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Combined - Planning Commission Submittal 2024-02-16Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:05 PMAuthor Checker 2612-01 G100 COVER SHEET CHANHASSEN CIVIC CAMPUS CHANHASSEN CIVIC CAMPUS 7700 MARKET BLVD, CHANHASSEN, MN 55317 02/16/2024 PROJECT LOCATION RENDERING PROJECT TEAM: ARCHITECT Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Michael Healy AIA OWNER / APPLICANT: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Phone: 952.227.1100 Contact: CIVIL Stantec 733 Marquette Ave. Suite 1000 Minneapolis, Minnesota 55402 Phone: 612.712.2000 Contact: Clark Lohr LANDSCAPE HKGI 800 Washington Ave. N. Suite 103 Minneapolis, Minnesota 55401 Phone: 612.338.0800 Contact: Bryan Harjes STRUCTURAL ENGINEER Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Siobhan Dvergsten MECHANICAL ENGINEER Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Michael Dugan ELECTRICAL ENGINEER Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Chad Kurdi PE DEVELOPMENT SUBMITTAL SITE SECURITY TECHNOLOGY ENGINEER True North Consulting Group 140 3rd Street South Stillwater, Minnesota 55082 Phone: 512.596.3812 Contact: Nick Webber CONSTRUCTION MANAGER: Kraus Anderson 501 S. 8th St. Minneapolis, MN 55404 Phone: 612.332.7281 Contact: Dustin Phillips SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTAL1 - GENERAL G100 COVER SHEET X X X G120 CODE SUMMARY X G121 CODE PLAN - SITE X G122A LIFE SAFETY PLAN - LOWER LEVEL X G123A LIFE SAFETY PLAN - LEVEL 1 X G124A LIFE SAFETY PLAN - LEVEL 2 X G125 LIFE SAFETY PLAN - PARK PAVILION X G130 SYMBOLS & ABBREVIATIONS X G140 ACCESSIBILITY & MOUNTING HEIGHTS X 2 - CIVIL C-001 COVER SHEET X X C-002 GENERAL NOTES X C-003 OVERALL EXISTING CONDITIONS X X C-004 PHASE 1 EXISTING CONDITIONS X X C-005 PHASE 2 NORTHWEST EXISTING CONDITIONS X X C-006 PHASE 2 NORTHEAST EXISTING CONDITIONS X X C-007 OVERALL REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-008 PHASE 1 REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-009 PHASE 2 NW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-010 PHASE 2 SW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLAN X X C-101 OVERALL SITE PLAN X X C-102 PHASE 1 SITE PLAN X X C-103 PHASE 2 NORTHWEST SITE PLAN X X C-104 PHASE 2 NORTHEAST SITE PLAN X X C-201 OVERALL POST-CONSTRUCTION STABILIZATION PLAN X X C-202 PHASE 1 POST-CONSTRUCTION STABILIZATION PLAN X X C-203 PHASE 2 NORTHWEST POST-CONSTRUCTION STABILIZATION PLAN X X C-204 PHASE 2 NORTHEAST POST-CONSTRUCTION STABILIZATION PLAN X X C-205 SWPPP X C-301 OVERALL GRADING PLAN X X C-302 PHASE 1 GRADING PLAN X X C-303 PHASE 2 NORTHWEST GRADING PLAN X X C-304 PHASE 2 NORTHEAST GRADING PLAN X X C-401 OVERALL UTILITY PLAN X X C-402 PHASE 1 UTILITY PLAN X X C-403 PHASE 2 NORTHWEST UTILITY PLAN X X C-404 PHASE 2 NORTHEAST UTILITY PLAN X X C-501 OVERALL STORM SEWER PLAN X X C-502 PHASE 1 STORM SEWER PLAN X X C-503 PHASE 2 NORTHWEST STORM SEWER PLAN X X C-504 PHASE 2 NORTHEAST STORM SEWER PLAN X X C-601 OVERALL ITEMIZED BID ITEMS AND BID ALTERNATES X C-602 OVERALL ITEMIZED BID ITEMS AND BID ALTERNATES X C-603 OVERALL ITEMIZED BID ITEMS AND BID ALTERNATES X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALI015 SIGNAGE ACCESSIBILITY REQUIREMENTS X I050 INTERIOR ROOM FINISH SCHEDULE X I021 PAVILION FINISH PLAN X I100 LOWER LEVEL - OVERALL FINISH PLAN X I101 LEVEL 1 FINISH PLAN X I102 LEVEL 2 FINISH PLAN X I150 ENLARGED FLOOR FINISH PLANS X I400 LOWER LEVEL - FURNITURE PLAN X I401 LEVEL 1 - FURNITURE PLAN - FOR REFERENCE ONLY X I402 LEVEL 2 - FURNITURE PLAN X I421 PAVILION FURNITURE PLAN X 6 - STRUCTURAL S001 STRUCTURAL NOTES X X S001.1 STRUCTURAL NOTES X X S010 SPECIAL INSPECTIONS X X S030 SCHEDULES X X S050 LEVEL 1 - PRECAST LOADING PLAN X X S099 FOUNDATION PLAN X X S101 LEVEL 1 - PRECAST PLAN X X S101F LEVEL 1 - FRAMING PLAN X X S102 LEVEL 2 - FRAMING PLAN X X S140 ROOF - FRAMING PLAN X X S140.1 PARTIAL ROOF PLANS X X S140.2 PARTIAL ROOF PLANS X X S160 BUILDING SECTIONS & ELEVATIONS X X S161 BUILDING ELEVATIONS X X S162 BALCONY SECTIONS X X S201 STANDARD FOUNDATION DETAILS X X S202 FOUNDATION DETAILS X X S221 PRECAST GARAGE DETAILS X X S301 PRECAST DETAILS X X S450 MASONRY DETAILS X X S501 STEEL FRAMING DETAILS X X S502 STEEL FRAMING DETAILS X X S503 STEEL FRAMING DETAILS X X S504 STEEL FRAMING DETAILS X S505 STEEL JOIST DETAILS X X S510 METAL DECK DETAILS X X S520 ROOFING DETAILS X 7 - MECHANICAL M001 MECHANICAL COVERSHEET X M002 MECHANICAL NOTE SHEET X M021 PAVILION MECHANICAL PLANS M099 P1 PARKING MECHANICAL PLAN X M101 LEVEL 1 MECHANICAL PLAN X M102 LEVEL 2 MECHANICAL PLAN X M141 ROOF MECHANICAL PLAN X M299 LEVEL P1 HYDRONIC PLAN X M301 LEVEL 1 HYDRONIC PLAN X M302 LEVEL 2 HYDRONIC PLAN X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALC-801 DETAILS X X C-802 DETAILS X X C-803 DETAILS X X C-804 DETAILS X X C-805 DETAILS X C-806 DETAILS X 3 - LANDSCAPE L101 TITLE AND GENERAL NOTES X L102 SITE SURFACING X L201 MATERIALS LAYOUT X L202 MATERIALS LAYOUT X L203 MATERIALS LAYOUT X L204 MATERIALS LAYOUT X L205 MATERIALS LAYOUT X L206 MATERIALS LAYOUT X L207 MATERIALS LAYOUT X L208 MATERIALS LAYOUT X L209 MATERIALS LAYOUT X L300 PLANTING INDEX X L301 PLANTING LAYOUT X L302 PLANTING LAYOUT X L303 PLANTING LAYOUT X L304 PLANTING LAYOUT X L305 PLANTING LAYOUT X L306 PLANTING LAYOUT X L307 PLANTING LAYOUT X L308 PLANTING LAYOUT X L309 PLANTING LAYOUT X L401 LANDSCAPE DETAILS X L402 LANDSCAPE DETAILS X L403 LANDSCAPE DETAILS X L404 LANDSCAPE DETAILS X L405 LANDSCAPE DETAILS X L406 LANDSCAPE DETAILS X 4 - ARCHITECTURE A010 ARCHITECTURAL SITE PLAN X X X A011 ENLARGED SITE PLAN - CITY HALL X A012 ENLARGED SITE PLAN - PARK PAVILION AND STAGE X A021 PARK PAVILION FLOOR PLAN X X A022 PARK PAVILION ROOF PLAN AND RCP X A023 PARK PAVILION EXTERIOR ELEVATIONS X X A024 PARK PAVILION BUILDING SECTIONS X A025 PARK PAVILION WALL SECTIONS X A026 PARK PAVILION WALL SECTIONS X A090 PARK PAVILION FRAME TYPES & OPENING SCHEDULE X A100 LOWER LEVEL - FLOOR PLAN X X X A101 LEVEL 1 - FLOOR PLAN X X X A102 LEVEL 2 - FLOOR PLAN X X X A140 LOW ROOF PLAN X X A141 UPPER ROOF PLAN X X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALA151 ENLARGED PLANS X A152 ENLARGED PLANS X A153 ENLARGED PLANS X A154 ENLARGED PLAN - COUNCIL CHAMBERS X A155 COUNCIL CHAMBERS DIAS A300 LOWER LEVEL REFLECTED CEILING PLAN X A301 LEVEL 1 REFLECTED CEILING PLAN X A302 LEVEL 2 REFLECTED CEILING PLAN X A401 OVERALL EXTERIOR ELEVATIONS X X A402 OVERALL EXTERIOR ELEVATIONS X X A403 EXTERIOR RENDERINGS X A451 ENLARGED EXTERIOR ELEVATIONS X A501 BUILDING SECTIONS X X A502 BUILDING SECTIONS X X A503 BUILDING SECTIONS X X A551 WALL SECTIONS X A552 WALL SECTIONS X A553 WALL SECTIONS X A554 WALL SECTIONS X A555 WALL SECTIONS X A556 WALL SECTIONS X A557 WALL SECTIONS X A601 CONSTRUCTION TYPES - EXTERIOR X A602 CONSTRUCTION TYPES - EXTERIOR X A603 CONSTRUCTION TYPES - ROOF & FLOOR X A604 CONSTRUCTION TYPES - PARTITION TYPES X A620 DETAILS - WALL X A621 DETAILS - WALL X A630 DETAILS - SLAB EDGES X A662 DETAILS - ROOF X A671 DETAILS - ROOF CANOPIES AND BALCONIES X A672 DETAILS - ROOF CANOPIES AND BALCONIES X A673 DETAILS - ROOF CANOPIES AND BALCONIES X A701 ELEVATOR PLANS AND SECTIONS X A710 STAIR PLANS AND SECTIONS X A711 STAIR PLANS AND SECTIONS X A712 STAIR PLANS AND SECTIONS X A801 INTERIOR ELEVATIONS X A802 INTERIOR ELEVATIONS X A803 INTERIOR ELEVATIONS X A804 INTERIOR ELEVATIONS X A805 INTERIOR ELEVATIONS X A900 OPENING SCHEDULE X A910 PANEL TYPES, FRAME TYPES X A920 ALUMINUM FRAME TYPES - EXTERIOR SF X A921 ALUMINUM FRAME TYPES - EXTERIOR SF X A922 ALUMINUM FRAME TYPES - INTERIOR X A923 ALUMINUM FRAME TYPES - CW X 5 - INTERIORS I000 INTERIOR MATERIAL IDENTIFICATION LIST X SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALM601 MECHANICAL DIAGRAMS X M681 HEATING WATER RISER DIAGRAMS M682 HEATING WATER RISER DIAGRAM M701 MECHANICAL DETAILS X M801 MECHANICAL SCHEDULES X M802 MECHANICAL SCHEDULES X 8 - MECHANICAL & ELECTRICAL ME801 MECHANICAL AND ELECTRICAL SCHEDULES X ME802 MECHANICAL AND ELECTRICAL SCHEDULES X 9 - PLUMBING P001 PLUMBING SYMBOLS, ABBREVIATIONS & NOTES X P081 UNDERGROUND PLUMBING PLAN X P099 LEVEL P1 PLUMBING PLAN X P101 LEVEL 1 PLUMBING PLAN X P102 LEVEL 2 PLUMBING PLAN X P141 ROOF PLUMBING PLAN X P651 NATURAL GAS RISER DIAGRAMS P701 PLUMBING DETAILS X P801 PLUMBING SCHEDULES X P951 FIRE PROTECTION RISER DIAGRAM X 10 - ELECTRICAL E001 ELECTRICAL COVERSHEET E010 ELECTRICAL SITE PLAN X E015 SITE PHOTOMETRIC X E021 PARK PAVILION ELECTRICAL PLAN E022 PARK PAVILION LIGHTING PLAN E099 LEVEL P1 ELECTRICAL PLAN X E101 LEVEL 1 ELECTRICAL PLAN X E102 LEVEL 2 ELECTRICAL PLAN X E141 ROOF ELECTRICAL PLAN X E151 ENLARGED ELECTRICAL ROOM PLANS X E299 LEVEL P1 LIGHTING PLAN X E301 LEVEL 1 LIGHTING PLAN X E302 LEVEL 2 LIGHTING PLAN X E401 ELECTRICAL POWER RISER DIAGRAMS X X E501 ELECTRICAL SCHEDULES X E521 ELECTRICAL PANEL SCHEDULES X X E522 ELECTRICAL PANEL SCHEDULES X E523 ELECTRICAL PANEL SCHEDULES X E601 ELECTRICAL DETAILS X E602 ELECTRICAL DETAILS X 11 - TECHNOLOGY T000 TECHNOLOGY INDEX X T010 TECHNOLOGY SITE PLAN X T021 TECHNOLOGY PARK PAVILION PLAN X T100 TECHNOLOGY LOWER LEVEL FLOOR PLAN X T101 TECHNOLOGY LEVEL 1 FLOOR PLAN X T102 TECHNOLOGY LEVEL 2 FLOOR PLAN X T299 TECHNOLOGY PARK PAVILION RCP X T300 TECHNOLOGY LOWER LEVEL RCP X ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL SHEET INDEX SHEET NUMBER SHEET NAME DD SETBID PACKAGE 1DEVELOPMENT SUBMITTALT301 TECHNOLOGY LEVEL 1 RCP X T302 TECHNOLOGY LEVEL 2 RCP X T400 TECHNOLOGY ENLARGEMENTS X T500 TECHNOLOGY DETAILS X T501 TECHNOLOGY DETAILS X T600 TECHNOLOGY SECURITY DETAILS X T601 TECHNOLOGY SECURITY DETAILS X T700 TECHNOLOGY AV DETAILS X T701 TECHNOLOGY AV DETAILS X Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 APPROXIMATEPROJECTLOCATIONW 78TH STMARKET BLVDCHAN VIEWKERBER BLVDHWY 5LAREDO DRARCHITECTBKV GROUP222 NORTH 2ND ST, SUITE 101MINNEAPOLIS, MN 55401(P) - 612-373-9514CONTACT: MICHAEL HEALY, AIAENGINEERSTANTEC CONSULTING SERVICES, INC.733 MARQUETTE AVENUE, SUITE 1000MINNEAPOLIS MN 55402ENGINEER: DAN LAVENDER, PE(E) - DAN.LAVENDER@STANTEC.COMPROJECT MANAGER: CLARK LOHR, CDT(E) - CLARK.LOHR@STANTEC.COMVICINITY MAPNOT TO SCALEPRELIMINARY CIVIL ENGINEERING PLANSISSUED FOR DEVELOPMENT REVIEWCHANHASSEN CIVIC CAMPUSCHANHASSEN, MINNESOTA 55424FEBRUARY 2024PROJECT LOCATIONCITY: CHANHASSENCOUNTY: CARVERTHIS PLANSET CONTAINS 40 SHEETS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 COVER SHEET.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SHEET LIST TABLESHEETNUMBERSHEET TITLEC-001COVER SHEETC-002GENERAL NOTESC-003OVERALL EXISTING CONDITIONSC-004PHASE 1 EXISTING CONDITIONSC-005PHASE 2 NORTHWEST EXISTING CONDITIONSC-006PHASE 2 NORTHEAST EXISTING CONDITIONSC-007OVERALL REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-008PHASE 1 REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-009PHASE 2 NW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-010PHASE 2 SW REMOVALS & PRECONSTRUCTION EROSION CONTROL PLANC-101OVERALL SITE PLANC-102PHASE 1 SITE PLANC-103PHASE 2 NORTHWEST SITE PLANC-104PHASE 2 NORTHEAST SITE PLANC-201OVERALL POST-CONSTRUCTION STABILIZATION PLANC-202PHASE 1 POST-CONSTRUCTION STABILIZATION PLANC-203PHASE 2 NORTHWEST POST-CONSTRUCTION STABILIZATION PLANC-204PHASE 2 NORTHEAST POST-CONSTRUCTION STABILIZATION PLANC-205SWPPPC-301OVERALL GRADING PLANC-302PHASE 1 GRADING PLANC-303PHASE 2 NORTHWEST GRADING PLANC-304PHASE 2 NORTHEAST GRADING PLANC-401OVERALL UTILITY PLANC-402PHASE 1 UTILITY PLANC-403PHASE 2 NORTHWEST UTILITY PLANC-404PHASE 2 NORTHEAST UTILITY PLANC-501OVERALL STORM SEWER PLANC-502PHASE 1 STORM SEWER PLANC-503PHASE 2 NORTHWEST STORM SEWER PLANC-504PHASE 2 NORTHEAST STORM SEWER PLANC-601OVERALL ITEMIZED BID ITEMS AND BID ALTERNATESC-602ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-603ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-604ENLARGED ITEMIZED BID ITEMS AND BID ALTERNATESC-801DETAILSC-802DETAILSC-803DETAILSC-804DETAILSC-805DETAILSCITYCITY OF CHANHASSEN7700 MARKET BLVDCHANHASSEN, MN 55317(PHONE) - 952-227-1100CONTACT: CHARLES HOWLEY, DIRECTOR OF PUBLIC WORKS / CITY ENGINEERLANDSCAPE ARCHITECTHOISINGTON KOEGLER GROUP, INC.800 WASHINGTON AVE. N., SUITE 103MINNEAPOLIS, MN 55401(PHONE) - 612-338-0800CONTACT: BRYAN HARJESC-001COVER SHEET** NOTE: PAVING PLANS AND SUPPLEMENTAL ELEVATION DATA TO BE INCLUDED WITH A SEPARATEBID PACK OR ISSUED AS PART OF AN ASI. MHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEPAVERS SURFACE CONCRETE SURFACEPAVERS SURFACEPAVERS SURFACE BITUMINOUS TRAILCONCRETE SURFACECONCRETE SURFACEAC UNITSTRASH ENCLOSUREWITH GATESTRANSFORMERGENERATORFFE=979.75AUTOSPRINKLERFFE=996.76FFE=996.11HOCKEY RINK BOARDSCHAIN LINK FENCETNH ELEV = 997.21TNH ELEV = 980.35SEE EEEEE EEESTEPSSSVLTFFE=984.54FFE=995.97FFE=984.54SIGNELECOUTLETELEC PANELGAS METERUTIL VAULTSTSTSTSTSTSTSTSSTEESTEESESTSTEESSTESSSTSTCOSEEEE EEEEEEEEEESTSTSTSTSTSTSTE EEEEEEEEEE ESTSTEEEESTCF FFFFFFFFFF G EEESSTSTSTST STSTSTST ST ST SSS S S ST ST ST ST ST ST STST EEEEEE EEE EEEEEESSGGGG GGGGGGEEEEEEEEEEEEEEFFFFFFFFFFGGGFFFFFFE CCSTSTPIVST EEEESTSTFFFFFFFFF F F F F FFEEEFFFFFFFF N89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4SW COR. SW 1/4SEC. 12, T.116, R. 23S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200PROPERTY DESCRIPTION(Per Land Title, Inc Property Report No. 680111, dated July 7, 2023)The North 864.98 feet of the East 424.72 feet of the SW 1/4 of SW 1/4 of Section 12, Township116 North, Range 23 West, except the North 660.0 feet thereof and also excepting therefrom theEast 8 feet thereof; together with an easement for right-of-way purpose over the East 8 feetthereof, Carver County, Minnesota.AND(Per Land Title, Inc Property Report No. 680110, dated July 7, 2023)Lot 1, Block 1, Schneider Park Second Addition, Carver County, Minnesota.AND(Per Land Title, Inc Property Report No. 680113, dated July 7, 2023)Lot 2, Block 1, Schneider Park Second Addition, Carver County, Minnesota.PROPERTY SUMMARY1.Subject property's addresses are 7610 Laredo Dr, 7700 Market Blvd, and 7711 Kerber Blvd.2.Subject property's property identification numbers are 250122100, 257740010 and257740020.3.The gross area of the subject property is 409,784 Square Feet or 9.407 acres.4.The subject property's are zoned OI - Office Institutional District, per the City of ChanhassenZoning Map, dated 2/10/2023.SURVEY NOTES1.The bearing system is based on the Carver County Coordinate System, NAD83 (1996 HarnAdjust), having an assumed bearing of S88°48'17"E for the South line of the SouthwestQuarter of Section 12, Township 116 North, Range 23 West.2.The vertical datum is based on NAVD88.3.Site benchmarks are as follows and shown on the graphic.1. TNH northeast of city hall. Elevation = 997.212. TNH south of veterans memorial. Elevation = 980.354.Field Work was completed on 1/26/2024.SCALE:SURVEY BY:DRAWN BY:CHECK BY:SHEETOFWSB PROJECT NO.I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: REVISIONS NO.DATE DESCRIPTION Chanhassen City Parcels PID Nos. 250122100, 257740010, 257740020 City of Chanhassen, Minnesota Boundary /TopographySurvey1" = 50'JS, JBJRJHJeremy R. Honga 5801301/31/2024023347-000120Graphic Scale (in feet)50100N1 inch = 50 feetSURVEYOR NOTES1.Location, sizes and types of underground utilities shown are a combination of observedevidence and plan information, together with field markings by those utility locators thatresponded to Gopher State One Call Ticket Nos. 232053292, 232053295 and 232053360.However, lacking excavation, the exact location of underground features cannot beaccurately, completely, and reliably depicted. WSB, makes no guarantee that the utilitiesshown comprise all of the utilities in the area. Where additional or more detailed informationis required, the client is advised that excavation and/or a private utility locate request may benecessary. Pursuant to MS 216.D contact Gopher State One Call at 651-454-0002 prior toany excavation.2.Easements shown (unless otherwise noted) are as identified in Land Title, Inc. PropertyReport Nos. 680111, 680110, and 680113, dated July 7, 2023. No other search of thepublic