAN E CLARK 6651 HAZELTINE BLVD EXCELSIOR MN 55331
DEVIN A SCHERER 2461 W 64TH ST EXCELSIOR MN 55331
DON W & CHRISTINE A ANTHONY 6700 BRENDEN CT CHANHASSEN MN 55317
DONALD H DUEFFERT 2451 W 64TH ST EXCELSIOR MN 55331
DONNA SAJADY 6610 BRENDEN CT CHANHASSEN MN 55317
DREHER FAMILY WEALTH TRUST 2144 LAKE LUCY RD CHANHASSEN MN 55317
DREW TORRENCE 6454 MURRAY HILL RD EXCELSIOR MN 55331
ELIZABETH GARLAND 6490 MURRAY HILL RD EXCELSIOR MN 55331
EMILY BECKER 2050 CRESTVIEW DR EXCELSIOR MN 55331
EMILY HANCHARENKO 6231 HUMMINGBIRD RD EXCELSIOR MN 55331
EMILY KATHRYN RAGUSE 2165 MURRAY HILL CT EXCELSIOR MN 55331
ERIC AVAR 4392 LINCOLNWOOD DR CANANDAIGUA NY 14424
ERIC NELSON 2030 EDGEWOOD CT CHANHASSEN MN 55317
ERIC W & GRETCHEN G LOPER 2076 HIGHGATE CIR CHANHASSEN MN 55317
FAZEL HARIS 6260 CHASKA RD EXCELSIOR MN 55331
FRANK S REESE 6200 CHASKA RD EXCELSIOR MN 55331
89
GARRETT TRAPNELL 2280 MELODY HILL RD EXCELSIOR MN 55331
GARY A & MARIE C BRIDGE 2449 64TH ST W EXCELSIOR MN 55331
GARY A & SARA A SCHMANSKI NYBERG 6410 GALPIN BLVD EXCELSIOR MN 55331
GARY BARRETT 2020 EDGEWOOD CT CHANHASSEN MN 55317
GARY SCOTT REED 2471 64TH ST W EXCELSIOR MN 55331
GEORGE B WEBSTER III 2061 W 65TH ST EXCELSIOR MN 55331
GESTACH & PAULSON CONSTRUCTION INC 8880 WILDWOOD AVE SAINT BONIFACIUS MN 55375
GINA B SAUER REV TRUST 2244 LAKE LUCY RD CHANHASSEN MN 55317
GLENN AND SHERRY JOHNSTON JT REV TR 6263 CHASKA RD EXCELSIOR MN 55331
GRANT G LEUM REV TRUST 2210 SOMMERGATE EXCELSIOR MN 55331
GRANT JOHNSON 6250 MURRAY HILL RD EXCELSIOR MN 55331
GREGORY PHILIP IDELKOPE 2191 SOMMERGATE EXCELSIOR MN 55331
GREGORY T FISCHER 6340 HUMMINGBIRD RD EXCELSIOR MN 55331
GUANG YE 2051 HIGHGATE CIR CHANHASSEN MN 55317
HEIDI S LARKIN TRUST 2150 CRESTVIEW DR EXCELSIOR MN 55331
HPA BORROWER 2016-1 LLC PO BOX 4900 SCOTTSDALE AZ 85261
IND SCHOOL DIST 276 5621 COUNTY ROAD 101 MINNETONKA MN 55345
INGRID ANN RESCH 6474 MURRAY HILL RD EXCELSIOR MN 55331
JAMES A PEDERSON 6654 BRENDEN CT CHANHASSEN MN 55317
JAMES D HUSEBY 2170 PINEHURST DR CHANHASSEN MN 55317
JAMES R FERRIN 6444 MURRAY HILL RD EXCELSIOR MN 55331
JAMES SIMPSON 6630 CHESTNUT LN CHANHASSEN MN 55317
JAMES TABERY 2181 PINEHURST DR CHANHASSEN MN 55317
JARED MOHR 2021 HIGHGATE CIR CHANHASSEN MN 55317
JASON & TRICIA MILLS 6281 HUMMINGBIRD RD EXCELSIOR MN 55331
JASON A HEMP 2031 EDGEWOOD CT CHANHASSEN MN 55317
JASON G MOONEY 2380 LAKE LUCY RD CHANHASSEN MN 55317
JASON M ERICKSON 2160 PINEHURST DR CHANHASSEN MN 55317
JASON REYNOLDS 6390 MELODY LN EXCELSIOR MN 55331
JAY D COATTA 6729 BRENDEN CT CHANHASSEN MN 55317
JEEMIN CHUNG 2340 LAKE LUCY RD CHANHASSEN MN 55317