records for easements or encumbrances was made by the undersigned.3.Existing conditions and contour information per aerial drone flight completed on 5/3/2023.UNDERGROUND FIBERFFOUND MONUMENTUNDERGROUND GASGSTORM CATCH BASINSTSUNDERGROUND COMMUNICATIONCWATER MAINUNDERGROUND ELECTRICEWATER VALVEHYDRANTSTORM MANHOLESANITARY MANHOLECURB AND GUTTERDRIP LINEBUILDING EDGESECTION CORNERELECTRIC MANHOLELEGENDLIGHT POLESTORM LINESTSANITARY LINESESET MONUMENTBEEHIVE CATCH BASINSIGNAL LIGHTTRANSFORMERK:\023347-000\Survey\Drawing\023347-000-Border Page 1-Bdry Topo.dwg, 1/31/2024 2:35:27 PM MHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEPAVERS SURFACE CONCRETE SURFACEPAVERS SURFACEPAVERS SURFACE BITUMINOUS TRAILCONCRETE SURFACECONCRETE SURFACEAC UNITSTRASH ENCLOSUREWITH GATESTRANSFORMERGENERATORFFE=979.75AUTOSPRINKLERFFE=996.76FFE=996.11HOCKEY RINK BOARDSCHAIN LINK FENCETNH ELEV = 997.21TNH ELEV = 980.35SEE EEEEE EEESTEPSSSVLTFFE=984.54FFE=995.97FFE=984.54SIGNELECOUTLETELEC PANELGAS METERUTIL VAULTSTSTSTSTSTSTSTSSTEESTEESESSESTSTSTEESSTESSSTSTCOSEEEE EEEEEEEEEESTSTSTSTSTSTSTEEEE EEEEEEEESTSTEEEESTCF FFFFFFFFFFGEEE SSTSTSTST STSTSTST ST ST SSS S S ST ST ST ST ST ST STST EEEEEE EEE EEEEEESSGGGGGGGG GGEEEEEEEEEEEEEEFFFFFFFFFFGGGFFFFFFE CCSTSTPIVST EEEESTSTFFFFFFFFF F F F F FFEEEFFFFFFFFSRIM:974.45W ?PVC960.50INV:N ?PVC960.50INV:INV:INV:INV:INV:STRIM:977.64N ?RCP970.54INV:BLD - DIRECTION?956.14INV:INV:INV:INV:INV:SRIM:975.16N ?PVC961.06INV:S ?PVC961.06INV:INV:INV:INV:INV:RIM:986.86E 15 RCP982.07INV:S 15 RCP981.96INV:INV:INV:INV:INV:RIM:986.74W 15?982.41INV:N DRAINTILE983.84INV:S DRAINTILE983.27INV:INV:INV:INV:RIM:985.96E 15 RCP981.55INV:W 15 RCP981.51INV:INV:INV:INV:INV:RIM:985.08N 15 RCP982.28INV:W 15 RCP982.15INV:INV:INV:INV:INV:RIM:984.69N 15 RCP979.44INV:S 15 RCP979.35INV:INV:INV:INV:INV:RIM:980.04N 15 RCP975.87INV:E 12 RCP976.20INV:S 15 RCP975.75INV:INV:INV:INV:RIM:986.44N 6 PVC983.24INV:NE 15 RCP983.03INV:INV:INV:INV:INV:RIM:985.74SW 15 RCP980.69INV:E 15 RCP980.74INV:S 15 RCP980.51INV:N RCP?980.54INV:INV:INV:RIM:988.72S 15 RCP984.92INV:W 15 RCP984.69INV:INV:INV:INV:INV:RIM:988.13N 15 RCP984.21INV:E 15 RCP983.87INV:INV:INV:INV:INV:RIM:987.71S 15 RCP982.11INV:W 15 RCP982.00INV:INV:INV:INV:INV:RIM:980.23N 15 RCP974.06INV:S 15 RCP972.81INV:INV:INV:INV:INV:SRIM:975.17E ?PVC969.76INV:W ?PVC969.83INV:INV:INV:INV:INV:RIM:973.19W 15 RCP967.94INV:INV:INV:INV:INV:INV:RIM:974.97N 15 RCP970.88INV:SE 15 RCP970.38INV:INV:INV:INV:INV:STRIM:973.85NW 15 RCP969.91INV:N 15 RCP970.65INV:NE 12 PVC969.12INV:S 18 RCP969.03INV:BOTTOM969.31INV:INV:RIM:972.90N 18 RCP968.48INV:S 18 RCP968.48INV:INV:INV:INV:INV:STRIM:973.66NE ?RCP968.12INV:SE ?RCP968.57INV:BLD - DIRECTION?954.06INV:INV:INV:INV:STRIM:973.51NW 12 RCP968.62INV:S 12 RCP970.04INV:INV:INV:INV:INV:RIM:973.00N 12 RCP970.13INV:INV:INV:INV:INV:INV:RIM:973.32N 12 RCP969.68INV:INV:INV:INV:INV:INV:STRIM:974.78E 36 ?RCP965.43INV:W 30 RCP965.63INV:INV:INV:INV:INV:RIM:973.33NE ? RCP967.68INV:S ? RCP967.69INV:INV:INV:INV:INV:STRIM:974.03SE 36? RCP963.93INV:S 15 RCP966.98INV:W 36 ?964.03INV:INV:INV:INV:RIM:972.03E 18 RCP967.95INV:SW 18 RCP968.04INV:INV:INV:INV:INV:RIM:973.26N 12 RCP968.30INV:INV:INV:INV:INV:INV:SRIM:973.12SW ?PVC959.52INV:E ?PVC959.36INV:INV:INV:INV:INV:STRIM:973.73N 30 ?RCP966.03INV:E 30? RCP966.03INV:INV:INV:INV:INV:RIM:973.45SW 15 RCP969.43INV:INV:INV:INV:INV:INV:STRIM:973.16N 24 RCP968.09INV:NE ?RCP968.66INV:S ?RCP966.60INV:W 18 RCP967.41INV:INV:INV:RIM:972.18E 18 RCP967.47INV:W 18 RCP967.54INV:INV:INV:INV:INV:STRIM:978.74N 18 RCP970.63INV:E 15 RCP?972.45INV:S 24 RCP970.44INV:NW ?RCP973.29INV:INV:INV:STRIM:978.75N 18 RCP971.46INV:E 15 RCP971.94INV:S 18 RCP971.37INV:INV:INV:INV:RIM:978.84SE 15 RCP974.14INV:W ?RCP974.15INV:INV:INV:INV:INV:STRIM:981.44N 18 RCP973.08INV:NE 12 RCP973.97INV:S 18 RCP973.02INV:INV:INV:INV:STRIM:984.63N 18 RCP976.13INV:E 15 RCP980.13INV:S 18 RCP976.08INV:INV:INV:INV:STRIM:992.36N 15 RCP985.24INV:E 12 HDPE985.04INV:S 18? RCP984.89INV:W 15 RCP986.84INV:INV:INV:RIM:991.68E 15 RCP986.96INV:W 15 RCP987.09INV:INV:INV:INV:INV:RIM:991.72NW 15 RCP987.68INV:E 15 RCP987.43INV:INV:INV:INV:INV:RIM:981.45S 15 RCP976.20INV:W 12 RCP976.31INV:INV:INV:INV:INV:RIM:978.53N 15 RCP975.59INV:E 15 RCP974.63INV:INV:INV:INV:INV:RIM:990.30W 15 RCP985.30INV:E 12 RCP985.30INV:NNW 12 RCP985.90INV:INV:INV:INV:RIM:991.17SSE 12 RCP987.72INV:INV:INV:INV:INV:INV:RIM:992.66S 12 RCP988.06INV:INV:INV:INV:INV:INV:RIM:991.56W 12 RCP986.26INV:N 12 RCP986.71INV:SE 8 PVC986.31INV:INV:INV:INV:RIM:977.27W 15 RCP972.12INV:E 12 RCP972.37INV:SE 12 RCP972.37INV:SUMP971.77INV:INV:INV:RIM:978.28NW 15 RCP973.38INV:S 10 PVC973.42INV:INV:INV:INV:INV:RIM:978.31N 12 RCP973.21INV:W 12 RCP973.21INV:INV:INV:INV:INV:RIM:984.05SE 12 RCP980.73INV:INV:INV:INV:INV:INV:RIM:979.12NW 12 RCP975.32INV:E 12 RCP975.32INV:INV:INV:INV:INV:RIM:993.50S 15 RCP990.07INV:INV:INV:INV:INV:INV:RIM:991.71N 15 RCP987.81INV:E 15 RCP987.81INV:INV:INV:INV:INV:RIM:977.29S 18 RCP972.99INV:N 18 RCP972.99INV:INV:INV:INV:INV:SRIM:982.33N973.83INV:S973.78INV:INV:INV:INV:INV:SRIM:979.84S971.99INV:N972.04INV:W972.14INV:INV:INV:INV:STRIM:982.18S 18 RCP977.18INV:E 15 RCP977.18INV:N 8 PVC977.53INV:INV:INV:INV:STRIM:980.47S 18 RCP973.82INV:N 18 RCP973.92INV:E 12 RCP974.27INV:W 12 RCP974.27INV:INV:INV:STRIM:976.72ENE 18 RCP972.09INV:W 18 RCP972.09INV:INV:INV:INV:INV:STRIM:978.20WSW 18 RCP972.35INV:N 18 RCP972.35INV:INV:INV:INV:INV:STRIM:976.87E 18 RCP971.17INV:S 18 RCP971.12INV:N SIZE? ROOF DRAIN INV ELEV +/-971.87INV:INV:INV:INV:RIM:980.31W 12 RCP977.01INV:INV:INV:INV:INV:INV:RIM:977.92S 12 RCP973.72INV:W 12 RCP973.72INV:BLD973.32INV:INV:INV:INV:RIM:977.93E 12974.43INV:INV:INV:INV:INV:INV:STSTORM MHUNDER CARN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200SRIM:979.12N971.32INV:E971.27INV:INV:INV:INV:INV:SRIM:977.02W968.62INV:E968.57INV:INV:INV:INV:INV:SCALE:SURVEY BY:DRAWN BY:CHECK BY:SHEETOFWSB PROJECT NO.I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: REVISIONS NO.DATE DESCRIPTION Chanhassen City Parcels PID Nos. 250122100, 257740010, 257740020 City of Chanhassen, Minnesota Rim and Invertlabels1" = 50'JS, JBJRJHJeremy R. Honga 5801301/31/2024023347-000220Graphic Scale (in feet)50100N1 inch = 50 feetK:\023347-000\Survey\Drawing\023347-000-Border Page 2-Utility Rim and Invert Labels.dwg, 1/31/2024 2:37:01 PM © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 GENERAL NOTES.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION REMOVAL / DEMOLITION NOTESTRAFFIC CONTROL NOTESSITE NOTESEROSION CONTROL NOTESGRADING NOTESUTILITY NOTESSTORM SEWER NOTESGOVERNING SPECIFICATIONSPAVING, PAVEMENT MARKING, AND SIGNAGE NOTESTREE PRESERVATION NOTESHORIZONTAL AND VERTICAL CONTROL NOTES1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL.3.CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVALTHAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER.4.MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESSOTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OFMATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN ACONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.5.CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE ASMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS.6.CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER.7.CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTIONACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION,CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER.8.CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTEDOR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TOPROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.9.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACTTHE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT AREGULATED/PERMITTED FACILITY.10.CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER, THE LANDSCAPE ARCHITECT, ANDENGINEER PRIOR TO REMOVAL OPERATIONS.11.REMOVAL OF ANY EXISTING BUILDING REQUIRES COMPLETION OF A HAZARDOUS MATERIAL SURVEY INACCORDANCE WITH LOCAL RULES AND REGULATIONS.12.CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING:A.PROTECT ALL TREES AND PLANTS NOT DESIGNATED FOR REMOVAL.B.CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGE PROTECTED TREES AND VEGETATION.C.CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS, LOGS, STUMPS, ROOTS, FALLEN TIMBER,AND OTHER VEGETATION.D.BACKFILL DEPRESSIONS WITH NATIVE SOILS OR SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR ASDIRECTED BY THE GEOTECHNICAL ENGINEER AND COMPACT BACKFILL AS DIRECTED.E.DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS.F.CONSIDER BENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK AND SAWDUST.G.NO BURYING OF CLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS.13.UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OFPROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS.CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORMTO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND ASDIRECTED BY THE GEOTECHNICAL ENGINEER.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THEWORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FORNECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEERFOR REVIEW BEFORE STARTING WORK.3.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL AND DETOURS. TRAFFIC CONTROL AND DETOURS MUSTBE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD, INCLUDING LATEST FIELD MANUAL FORTEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN AND DETOUR PLAN TO CITY,COUNTY AND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITHAPPLICABLE PERMIT REQUIREMENTS. TRAFFIC CONTROL INCLUDES NECESSARY SIGNAGE AND MARKINGS FORSIDEWALKS, TRAILS, BOARDWALKS, ETC. CLOSURE. THIS MUST INCLUDE ADVANCED WARNING SIGNS ANDNECESSARY FENCING AND SIGNAGE TO PREVENT PEDESTRIANS FROM ACCESSING THE PROPOSED AREA.4.CONTRACTOR MUST SCHEDULE WORK IMPACTING TRAFFIC WITH THE CITY AND ENGINEER. CLOSURES ORDETOURS MUST BE ACCEPTED BY CITY PRIOR TO STARTING WORK.5.CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE ROADAUTHORITY.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF ANDDIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASHENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIORELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS.3.BUILDING LINES SHOWN ARE APPROXIMATE OUTSIDE LINES OF BUILDINGS AT GRADE, MAY NOT ACCOUNT FOREXTRUSIONS (I.E. BALCONIES, OVERHANGS, LIGHTING, ETC.) ABOVE GRADE, AND ARE BASED ON INFORMATIONPROVIDED TO STANTEC BY THE ARCHITECT. CONTRACTOR SHALL VERIFY FINAL BUILDING PLANS WITH ARCHITECT.4.CONTRACTOR AND SURVEYOR SHALL FIELD VERIFY THE BUILDING FOOTPRINT/OUTLINE AND OUTER MOSTEXTRUSIONS PRIOR TO CONSTRUCTION TO REVIEW POTENTIAL CONFLICTS WITH ADJACENT WORK, EXISTING SITEFEATURES, PROPERTY LINES, SETBACKS, ETC.5.EQUIPMENT PAD ELEVATIONS SHOWN ON GRADING PLAN. EQUIPMENT PAD STRUCTURAL/CONCRETE DESIGN BYOTHERS. COORDINATE WITH ARCHITECT.6.RETAINING WALL ELEVATIONS SHOWN ON GRADING PLAN. SEE ARCHITECTURAL/STRUCTURAL PLANS.7.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.3.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.4.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.5.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY.6.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY,COUNTY, STATE AND NDPES PERMIT REQUIREMENTS.7.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.8.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.9.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.10.CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.11.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.12.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.13.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.14.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.15.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.16.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.17.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.18.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY. REFER TO LANDSCAPE PLANS FOR FINAL GROUND COVER MATERIALS.19.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY ANDNDPES PERMIT REQUIREMENTS.20.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.21.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.22.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.23.CONTRACTOR SHALL PROVIDE/INSTALL DIVERSION DITCHES, SEDIMENT BASINS, AND OTHER EROSIONPROTECTION/SEDIMENT CONTROL MEASURES AS NECESSARY DURING INTERIM PROJECT CONDITIONS (NOTSHOWN ON PLANS) TO MANAGE/DIVERT STORM WATER AWAY FROM SITE FEATURES AND CONTROLEROSION/SEDIMENT. CONTRACTOR SHALL ADJUST MEASURES AS NECESSARY THROUGHOUT PROJECT PHASING.24.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.25.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.26.CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENT BASINS FOR COMMON DRAINAGE LOCATIONS THAT SERVEAN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME IF IT'S LOCATED WITHIN ONE MILE OF AN IMPAIREDWATER.27.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE.3.THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO QUANTIFY SOIL IMPORT OR EXPORT FOR THE SITE AND PERFORM THEIR OWN QUANTITYTAKEOFFS FROM THE DRAWINGS FOR BIDDING PURPOSES. SUITABLE OFFSITE IMPORT MATERIAL MAY BENECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE WITHGEOTECHNICAL ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FOR USE.EXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BE MOVEDAND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS.4.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENSURE NO PONDING IN PAVEDAREAS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF GRADING DISCREPANCIES ARE FOUND IN EXISTINGOR PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OFPONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA.5.EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOILAND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHERAREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL.6.CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE INACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY GEOTECHNICAL AND/OR ENVIRONMENTALENGINEER.7.CONTRACTOR IS RESPONSIBLE FOR MEETING GRADING/COMPACTION REQUIREMENTS OUTLINED IN THEGEOTECHNICAL REPORT AND SPECIFICATIONS FOR THE PROJECT.8.CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEER INWRITING IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINT SURVEY DATA.CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OF IMPROVEMENTS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR ISRESPONSIBLE FOR MAKING NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORYCOMPLIANCE (ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TO THE ENGINEERIN WRITING AT NO ADDITIONAL COST TO THE OWNER.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF CHANHASSEN,CEAM, AND MINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, ANDTESTING OF WATER AND SANITARY UTILITIES.2.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-0” COVER ON ALL SANITARY SEWER AND SERVICES, UNLESSOTHERWISE NOTED.A.PROVIDE INSULATION OVER SANITARY SEWER AND SERVICES WITH PROPOSED ELEVATIONS LESS THANMINIMUM BURY DEPTH PER PROJECT DETAILS.3.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 8'-6” COVER ON ALL WATERLINES, UNLESS OTHERWISE NOTED.PROVIDE HYDRANT EXTENSIONS AND GATE VALVE NUT EXTENSIONS IF WATERLINE IS DEEPER THAN MINIMUMCOVER.A.PROVIDE INSULATION OVER WATERMAIN AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUMBURY DEPTH PER PROJECT DETAILS.4.CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES.5.CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE) BETWEEN WATER LINES AND OTHER UTILITY LINE CROSSINGS. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.6.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE.7.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.8.CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER AND WATER MAINS, LATERALS, SERVICE PIPE ANDCONNECTIONS TO RISERS, CURB BOXES, MANHOLES, VALVES, HYDRANTS PER CITY REQUIREMENTS AND PROJECTDETAILS AND SPECIFICATIONS.9.