JEFFREY CLARKE 6750 BRENDEN CT CHANHASSEN MN 55317
JENNA BENTLEY 6699 MANCHESTER DR CHANHASSEN MN 55317
90
JEREMY SPAUDE 6671 AMBERWOOD LN CHANHASSEN MN 55317
JESSICA A BUCHERT 6709 BRENDEN CT CHANHASSEN MN 55317
JOEL D BUCKLEY 2082 65TH ST W EXCELSIOR MN 55331
JOEY ALLAN IRINA LARSON LARSON 6235 CHASKA RD EXCELSIOR MN 55331
JOHAN GRAHN 6486 MURRAY HILL RD EXCELSIOR MN 55331
JOHN J & LYNNETTE J DELUCA 6484 MURRAY HILL RD EXCELSIOR MN 55331
JOHN MARK & JANICE RAE MOBERG 6738 MANCHESTER DR CHANHASSEN MN 55317
JOHN T II AND SUSAN LEE FAVORITE 2080 65TH ST W EXCELSIOR MN 55331
JON & LAURA JO WILLIAMSCHEN 6230 MURRAY HILL RD EXCELSIOR MN 55331
JON PETERS 2050 PINEHURST DR CHANHASSEN MN 55317
JONATHAN THOMPSON 6488 MURRAY HILL RD EXCELSIOR MN 55331
JOSEPH G FISCHER REV INTERVIVOS TRUST 6251 CHASKA RD EXCELSIOR MN 55331
JOSEPH R COOK TRUST AGREEMENT 6672 BRENDEN CT CHANHASSEN MN 55317
JOSHUA BATALDEN 6724 MANCHESTER DR CHANHASSEN MN 55317
JUDITH J ASHENBACH 2041 65TH ST W EXCELSIOR MN 55331
JUSTIN L RONNING 6320 MURRAY HILL RD EXCELSIOR MN 55331
JUSTIN MILLER 2445 64TH ST W EXCELSIOR MN 55331
KAELA NICOLE HUMPHRIES 6340 MURRAY HILL RD EXCELSIOR MN 55331
KAREN M RYAN 2122 LAKE LUCY RD CHANHASSEN MN 55317
KARLA M REISCH 6200 MURRAY HILL RD EXCELSIOR MN 55331
KARTHIK PALANISAMY 6710 MANCHESTER DR CHANHASSEN MN 55317
KATARZYNA KUPINSKA 6421 ORIOLE AVE EXCELSIOR MN 55331
KATHRINE FISHER 6461 ORIOLE AVE EXCELSIOR MN 55331
KELLY EUGENE SMITH 6690 BRENDEN CT CHANHASSEN MN 55317
KEVIN DILLON ROHRER 2080 PINEHURST DR CHANHASSEN MN 55317
KIM KAMRATH 6441 ORIOLE AVE EXCELSIOR MN 55331
KRISTOPHER W THOELE 6291 HUMMINGBIRD RD EXCELSIOR MN 55331
LANCE NEVALA 6719 BRENDEN CT CHANHASSEN MN 55317
LAURA J LAMBERT LIMITED ACCESS TRUST 6300 CHASKA RD EXCELSIOR MN 55331
LESLIE A ALICE M HAUSLADEN POLTRACK 6354 MELODY LN EXCELSIOR MN 55331
LESLIE A LILLA REV TR 2151 CRESTVIEW DR EXCELSIOR MN 55331
LINDA LAMETTRY 2090 PINEHURST DR CHANHASSEN MN 55317
LINDSAY PETERSON 6240 CHASKA RD EXCELSIOR MN 55331
91
LUKE STECK 6239 CHASKA RD EXCELSIOR MN 55331
LYNN SUZANNE MILLER 6405 MELODY LN EXCELSIOR MN 55331
MADELEINE SLAMA 6221 HUMMINGBIRD RD EXCELSIOR MN 55331
MARCUS BURNS 6620 CHESTNUT LN CHANHASSEN MN 55317
MARGUERITE JEANNE AHMANN 6271 HUMMINGBIRD RD EXCELSIOR MN 55331
MARILYN JO ZUPNIK REVOCABLE TRUST 6200 HUMMINGBIRD RD EXCELSIOR MN 55331
MARISTEL S CONRY TR 6653 BRENDEN CT CHANHASSEN MN 55317
MARK A & CHRISTINE L SASS 6275 HUMMINGBIRD RD EXCELSIOR MN 55331
MARK A & MICHELE K METTERT 2028 HIGHGATE CIR CHANHASSEN MN 55317
MARK A MORGAN 2091 PINEHURST DR CHANHASSEN MN 55317
MARK G CAROLYN A SIERASKI GLODOSKI 2204 SOMMERGATE EXCELSIOR MN 55331
MARK SANKOVITCH 6624 ALDER WAY CHANHASSEN MN 55317
MATTHEW M QUINN 6604 ALDER WAY CHANHASSEN MN 55317
MATTHEW TOTIN 2071 65TH ST W EXCELSIOR MN 55331
MATTHEW VANDERPLAS 2020 W 65TH ST EXCELSIOR MN 55331
MICHAEL C TOBIN 6377 MELODY LN EXCELSIOR MN 55331
MICHAEL J KENNEDY 2090 MELODY HILL RD EXCELSIOR MN 55331
MICHAEL J REMUCAL 2061 PINEHURST DR CHANHASSEN MN 55317
MICHAEL P MCCALLY 2155 MURRAY HILL CT EXCELSIOR MN 55331
MICHAEL T BUSSE 2091 MELODY HILL RD EXCELSIOR MN 55331
MICHELE J PEZALLA TR 6618 BRENDEN CT CHANHASSEN MN 55317
MOHAMED JUHAAN JOHAR-PREISLER 6280 CHASKA RD EXCELSIOR MN 55331
MOUNT OLIVET ROLLING ACRES INC 7200 ROLLING ACRES RD VICTORIA MN 55386
NANCY JO PERKINS 2448 64TH ST W EXCELSIOR MN 55331
NARAYANAN KRISHNAMURTHY 6270 CHASKA RD EXCELSIOR MN 55331
NICOLE MARIE PHILIPPON 6231 MURRAY HILL RD EXCELSIOR MN 55331
NIKOLAI DORIS L & TRUSTEE OF TRUST PO BOX 1461 SHERWOOD OR 97140
PAMELA A SIMNING REVOCABLE TRUST 2290 MELODY HILL RD EXCELSIOR MN 55331
PAMELA S CARMAN 6260 HUMMINGBIRD RD EXCELSIOR MN 55331
PAUL MULLENBACH 2020 CRESTVIEW DR EXCELSIOR MN 55331
PAUL RIEDNER 6240 HUMMINGBIRD RD EXCELSIOR MN 55331
PAUL S TUNGSETH 2051 CRESTVIEW DR EXCELSIOR MN 55331
PAUL V KELLY 6464 MURRAY HILL RD EXCELSIOR MN 55331
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PEGGY LOU TRAGER 2080 CRESTVIEW DR EXCELSIOR MN 55331
PELZEL LIV TR 6681 AMBERWOOD LN CHANHASSEN MN 55317
RACHEL L POPKEN 2460 64TH ST W EXCELSIOR MN 55331
REALTY INCOME PROPERTIES 3 LLC 16220 N SCOTTSDALE RD STE 650 SCOTTSDALE AZ 85254
REBECCA MCKENZIE DAVIS 6257 CHASKA RD EXCELSIOR MN 55331
RICHARD D GAIL ANN PRATT BLISS PO BOX 100 EXCELSIOR MN 55331
RICHARD D MCFARLAND REV TRUST AGREEMENT 6341 MURRAY HILL RD EXCELSIOR MN 55331
RIVER PLACE INVESTMENTS LLC 1204 QUIET CREEK DR CEDAR PARK TX 78613
ROBERT A JR & BRENDA K NESS 2121 CRESTVIEW DR EXCELSIOR MN 55331
ROBERT AND LINDA PETERSON LIVING TRUST 2040 65TH ST W EXCELSIOR MN 55331
ROBERT E LEE III 16827 WILLOW LN SW PRIOR LAKE MN 55372
ROBERT SELSTROM 2141 PINEHURST DR CHANHASSEN MN 55317
ROLAND UGARTE JR 2051 PINEHURST DR CHANHASSEN MN 55317
ROLLA CARPENTER COUCHMAN 2240 SOMMERGATE EXCELSIOR MN 55331
RR EXCELSIOR WAG LLC PO BOX 1159 DEERFIELD IL 60015
RUSSELL J & LYNN F PAULY 2447 64TH ST W EXCELSIOR MN 55331
RYAN HOWARD 6653 AMBERWOOD LANE CHANHASSEN MN 55317
SAMUEL WINDSOR 2051 MELODY HILL RD EXCELSIOR MN 55331
SANDRA G LEE 6261 MURRAY HILL RD EXCELSIOR MN 55331
SCHROEDER LIV TR 2081 PINEHURST DR CHANHASSEN MN 55317
SCOTT ROOKE 6250 CHASKA RD EXCELSIOR MN 55331