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES(EXISTING AND PROPOSED), THE WATER LINE MUST INCLUDE ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE ASFAR FROM THE SEWER AS POSSIBLE AND SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUSTBLOCKING AS REQUIRED TO PROVIDE MINIMUM CLEARANCE.10.WATERMAINS AND SERVICES SHALL NOT HAVE ANY INTERMITTENT HIGH POINTS, EXCEPT AT HYDRANTS OR ASNOTED AT SPECIFIC LOCATIONS ON THE PLANS.11.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR ALL CONNECTIONS. PROVIDEAPPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE ASVERIFIED IN THE FIELD IN ACCORDANCE WITH CITY REQUIREMENTS.12.SANITARY SEWER AND WATER SERVICES ARE SHOWN TERMINATING AT THE BUILDING FOOTPRINT. VERIFY WITHMEP/PLUMBING PLANS/DESIGNER FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES), METERS, AND BUILDING UTILITY ENTRANCE LOCATIONS. PROVIDE A RISER PIPE ASNEEDED TO MATCH PLUMBING PIPING.13.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH AGENCY HAVING JURISDICTION REQUIREMENTS.14.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.15.PROVIDE METAL FENCE POSTS AT END OF WATER AND SANITARY PIPE STUBS, 4' ABOVE GRADE. WATER FENCEPOST SHALL BE PAINTED BLUE, SANITARY FENCE POST SHALL BE PAINTED GREEN.16.ANY EXISTING STRUCTURES (I.E. MANHOLES, VALVES, ETC.) WITHIN THE LIMITS OF DISTURBANCE SHALL HAVE RIMSADJUSTED TO MATCH PROPOSED GRADES, UNLESS NOTED OTHERWISE. ADJUSTMENTS SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS.17.UTILITY SERVICES ARE DESIGNED TO 5 FEET OF BUILDING FOOTPRINT. SEE MEP/PLUMBING PLANS FORCONTINUATION. VERIFY LOCATIONS AND INVERT ELEVATIONS WITH MEP/PLUMBING PLANS. PROVIDE A RISER PIPEAS NEEDED TO MATCH PLUMBING PIPING.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY, CEAM, AND MINNESOTA PLUMBING CODE(MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF STORM UTILITIES2.CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.3.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATEPIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD.4.CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, SECTION 719.6. RESILIENTRUBBER JOINTS MEETING ASTM C 923 MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION, SEEPROJECT DETAILS.5.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.6.CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLETFRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER.7.DRAINTILE/SUBSOIL DRAIN AROUND BUILDING PERIMETER NOT SHOWN ON CIVIL DRAWINGS. CONTRACTOR SHALLVERIFY IF DRAINTILE REQUIRED WITH ARCHITECT/STRUCTURAL/MEP AND COORDINATE CONNECTION TO STORMSYSTEM WITH ENGINEER.8.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH CITY SPECIFICATIONS.9.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROMCENTER OF STRUCTURE TO END OF FLARED END SECTION.10.PIPE SIZES SHOWN ON THE PLANS ARE INTERNAL PIPE DIAMETER.11.PROVIDE METAL FENCE POSTS AT END OF STORM SEWER PIPE STUBS, 4' ABOVE GRADE. STORM SEWER FENCEPOST SHALL BE PAINTED RED.1.UNTIL REVISION BLOCK STATES ISSUED FOR CONSTRUCTION, THE PLAN SET IS NOT CERTIFIED FORCONSTRUCTION AND CONTRACTOR IS BUILDING AT THEIR OWN RISK.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF DISCREPANCIES ORVARIATIONS FROM THE DRAWINGS.a.STANTEC DOES NOT GUARANTEE THE ADEQUACY, ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.3.CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (1-800-252-1166) A MINIMUM OF 48 HOURSIN ADVANCE (EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OFUNDERGROUND UTILITIES.4.CONTRACTOR SHALL ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCHAREAS AND MUST COORDINATE THE RELOCATION OR PROTECTION OF EXISTING UTILITIES, OR INSTALLATION OFNEW UTILITIES WITH UTILITY OWNERS THAT MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THECONSTRUCTION AREA BEFORE STARTING WORK. COSTS FOR SUCH WORK, INCLUDING EXTRA TIME AND EFFORTFOR PROVISIONS NECESSARY TO WORK AROUND OR UNDER UTILITIES, IS THE RESPONSIBILITY OF THECONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. FEES OR CHARGES WHICH ARE TO BE PAID TO THEUTILITY COMPANY, INCLUDING WORK THAT MUST BE PERFORMED BY THE UTILITY COMPANY, ARE AT NOADDITIONAL COST TO THE OWNER.5.QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK.6.WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONSAND CODES.7.CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS PERFORMING WORK AT OR NEAR THE SITE.8.CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUTCONSTRUCTION.9.CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIESTHROUGHOUT CONSTRUCTION.10.CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUTCONSTRUCTION (BOTH PIPED AND OVERLAND FLOW).11.CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER, CITY, AND ADJACENTPROPERTIES.12.CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICES FOR SMALL UTILITY INSTALLATION.13.CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALLRESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS.14.CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC.,UNLESS NOTED OR SHOWN OTHERWISE.15.CONTRACTOR SHALL PHOTO OR VIDEO DOCUMENT EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOININGCONSTRUCTION, SURFACES, AND SITE IMPROVEMENTS, ETC. TO REMAIN THAT MIGHT BE MISCONSTRUED ASDAMAGE CAUSED BY CONSTRUCTION OPERATIONS. SUBMIT TO ENGINEER AND OWNER BEFORE CONSTRUCTIONBEGINS. USE ADEQUATELY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS. INCLUDE PLANS AND NOTATIONS TOINDICATE SPECIFIC EXISTING DAMAGE CONDITIONS OF ITEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THEEXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THECONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.16.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES.17.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OF DISCREPANCIES ORCONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONSARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFY OWNER ANDENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER ANDENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.18.CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOSTCURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS,GEOTECHNICAL REPORT, SPECIAL CONDITIONS AND PROVISIONS, ETC.) AVAILABLE AT THE PROJECT SITE AT ALLTIMES.19.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORKPRACTICES, INCLUDING BUT NOT LIMITED TO PERSONNEL MONITORING, USE OF TRENCHING, SHEETING, ANDSHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OFPUBLIC DURING PROGRESS OF WORK.20.CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH PROVISIONS OF OSHA SAFETY ANDHEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE.21.CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONSAND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETYOF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THEPROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALLCONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTORTHAT WORK IS COMPLETE.22.HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND OTHER HAZARDOUSSUBSTANCES MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TOPREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TOPREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCAREGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS IMMEDIATELY UPONDETECTION.23.IF CONSTRUCTION IS ANTICIPATED TO OCCUR DURING COLD WEATHER, IN THE EVENT THAT SNOW/ICE REMOVAL ISREQUIRED FOR SITE ACCESS AND CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COORDINATE WITH OWNERFOR ACCEPTABLE SNOW/ICE STORAGE AREAS ONSITE. SNOW/ICE REMOVAL AND STORAGE IS INCIDENTAL TO THECONTRACT.24.CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS-BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND ISRESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIESFOR CERTIFICATION. ALL AS-BUILT DATA MUST BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYORWHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR IN ACCORDANCE WITH CITYSPECIFICATIONS.25.LAWS OR REQUIREMENTS OF PUBLIC AUTHORITY PRESCRIBE A HIGHER STANDARD/REQUIREMENT, THEN THEHIGHER STANDARD/REQUIREMENT PRESCRIBED SHALL SUPERSEDE THE PROVISIONS OF THIS DOCUMENT.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL MAINTAIN STREET AND TRAFFIC SIGNS AT ALL TIMES DURING CONSTRUCTION.3.SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY STANDARDS.1.CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE NOT TO BE REMOVED. INSTALL ORANGE MESH FENCING,4 FEET HIGH, WITH STAKES EVERY 10 FEET, 5 FEET OUTSIDE OF THE DRIP LINE OF PRESERVED TREES, OR AT THECONSTRUCTION LIMITS. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA THAT MAY HARM THE TREEAND COMPACT THE SOIL, INCLUDING EXCAVATION, STORING MATERIALS, PARKING AND TRAFFIC DURINGCONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THEROOT ZONE AS LITTLE AS POSSIBLE.2.TREE PROTECTION MEASURES/FENCING MUST BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION AND MUST BEREVIEWED BY OWNER AND ENGINEER BEFORE STARTING CONSTRUCTION.3.WHEN TREE ROOTS ARE ENCOUNTERED THAT MUST BE REMOVED, CONTRACTOR SHALL CUT ROOTS CLEANLY ASFAR FROM THE TREE AS POSSIBLE AND IMMEDIATELY WATER AND BACKFILL OVER THE ROOTS TO PREVENTDRYING.1.THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 HENNEPIN COUNTY COORDINATES SYSTEM US FOOT.2.THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88.C-002GENERAL NOTES BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEOWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALKCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. 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THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. 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THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. 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THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-004SEE SHEET C-006 C-005PHASE 2 NORTHWESTEXISTING CONDITIONSLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200980980 980980 980980980978979979 979981 981981 981981 982 982982982982982 982 983983983983983 983984984984984996996996 996 996 9969969969969969969 9 6 996996 © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-005C-006PHASE 2 NORTHEASTEXISTING CONDITIONS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHICSURVEY COMPELTED BY WSB, PROJECT NO. 023347-000.EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THECONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF DISCREPANCIES OR VARIATIONSFROM THE DRAWINGS.2.1.STANTEC DOES NOT GUARANTEE THE ADEQUACY,ACCURACY, AND COMPLETENESS OF WORK BY OTHERS.NOTESLEGENDLOT LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEF/OF/OEXISTING UNDERGROUND FIBER OPTIC LINEUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING TREE LINEEXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING BOLLARD/POSTEXISTING LIGHT POLEEXISTING HANDICAP PARKING SPACEEXISTING CLAY BRICK PAVERSEBEXISTING AUTO SPRINKLEREXISTING POST INDICATOR VALVEEXISTING TELEPHONE MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING ELECTRIC METEREXISTING TRANSFORMEREXISTING AIR CONDITIONEREXISTING ELECTRIC MANHOLEEXISTING GAS METER BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTWVWVWVWVWVWVWVWVWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALKCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-009SEE SHEET C-010SEE SHEET C-008( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-007OVERALL REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTES1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDINGLIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTWVWV21032969.76san INV E21034969.83san INV WCONCRETE SIDEWALK CLAYBRICKPAVERSCONCRETE PAVERSN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEBPHASE 2 CONSTRUCTION:REMOVE OR ABANDON, BULKHEADAND BLOW FULL OF SANDPHASE 1 CONSTRUCTION:REMOVE AND PROVIDE TEMPORARYREROUTE OR PUMPING SANITARYWASTE TO ALLOW FOR BUILDINGCONSTRUCTIONEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASEEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASE1.11.21.21.21.21.21.21.41.41.41.41.41.41.41.41.41.41.21.71.71.71.71.71.71.71.71.71.71.71.71.71.281.71.71.71.71.72.101.71.71.71.51.51.301.261.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.301.51.51.61.81.91.92.21.91.102.31.102.102.42.101.111.112.102.12.12.22.32.42.52.52.52.52.41.251.251.251.251.22.62.62.62.72.82.82.82.83.13.13.13.13.13.13.13.13.32.42.42.42.91.131.141.152.32.53.13.11.161.161.111.171.171.171.171.171.171.181.182.101.181.91.112.31.113.31.111.11.41.201.191.211.171.172.131.161.161.151.211.251.72.101.101.211.211.211.211.211.51.51.51.151.151.272.91.261.321.301.151.211.202.32.41.21.21.21.51.301.51.301.51.51.72.121.31.3RESET FRAME AND GRATEWITH PROPOSED CURB1.21.52.141.101.151.41.41.41.51.111.141.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 21.102.41.11.41.31.211.41.21.21.32.121.31.21.21.31.31.41.42.143.23.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION NOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERS( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-010 SEE SHEET C-009C-008PHASE 1 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANCONSTRUCTION LIMITS EXISTING BUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE PAVERS CONCRETE SURFACESTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVCLAYBRICKPAVERSCONCRETE PAVERSN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST838995.32842996.09elec ETRN EMTREB843995.91electric panel846995.53electric generatorEB1.5PHASE 2 CONSTRUCTION:REMOVE OR ABANDON, BULKHEADAND BLOW FULL OF SANDEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASEEXISTING CITY HALL TO BEDEMOLISHED UPONCOMPLETION OF NEW CITY HALLPRESERVE AND PROTECTEXISTING UTILITIESDURING FIRST PHASE1.11.11.11.21.21.21.21.21.21.41.41.41.41.41.41.41.41.41.41.41.21.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.71.281.71.71.71.71.71.51.51.51.51.301.261.51.51.51.51.51.51.51.51.51.51.51.51.51.301.51.51.81.92.21.91.102.42.101.111.112.102.12.12.42.42.52.52.52.41.251.21.21.21.22.62.62.62.62.72.82.82.82.83.23.13.13.13.13.13.13.13.13.32.42.42.91.152.53.13.11.111.171.171.171.171.171.171.91.112.31.113.31.111.201.191.211.171.172.131.161.161.221.231.151.41.11.11.211.251.72.101.101.211.51.51.211.51.51.51.151.151.272.91.261.291.311.321.321.321.322.111.301.151.211.201.21.21.51.301.51.301.51.51.72.121.3RESET FRAME AND GRATEWITH PROPOSED CURB1.21.151.41.41.51.111.141.31.18CONNECT TEMP CAPAFTER REMOVAL FORCONNECTION IN PHASE 21.102.41.41.41.51.91.111.31.31.331.213.21.32.121.31.21.31.31.41.41.21.21.21.22.63.22.143.2© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 REMOVALS AND PRECONSTURCTION EROSION CONTROL PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-008SEE SHEET C-010 C-009PHASE 2 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTING BUILDING EXISTINGBUILDINGBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACEWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. 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THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-009C-010PHASE 2 REMOVALS &PRECONSTRUCTIONEROSION CONTROLPLANNOTESKEYNOTES#1.CONSTRUCTION SITE SHALL HAVE STABILIZED CONSTRUCTIONENTRANCE AT ALL TIMES THROUGHOUT THE DURATION OF THEPROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.2.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USED FORTREE PROTECTION.