SCP PE CHAN LLC 606 WASHINGTON AVE N STE 400 MINNEAPOLIS MN 55401
SERENNA LEBRON 2220 SOMMERGATE EXCELSIOR MN 55331
SHAWN MYERS 2071 MELODY HILL RD EXCELSIOR MN 55331
SIDNEY LOPEZ LEIVA 2058 HIGHGATE CIR CHANHASSEN MN 55317
SOYEMI SOYOMBO 2230 SOMMERGATE EXCELSIOR MN 55331
STANLEY J BARTON III 2350 MELODY HILL RD EXCELSIOR MN 55331
STEPHEN J LEVOIR 6393 MELODY LN EXCELSIOR MN 55331
STEVEN CARNEY 2111 PINEHURST DR CHANHASSEN MN 55317
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STEVEN S & LORI A ABBLETT 2081 CRESTVIEW DR EXCELSIOR MN 55331
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SUSANNE SCHAER 2360 LAKE LUCY RD CHANHASSEN MN 55317
SUZANNE R ROENSCH 6301 HUMMINGBIRD RD EXCELSIOR MN 55331
THE NEWHALL FAMILY TRUST 2241 SOMMERGATE EXCELSIOR MN 55331
THOMAS & MARY KUHN 6693 BRENDEN CT CHANHASSEN MN 55317
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THOMAS G & NEYSA L WINTERER 2210 MELODY HILL RD EXCELSIOR MN 55331
THOMAS J & REBECCA J HAGEN 6633 BRENDEN CT CHANHASSEN MN 55317
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TR OF WAYNE AND KELLY PETERSON 2444 W 64TH ST EXCELSIOR MN 55331
TROUVAILLE PROPERTY LLC 6600 CITY WEST PKWY STE 205 EDEN PRAIRIE MN 55344
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WILLIAM & JEANNE KRAKE LIV TR 6739 MANCHESTER DR CHANHASSEN MN 55317
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WILLIAM D HILE REVOCABLE TRUST 2181 CRESTVIEW DR EXCELSIOR MN 55331
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WILLIAM R GUPTAIL 2180 PINEHURST DR CHANHASSEN MN 55317
YANIRA E BHATIA 2041 EDGEWOOD CT CHANHASSEN MN 55317
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Planning Commission Item
March 17, 2026
Item Approve Planning Commission Meeting Minutes dated March 3, 2026
File No.Item No: D.1
Agenda Section APPROVAL OF MINUTES
Prepared By Amy Weidman, Senior Admin Support Specialist
Applicant
Present Zoning
Land Use
Acerage
Density
Applicable
Regulations
SUGGESTED ACTION
"The Chanhassen Planning Commission approves its March 3, 2026 meeting minutes."
SUMMARY
BACKGROUND
DISCUSSION
RECOMMENDATION
95
"The Chanhassen Planning Commission approves its March 3, 2026 meeting minutes."
ATTACHMENTS
Planning Commission Meeting Minutes dated March 3, 2026
96
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
MINUTES
MARCH 3, 2026
CALL TO ORDER:
Chair Noyes called the meeting to order at 6:00 p.m.
MEMBERS PRESENT: Chair Eric Noyes, Vice Chair Steve Jobe, Jeremy Rosengren, Ryan
Soller, Mike Olmstead, Dave Grover, and Katie Trevena.
MEMBERS ABSENT: None.
STAFF PRESENT: Rachel Jeske, Planner; Eric Maass, Planning Director.
PUBLIC PRESENT:
Vernelle Clayton 422 Santa Fe Circle
Cole Buttenhoff Outdoor Storage
Jack Buttenhoff Outdoor Storage
Gregg Geiger 3603 Red Cedar Point
Maria Knight 3605 Red Cedar Point
Phil Johnson Outdoor Storage
PUBLIC HEARINGS:
1. 3603 Red Cedar Point Front Setback Variance Request
Planner Rachel Jeske reviewed the front setback variance request for 3603 Red Cedar Point. She
summarized the location and noted that it was residential, single-family, and low-density
residential. The lot was 0.71 acres and was bisected by a driveway easement. She reviewed the
lot line adjustment, which would make the proposed setback 7 feet and five inches. She noted
that the lot line adjustment was required to solve a court-ordered dispute. She noted that the
variance met all of the necessary criteria.
Chair Noyes stated that the variance request seemed straightforward since it was tied to a court
order.
Chair Noyes opened the public hearing. There were no public comments.
Chair Noyes closed the public hearing.
Commissioner Jobe moved, Commissioner Olmstead seconded that the Chanhassen
Planning Commission, acting as the Board of Appeals and Adjustments approves the
requested front yard setback and adopts the attached Findings of Facts and Decisions. All
voted in favor, and the motion carried unanimously with a vote of 7 to 0.
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2. Consider a Conditional Use Permit Request for Screened Outdoor Storage at 2100
Stoughton Avenue
Community Development Director Eric Maass reviewed the conditional use permit request for
screened outdoor storage at 2100 Stoughton Avenue. He noted that the city’s discretion in
approving or denying a conditional use permit was based on whether or not the proposal met the
conditional use permit standards. He stated that the property was zoned industrial office park and
was just over 21 acres at the southwest corner of Chanhassen. He described the existing
conditions, including the overhead power transmission towers with an easement, existing
industrial buildings on site, the existing entrances and exits, and the pickle vats. He noted that the
pickle vats would be removed if approved.
He reviewed the proposed site plan, including the additional stormwater ponds. He described the
landscaping plan and said that it was making progress. He stated that a buffer yard was required
since the adjacent roads were collectors. He said that the planting schedule would require
updates to meet the species diversification requirements. He summarized the grading plan. He
noted that the City Code requires screened outdoor storage. He reviewed the outside agency
comments from the Lower Minnesota River Watershed District and the City of Chaska. He noted
that as long as the five proposed conditions were met, the conditional use permit would stay in
place. He said that the applicant does not have a tenant lined up to use the outdoor storage.
Commissioner Jobe asked if the sewer was hooked up on the Chaska side of the road and how it
would work. Mr. Maass responded that they would hook up with the storm sewer with the City
of Chaska, but if the City of Chanhassen would extend utilities, they would require the property
owner to hook up to those utilities.
Commissioner Trevena asked for clarification about a contractor yard versus other outdoor
storage. Mr. Maass answered that contractor yards are their own category of conditional use
permits, and since they did not have an identified user, contractor yards required additional
oversight. He said if the property yard owner wanted to add a contractor to use it as a contractor
yard, they could request a conditional use permit amendment.
Commissioner Trevena asked about the process for the city to go through from an administrative
standpoint when a tenant is identified. Mr. Maass responded that as long as a tenant could abide
by the conditions in the conditional use, there would be no additional oversight.
Chair Noyes invited the applicant up.
Cole Buttenhoff, Outdoor Storage, provided an overview of the property. He said that this
portion, being outdoor storage, was the last area that could be redeveloped after the last tenant
vacated the property.
Chair Noyes asked if he had a set of tenants he was focusing on while he marketed the property.
Mr. Buttenhoff answered that they could market the outdoor storage with 40,000 square feet of
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space in the building. He stated the tenant was dependent on the market, and noted that the space
available was primarily warehouse.
Chair Noyes opened the public hearing. There were no public comments.
Commissioner Soller asked if the 8-foot screening was in the City Code. Mr. Maass answered
that screened outdoor storage up to 8 feet was a requirement.
Chair Noyes closed the public hearing.
Commissioner Trevena moved, Commissioner Jobe seconded that the Chanhassen
Planning Commission recommends approval of the conditional use permit for screened
outdoor storage at 2100 Stoughton Avenue, subject to staff conditions. All voted in favor,
and the motion carried unanimously with a vote of 7 to 0.