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4.CLEAR AND GRUB AS NEEDED WITHIN GRADING LIMITS.5.THE CITY OF CHANHASSEN SHALL HAVE FIRST RIGHT OF REFUSAL TORETAIN ALL SITE FURNISHING, LIGHT POLES, CLAY PAVER (PALLETIZED),PUBLIC ART/SCULPTURES, ATHLETIC AND PARK EQUIPMENT.CONTRACTOR SALVAGED ITEMS TO BE RETAINED BY CITY SHALL BESTOCKPILED ON-SITE FOR CITY USE. COORDINATION WITH CITY ANDSALVAGING OF CITY OWNED ITEMS SHALL BE INCIDENTAL TO THEDEMOLITION COSTS. ITEMS NOT SELECTED FOR SALVAGE SHALLBECOME THE OWNERSHIP OF THE CONTRACTOR AND RELATED COSTSTO BE INCLUDED WITH THE CONTRACT.6.EXISTING SMALL UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY TO INSTALLPROPOSED IMPROVEMENTS. CONTRACTOR TO COORDINATE WITHUTILITY SERVICE PROVIDER AND ENSURE THAT DRY UTILITY SERVICELINES ARE PROTECTED THROUGHOUT CONSTRUCTION.LEGENDLOT LINEEASEMENT LINEPROPERTY BOUNDARYREMOVE STORM SEWERREMOVE SANITARY SEWERREMOVE WATERMAINREMOVE SANITARY MANHOLEREMOVE STORM SEWER MANHOLEREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENTREMOVE BUILDING1.REMOVAL ITEMS1.1.SAWCUT PAVEMENT1.2.REMOVE BITUMINOUS PAVEMENT1.3.REMOVE CONCRETE PAVEMENT1.4.REMOVE CURB AND GUTTER1.5.REMOVE TREES1.6.REMOVE AND RELOCATE EXISTING GAS MAIN - COORDINATEWITH GAS UTILITY COMPANY1.7.REMOVE LIGHT POLE FOOTING AND APPURTENANCES1.8.REMOVE BUILDING/STRUCTURE AND FOUNDATIONS1.9.REMOVE EXISTING WATER MAIN AND APPURTENANCES1.10.REMOVE EXISTING SANITARY SEWER AND STRUCTURES1.11.REMOVE EXISTING STORM SEWER AND STRUCTURES1.12.SALVAGE EXISTING SKATE PARK EQUIPMENT1.13.REMOVE EXISTING FLAG POLE1.14.REMOVE EXISTING TRANSFORMER AND UTILITY PEDESTAL1.15.REMOVE EXISTING RETAINING WALLS1.16.SALVAGE LANDSCAPE ROCK - SEE NOTE 5, THIS SHEET1.17.SALVAGE CLAY PAVERS - SEE NOTE 5, THIS SHEET1.18.REMOVE EXISTING ELECTRICAL UTILITIES AND APPURTENANCES1.19.REMOVE VALLEY GUTTER1.20.REMOVE EXISTING CONCRETE APRON1.21.REMOVE STAIRS - COORDINATE WITH STRUCTURAL ENGINEER1.22.REMOVE CONCRETE PAVEMENT AND BENCH1.23.REMOVE CONCRETE PAVEMENT AND PICNIC TABLE1.24.SALVAGE BIKE PARKING POST - SEE NOTE 5, THIS SHEET1.25.REMOVE CONCRETE PAVERS1.26.SALVAGE FLAG POLE1.27.REMOVE SIGN1.28.SALVAGE LIGHT POLE1.29.REMOVE MONUMENT1.30.REMOVE VEGETATION1.31.REMOVE FENCE1.32.SALVAGE WOODEN HOCKEY RINK DASHERBOARDS1.33.SALVAGE SKATE PARK RAILING AND FOOTING2.PROTECT ITEMS2.1.PROTECT BUILDING/STRUCTURE2.2.PROTECT EXISTING WATER MAIN AND APPURTENANCES2.3.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.4.PROTECT EXISTING STORM SEWER AND STRUCTURES2.5.PROTECT EXISTING SMALL UTILITIES AND STRUCTURES2.6.PROTECT EXISTING BITUMINOUS PAVEMENT2.7.PROTECT EXISTING CONCRETE PAVEMENT2.8.PROTECT EXISTING LIGHT POLE2.9.PROTECT EXISTING MONUMENT2.10.PROTECT AND PRESERVE EXISTING UTILITIES DURING PHASE 12.11.PROTECT TREE - SEE NOTE 2, THIS SHEET2.12.PROTECT EXISTING RETAINING WALL2.13.PROTECT EXISTING TRANSFORMER2.14.PROTECT EXISTING TREE3.EROSION CONTROL ITEMS3.1.INLET PROTECTION - SEE DETAIL 4/C-8033.2.SILT FENCE - SEE DETAIL 5300/C-8033.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-803LIMITS OF CONSTRUCTIONPHASE 2 REMOVALSSALVAGE CLAY PAVERSREMOVE CONCRETE PAVERSCONSTRUCTION LIMITS STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5R20'5'5.9'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103SEE SHEET C-104SEE SHEET C-102C-101OVERALL SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTSTSTSTSTSTWVWVWVSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)49.8786.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4ST6'26'26'9' (TYP.)26'26'6'12'12'12'14'14'26' 26'24'12' 13'18'(TYP.)8.8' 15'8' 30'6'5'6'6'12'12'12'14'6'20'10.7' 26' 10'6'7.5'21'5'5'6'XX X XXPROPOSED CITY HALLFFE 982.5XX1.21.21.21.21.21.21.21.41.221.221.41.21.51.51.51.51.51.51.201.51.52.31.61.61.61.61.61.61.141.22.96181492.102.102.102.102.102.102.112.31.21.22.112.112.11542.42.62.121.21.41.41.11.11.8.21.91.111.112.112.101.52.111.21.91.91.71.22.112.12.12.31.72.52.32.31.42.32.142.152.15R13'R56.2'R5'R5'R3.7'R8'R3.67'R3. 6 7 'R5'R5 ' R 3 . 6 7 'R3.67'R15'R 1 3 . 3 ' R 8 ' R 3 . 6 7 ' R 5 ' R 3 1 ' R 3 . 6 7 'R3.67'R206'R 5 5 ' R 6 0 'R15'R5'R8' R 5 ' R5'R5'R38.6'R41.9'R17 ' R36'R41.5'R5'R15'R5'R10'R27'R242.6'R3'R5'R5'R595.6'R10'R1 0 ' R 1 0 'R10'R196.1'R38.6'R275.9'R234.6'R 1 0 'R15.5'R194'R97'R61.4'R97'R21.9'R49.4'R10'R 1 0 ' R 3 . 6 7 '9'(TYP.)3.6'18'(TYP.)9' (TYP.)18'(TYP.)28'28' 17.8'6'9' (TYP.)9'(TYP.)18' (TYP.) 8.6' 18' (TYP.)9'(TYP.)2.9'1.21.51.61.41.12.162.172.32.3R20'5'1.8.31.21.21.51.51.61.41.51.51.51.41.4R8'R 8 ' R 8 'R8'1.71.201.201.201.11.11.11.11.11.11.11.11.11.1R3 . 6 7 'R8'1.191.51.201.221.221.221.201.211.211.211.211.52.182.181.31.21.171.171.131.131.131.131.71.71.181.51.121.151.151.8.1R 5 ' 8'6'6'8'1.22.32.111.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103SEE SHEET C-104 C-102PHASE 1 SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020 STSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST26'26'9' (TYP.) 8' 121'91.7'112.2'12'12'6'8'26'26'6'14'14'26' 26'24'12' 13'18'(TYP.)15'8' 30'6'5'6'6'12'12'12'10'14'12'6'20'10.7' 26' 10'7.5'21'15'8'5'5'6'XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX1.21.21.21.21.21.21.22.71.41.221.221.41.21.51.51.51.51.51.51.201.51.51.52.32.41.61.61.61.61.61.61.61.141.211216181492.102.102.102.32.42.32.31.21.22.112.42.4542.42.62.121.21.21.41.41.11.11.8.21.92.131.111.112.112.101.52.111.21.91.91.71.22.112.12.12.31.72.51.42.32.4R13'R56.2'R5'R5'R3.7'R8'R3.67'R3. 6 7 'R5'R5 ' R 3 . 6 7 'R3.67'R15'R 1 3 . 3 ' R 8 'R3.67'R 3 . 6 7 ' R 5 ' R 3 . 6 7 ' R 3 1 ' R 3 . 6 7 'R3.67'R206'R 5 5 ' R 6 0 'R15'R5'R8' R5 'R5'R200'R188'R315' R300'R299.1'R5'R 5 ' R 5 ' R5'R5'R38.6'R41.9'R17 ' R5'R5'R5'R15'R5'R324.4'R282.7'R10'R1 0 ' R 1 0 'R10'R196.1'R38.6'R275.9'R 1 0 'R15.5'R194'R97'R61.4'R97'R21.9'R49.4'R10'R 1 0 ' R 3 . 6 7 ' R292'9'(TYP.)18'18'(TYP.)9' (TYP.)18'(TYP.)28'28' 17.8'6'9' (TYP.)9'(TYP.)18' (TYP.) 8.6' 18' (TYP.)9'(TYP.)1.51.61.41.11.12.161.51.52.172.32.3R20'5'1.8.31.21.51.51.61.41.51.51.41.4R8'R 8 ' R 8 'R8'1.71.11.11.11.15.9'R3 . 6 7 'R8'1.51.201.211.211.211.211.51.41.41.212.192.182.181.31.21.171.171.131.131.131.51.121.151.151.8.1R 5 ' 8'6'6'8'1.22.32.112.111.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONSEE SHEET C-102SEE SHEET C-104 C-103PHASE 2 NORTHWESTSITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020 WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 2501252009'(TYP.)26'26'9'(TYP.) 6' 8'69'121'91.7'112.2'12'12'26'26'6'14'14'26'26'24'26' 12'13'18'(TYP.)18' (TYP.) 18' (TYP.)18'(TYP.)14'6'12'6'12'6'20'10.7'26'10'7.5'21'15'8'5'6'8' X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX1.21.22.71.41.221.221.42.21.21.221.51.51.51.51.51.51.201.51.51.51.51.51.52.42.41.61.61.61.61.61.61.61.61.141.21121106181492.102.102.102.42.41.22.42.4541.21.11.61.11.8.21.92.132.112.101.52.111.21.91.91.71.22.31.72.51.42.31.22.42.4R3.7'R8'R3.67'R3.67'R5'R5'R3.67'R3.67'R3.67'R3.67'R5'R3.67'R5'R 1 0 ' R 5 ' R31'R3.67'R3.67'R5'R5'R200'R188'R300'R17'R3 . 6 7 'R3.67'R 2 0 'R5'R15'R5'R10'R10'R10'R196.1'R38.6'R275.9'R10'R10'R10'R3.67'R292'9'(TYP.)18'18'(TYP.)9'(TYP.)18'(TYP.)9'(TYP.)9'(TYP.)18'(TYP.)8.6'18'(TYP.)9'(TYP.)9' (TYP.)2.172.3R8'R8'R8'R8'1.22R3.67'R8'1.51.201.211.211.211.211.51.51.211.211.141.161.141.161.171.171.131.131.131.151.151.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTES#XXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 5214/C-8021.3.CONCRETE PAVEMENT - SEE DETAIL 1/C-8031.4.BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8031.5.B612 CURB AND GUTTER - SEE DETAIL 5203/C-8021.6.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 3/C-8031.7.CROSS WALK (TYP.) - SEE DETAIL 3/C-8031.8.TRENCH DRAIN - SEE DETAIL 1/C-8041.8.1.TRENCH DRAIN 1 - SEE DETAIL 1/C-8041.8.2.TRENCH DRAIN 2 - SEE DETAIL 2/C-8041.8.3.TRENCH DRAIN 3 - SEE DETAIL 3/C-8041.9.CONCRETE DRIVEWAY APRON - SEE DETAIL PLATE NO. 5207, SHEETC-8021.10.CONCRETE VALLEY GUTTER - SEE DETAIL PLATE NO. 5206, SHEETC-8021.11.SURMOUNTABLE CURB AND GUTTER - SEE DETAIL PLATE NO.5203/C-8021.12.B612 TIP OUT CURB AND GUTTER - SEE DETAIL 7/C-8031.13.CURB RAMPS - SEE STANDARD PLATES 5-297.250 SHEET 1-4/C-805AND SHEET 5,6/C-8061.14.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -SEE DETAILS 3/C-803 AND 1,2,3,4/C-8061.15.ADA ACCESSIBLE AISLE WITH SIGN - SEE DETAILS 3/C-803 AND1,3,4/C-8061.16.ADA ACCESSIBLE AISLE WITHOUT SIGN - SEE DETAILS 3/C-803 AND3/C-8061.17.BOLLARD - SEE DETAIL 6/C-8031.18.PAINTED PAVEMENT MARKINGS - SEE DETAIL 3/C-8031.19.PAINTED STOP BAR - SEE DETAIL 3/C-8031.20.B618 CURB AND GUTTER - SEE DETAIL PLATE NO. 5203/C-8021.21.CURB TRANSITION1.22.MATCH EXISTING PAVEMENT SECTION - PER CITY STANDARDS2.DESIGN BY OTHERS - SEE NOTE 32.1.PLAYGROUND - SEE LANDSCAPE PLANS2.2.PICKLEBALL COURT - SEE LANDSCAPE PLANS2.3.STAIRS - SEE ARCHITECTURAL/STRUCTURAL PLANS2.4.CHAIN LINK FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.5.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.6.STAGE - SEE ARCHITECTURAL/STRUCTURAL PLANS2.7.SKATE PARK - SEE LANDSCAPE PLANS2.8.NOT USED2.9.TRANSFORMER - SEE ARCHITECTURAL/STRUCTURAL PLANS2.10.DOOR LOCATION - SEE ARCHITECTURAL/STRUCTURAL PLANS2.11.RETAINING WALL - SEE ARCHITECTURAL/STRUCTURAL PLANS - SEELANDSCAPE PLANS FOR RAILING DETAILS, SEE STRUCTURAL FORWALL DETAILS2.12.EXISTING VETERANS MEMORIAL2.13.DRINKING FOUNTAIN - SEE ARCHITECTURAL/STRUCTURAL PLANS2.14.PROPOSED MONUMENT - SEE ARCHITECTURAL/STRUCTURAL PLANS2.15.CONCRETE PAVEMENT AND FLAG POLE - SEEARCHITECTURAL/STRUCTURAL PLANS2.16.EXISTING RETAINING WALL2.17.GENERATOR - SEE ELECTRICAL2.18.PEDESTRIAN CROSS WALK WARNING SIGN - SEE ELECTRICAL2.19.SEATING/BENCH - SEE ARCHITECTURAL/STRUCTURAL PLANSMATCH EXISTING PAVEMENT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-103C-104PHASE 2 NORTHEASTSITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020 STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5IIIIIII I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSEXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTES( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-201OVERALLPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-203SEE SHEET C-204SEE SHEET C-202EROSION CONTROL BLANKETPERMANENT STABILIZATION EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX975980985973973 974976977978 97998198298398498697597 5 975 975975975 974974 974974 974 974 99098098098098599098198298398498698798898999199199199299299299397 5 9809749 7 6 97797897 9 981IIIIIII IIIIIIII I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►11111111311111111111555555555555555555555544454111111166647117777666985982983984986975980985976977978979981982983984986987988989992980985990976977978979981982982982 983984986987988989991980 981982983990 991 981982983 984978978978978979975974976977978 975777777222►►►►►►►►►►►►4555555555411.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-202PHASE 1POST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-204 SEE SHEET C-203►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX996 996996975980985990974976977978 9799819829839849869879889899919 9 6 9 9 5 99098098098098599099598198298398498698798898999199199199299299299399399399498097 9 981IIIIIII IIIIIIII I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►11111131111111111115555555555555555555554454445111111116677776662669859829839849869809859799819829839849869879889899929959949859909 9 5982982982983984986987988989991992993994980981982983990 991 981982983 98499098999199299399 4 995991992993994 99697897897897897997597497697797877 7772222►►►►►►►►►►►►►►45555551C-203PHASE 2 NORTHWESTPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-202SEE SHEET C-204 1.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX985985985990990995 9 9 5983984986987 987 98798898 89899899919919929929939 9 39949 9 4 98 5 990990 990 995 9839 8 4 98 6 98798 8 98 9 991 992 993 9 9 4 995 997997997990991991991980979 981I IIIII I I I I I I I ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►221213111111115555555555555554544111117985982983984986980985979981982983984986987988989992993995 994 995 996995994990 995989991992993994 9 9 6 9 9 7 9 9 772555 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-204PHASE 2 NORTHEASTPOST-CONSTRUCTIONSTABILIZATION PLAN© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST CONSTRUCTION STABILIZATION PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION SEE SHEET C-2031.INLET PROTECTION - SEE DETAIL 4/C-8032.SILT FENCE - SEE DETAIL 5300/C-8033.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 5301/C-8034.EROSION CONTROL BLANKET - SEE DETAIL 5/C-8035.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN6.TREE PROTECTION - SEE DETAIL 6/C-8067.BIOROLL - SEE DETAIL 5/C-806KEYNOTES#►►►►LEGENDLEGENDPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINSTORM SEWERLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.NOTESEROSION CONTROL BLANKETPERMANENT STABILIZATION SOIL MAPIN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATERASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINEDUNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. MICHAELHIMMERICH CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31, 2027.THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTIONDRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTEDWHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURINGCONSTRUCTIONNOTE: QUANTITIES ON PLAN SUPERCEDES LISTQUANTITIES IN A DISCREPANCYSWPPP DOCUMENTSINSPECTIONSIMPAIRED WATERS, SPECIAL WATERS, AND WETLANDSESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULECERTIFICATIONPROJECT NAME: CHANHASSEN CIVIC CAMPUSPROJECT LOCATION: 7700 MARKET BOULEVARD, CHANHASSEN, MN 55424PROJECT TYPE: CITY CENTER WITH AN ASSOCIATED SURFACE PARKING LOT, OUTDOOR FACILITIES, STORM SEWERNETWORK, AND UTILITIES.TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 6.08 ACRES. THE TOTAL SITE AREA ISAPPROXIMATELY 9.40 ACRES.ESTIMATED CONSTRUCTION DATES: SPRING 2024 - FALL 2025CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS:THE PROPOSED PROJECT RESULTS IN A ±0.07 ACRE NET DECREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OFDISTURBANCE. INCLUDE ANY INFORMATION ABOUT FUTURE EXPANSION IMPERVIOUS HERE.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RILEY CREEK, WHICH IS LISTED AS AN IMPAIRED WATERFOR AQUATIC CONSUMPTION AND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THEWATERBODY FOR MERCURY IN FISH TISSUE AND NUTRIENTS.THE SITE ULTIMATELY DRAINS TO, BUT IS WITHIN 1 MILE OF, RICE MARSH LAKE, WHICH IS LISTED AS AN IMPAIREDWATER FOR AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR NUTRIENTS.THE SITE IS WITHIN 1 MILE OF LOTUS LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTION,AQUATIC LIFE, AND AQUATIC RECREATION.THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FORMERCURY IN FISH TISSUE AND NUTRIENTS.THE SITE IS WITHIN 1 MILE OF SUSAN LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTIONAND AQUATIC RECREATION. THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR MERCURY IN FISHTISSUE AND NUTRIENTS.THE SITE IS WITHIN 1 MILE OF ANN LAKE WHICH IS LISTED AS AN IMPAIRED WATER FOR AQUATIC CONSUMPTION.THERE ARE CURRENT APPROVED TMDLS FOR THE WATERBODY FOR MERCURY IN FISH TISSUE.THE PERMANENT STORMWATER SYSTEM WILL CONSIST OF AN UNDERGROUND STORMWATER SYSTEM BENEATH APARKING LOT. THE STORMWATER DISCHARGES SOUTH AND CONNECTS TO THE EXISTING CITY OF CHANHASSENSTORM SEWER SYSTEM. THE STORMWATER ULTIMATELY DISCHARGES TO RILEY CREEK SOUTH OF THE SITE.PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): CITY OF CHANHASSENCONTACT: CHARLES HOWLEYCONTACT PHONE: 952-227-1169CONTACT EMAIL: TBDPARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): TBDCONTRACTOR: TBDCONTRACTOR PHONE: TBDCONTRACTOR EMAIL: TBDCONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FORINCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY INEFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL).CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMITFOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THEINFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT.THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALLBE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BYTHE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERALPERMIT.CHANHASSEN CIVIL CAMPUS CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED JANUARY 2023CHANHASSEN CIVIL CAMPUS STORMWATER MANAGEMENT PLAN BY STANTEC DATED JANUARY 2023RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BEKEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BYREFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNERMUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOTICE OF TERMINATION:1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT;2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION;3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE.INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTOTHIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILLMAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT.INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.1.THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT.TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP.INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, ANDINFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTEDAS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED ASIDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OFTHE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSOATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THECONSTRUCTION PROJECT.AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION:-RECORD DATE AND TIME OF INSPECTION.-RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION.-INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION.-INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS.-INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES.-INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS.-RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS.-RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP.-RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS.-INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS.THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATESSHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION,MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING,GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION.THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCYSITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIREDEROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTIONENTRANCE, SILT FENCE, EROSION CONTROL BLANKET) SHOWN ON THE CONSTRUCTION DRAWINGS WILL BEINSTALLED AT THE SITE.ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 7 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIODEXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY.EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET,SEED) OR PERMANENT COVER YEAR ROUND.CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATERFROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEETFROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUSTBE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITHTEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION:BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE.2.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS.3.PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS.4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS.5.PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE.6.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7.BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONALINFORMATION.8.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.9.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).10.PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS.11.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BEINACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENTCONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS:1.INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LANDDISTURBING ACTIVITIES.2.SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES.3.VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMEDIF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENTMUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PERTHE PERMIT.4.STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKEDOFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES AREINSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENTAREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATERWILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLYCLEANED.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:-IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALLSEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVESTANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURSOF DETECTION OR NOTIFICATION.-IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE ORADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION.-IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALLIDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONALEROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES.-IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISEMANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTORSHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HASOCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ANDCORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORSOLID WASTE:SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASHONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.HAZARDOUS MATERIALS:HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCEMUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS.CONSTRUCTION EQUIPMENT/VEHICLES:EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OFTHE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING ISALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BETAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCTFUELING IN A CONTAINED AREA UNLESS INFEASIBLE.CONCRETE WASHOUT AREA:CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FORCONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLIDWASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THEGROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUTOPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITHMPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITEPERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES.CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEENDETERMINED.FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTSOR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.SANITARY WASTE MUST BE DISPOSED OF PROPERLY.POLLUTION PREVENTION MEASURESPROJECT INFORMATIONEROSION AND SEDIMENT CONTROLIMPAIRED WATERS MAPGENERAL SWPPP NOTESDEWATERING IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THEEVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTSFOR DEWATERING.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TOINCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PERSECTION 6.1 OF THE PERMIT.THE PROJECT WILL NOT DISTURB MORE THAN 10 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION,THEREFORE A TEMPORARY SEDIMENT BASIN WILL NOT BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THECONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE TEMPORARY SEDIMENTATION BASINS, IFTHEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR, SHALL ACCOMMODATE NO LESS THAN 3,600CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BE DESIGNEDTO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THE DISCHARGE OFFLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BE DESIGNED TOPREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL.FINAL STABILIZATION:ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVERACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THERESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS(SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BECLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OFTERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION.THIS PROJECT IS LOCATED WITHIN ONE MILE OF, AND ULTIMATELY DISCHARGES TO, AN IMPAIRED WATER. RILEYPURGATORY BLUFF CREEK IS LOCATED SOUTH OF THE PROJECT LOCATION AND IS LISTED AS IMPAIRED FOR AQUATICCONSUMPTION AND AQUATIC RECREATION.. DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OFSECTION 23.1 OF THE PERMIT AS INCORPORATED INTO THIS SWPPP DOCUMENT.THE PROJECT SITE DISCHARGES TO AN UNDERGROUND STORMWATER SYSTEM FOR STORMWATER MANAGEMENTPRIOR TO THE ULTIMATE DISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS.SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA.© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-202 SWPPP.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-205SWPPPC:\Users\hlorsung\Documents\Signatures\Himmerich-M.jpg STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII I IIIICITY HALLFFE: 982.5PARK PAVILLIONFFE: 989►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-301OVERALL GRADINGPLANSEE SHEET C-303SEE SHEET C-304SEE SHEET C-302 STSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►RIM:75.86►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIII I I IIIIIIII975980985 990974976977978979981982983984986987988989985 990990 990986987988989 991991 991 9929929929 8 0 980 976976 977977 978 9 7 9 979 981 981 9 8 5990995 9959829 8 3 9849 8 6 9 8 7988989991992993994 981982982982982 982985990990982983984986987988989989989975980971972973974976977978979981 982 982 980975974976977 97897697797897 4 9709709759759759809809 8 0 9859909719719729729739739749749769769769779779 7 7 9789789789799799 7 9 9 8 1 98 2 983984986986986987988989991992992992 985981 9 8 2982 982983984986987988980979 98198097697797897998198 5 9 9 0 9 8 2 9 8 3 984 98 6 9 8 7 9 8 8 9 8 9 991 992 990990989989 989991990991992993994CITY HALLFFE: 982.5PARK PAVILLIONFFE: 989RIM:74.77►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4. 8 % 4.3%1.6%3.3%1.7%1.8%7.6%3.4%???7.3%1.7%2.2%4.5%2.2%5.7%2.9%2.8 %1.1%2.4 %FG:82.50FG:82.50FG:82.50FG:82.50FG:82.45FG:73.88TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50RIM:88.28FG:88.82FG:91.791.7% 13.2 % 2.5 % 3:1 2.3 % 1.8 % 4. 1 % 4.6% 3. 9 %1.5%1.8%1. 9 %8.8%4. 5 %3.0%2.3%2.9% 4.1%4.9% 4 . 9%3.2%4. 3 %2.8%0.5%1.7%1.8%3.0%1.5%0 . 8% 1. 2 % 1.7% 1.9% 4.1% 4. 0 %4.9%1. 5 % 4.7%4.7% 4.8% 1.9% 1.4% 4.0%7.9%FG:77.50BW:79.15BW:79.15FG:81.71FG:75.41FG:91.10FG:79.66PARK STAGEFFE:990.50FG:89.00FG:89.00FG:89.00FG:88.67FG:85.701.7%ME:80.70ME:80.92ME:81.09ME:81.49ME:81.51FG:75.48FG:75.31ME:75.70ME:78.00ME:79.51ME:73.00ME:73.49ME:72.75ME:73.75ME:88.32ME:89.77ME:92.23ME:92.41ME:83.50FG:81.58ME:81.49ME:81.11ME:81.510.9 %3.6%1.8%1.4%FG:81.46FG:81.56FG:81.41FG:82.01FG:81.76FG:81.69BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11BW:74.46TW:74.53BW:75.48TW:82.40BW:77.23TW:82.28TW:82.36BW:80.71FG:77.1 7 ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:77.50FG:75.98FG:75.71FG:74.53FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.19FG:82.13FG:82.46FG:83.33FG:83.22FG:82.34FG:82.04FG:81.97FG:81.88FG:81.92FG:82.11FG:82.22FG:82.21FG:81.87FG:82.01FL:81.12FL:80.66FL:80.02FL:79.41FL:77.97FL:76.68FL:75.21FL:73.96FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:78.63FG:79.00FG:78.74FG:77.24FG:77.05FG:77.42FG:78.6 7 FG:77.0 2 FG:74.5 3 FG:78.9 5 FG:82.4 5 FG:89.00FG:89.00FG:89.00FG:89.00FG:89.00FG:88.83FG:88.76FG:88.89FG:85.89RIM:89.50FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.86FL:92.10FL:79.85TC:80.35FG:80.54FG:80.442.6%►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IFL:78.87FL:78.98FL:78.23FL:78.40FL:78.22FL:78.15FL:78.01FL:77.96978FL:79.09FL:79.58FL:79.08FL:78.70FL:78.29FL:77.70FL:77.66FL:78.40RIM:79.47RIM:88.79RIM:82.84RIM:82.62RIM:80.71RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:74.35RIM:76.43RIM:76.74RIM:81.02RIM:81.10FG:81.69RIM:81.76RIM:82.04RIM:89.19RIM:80.39RIM:79.36RIM:74.48RIM:74.30RIM:86.02RIM:86.36RIM:82.13RIM:82.12RIM:74.379:1BW:71.00BW:71.00BW:71.00RIM:76.35FL:73.62FL:91.74FG:91.80FG:91.78►►►►►►►►►►►►►►FG:89.23FG:88.87FG:88.81FG:88.98FG:88.93FG:88.73FG:88.87FG:88.87FG:89.00FG:89.08RIM:89.00© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-302PHASE 1 GRADING PLANSEE SHEET C-304 SEE SHEET C-303 STSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIII I I I I I IIIIIIII980985 990979981982983984986987988989985 990990 990 995995 986987988989 991991 991 991 992992992992993993994994 9 8 0 980 978 9 7 9 979 981 981 9759809859909749769779789799819829839849869879889899919 8 5990995 99599599599 5 9829 8 3 9849 8 6 9 8 7988989991992993994 9969969 9 6 981992993994985990990990995982983984986987988989989989991992993994975980971972973974976977978979981 982 982 980975976977 9789709709759759809809 8 0 9859909719719729729739739749749769769779779789789799799 8 1 98 2 983984986986986987988989991992992992 993985981 9 8 2982 982983984986987988980979 98198 5 9 9 0 9 8 2 9 8 3 984 98 6 9 8 7 9 8 8 9 8 9 991 992 9909959919929939949909 9 5 989989 989991992993994990991992CITY HALLFFE: 982.5PARK PAVILLIONFFE: 989►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4. 8 % 4.3%1.6%3.3%3.4%7.3%1.7%2.2%4.5%2.2%5.7%2.9%1.8%4.1%6.3%1.1%2.4 %FG:82.50FG:82.50TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50RIM:88.28FG:88.82FG:91.794.3% 1.8% 5.0% 1.7% 13.2 %1.7%2.5 % 3:1 2.3 % 1.8 % 4. 1 % 4.6% 3.9 %1.5%1.8%1. 9 %8.8%4. 5 %3.0%2.8%0.5%1.7%3.0%1.5%0 . 8% 1. 2 % 1.7% 1.9% 4.1% 4. 0 %4.9%1. 5 % 4.7%4.7% 4.8% 1.9% 1.4% 1.3% 4.0%7.9%BW:79.15BW:79.15FG:91.10FG:79.66PARK STAGEFFE:990.50FG:89.00FG:89.00FG:89.00FG:89.58FG:95.20FG:94.20FG:88.67FG:85.701. 7 %ME:95.14ME:91.56ME:91.12ME:95.92ME:96.61ME:95.63ME:95.24ME:94.86ME:96.66ME:80.70ME:80.92ME:81.09ME:81.49ME:81.51ME:78.00ME:79.51ME:88.32ME:89.77ME:92.23ME:92.41ME:96.99ME:97.21ME:95.35ME:95.25ME:83.50FG:81.58ME:81.49ME:81.11ME:81.510.9 %3.6%1.8%1.4%FG:81.46FG:81.56FG:81.41FG:82.01FG:81.76FG:81.69BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.19FG:82.13FG:82.46FG:83.33FG:83.22FG:82.34FG:82.04FG:81.97FG:81.88FG:81.92FG:82.11FG:82.22FG:82.21FL:81.12FL:80.66FL:80.02FL:79.41FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:89.00FG:89.00FG:89.00FG:89.00FG:89.00FG:88.83FG:89.45FG:89.40FG:89.13FG:88.76FG:89.54FG:89.41FG:88.89FG:85.89FG:93.05FG:93.02RIM:92.88RIM:89.30RIM:89.50FL:93.58FL:93.17FL:92.89FL:93.59FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.86FL:92.10FL:79.85TC:80.35FG:80.54FG:80.442.6%►►►►►►►►►►►►IIIIIIIIII I I I I I I I I I I IFL:78.87FL:78.98FL:78.23FL:78.40FL:78.22FL:78.15FL:78.01FL:77.96978FL:79.09FL:79.58FL:79.08FL:78.70FL:78.29FL:77.70FL:77.66FL:78.40RIM:79.47RIM:88.79RIM:82.84RIM:82.62RIM:80.71RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:81.02RIM:81.10FG:81.69RIM:81.76RIM:82.04RIM:89.19RIM:80.39RIM:86.02RIM:86.36RIM:82.13RIM:82.12RIM:93.51RIM:93.439:1BW:71.00BW:71.00BW:71.00FG:94.45FG:95.45FG:95.45FG:94.14FG:94.61FG:94.90FG:93.60FG:94.95FL:91.74FG:91.80FG:91.78FG:94.45FG:94.45FG:94.32►►►►►►►►►►►►►►FG:89.23FG:88.87FG:88.81FG:88.98FG:88.93FG:88.73FG:88.87FG:89.26FG:89.21FG:88.87FG:89.00FG:89.08RIM:89.00© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-303PHASE 2 NORTHWESTGRADING PLANSEE SHEET C-302SEE SHEET C-304 WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I ►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIII I I I I I I980985 985990990979981982983983984984986986987987988988989989 991991990 9 9 5 987988 9 8 9 991 992 993 99 4996 996997997997997997997 990 99 5 987 987988989 991 992 9 9 3 9 9 4 980979 981 985990990981982982982982982983984986987988989991 991975980971972973974976977978979981982 970970975975980980980 985990995995995971971972972973973974974976976977977978978979979981982983984986986986987988989991992992992993994 996996 995994996985981 982982 982983984986987988990995991992993994 995996 997997995 994990991992993994CITY HALLFFE: 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4.8%4.3%1.6%3.3%1.8%4.1% 2.8 %2.0%2.4%FG:82.50FG:82.50TW:81.40FG:82.50FG:82.50FG:82.50FG:82.50FG:82.50FG:82.505.0%1.7%13.2%1.7%2.5%3:12.3%1.8%4.1%4.6%3.9%1.5%1.8%1.9%8.8%4.5%3.0%2.8%3.0%1.5%0.8%1.0%1.0%1.0%1.0%1.5%3 . 2%3.3% 1.2 % 1.8% 2. 