3. Ordinance XXX: Amending Chapters 1 and 20, Updating Sign Definitions and
Regulations
Mr. Maass stated that the sign code had been in the community development workplan and it
was a lengthy process. He noted that the proposed sign code would add opportunity for awning
signs, projecting signs, and canopy signs. He provided an overview of the community
engagement, including an email sent to businesses within the central business district on
December 19 and a follow-up email sent on January 5. He said that a Microsoft Teams open
house was held on January 9 between 9:00 a.m. and 11:00 a.m. He reviewed the feedback from
community engagement and said that more signage options were appreciated.
Businesses may choose not to purchase awnings or projecting signs because of the associated
costs. He said that businesses shared that sign bands along buildings are a limiting factor as that
is where signage is located. He summarized the sign code change proposal and said they wanted
to right-size wall signs in the downtown area and prevent future outliers. He stated they also
wanted to expand sign options within the downtown area while removing regulations specific to
content because it was a First Amendment violation. They want to improve implementation and
permitting for signage.
He explained the existing wall area and the maximum percentage of wall area for signage
downtown, and the proposed wall sign regulations. He stated that two signs would be impacted
by the proposed signage regulations. He discussed the canopy signage and said a canopy sign, as
shown, could not be installed in addition to a wall sign.
Mr. Maass said that they wanted to allow temporary signs without a permit since they would still
have enforcement if temporary signs became a nuisance. He stated that businesses approach
window signs in different ways. He said that there were unique situations when there was a
building reuse and liquor license requirements. He summarized the window sign implementation
to update from an unclear percentage of window space to not exceeding six square feet per
business occupant or owner. He requested feedback on this change and said they could change it
to six square feet per window or an exception for window coverings required by city, state, or
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federal regulations. He explained the requirements for temporary commercial signs and non-
commercial signs and said that it would not regulate the content, but the use.
He shared that the City Council was split on the nonconforming sign code and requested
feedback from the Planning Commission. He said that they wanted to allow electronic message
center signs only for public or community signs, except for specific requirements for gas
stations.
Commissioner Jobe said that the wall signs had a percentage of building space, but the canopy
signs and projecting signs did not have a percentage of building space. He asked if this would be
changed. Mr. Maass explained that they did not propose to tie together the wall sign
requirements but to allow each option to have its own standards.
Chair Noyes asked about the definition of a window. Mr. Maass provided example photographs
of windows. He said he was interested in hearing any direction from the Planning Commission.
He said he would follow up with the building staff to better understand what was considered a
window.
Commissioner Jobe asked if a door was considered a window. Mr. Maass answered that it would
not be a window.
Chair Noyes asked if the approval of the window was tied to the original owner. Mr. Maass
responded that it would depend on whether the new owner changed the name or changed the
signage.
Commissioner Jobe asked about additional examples. Mr. Maass answered that they see signage
swaps when a new business starts or there is a rebranding, but there are no signage updates for
the larger signs.
Chair Noyes asked about the calculation of the area of an awning and whether it was based on
the vertical face of the awning. Mr. Maass responded that an arching awning was more difficult
to manage. The rectangular awnings are more common. From a staffing perspective, they would
imagine if the awning was pressed flat and what the area of the space would be.
Commissioner Grover asked about the six square feet. He said that six square feet was not very
large. He stated that if they had small windows, it would be different than having one large
window. He suggested a percentage would be more appropriate. Mr. Maass responded that they
were looking at other downtown sign ordinances and noted that the window sign was meant to be
pedestrian-scale. He said if it were a specific square footage, it would be clear what space they
had to work with.
Commissioner Grover asked about the signs on the doors. Mr. Maass answered that they
typically saw hours of operation on doors rather than sticker signs. He could investigate this
information further and provide additional information. He stated that if they wanted to see doors
treated similarly to windows, they could do so.
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Commissioner Rosengren asked if no new gas stations could put up illuminating signs. Mr.
Maass answered that if the business were opened, they could have the signs illuminated.
Chair Noyes asked if they needed to have a definition of a sign versus a sticker. Mr. Maass
answered that the staff did not intend to regulate small stickers for other businesses like Uber
Eats or the Chamber of Commerce. He said he could review the defini tion for sign to make sure
it excludes those stickers.
Chair Noyes asked if the stickers count toward the six-square-foot requirement. Mr. Maass
responded that it would not be the staff’s intent.
Commissioner Jobe asked if a person could pull a permit and fully cover the windows for a
period of time, such as a sale. Mr. Maass responded that there would still be opportunities for
temporary signs to be utilized in and around downtown.
Commissioner Rosengren asked what the city would say to Von Hansen’s inquiry regarding their
desire to continue using their existing full-window signs to cover equipment. Mr. Maass
answered that they proposed a carve-out for unique situations when window coverings were
required by regulations. They did not get very specific.
Chair Noyes asked if Von Hansen’s could apply for a variance. Mr. Maass answered that a
conditional use permit might be a more appropriate route, but the staff can continue word -
smithing a specific definition.
Commissioner Rosengren asked if a compromise would be if the window covering was not fully
a sign. Mr. Maass confirmed that this could be an option.
Commissioner Grover asked if they were just decals over the window; it would not be subject to
the ordinance. Mr. Maass affirmed this information.
Commissioner Grover asked if there were any regulations for screening in the ordinance, if there
were no signs. Mr. Maass responded that they did not want to proliferate window coverings, but
they did not have the information in the regulations.
Commissioner Rosengren said he understood why they were taking out the language regulating
content because of First Amendment rights. He asked if there was another ordinance to cover
obscene signs. Mr. Maass answered that it would be covered under the city’s public nuisance
ordinance.
Commissioner Soller stated that he thought that the sign definition was too broad. Mr. Maass
said that the City Attorney reviewed the definition and did not have issues with how it was
drafted, but if the Planning Commission would like to modify the defini tion, they could consider
that.
Commissioner Soller said that part of the definition is the intent of the object. He asked if that
was correct to include in the definition and if it got into murky waters around content. He
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suggested giving the definition a second look. Mr. Maass answered that they would reconsider
the definition.
Commissioner Trevena thought a lot of businesses would be non-confirming today based on the
definition that is so broad. She does not think that is the intent of the ordinance
Commissioner Grover asked about stores putting products in their window. Mr. Maass stated that
one of the few things that did not have a track change was the definition, but they would review
it additionally with the City Attorney.
Commissioner Trevena questioned how often the signs are going through the permit process and
if they go through permits for window signs. Mr. Maass responded that they are supposed to go
through the permit process for a window sign.
Commissioner Soller asked whether, if this passes through the City Council, it would impact
non-conforming businesses. Mr. Maass responded that if a sign needed to be replaced, they
would have to apply for a permit. He said if the sign never fell, it could continue. It would only
be when the sign needs to be replaced that they would have to comply with the ordinance. He
said a new business would have to meet the regulations.
Commissioner Grover asked how many signs would be non-conforming. Mr. Maass answered
that he did not have a specific number.
Commissioner Soller asked where the other language existed in the City Code. Mr. Maass
answered what lawful, nonconforming uses were discussed in the City Code.
Ms. Jeske answered that a sign could fix minor things on a sign that was nonconforming, but if
the sign fell, they could not install a full, new sign structure.
Chair Noyes opened the public hearing.
Vernelle Clayton, 422 Santa Fe Circle, stated that signs were important to their businesses and
were an investment. She said she had great conversations with the city staff. She said all
proposed actions by the city regarding the signs should be based on whether they could make
businesses in the community more successful. She stated that canopy signs were limited to the
core area. She thought that if it was a good idea for any business, they should not limit the
location where canopy signs were permitted. She asked for clarification about window signage
and said a larger sign would mean a lot more to the businesses than smaller signs. She asked who
was being harmed by having larger signs in the window. She thought that when the government
limited what free enterprise could do, it would run into problems.
Chair Noyes closed the public hearing.
Commissioner Soller asked them to pull up the exemption for window coverings required by
city, state, or federal regulations. He asked if they could regulate the content on the window
coverings. Mr. Maass answered that they could not regulate the content.
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Commissioner Soller said that they would be required to cover their windows. The ways they
cover their windows today would be signage under the broad definition of a sign. He said this
would still be permitted based on the exemption. Mr. Maass responded that it would be a point of
policy for the city.
Chair Noyes thought that the term sign was a subset under the definition of a window covering.
Commissioner Grover said it seemed like a different scenario when it was a red film or a photo
not related to the business.
Commissioner Soller said that it would get into content and subjectivity, because the Total Wine
window had photos of vineyards. He thought that the attractiveness of the art was subjective.
Required window coverings should not be a loophole to get a larger sign than other businesses.
He asked why the standard for the window covering needed to exist in the first place.
Chair Noyes thought the vineyard window coverings were implying they were in the wine
business, but not advertising a product. He did not think there should be a loophole to permit
larger signs.
Commissioner Soller stated that window coverings were signs. He asked if it was a bad thing if
the window coverings were advertisements.
Chair Noyes stated that Target sold liquor. If they wanted to put up a sign to advertise wine, it
would have to conform to the sign size requirements. He did not want to create two sets of
standards to follow. If a business wanted to cover its windows, that should be fine, but signs
should conform to the ordinances.
Commissioner Trevena said she was struggling with the six-foot signs. She thought that there
was variation in architecture and windows.
Mr. Maass answered that each tenant would have an opportunity for wall, projecting, and
window signage. He asked if they would prefer for the signage to be aggregated or for the
requirements to be per window.
Commissioner Grover asked about the current language. Mr. Maass answered that it was sixty
percent of the total window area. He said that the staff wished it were clearer, because it did not
say all of the windows or each window.
Commissioner Jobe asked how many cities they compared their sign ordinance to. Mr. Maass
responded that they looked at three cities. The other cities allowed for a variety of signage types,
which the city’s current ordinance does not allow. He said that the window sign was not as clear.
Commissioner Rosengren said that everyone seemed to be in agreement that there needs to be
more work completed. He did not know if the Planning Commission could come up with a better
number. He thought that the six feet felt wrong. He said he was leaning towards the percentage
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of the window and did not understand why it did not make sense to contractors. He thought they
could not get to the point of recommending this to move forward. He did not know the procedure
for the process.
Chair Noyes asked if there was a motion tied to this or if they were gathering their feedback to
bring before the City Council. Mr. Maass answered that the city was not under a statutory
requirement for a 60-day review clock. He said that the Planning Commission could recommend
denial, table the item, and direct staff to refine areas that were discussed, recommend approval
but direct staff to update the ordinance based on Planning Commission feedback, or recommend
approval as written.
Commissioner Grover said that there was a lot that they did not have concerns about in the
proposed ordinance as it is currently written.
Mr. Maass said that the Supreme Court Ruling about signage came down in 2015. He said it had
been a little over a decade. He did not think that the Planning Commission should feel pressure
to get it down in the next 30 days to mitigate for exposure.
Commissioner Soller voiced appreciation for the expanded options but said that there were a few
areas that needed to be reconsidered. He asked if there was a version that they could move
forward with while tabling the minority of the ordinance for additional discussion. Mr. Maass
answered that it would be nice to complete the amended Chapters 1 and 20 in one sitting.
Commissioner Rosengren asked if they recommended approval with exceptions, and if they
would see it again. Mr. Maass responded that if the Planning Commission would like to see the
ordinance again, they should table it.
Commissioner Soller asked if there were any other items they should consider. He asked if a
business owner might feel like the new language was more restrictive.
Commissioner Trevena moved, Commissioner Rosengren seconded that the Chanhassen
Planning Commission recommends tabling the sign ordinance discussion so City Staff
could provide additional education information, due diligence related primarily to window
sign information, sign definition, and potential exceptions, noting that much of the sign
ordinance was acceptable but needed further clarification. All voted in favor, and the
motion to table the ordinance carried unanimously with a vote of 7 to 0.
Commissioner Soller asked if they came up with any other recommendations to steer it, if it was
only appropriate to share this information with staff in an open meeting, or if there was a faster
way to share feedback with the staff. Mr. Maass answered that the staff was able to share
questions or comments with the staff, but they could not share the information with the whole
Planning Commission via email.
APPROVAL OF MINUTES:
1. APPROVAL OF PLANNING COMMISSION MINUTES DATED February 17, 2026
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Commissioner Grover requested a revision to page 4, noting that there was a comment he made
about a running track and banked corners that was attributed to another commissioner.
Commissioner Jobe moved, Commissioner Grover seconded to approve the Chanhassen
Planning Commission summary minutes dated February 17, 2026, as corrected above. All
voted in favor, and the motion carried unanimously with a vote of 7 to 0.
CITY COUNCIL ACTION UPDATE:
Mr. Maass noted that the City Council approved the site plan for the Chanhassen Community
Center. They were on track and progressing towards the Civic Campus. He said the city posted
for a planning intern for the summer.
ADJOURNMENT:
Commissioner Soller moved, Commissioner Trevena seconded to adjourn the meeting. All
voted in favor, and the motion carried unanimously with a vote of 7 to 0. The Planning
Commission meeting was adjourned at 7:51 p.m.
Submitted by Eric Maass
Planning Director
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