5 % 4.0%7.9%BW:79.15BW:79.15FG:94.20ME:95.63ME:95.24ME:90.52ME:90.46ME:95.91ME:94.86ME:95.25ME:93.36ME:95.32FL:95.90FL:96.08ME:88.32ME:89.77ME:95.35ME:95.25ME:95.43ME:95.35ME:83.50BW:80.60TW:80.60BW:80.26TW:80.26TW:82.42BW:79.30TW:80.42BW:79.60FG:82.42FG:80.42TW:82.50BW:79.50TW:81.11ME:91.38ME:89.38TW:80.25TW:80.13TW:80.45FG:82.50BW:79.07BW:79.07TW:82.50FL:81.84FL:82.08FL:81.04FL:81.69FL:81.21FL:81.47FL:81.81FL:82.25FL:82.03FL:82.46FL:82.06FL:82.39FL:82.45FL:85.21FL:85.74FL:85.47FL:86.27FL:85.43FL:86.02FL:86.81FL:86.62FL:86.54FL:86.81FL:88.87FL:89.03FL:85.48FL:86.16FL:86.09FL:88.34FL:88.50FL:86.06FL:85.86FL:85.90FL:81.42FL:82.85FL:82.91FL:81.25FL:81.19FG:82.46FG:82.22FL:81.12FL:80.66FL:80.02FL:79.41FL:80.19FG:82.43FL:81.84TC:81.84TC:82.34FG:81.93TC:81.21TC:81.95FG:81.27FL:81.40FG:80.00FG:80.13FG:79.74FG:79.63FL:78.98FG:80.01FG:89.54FG:89.41FG:88.89FG:85.89FG:93.05FG:93.02RIM:92.88RIM:89.30RIM:89.50FL:93.58FL:93.17FL:92.89FL:93.59FL:93.65FL:92.26FL:92.06FL:91.57RIM:91.16FL:91.45FL:91.69FL:91.72FL:91.77FL:93.06FL:93.35FL:93.76FL:91.66FL:91.87FL:91.95FL:90.80FL:89.54FL:91.42FL:91.86FL:92.10FG:93.44FL:93.72FL:93.66FL:93.62FL:93.60FL:94.57FG:93.44FG:93.44FG:93.44FL:79.85TC:80.35FG:80.54FG:80.442.6%►►RIM:91.75RIM:80.83RIM:80.42RIM:81.23RIM:78.95RIM:81.10FG:81.69RIM:81.76RIM:86.02RIM:82.12RIM:95.49RIM:93.51RIM:93.439:1BW:71.00BW:71.00BW:71.00FG:94.45FG:95.45FG:95.45FG:94.14FG:94.61FG:94.90FG:93.60FG:94.95FL:91.74FG:91.80FG:91.78FG:94.45FG:95.28FG:95.28FG:95.28FG:94.45FG:94.32FG:94.86FG:94.86FL:93.24ME:95.39FG:88.98FG:88.93© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESLEGENDPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING STORM SEWEREXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLET►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING SANITARY MANHOLEEXISTING SANITARY SEWEREXISTING WATERMAINEXISTING HYDRANTEXISTING WATER VALVEWVDYHDRAINTILE►►SANITARY SEWERIIWATERMAINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVECURB STOPSURFACE SLOPE (H:V) & FLOW DIRECTIONSTORM CLEANOUT3.0:11.00%REDUCER( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-304PHASE 2 NORTHEASTGRADING PLANSEE SHEET C-303 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWV864.98 WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►IIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►III►►►►►►►►►►►►►►►►►►►►►►►►►►I I IIII►►►►►►►►►►►►►►►►0+001+00 2+003+004+005+006+006+74 ►►►►►►IIIIIIIIIII0+001+002+003 + 0 0 3+160 + 0 0 1+00 2+00 3+00 4+00 4+31►►►►IIIIIIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCER( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040C-401OVERALL UTILITY PLANSEE SHEET C-403SEE SHEET C-404SEE SHEET C-402 EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►6" 45° BEND►►►►►►►►►►►IIIIIII I1.5" CORPORATION6"X4" TEE1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII4" GV6" GV8"X4" TEE8"X6" TEE8"X6" TEE8"X6" TEE8" GV8"X6" REDUCER9809809859859909 9 0 9 9 5 9 9 5 976976 977977 97 8 9799819 8 1 9829 8 2 9839839849849869869879 8 79889 8 89899 8 9 9919919919 9 19929929929 9 3 9 9 4975975 9 7 5 975980 985990974974 974974 9 7 4974 974 976 976 9 7 6976 976 976 976 976 9769779 7 8 97 9 98 1 98 2 9839849869 8 7 9 8 8 989975973 973974 9769779789799759809859909 9 0 990971972973974976977978979981982983983983984986986986987988989991980976977978979 981 9829859909909819 8 2 983984986987988989989980 979 985990 984986987988989991 992978976977►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I IIIIIIII6" GV6" 45° BEND4" GV8" 45° BEND8" 45° BENDCURB STOP AND BOXSAN MH 4RIM=982.046" INV IN=972.11 (NW)6" INV OUT=972.01 (S)SAN MH 7RIM=974.778" INV IN=962.54 (N)8" INV OUT=962.44 (W)SAN MH 8CONNECT TO EXISTING SANITARYPIPE WITH DOGHOUSE MANHOLE ORSIMILAR PER CITY STANDARDSRIM=974.48PR. 8" INV IN=961.95 (E)EX. 8" INV OUT=960.96 (S)EX SAN MH 11RIM=974.308" INV IN=960.50 (N)DOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSSPLASH PAD WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS18" GATE VALVE6" PVC4" PVC1" PEX8" PVC4" PVC6" PVC6" PVC4" PVC6" PVC8" PVC8" PVC8" PVC6" PVC 94 LF OF 8" PVC @ 0.40%116 LF OF 6" PVC @ 1.00%123 LF OF 8" PVC @ 0.40%71 LF OF 6" PVC @ 1.00%72 LF OF 8" PVC @ 2.00%CONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD8" P V CCONNECT TO EXISTING SANITARY MANHOLERIM=980.396" INV IN=971.30 (N)8" INV OUT=971.20 (S)SANITARY BLDG CONN 2VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS6" INV OUT=974.51 (S)SANITARY BLDG CONN 1VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS114 LF OF 6" PVC @ 1.00%SAN MH 5SEE DETAIL 2104/C-805RIM=979.368" INV IN=970.89 (N)8" INV IN=963.02 (E)8" INV OUT=962.92 (S)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►18"X8" TEE0+001+00 2+003+004+005+006+006+74 ►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII0+001+002+003 + 0 0 3+160 + 0 0 1+00 2+00 3+00 4+00 4+31►►►►►►►►►►►►IIIIIIIIIIIIIIIIIII I I I I I I I I I ISAN MH 3RIM=980.186" INV IN=973.35 (N)6" INV OUT=973.25 (SE)ICURB STOP AND BOX1.5" COPPER1.5" COPPER 6" GV6" PVC6" HYDRANT8" PVC6" PVC8" PVC8" 45° BEND8" 45° BEND8" PVC8" PVC8" PVC8" PVC8" 45° BEND8" PVC18" GATE VALVE18" PVC18" 45° BEND18" PVC18" PVC18" GV18" PVC18" 45° BEND18" PVC18" 45° BEND18" PVC18" 45° BEND18" PVC1235498761011►►►►►►►►►►►►►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-402PHASE 1 UTILITY PLANSEE SHEET C-404 SEE SHEET C-403 BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTSTXXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►6" 45° BEND►►►►►IIIIIII I1.5" CORPORATION6"X4" TEE1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII4" GV6" GV8"X4" TEE8"X6" TEE8"X6" TEE8"X6" TEE8" GV8"X6" REDUCER9809809859859909909959959 9 5 99597 8 9799819 8 1 9829 8 2 9839839849849869869879879889 8 8989989 9919919919919929929929 9 2 9939 9 3 9949 9 4 996996 997997975980985990974976977978979981982983984986987988989991980 98599097 9 98 1 98 2 9839849869 8 7 9 8 8 9899759809859909 9 0 9909719729739749769779789799819829839839839849869869869879889899919929929929939 9 49829859909909819 8 2 983984986987988989989980 979 985990 984986987988989991 992993994994994992►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I I I I IIIIIIII6" GV6" 45° BEND4" GV8" 45° BEND8" 45° BENDCURB STOP AND BOXSAN MH 4RIM=982.046" INV IN=972.11 (NW)6" INV OUT=972.01 (S)DOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSSPLASH PAD WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSWATER BUBBLER WATER SERVICE CONN.VERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS6" PVC4" PVC1" PEX8" PVC4" PVC6" PVC6" PVC4" PVC6" PVC8" PVC8" PVC8" PVC6" PVC116 LF OF 6" PVC @ 1.00% 71 LF OF 6" PVC @ 1.00%CONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD8" P V CCONNECT TO EXISTING SANITARY MANHOLERIM=980.396" INV IN=971.30 (N)8" INV OUT=971.20 (S)SANITARY BLDG CONN 2VERIFY INVERT, LOCATION, ANDMATERIAL WITH MEP PLANS6" INV OUT=974.51 (S)114 LF OF 6" PVC @ 1.00%SAN MH 5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►0+001+00 2+003+00 ►►►►►►►►►►►►►►►►►2+00 3+00 4+00 4+31►►►►►►►►►►►►1" PEXIIIIIIIIII I I I I I I I I I ISAN MH 3RIM=980.186" INV IN=973.35 (N)6" INV OUT=973.25 (SE)ICURB STOP AND BOX1.5" COPPER1.5" COPPER 6" GV6" PVC6" HYDRANT8" PVC6" PVC8" PVC8" 45° BEND8" 45° BEND8" PVC8" PVC8" PVC8" PVC5498761011►►►►►►►►►►►►►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-403PHASE 2 NORTHWESTUTILITY PLANSEE SHEET C-402SEE SHEET C-404 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XXI I1" TAP AND CORP. STOP►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII8"X6" TEE8" GV8"X6" REDUCER980979981 982 990 990 99 5 9 9 5 987 988 989 991 991 99 2 992 9 9 3 993 9 9 4 99 49969 9 6997997997997997997 98 59839 8 4 98 6 98798 8 98 9 980 985990990979 981 982 983984986987 987 988 9889899899 9 1 991991991975980985 990990 990971972973974976977978979981982983983983984986986986987988989991992992992993994 995992993994994994 9 9 7 994 ►►►►►►►►►►►►►►►►►►►►►►I I I I I I I8" 45° BEND8" 45° BENDCURB STOP AND BOXDOMESTIC WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSFIRE PROTECTION WATER SERVICEVERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANSWATER BUBBLER WATER SERVICE CONN.VERIFY LOCATION, SIZE, MATERIALAND INVERT WITH MEP PLANS1" PEX4" PVC6" PVC6" PVC8" PVC8" PVC8" PVCCONNECT TO EXISTING WATERMAINVERIFY INVERT, MATERIAL, ANDLOCATION IN THE FIELD►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►4+00 4+31►►1" PEX6" GV6" PVC6" HYDRANT8" 45° BEND8" PVC5611© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYHEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAIN►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINWWWATER SERVICESTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTFIRE DEPARTMENT CONNECTIONREDUCERLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-404PHASE 2 NORTHEASTUTILITY PLANSEE SHEET C-403 BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTX X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIII I I IIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIII0+001+00 2+00 2+95 0+00 1+001+250+001+002+00 2+65 0 + 0 0 1+002+00 2+44 ►►►►IIII►►►►►►►►►►►►►►►►►►►►►►►►►IIIIII I I I I ►►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUT( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-503SEE SHEET C-504SEE SHEET C-502C-501OVERALL STORMSEWER PLAN EXISTINGBUILDINGBITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTWVSTSTSTSTSTSTSTSTSTSTSTSTSTSTWVSTSTSTSTSTSTN00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)232.20 362.43 S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)86.2086.2076.24 OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4STXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►98598498697597 5 975975975975975975 974 974 9759 7 5 975980985 98599099099597 6976 976 977977 977 97 8 979979979 981982982982 983 983984 984 986 986987 987988 988989 989991991991991991 991992992 9929939949969969859 9 0 990 99098298398498698798898998998999199199 1 991 975980985974976977978979981982983984986987988995993 993994994990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)STMH 112RIM=982.6215" INV IN=975.61 (N)15" INV IN=974.41 (E)12" INV IN=974.41 (W)18" INV OUT=974.41 (S)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)12" INV OUT=986.10 (SE)STMH 111RIM=982.846" INV IN=978.80 (NW)10" INV IN=978.80 (E)12" INV IN=977.39 (N)15" INV OUT=977.39 (S)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)CB 106RIM=974.3510" INV OUT=968.99 (S)STMH 105RIM=975.8612" INV IN=970.93 (N)4" INV IN=968.70 (NW)15" INV OUT=968.70 (S)CONNECT TO EXISTING STRUCTURE 3RIM=969.48PR. 15" INV IN=967.94 (N)EX. 15" INV OUT=967.94 (W)PR. 10" INV IN=967.94 (N)EX. 15" INV OUT=967.94 (W)31 LF OF 12" HDPE @ 2.00%89 LF OF 15" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%81 LF OF 12" RCP @ 3.50%54 LF OF 15" RCP @ 1.40%22 LF OF 12" HDPE @ 2.00%35 LF OF 10" HDPE @ 3.00%15 LF OF 10" PVC @ 2.00%22 LF OF 6" PVC @ 2.00%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8524 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-044" INV=978.34CO-03RIM=982.064" INV IN=977.95 (E)6" INV IN=977.95 (S)6" INV OUT=977.95 (N)39 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-034" INV=979.11CO-02RIM=981.954" INV IN=978.72 (E)6" INV OUT=978.72 (N)7 LF OF 4" PVC @ 2.58%23 LF OF 6" PVC @ 2.00%RD-016" INV=974.2126 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57TRENCH DRAIN OUTLET 110" INV=979.1066 LF OF 12" PVC @ 2.84%CBMH 110RIM=988.7912" INV IN=982.46 (NW)12" INV OUT=979.26 (S)53 LF OF 12" HDPE @ 2.52%CB 109RIM=988.286" INV IN=983.80 (SW)6" INV IN=983.80 (N)12" INV OUT=983.80 (SE)4" PVC PERFORATEDDRAINTILE (TYP.)4" PVC TEE (TYP.)CONNECTING TO EXISTING STORM MANHOLERIM=980.32PR. 18" INV IN=973.75 (N)EX. 12" INV IN=974.20 (W)EX. 18" INV OUT=973.75 (S)CO-04RIM=982.064" INV IN=977.46 (E)6" INV IN=977.46 (S)6" INV OUT=977.46 (N)18 LF OF 6" PVC @ 1.00%90 DEG BEND6" INV IN=987.07 (N)6" INV OUT=987.07 (W)IIIIIII IIIIIIII I I I IIIIIIII►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIII0+001+00 2+00 2+95 0+00 1+001+250+001+002+00 2+65 1+002+00 2+44 ►►►►►►►►►►►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%77 LF OF 6" PVC @ 2.00%7 LF OF 12" PVC @ 1.38%TRENCH DRAIN OUTLET 312" INV=975.96CO-07RIM=979.6412" INV IN=975.86 (N)12" INV OUT=975.86 (E)105 LF OF 12" PVC @ 1.38%74 LF OF 18" HDPE @ 0.90%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%RD-024" INV=969.13IIIIIIII76 LF OF 15" PVC @ 2.50%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.33►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIII I I I I I I I I I I I►►►►►►►►►►►►►►16 LF OF 6" PVC @ 2.00%RD-12RIM=981.166" INV OUT=980.62 (S)CO-11RIM=989.196" INV IN=980.30 (W)6" INV IN=980.30 (N)6" INV OUT=980.30 (SE)37 LF OF 6" PVC @ 4.00%25 LF OF 6" PVC @ 2.00%CO-10RIM=989.006" INV IN=980.79 (N)6" INV OUT=980.79 (E)16 LF OF 6" PVC @ 2.00%RD-11RIM=981.656" INV OUT=981.11 (S)4 LF OF 6" PVC @ 3.47%RD-086" INV OUT=984.41 (N)CO-08RIM=988.956" INV IN=984.27 (S)6" INV OUT=984.27 (NE)27 LF OF 6" PVC @ 1.74%© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-504 SEE SHEET C-503C-502PHASE 1 STORM SEWERPLAN BITUMINOUS SURFACE BITUMINOUS SURFACE BITUMINOUS SURFACECONCRETE SURFACESTSTSTSTSTSTSTSTSTSTN89°11'30"W 945.71N00°16'25"E 414.31 N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97S88°29'33"E (PLAT)S89°11'30"E 12.28253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.20990.00OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020N88°29'33"W (PLAT)N00°58'22"E (PLAT) N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1N. LINELOT 2W. LINE E. 424.72 FEET SW 1/4 SW 1/4ST XXXXXXXXXXXXXX X XXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►975980985990995974976977978979981982983984986987988989991992993994 996996 997997980985 98599099099599597 8 979979979 981982982982 983 983984984 986 986987 987988 988989 989991991991991991 991992992 992992993 993994994996996996 99 6 9919859 9 0 990 99098298398498698798898998998999199199 1 991 980985979981982983984986987988995995995 993 993994994990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)CBMH 120RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)STMH 112RIM=982.6215" INV IN=975.61 (N)15" INV IN=974.41 (E)12" INV IN=974.41 (W)18" INV OUT=974.41 (S)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)CBMH 114RIM=989.306" INV IN=986.10 (W)12" INV IN=986.10 (NE)12" INV OUT=986.10 (SE)STMH 111RIM=982.846" INV IN=978.80 (NW)10" INV IN=978.80 (E)12" INV IN=977.39 (N)15" INV OUT=977.39 (S)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)31 LF OF 12" HDPE @ 2.00%89 LF OF 15" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%68 LF OF 12" HDPE @ 0.30%136 LF OF 15" HDPE @ 0.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%22 LF OF 12" HDPE @ 2.00%CB 117RIM=993.5115" INV OUT=989.88 (S)15 LF OF 10" PVC @ 2.00%22 LF OF 6" PVC @ 2.00%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8524 LF OF 6" PVC @ 2.00%19 LF OF 4" PVC @ 2.00%RD-044" INV=978.34CO-03RIM=982.064" INV IN=977.95 (E)6" INV IN=977.95 (S)6" INV OUT=977.95 (N)39 LF OF 6" PVC @ 2.00%RD-034" INV=979.1123 LF OF 6" PVC @ 2.00%RD-016" INV=974.216" PERFORATED PVC DRAINTILE (TYP.)26 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57TRENCH DRAIN OUTLET 110" INV=979.10CB 113RIM=992.8812" INV OUT=986.30 (SW)41 LF OF 12" HDPE @ 0.50%66 LF OF 12" PVC @ 2.84%CBMH 110RIM=988.7912" INV IN=982.46 (NW)12" INV OUT=979.26 (S)53 LF OF 12" HDPE @ 2.52%CB 109RIM=988.286" INV IN=983.80 (SW)6" INV IN=983.80 (N)12" INV OUT=983.80 (SE)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)6" PERFORATED PVC DRAINTILE (TYP.)4" PVC PERFORATEDDRAINTILE (TYP.)4" CLEANOUT (TYP.)4" PVC TEE (TYP.)CONNECTING TO EXISTING STORM MANHOLERIM=980.32PR. 18" INV IN=973.75 (N)EX. 12" INV IN=974.20 (W)EX. 18" INV OUT=973.75 (S)CO-04RIM=982.064" INV IN=977.46 (E)6" INV IN=977.46 (S)6" INV OUT=977.46 (N)18 LF OF 6" PVC @ 1.00%90 DEG BEND6" INV IN=987.07 (N)6" INV OUT=987.07 (W)IIIIIII IIIIIIII I I I I I I IIIIIIII►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►0+001+00 2+00 2+95 0+00 1+001+250+001+00 0 + 0 0 1+002+00 2+44 ►►►►►►►►►►►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%77 LF OF 6" PVC @ 2.00%7 LF OF 12" PVC @ 1.38%TRENCH DRAIN OUTLET 312" INV=975.96CO-07RIM=979.6412" INV IN=975.86 (N)12" INV OUT=975.86 (E)105 LF OF 12" PVC @ 1.38%74 LF OF 18" HDPE @ 0.90%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%76 LF OF 15" PVC @ 2.50%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.3337 LF OF 6" HDPE @ 1.00%►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIII I I I I I I I I I I I►►►►►►►►►►►►►►16 LF OF 6" PVC @ 2.00%RD-12RIM=981.166" INV OUT=980.62 (S)CO-11RIM=989.196" INV IN=980.30 (W)6" INV IN=980.30 (N)6" INV OUT=980.30 (SE)37 LF OF 6" PVC @ 4.00%25 LF OF 6" PVC @ 2.00%CO-10RIM=989.006" INV IN=980.79 (N)6" INV OUT=980.79 (E)16 LF OF 6" PVC @ 2.00%RD-11RIM=981.656" INV OUT=981.11 (S)4 LF OF 6" PVC @ 3.47%RD-086" INV OUT=984.41 (N)CO-08RIM=988.956" INV IN=984.27 (S)6" INV OUT=984.27 (NE)27 LF OF 6" PVC @ 1.74%RD-106" INV OUT=984.38 (E)17 LF OF 6" PVC @ 2.00%CO-09RIM=988.966" INV IN=984.04 (W)6" INV IN=984.04 (E)6" INV OUT=984.04 (S)11 LF OF 6" PVC @ 2.00%16 LF OF 6" PVC @ 1.52%RD-096" INV OUT=984.27 (W)© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-502SEE SHEET C-504 C-503PHASE 2 NORTHWESTSTORM SEWER PLAN BITUMINOUS SURFACEBITUMINOUS SURFACE BITUMINOUS SURFACEBITUMINOUS SURFACE EXISTINGBUILDINGEXISTINGBUILDINGBITUMINOUS SURFACE WVWVWVWVWVWVWVWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31 N00°58'22"E (PLAT)N00°16'25"E 204.99 416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 990.00OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONE. LINELOT 1E. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4 864.98 8.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000ADDRESS: 7600 LAREDO DRPID: 250125200X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED CITY HALLFFE 982.5XX►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►980979979979 981982982982 985990983984986987988989985 984 986 98 7 9 8 8 989989985990 990990 990982983984986987987988988989989989989991991991991 9 9 1 991980985979981982983984986987988 990 995995 995 99 5 989 989 991 992 993 993993 994 994994 9 9 4 996 996 997 9979 9 7 9 9 7 99 7 9 9 7990991992993994CONNECT TO EXISTING STRUCTURE 1RIM=986.92PR. 15" INV IN=983.87 (N)EX. 15" INV OUT=983.87 (E)CBMH 120RIM=991.1615" INV IN=985.71 (W)15" INV IN=987.32 (E)15" INV OUT=985.71 (S)CB 101RIM=981.2312" INV OUT=976.73 (E)CBMH 119RIM=991.7512" INV IN=988.80 (NE)15" INV IN=988.80 (N)12" INV IN=988.80 (E)15" INV OUT=988.80 (W)CBMH 114RIM=989.306" INV IN=986.10 (W)12" INV IN=986.10 (NE)12" INV OUT=986.10 (SE)CB 107RIM=981.1012" INV OUT=976.73 (W)CBMH 108RIM=981.0212" INV IN=976.30 (E)4" INV IN=976.48 (SE)6" INV IN=975.48 (S)15" INV OUT=976.30 (W)CBMH 103RIM=980.4212" INV IN=975.65 (N)6" INV IN=976.05 (W)12" INV OUT=975.15 (S)CBMH 104RIM=978.9512" INV IN=973.75 (N)6" INV IN=973.75 (W)12" INV OUT=973.75 (S)31 LF OF 12" HDPE @ 2.00%66 LF OF 15" HDPE @ 2.80%68 LF OF 12" HDPE @ 0.30%136 LF OF 15" HDPE @ 0.80%74 LF OF 16" PVC @ 2.00%70 LF OF 12" RCP @ 2.00%CB 117RIM=993.5115" INV OUT=989.88 (S)CB 116RIM=995.4912" INV OUT=991.98 (SW)127 LF OF 12" HDPE @ 2.50%20 LF OF 4" PVC @ 2.00%RD-054" INV=977.8519 LF OF 4" PVC @ 2.00%RD-044" INV=978.3423 LF OF 6" PVC @ 2.00%RD-016" INV=974.2126 LF OF 6" PVC @ 2.00%TRENCH DRAIN OUTLET 26" INV=976.57CB 113RIM=992.8812" INV OUT=986.30 (SW)41 LF OF 12" HDPE @ 0.50%CB 118RIM=994.8512" INV OUT=990.03 (W)123 LF OF 12" HDPE @ 1.00%I IIIII I I I I I I I►►►►►►►►►►78 LF OF 4" PVC @ 2.00%CO-06RIM=982.154" INV IN=978.04 (S)4" INV OUT=978.04 (NW)9 LF OF 4" PVC @ 2.00%RD-074" INV OUT=978.22 (N)►►►►►►►►►►►►►►►►►►►►0+001+00 0+001+002+002+44►►CO-05RIM=982.136" INV IN=977.02 (S)4" INV IN=972.02 (E)6" INV OUT=977.02 (N)16 LF OF 4" PVC @ 2.00%CBMH 102RIM=980.8312" INV IN=976.11 (W)12" INV OUT=976.11 (S)23 LF OF 12" RCP @ 2.00%CBMH 115RIM=989.5012" INV IN=985.90 (NW)4" INV IN=985.90 (W)15" INV OUT=985.90 (E)64 LF OF 15" HDPE @ 0.30%95 LF OF 4" HDPE @ 0.50%RD-064" INV=972.3337 LF OF 6" HDPE @ 1.00%►© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTION 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESLEGENDPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEWVDYH►►►►STORM SEWERDRAINTILE►►SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONCURB STOPEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSSTORM CLEANOUTLEGENDLEGENDLEGEND( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020SEE SHEET C-503C-504PHASE 2 NORTHEASTSTORM SEWER PLAN X X X X XXXXXXXXXXXXX XPROPOSED CITY HALLFFE 982.5STSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVSTSTSTSTSTSTSTSTWVWVWVSTSTSTSTSTSTWVWVWVWVWVWVWVN89°11'30"W 945.71N00°16'25"E 204.99N89°11'30"W 429.02N00°16'25"E 414.31N2 5 ° 3 6 ' 5 3 " E 7.7 2S88°29'47"E 488.04N00°16'25"E 594.63 S88°48'17"E 516.74S88°06'20"E (PLAT)N00°58'22"E (PLAT) N00°16'25"E 204.99 232.20 362.43 528.97416.74S88°29'33"E (PLAT)S89°11'30"E 12.28416.74253.38 160.93 N89°11'30"W 36.33N88°29'33"W (PLAT)N00°16'25"E 204.99N00°58'22"E (PLAT)N89°11'30"W 36.33N88°29'33"W (PLAT)49.87505049.8786.2086.20864.98990.00N88°06'20"W (PLAT)S88°48'17"E 396.2376.24 OWNER: CITY OF CHANHASSENADDRESS: 7700 MARKET BLVDPID: 257740010OWNER: CITY OF CHANHASSENADDRESS: 7711 KERBER BLVDPID: 257740020OWNER: CITY OF CHANHASSENADDRESS: 7610 LAREDO DRPID: 250122100424.728.00N88°29'33"W (PLAT)N00°58'22"E (PLAT)S87°47'50"E (PLAT)N2 6 ° 1 8 ' 5 0 " E ( P L A T ) N00°58'22"E (PLAT)L=40.28R=26.00Δ=88°46'12"DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONDRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITION W. LINELOT 1N. LINELOT 1E. LINELOT 1E. LINELOT 2S. LINELOT 1S. LINE LOT 2W. LINELOT 2N. LINELOT 2S. LINE N. 660.00 FEET SW 1/4 SW 1/4S. LINE N. 864.98 FEET SW 1/4 SW 1/4E. LINE SW 1/4 SW 1/4 W. LINE E. 424.72 FEET SW 1/4 SW 1/4S. LINE SW 1/4864.98 660.00 ROADWAY AND UTILITYEASEMENT PERDOC. NO. 1691678.00OWNER: AREA INVEST LLCADDRESS: 7730 LAREDO DRPID: 250122000OWNER: IND SCHOOL DIST 112ADDRESS: 7600 LAREDO DRPID: 250125200WVSSTREMOVE LIGHT POLE WITHTRAIL EXTENSIONUNDERGROUNDSTORMWATER BMP152'82'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1SEE SHEET C-603SEE SHEET C-602C-601OVERALL ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-602SEE SHEET C-602SEE SHEET C-603SEE SHEET C-6041 6'STST232.2086.20DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONW. LINELOT 26'(TYP.) R 2 0 'WVWVN89°11'30"W 429.02416.74S. LINE N. 864.98 FEET SW 1/4 SW 1/42' 9' (TYP.)18'(TYP.)R3 . 6 7 'R3.67'8'2'1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1C-602ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010ADDITIONAL SCOPE (ITEMIZED PRICING) - PARALLELPARKING KERBER BLVDADDITIONAL SCOPE (ITEMIZED PRICING) - FIRE STATION ACCESSCLOSURE ON CHAN VIEWADDITIONAL SCOPE (ITEMIZED PRICING) - ADDITIONALPARKING EAST OF PICKLE BALL COURTS 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS416.74S. LINE N. 660.00 FEET SW 1/4 SW 1/410'REMOVE LIGHT POLE WITHTRAIL EXTENSIONC-603ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1ADDITIONAL SCOPE (ITEMIZED PRICING) - TRAIL EXTENSION TO LAREDO DRIVE 1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.SEE ADDITIONAL BID ALTERNATE SHEETS, C-602 TO C-603, FORDESIGN SPECIFIC ANNOTATIONNOTESKEYNOTESXXPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE SIDEWALKCONCRETE PAVEMENTPICKLEBALL COURTFENCE#RETAINING WALL BY OTHERS1C-604RATE CONTROL AND WATER QUALITY BID ALTERNATE STORMTRAP SYSTEMNOT TO SCALESTORMTRAP INVERT = SEE STORM PLANS FOR ELEVATIONSGRANULARBORROW SECTIONNON-WOVEN GEOTEXTILE FABRIC PERMANIFACTURER RECOMMENDATIONSTORMTRAP SET ON APPROVED SUBGRADEPER MANUFACTURER RECOMMENDATIONAPPROVED SUBGRADEENGINEERED BACKFILL PER UNDERGROUNDSTRUCTURE MANUFACTURER DETAILNON-WOVEN GEOTEXTILE FABRICNON-WOVEN GEOTEXTILE FABRIC6" DRAINTILEIRON-SAND FILTER SECTION, THOROUGHLY MIXED WITH5% IRON SHAVINGS BY WEIGHTTOP OF STORMTRAP = 979.63INSIDE TOP OF STORMTRAP = 979.13SEE DETAIL 2/C-803 FOR PAVEMENT SECTION18" MINIMUM NOTES:1. REQUIRED STORAGE: 55,839 SF,2. SYSTEM DIMENSIONS: 168' BY 107'3. VOLUME OF IRON ENHANCED SAND: 26,964 CF4. TOTAL LENGTH OF DRAINTILE WITHIN THE SYSTEM: 1,600 FT8" CAST IN PLACE CONCRETE SLAB4000 PSI CONCRETE WITH #5 REBAR@18" O.C.XN00°16'25"E 414.31 S89°11'30"E 12.28160.93 N00°58'22"E (PLAT)DRAINAGE & UTILITY EASEMENT PERSCHNEIDER PARK SECOND ADDITIONUNDERGROUNDSTORMWATER BMP152'82'© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSNOT FORCONSTRUCTION CERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-601 BID ALTERNATE.dwg 2/16/2024 KUECHLE, HALEY 01/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166102/13/2024BP1_ADDENDUM 1C-604ENLARGED ITEMIZED BIDITEMS AND BIDALTERNATES( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020BID ALTERNATE - RATE CONTROL AND WATER QUALITY UNDERGROUND BMPBID ALTERNATE - RATE CONTROL AND WATER QUALITY UNDERGROUND BMPLOCATION © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-801DETAILS © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-802DETAILS 2C-803MEDIUM DUTY BITUMINOUS PAVEMENTNOT TO SCALE1C-803CONCRETE PAVEMENTNOT TO SCALE3C-803TYPICAL PAVEMENT MARKINGSNOT TO SCALE7" CONCRETE PAVEMENT (TYPE 3F52A)6" MNDOT CLASS 5 AGGREGATE BASE(100% CRUSHED)COMPACTED SUBGRADE2" BITUMINOUS WEAR COURSE(SPWEA340B) PER MNDOT 23608" MNDOT CLASS 5 AGGREGATEBASE (100% CRUSHED)BITUMINOUS TACK COATPER MNDOT 23572" BITUMINOUS NON-WEAR COURSE(SPNWB330B) PER MNDOT 2360SEE PLAN 4"15"2'-8"2'-8"9"15"4"4"15"28"8"TYPICALPAVEMENT STRIPINGTRAFFIC ARROWTYPICAL LETTERNOTES:1.PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS.2.PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENTMARKINGSTYPICALCROSSWALK PANELSEE PLAN 2'4C-803INLET PROTECTION CATCH BASIN INSERTNOT TO SCALEISOMETRICCURB AND GUTTEROVERFLOW IS 1/2 OF THECURB BOX HEIGHTDEFLECTOR PLATEOVERFLOW IS 1/2 OF THECURB BOX HEIGHTOVERFLOW AT THE TOP OF THEFILTER ASSEMBLYCURB10" FILTER ASSEMBLYHIGH-FLOW FABRICWIMCO ROAD DRAIN CG-3067 HIGH FLOWINLET PROTECTION CURB AND GUTTERMODEL OR APPROVED EQUAL.24" SELECT GRANULAR BORROWCOMPACTED SUBGRADE24" SELECT GRANULAR BORROW5C-803EROSION CONTROL BLANKET INSTALLATIONNOT TO SCALEDIRECTION OFSURFACE FLOWANCHOR TRENCH INSTALLATION:1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL ANDCOMPACTOVERLAP END JOINTS MINIMUMOF 6" AND STAPLE OVERLAPAT 18" INTERVALSOVERLAP LONGITUDINALJOINTS MINIMUM OF 6"STAPLE DENSITY SHALL BE AMINIMUM OF 3 U-SHAPED 8",11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY ASDIRECTED BY THE CITY)ANCHOR TRENCH (SEE DETAILAND NOTES BELOW)ISOMETRICSEE GENERAL NOTESFOR BLANKET TYPESTAPLEBACKFILLEROSIONCONTROLBLANKETANCHOR TRENCH DETAIL6"6"12" TO 36"7C-803CONCRETE CURB AND GUTTER - TIP OUTNOT TO SCALETOP OF BITUMINOUSMATERIAL12" R3" R136"12 " R6" 1212"6" CLASS 5 AGGREGATEBASE (100% CRUSHED)MATCHROAD SLOPE12"8"7"18" B61812" B61224" B624FILL POST WITH CONCRETEMOUND SMOOTHLY AT TOP6" SCH. 40 STEEL PIPE FILLED W/ CONCRETEPROVIDE RED IDEAL-SHIELD SLEEVE OVER PIPECONFIRM COLOR WITH OWNER PRIOR TO CONSTRUCTIONSLOPE TOP OF CONCRETESET POST IN CONCRETE36"36"3" MIN.18"6C-803BOLLARDNOT TO SCALE© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-803DETAILS 3C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSLOPE 1%SECTIONPROFILEDRAIN45° PVC BENDOUTFLOW12"24"24"60"2' MIN6"6"90°160°DIA.6"6"2'1/4"Ø HOLE (TYP)6" PERFORATED PVC SCH 40COARSE FILTER AGGREGATEMN/DOT 3149.2HGEOTEXTILE FABRICMNDOT (3733-TYPE 1)TRENCH DETAILPIPE DETAIL2C-804PERFORATED DRAINTILENOT TO SCALE2C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATIONNEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSECTION12"24"24"60"2' MIN6"6"SLOPE 1%PROFILEDRAIN WITH WATERTIGHT SEAL45° PVC BENDSLOPE 1%TD OUTLET6" INV: 976.57CONCRETE TRENCHGROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%GROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%2' MIN.RIM ELEVATION: 979.12NOTE:1.SEE PLAN FOR STORM PIPE DISCHARGE INVERT.PROVIDE WATERTIGHT SEAL. PROVIDE VERTICALBEND AND RISER AS NEEDED FROM STORM INVERTTO TRENCH DRAIN INVERT.NEENAH R-4990-DX TRENCHDRAIN W/ TYPE Q GRATE1C-804CONCRETE TRENCH DRAINNOT TO SCALE6" MNDOT CLASS 5AGGREGATE BASE, 100% CRUSHEDSUBGRADE PREPARATION#4 EPOXY COATED DEFORMED BARPROVIDE 3" CLEAR COVERCONCRETE TRENCHSLOPE BOTTOM OF TRENCH TOWARDDISCHARGE POINT AT 1% (TYP.)FLOWFLOWSECTION12"24"24"60"2' MIN6"6"SLOPE 1%PROFILEDRAIN WITH WATERTIGHT SEAL45° PVC BENDSLOPE 1%TD OUTLET10" INV: 979.1CONCRETE TRENCHGROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%GROUT TROUGH TOSLOPE DOWN TODRAIN.MIN SLOPE 1%2' MIN.RIM ELEVATION: 984.5NOTE:1.SEE PLAN FOR STORM PIPE DISCHARGE INVERT.PROVIDE WATERTIGHT SEAL. PROVIDE VERTICALBEND AND RISER AS NEEDED FROM STORM INVERTTO TRENCH DRAIN INVERT.DURA TRENCH RADIUSTRENCH DRAINTD OUTLET12" INV: 975.96RIM ELEVATION: 979.47DURA TRENCH RADIUSTRENCH DRAIN5C-804NYLOPLAST 12" DRAIN BASINNOT TO SCALE6C-804PVC DRAINTILE CLEANOUTNOT TO SCALEPVC CLEAN OUT RISERWITH FEMALE THREADEDINSERT. SCHEDULE 40 PVCPVC COMBINATION WYELONG SWEEP ORTWO 45° BENDSCOARSE FILTER AGGREGATE MIN 1/3 CU. YDS.COARSE FILTER AGGREGATE MIN 1/3 CU. YDS.CLEANOUT CAP SHALLBE TREADED MALLEABLEIRON (GALVANIZED)END OF LINE CLEANOUTIN-LINE CLEANOUT© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-804DETAILS © 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-805DETAILS 1C-806ADA PARKING SIGNS AND POST DETAILNOT TO SCALE2C-806ACCESSIBILITY SYMBOLNOT TO SCALE3C-806ACCESSIBILITY STRIPINGNOT TO SCALEGROUND LINE4'CLEARANCE HEIGHT4" MAXCLEARANCE HEIGHT:60” MINIMUM66” MAXIMUMDISABLED PARKING SIGNR7-8mVAN ACCESSIBLE PLAQUER7-8bP5/16" X 3 1/2"STAINLESS STEEL BOLT5/16" LOCK NUT(SIGN POST TO ANCHOR POST)PRE-PUNCHED SQUARE TUBESIGN POST2" X 2" X 12' X 12GA.THE SIGN POST SHALL BE NESTEDINTO THE ANCHOR ASSEMBLY AS FARAS POSSIBLE TO INSURE MAXIMUMSTABILITY OF SIGN POST.THIS MAY REQUIRE THE REMOVAL OFSEVERAL INCHES OF SOIL BY HANDFROM THE ANCHOR BASE ASSEMBLY.2 1/2" X 2 1/2" X 18" SLEEVEPREPUNCHED SQUARE TUBEANCHOR ASSEMBLY2-1/4" X 2-1/4" X 4' X 12GA.NOTES:1.SEE MnDOT STANDARD SIGN MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGSOF TYPE "C" SIGN PANELS.2.SEE MnDOT TRAFFIC ENGINEERING MANUAL CHAPTER 6 FOR DETAILS OF TRAFFICSIGN INSTALLATION.11"5"R13"R18"R 24"24"18"10"5" (TYP)20"9.0°12"1' 6 3/4"26"4"4"6"BLUE HIGHWAY PAINTBACKGROUND 2 COATS (TYPICAL)INTERNATIONAL SYMBOL OFACCESSIBILITYAPPLIED TO THE CENTER OF EACHREQUIREDACCESSIBLE SPACE WITH BLUE PAINTBACKGROUNDAND WHITE PAINT FOR SYMBOL ANDPERIMETER EDGE5" WIDE WHITE STRIPING2 COATS (TYPICAL)2'4"ACCESSIBILITYSYMBOL, SEE DETAILNO PARKINGNOTES:1.STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE.2.DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL.3.SEE PLAN FOR STALL DIMENSIONS.4.DIMENSION "NO PARKING" TO BE 1' TALL.5.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.SIDEWALKSEE SITE PLAN ANDGRADING PLANSIGN POST 1' OFF BACK OF CURB OR SIDEWALKEDGE. SEE SITE PLAN FOR PLACEMENT1' 1'4C-806STANDARD PARKING LOT SIGNSNOT TO SCALESTOPDO NOTENTERPARKINGVEHICLE IDREQUIREDUP TO $200 FINE FORVIOLATIONVANACCESSIBLER5-130"X30"W11A-224"X24"R1-130"X30"R7-8m ACCESSIBLE PARKING - 12"x18"R7-8bP VAN ACCESSIBLE - 12"x6"ORR1-5C18"X24"NOR7-1 MODIFIED NO PARKING ANY TIMEEXCLUDE ARROW - 12"x18"PARKINGANYTIME5C-806BIOROLLNOT TO SCALE1" X 2" X 18" LONG WOODEN STAKES AT1' 0" SPACING MAXIMUM.FLOWBIOROLL45° 8" - 10"SECTIONNOTE: IF PLACED ON PAVED SURFACE, DO NOT STAKE INTO SURFACE.CONTRACTOR SHALL ENSURE BIOROLL IS PROPERLY FUNCTIONING ATLEAST DAILY AND AS REQUIRED BY THE SWPPP/NPDES PERMIT, IFAPPLICABLE.EXIST. TREE TO REMAINDRIPLINENOTE:4'-0"2'-6"EXIST. GRADEPROTECT EXISTING TREES ALONG ACCESS ROUTE AS DIRECTED BY THE ENGINEER. INSTALLORANGE MESH FENCING, 4' HIGH, WITH STAKES EVERY 10 FEET, 5' OUTSIDE THE DRIPLINE ASSHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WITHIN THE PROTECTION AREAS THAT MAYHARM THE TREE OR COMPACT THE SOIL, INCLUDING, BUT NOT LIMITED TO EXCAVATION, STORINGMATERIALS, PARKING, AND TRAFFIC DURING CONSTRUCTION. WHERE CONSTRUCTION REQUIRESDISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THE ROOT ZONE AS LITTLE AS POSSIBLE.ALL TREE PROTECTION MEASURES SHALL BE DIRECTED AND VERIFIED BY OWNER PRIOR TOSTARTING CONSTRUCTION. ALL TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TOBEGINNING CONSTRUCTION.5'-0"STAKE6C-806TREE PROTECTIONNOT TO SCALE© 2024 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERHKKCL####.##ISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSCHANHASSENCIVIC CAMPUSCERTIFICATION111/09/202360% DD SET222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211/17/2023100% DD PROGRESS SET312/01/2023100% DD SET401/22/202460% CD PROGRESS SET\\us0242-ppfss01\shared_projects\193806523\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-801 DETAILS.dwg 2/16/2024 KUECHLE, HALEY 501/24/2024BID PACKAGE 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166602/13/2024BP1_ADDENDUM 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5741802/16/2024NOT FORCONSTRUCTIONC-806DETAILS Refrigerator T25UPDNUPDNDNDNUPDN21032969.76san INV E21034969.83san INV W167216161616241616161616168GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGggggggGin060'30'15'GENERAL NOTES:© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL101312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALL201L202L203L205L206L207L208L209L204TITLE & GENERALNOTESSheet List TableSheet NumberSheet TitleL101TITLE & GENERAL NOTESL102SITE SURFACINGL201MATERIALS LAYOUTL202MATERIALS LAYOUTL203MATERIALS LAYOUTL204MATERIALS LAYOUTL205MATERIALS LAYOUTL206MATERIALS LAYOUTL207MATERIALS LAYOUTL208MATERIALS LAYOUTL209MATERIALS LAYOUTL300PLANTING INDEXL301PLANTING LAYOUTL302PLANTING LAYOUTL303PLANTING LAYOUTL304PLANTING LAYOUTL305PLANTING LAYOUTL306PLANTING LAYOUTL307PLANTING LAYOUTL308PLANTING LAYOUTL309PLANTING LAYOUTL401LANDSCAPE DETAILSL402LANDSCAPE DETAILSL403LANDSCAPE DETAILSL404LANDSCAPE DETAILSL405LANDSCAPE DETAILSL406LANDSCAPE DETAILS Refrigerator T25UPDNUPDNDNDNUPDN21032969.76san INV E21034969.83san INV W167216161616241616161616168GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGggggggGin© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL102312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALSITE SURFACING060'30'15'STREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGin © 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL201312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'STREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANSMATERIALSLAYOUTSEE ELECTRICALREPLACE WEST CURB LINE,SEE CIVIL Refrigerator T25GGGGGGGGGGGGGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL202312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALRE-PAVE TO 10FT CONC WALK- ALTERNATELIGHT, SEE ELECTRICAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS GGGRELOCATEEX. LIGHTPOLE?10ft bit trail extension - alternate(10) FIRE© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL203312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS GGGGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL204312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS KIOSKLEAF"SIGN"17 risers with landing- VERIFY LOWER PARKING WINDOW OPENNINGKERBERSTREETPARKINGWORKNEW SURMOUNTABLE CURBFOR SNOW STORAGE AREAS,DRAINTILE TO STORM - ROCK MULCHCENTEREX. MONUMENT LIBRARY SIGNBOOK DROPKERBER STREET BUMPOUT????/CROSSINGWORKAND LIGHTING - GET ACTUAL DIMENSIONS AND ADA FIGURED OUT.include a raised conc. base with strip lightgingno room for seat walls. 3ft clear all aroundRELOCATED LIBRARYSCULPTURECIVIL TO ADD ADA WALKGGGDROPOFFHILLSIDESIGNEXISTINGPARKINGDECK© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL205312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS Refrigerator 167216161616241616161616168GGGGGGGGGGGGGGGgggggGin© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL206312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALMATERIAL/ LAYOUT NOTES:020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS GGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL207312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS REPLACE INGROUNDMEMORIAL LIGHTSFLAG AND PLAQUE STAYASSUMED RESTORATION LIMITSLIBRARY LANDSCAPING AND IRRIGATION - NO CHANGE(2) RELOCATED FIRE MONUMENTSAND LIGHTING - GET ACTUAL DIMENSIONS AND ADA FIGURED OUT.include a raised conc. base with strip lightgingno room for seat walls. 3ft clear all aroundhow far do paver replacement extend here? LIBRARYPARALLEL PARKING VETERAN'SMEMORIAL© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL208312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS UPDNUPDNDNDNUPDNGGGGg© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL209312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTAL020'10'5'MATERIALSLAYOUTSTREET LIGHTPEDESTRIAN LIGHTBOLLARD LIGHTBOLLARD - NO LIGHTTREE & FLAG UP LIGHTPICKLEBALL & SKATE LIGHTINTEGRAL WALL STRIP LIGHTLIT HAND RAILCAFE LIGHTSIN GRADE MEMORIAL LIGHTINGGFCI - INTEGRAL TO FIXTUREGFCI - PEDESTALGFCI - IN GRADESURFACING KEY:CONCRETE WALKCONCRETE WALK - HEATEDBITUMINOUS SKATE PAVEMENTPOUR IN PLACE PLAY SURFACINGDECOMPOSED GRANITEPLANTING BEDBITUMINOUS PICKLEBALL COURTROCK MULCH - SEE DETAILSSODCIP WALL, SEE PLAN DETAILELECTRICAL KEYBOULDERSBENCHBENCH BACKLESSSWING BENCHTWIG BENCHSPORT COURT SEATINGW/OPTIONAL UMBRELLA30" ROUND TABLE W/(4) CHAIRSPLANTERBIKE LOOPBIKE REPAIRDRINKING FOUNTAINLITTER/RECYCLE RECEPTACLESSITE FURNISHINGS KEYGgGinTREES SHOWN FOR LAYOUTREFERENCE:REFER TO PLANTING PLANS RefrigeratorT25GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGggggggGinGENERAL NOTES:© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3003 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTALL301L302L303L305L306L307L308L309L304PLANTING INDEXPLANT SCHEDULEPLANTING INDEXPLANTING NOTES:PLANTING SCHEDULE IN PROCESS - TREES AND SHRUBS OVER 3FT TALL ARELABELED ON PLANS.LOW SHRUBS AND PERENNIAL BEDS AND SPECIES STILL UNDERGOING FINAL DESIGN.M:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 2:03:01 PM, DWG To PDF.pc3 0SCALE: 1" = 10'-0"20'10'5'© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3013 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTALPLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:57:42 PM, DWG To PDF.pc3 RefrigeratorT25GGGGGGGGGGGGGGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3023 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:57:52 PM, DWG To PDF.pc3 GGGRELOCEX. LIGPOLE?10ft bit trail extension - alternate(10) FIRE© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3033 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:02 PM, DWG To PDF.pc3 GGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3043 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:13 PM, DWG To PDF.pc3 GG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3053 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:22 PM, DWG To PDF.pc3 GGGGGGGGGGGGGGGgggggGin© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3063 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 2:13:20 PM, DWG To PDF.pc3 GGG© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3073 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:43 PM, DWG To PDF.pc3 © 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3083 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:58:52 PM, DWG To PDF.pc3 GGGGg© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE # DATE DESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTIONCERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering2 11.17.23 60% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL3093 12.01.23 100% DD PACKAGE4 01.18.23 60% CD REVIEW5 02.08.23 75% CD REVIEW- 02.16.23 DEVELOPMENT SUBMITTAL0SCALE: 1" = 10'-0"20'10'5'PLANT MATERIAL KEYPLANTINGLAYOUTM:\Chanhassen\023-039 Civic Campus Improvements\5 Autocad\Construction Documents\Sheets\023-039 L SHEETS PLANTING.dwg, 2/16/2024 1:59:03 PM, DWG To PDF.pc3 PARKING STRUCTURE STAIRSXXXADJACENT GRADES MEET STAIRS - LANDSCAPE BEDNEW STAIRSKEEP EXPOSED BRICK THE SAMENEW HAND RAIL ATTACH TO WALL ,SIMILAR TO EXISTING HAND RAIL.NEW OUTSIDE HAND RAIL - SALVAGE EX. HANDRAILS?REPLACE EXISTING STAIRS AT SAME CONFIGURATION - NEEDFIELD VERIFICATION/SURVEY # OF TREADS AND LOCATIONREMOVING STAIRSKEEPING OPENING/RAILSTAIR HAND RAILATTACHED TO EX. BRICK WALLOUTER STAIR HAND RAILCORE DRILL TO CONC STAIRSLANDSCAPE BED - GRADESTO FOLLOW STAIRSPARKING LOT GRADEPARKING LOT WALL/PARAPETSHOULD NEW CONC STAIRSBE PINNED TO PARKING STRUCTURE WALL?SHOULD NEW CONC STAIRSBE PINNED TO PARKING STRUCTURE WALL?SHOULD NEW CONC STAIRSBE PINNED TO PARKING STRUCTURE WALL?SLOPE TO MEET GRADE AT PAVILION?© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL401312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS TYPICAL CONCRETE EXTERIOR STEPS AND HAND RAIL - NUMBER OF STEPS WILL VARY SEE GRADING PLAN2'-10"1'2'-10" 6"1'#4 REBAR 12" O.C. EACH WAY4" COMPACTED CLASS 5 BASE, TYP.COMPACTED SUBBASE, TYP.63 4"6"#3 REBAR EACH NOSE,1 " MIN COVERR4"R1 ' - 1 1 2"EXP. JT TYP.CONC. WALK,SEE PLANS1'1012"CONCRETE STAIRS PAID PER SFBROOM FINISH,SEE PLAN AND FIELD VERIFYNUMBER OT RISERSPIPE RAIL DESIGN SPECIAL: 3/16" X 1.5" DIASCHEDULE 40 ALUMINUM PIPE,BLACK POWDERCOAT FINISH.FIELD VERIFY DIMENSIONS AND SUPPLY SHOPDRAWINGS FOR APPROVALPAID PER LF.VARIES - PAID PER LFCORE DRILL AND EXPOXY IN MIN 6 INCHESPROVIDE 3" DIA. AL COVER 14 " PLATESUPPORTS ASNEEDED1'THREADDEPTHthis 12" extension might not be code anymorejust the thread length at same angle??CODE - HAND RAIL EVERY 5FT OF STAIR WIDTH2EQUAL TREAD HTS.REFER TO GRADING PLANS FORTOP/BOTTOM ELEVATIONSAND TREAD HTS AT EACH STAIR6"2FT DEEP, 18" TALLCIP SEAT WALLSAMPHITHEATER HILLSIDE STAIRS AND SEAT WALLUPPER 6FT WIDE WALKCENTER HAND RAILSTEPSCHEEK WALLON OUTSIDESTEPSGRADES ON OUTSIDESTEPS - PLANTING BEDSLOWER WIDE WALKSTAIR LANDINGCENTERHANDRAILCODE ALLOWS CENTER ONLYHAND RAIL AT AMPHITHEATERSCODE ALLOWS CENTER ONLYHAND RAIL AT AMPHITHEATERSSECTION THROUGH STEPSSECTION THROUGH SEAT WALLSPLAN VIEW DETAIL1REFER TO GRADING PLANFOR ELEVATIONS ANDTREAD HTS4'-6"2FT DEEP, 18" TALLCIP SEAT WALLS6'78TH STAIRS AND SEAT WALLUPPER WALKCENTER HAND RAILSTEPSCHEEK WALLON OUTSIDESTEPSGRADES ON OUTSIDESTEPS - PLANTING BEDSLOWER WALKSTAIR LANDINGCENTERHANDRAILamp hand rail - update to 78thSECTION THROUGH SEAT WALLS1TOP TREADTOP TREADTOP TREADLED LINEARLIGHTINGLED LINEARLIGHTINGLED LINEARLIGHTINGPLANTING BEDCIP WALLLENGTH VARIESSEE PLAN© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL402312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS 2'-2"1'-6"6"2'CONCRETE SEAT WALLCONCRETE SEAT WALLSANDBLAST MEDIUM ALL EXPOSEDSURFACES#4 REBAR 1FT O.C. EACH WAYEXPANSION CONTROL JOINTS 3 PER RUN,WITH CLOSED CELL EXPANSION JOINT ANDJOINT SEALANT.SEE PLAN AND SPECIFICATIONS6" COMPACTED CLASS 56" WASHED 1.5" RIVER ROCKWRAPPED IN MIRAFI FABRICBEHIND WALLSSLOPE TOP TO DRAIN 1%6"6"6"0.5 " CHAMFER ALL EXPOSED EDGESAND AT CONTROL JOINTS32'-2"1'-6"6"2'CONCRETE SEAT WALL WITH BOULDER - PLAY OVERLOOKCONCRETE SEAT WALL W/LED LIGHT AT 78TH STPROVIDE ELECTRICAL TO WALLSSANDBLAST MEDIUM ALL EXPOSEDSURFACES#4 REBAR 1FT O.C. EACH WAYEXPANSION CONTROL JOINTS 3 PER RUN,WITH CLOSED CELL EXPANSION JOINT ANDJOINT SEALANT.SEE PLAN AND SPECIFICATIONS6" COMPACTED CLASS 56" WASHED 1.5" RIVER ROCKWRAPPED IN MIRAFI FABRICBEHIND WALLSSLOPE TOP TO DRAIN 1%6"6"6"REDUCE TO 1 INCH TOPSOILABOVE ROCK0.5 " CHAMFER ALL EXPOSED EDGESAND AT CONTROL JOINTS4EXPANSION JT/SEALER AT WALK LOCATIONSCONCRETE SEAT WALL WITH BOULDER - PLAY OVERLOOK- ELEVATION5EXPANSION MATERIAL BETWEENBOULDER AND CAST CONCRETECHAMFER CONCRETE AT EDGESFINISH GRADE2'-2"1'-6"6"2'CONCRETE SEAT WALLCONCRETE SEAT WALLSANDBLAST MEDIUM ALL EXPOSEDSURFACES#4 REBAR 1FT O.C. EACH WAYEXPANSION CONTROL JOINTS 3 PER RUN,WITH CLOSED CELL EXPANSION JOINT ANDJOINT SEALANT.SEE PLAN AND SPECIFICATIONS6" COMPACTED CLASS 56" WASHED 1.5" RIVER ROCKWRAPPED IN MIRAFI FABRICBEHIND WALLSSLOPE TOP TO DRAIN 1%6"6"6"0.5 " CHAMFER ALL EXPOSED EDGESAND AT CONTROL JOINTS3© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL403312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSCIP SEAT WALL - ELEVATION WITH BOULDERCIP SEAT WALL - ELEVATION VIEW WITH FINISH/REVEALCIP SEAT WALL - LED LIGHT INSTALL DETAIL STAGE CONCRETE RAMP SECTIONSTAGE CONCRETE NS SECTION - ADJUST TO FIT FINAL SIZE32STAGE PLAN VIEW1STAGE BACK RAIL4© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL404312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSALT - PAVILION ADA SWITCH BACK WITH RETAINING WALLS AND RAILING 42"STEEL CABLE RAILMODIFIED ASHTOP RAIL 6FT SECTIONSWELDED TUBESTEEL BOTTOM RAILRAIL AT PLAY AREA BALCONY SECTION6ANCHOR TO THICKENED WALK42"STEEL CABLE RAILMODIFIED ASH TOP RAILWELDED TUBESTEEL POSTSWELDED TUBESTEEL BOTTOM RAILRAIL AT PLAY AREA BALCONY5LANDSCAPE FORMS DOUBLE SWING BENCHXXXPROVIDE STRUCTURAL ENGINEER SIGNED FOOTING DESIGNVERIFY CLEAR ZONEWOOD SLAT BENCHPOWDERCOATED CARBON STEEL© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL405312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS 22'1'7'-3"CUSTOM LEAF OUTLINE SIGN AT LIBRARY DROP OFFCONCRETE FTG4" X 12" WELDED "TUBE"LEAF OUTLINE - POWDERCOAT FINISH1INCORPORATE LED RECESS"PUCK" LIGHTS INSIDE SURFACE- QTY 6TYPICAL FOR EACH LEAFEXPOSEDCONCRETESUPPORTELECT. CONDUIT© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL406312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALKIOSK - SINGLE SIDED AND DOUBLE SIDEDLANDSCAPEDETAILSREVIEW W ITH S IGN FABR ICATOR - ADD DETA ILSDIGITAL MONUMENT SIGN AT 78THREVIEW W ITH S IGN FABR ICATOR - ADD DETA ILSGET C ITY PREFERENCE ON WAYF IND ING S IGNAGE ALT - PICKLEBALL PAVEMENT DETAIL - WITH SAND CORRECTION5EDGE OF PIPCOMPACTED SUBGRADECOMPACTED CLASS 5 BASEVARIES6" CONC. WALK,6"VARIES (SEE LAYOUT PLAN FOR DIM.)6"6"6"6" COMPACTED CLASS 5 BASERESILIENT SURFACING (PIP)12" WEARING COURSEPIP BASE COURSE THICKNESSDETERMINED BY FALL HEIGHT(12" MIN.-3.5") - PLAY EQUIPMENTMANUFACTURERS TO PROVIDE DEPTH OFPIP RESILIENT SURFACING WITHIN SAFETYZONES OF THEIR EQUIPMENT)PIP PLAY SAFETY SURFACING -BY OTHERS36"1'EXPANSION JOINTS EVERY 30' O.C.USE 2-#5 X 12" LONG EPOXY COATED DOWELSCONTRACTION JOINTS EVERY 10FT O.C.1'ADJACENT SURFACINGVARIES, SEE PLANPIP, CONCRETE1" HOLD DOWN FOR PLANTING BED CONDITION#4 REBAR, 7" O.C., MIN 2" COVER6" APPROVED GRANULAR BORROW,RECYCLED CLASS 5 AGGREGATEBASE, ORSAND COMPACTED TO 95%, ASTMD1557 (SEE SPECS)1"R6" CONCRETE RAISED LANDSCAPE EDGER - AT PLAY AREA PLANTINGS4"2LANDSCAPE CONC. CURBMED. BROOM FINISH6 INCH CONCRETE AT SPLASH PAD1DECOMPOSED GRANITE4© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL407312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSCOORDINATE W ITH C IV IL DETA IL SECT IONS DRINKING FOUNTAIN DRAINAGE VAULT- ALTERNATETOP VIEWBOLT CENTERED UNDER ADA ARMNOTE: ANCHORED INSIDE OF PEDESTAL46 3/4"WATERC/L OF WASTEDRINKING FOUNTAIN CONCRETE PAD - ALTERNATE128'PARKING LOT POLE,ON RAISED CONCRETE FTG8'KEEP 8FT CLEAR OFTREES FOR SNOWSTORAGEGEO FABRICRIP RAP TYPE 3RANDOM LIMESTONE BOULDERSPLACE PER PLANPLANTING BEDDRAIN TILE - VERIFY WITH STORM UTILITY PLANROCK MULCH STREAM BED3PARKING LOT CURB,SEE CIVILPLANTING BEDBOULDER - IN SLOPE4FLAGSTONE IN DECOMPOSED GRANITE6METAL LANDSCAPE EDGERMETAL LANDSCAPE EDGERFLAGSTONE SIZEAVERAGE 24" DIAMETERSET 2" THICK FLAGSTONELEVEL WITH TOP OFDECOMPOSEDGRANITEFLAG POLE - SECTION5BIKE REPAIR STATION2L92'-0"2'-0"TREE ACCENT LIGHT LOCATIONS1XXPIVOT LIGHT TO AIM TO MIDDLEOF TREE CANOPY(APPROX. 6FT)ACCENT LIGHT - TREE, SEEELECTRICAL SCHEDULE.SET 2FT TO EITHER SIDE OFPROPOSED TREE PLANTING© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL408312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILSPOLE HTS , SALVAGE OR NEW? PICKLEBALL COURT SURFACING DETAIL64 FT6FT MIN.48" MIN. DEPTH 3A32 CONCRETE FOOTINGS (4000PSI) AT ALL END,CORNER, GATE POSTS, AND AS SHOWN ON PLANS. SLEEVE ALLPOSTS WITHIN CONCRETE LOCATIONS AND FILL VOIDS WITHPOLYURETHANE JOINT SEALANT OR APPROVED EQUAL, SEE SPECS.HOLD FTG TOP DOWN 6 INCHES FROM FINISH GRADE/PAVEMENT TOPTOP OF SURFACING/PAVEMENT - FINISH GRADEBALL CAP WITH SET SCREW OR SPOT WELDED (TYP.)END AND/OR CORNER POSTS 3" 0.D. SCH. 40 GALV. SEE SPECS.TENSION BAR (TYP.)TENSION BAR BANDS/CLIPS @ 12" O.C.SLEEVE ALL POSTS, SEE SPECSBOTTOM OF FABRIC @ 1/2" (MAX.) FROM FINISHED GRADE1 5/8" O.D. BOTTOM RAIL (TYP.)9 GAUGE WIRE TIES ALONG TOP, MIDDLE AND BOTTOM RAILS @ 12" O.C.(TYP.). HOLD FABRIC TOP BELOW MID POINT OF TOP RAIL TO REDUCEUSER CONFLICTS1 5/8" O.D. TOP RAIL (TYP.)48" MINIMUM 1'-0"8FT MAX2 12" O.D. LINE POSTS (TYP.)48" MIN. DEPTH 3A32 CONCRETE FOOTINGS (4000PSI) AT ALL END,CORNER, GATE POSTS, AND AS SHOWN ON PLANS. SLEEVE ALLPOSTS WITHIN CONCRETE LOCATIONS AND FILL VOIDS WITHPOLYURETHANE JOINT SEALANT OR APPROVED EQUAL, SEE SPECS.HOLD FTG TOP DOWN 6 INCHES FROM FINISH GRADE/PAVEMENT TOPTOP OF SURFACING/PAVEMENT - FINISHGRADESLEEVE ALL POSTS, SEE SPECSBOTTOM OF FABRIC @ 1/2" (MAX.) FROM FINISHED GRADE1 58" O.D. BOTTOM RAIL (TYP.)9 GAUGE WIRE TIES ALONG TOP, MIDDLE ANDBOTTOM RAILS @ 12" O.C. (TYP.)1 58" O.D. MIDDLE RAIL (TYP.)TENSION BAR BANDS/CLIPS @ 12" O.C.TENSION BAR (TYP.)FABRIC TO BE 9 A.S.W. GAUGE GALVANIZED STEEL CORE, 1.75"DIAMOND MESHKNUCKLED SELVAGE AT TOP AND BOTTOM (TYP.)END AND/OR CORNER POSTS 3" 0.D. SCH. 40 GALV.SEE SPECS.BALL CAP WITH SET SCREW OR SPOT WELDED (TYP.)1 58" O.D. TOP RAIL (TYP.)O.D.LINEPOSTS(TYP.)6 FT MIN 8 FT 6 FT MAX48" MIN. DEPTH 12" DIA. CONCRETEFOOTINGS. SLEEVE ALL POSTS AND FILLVOIDS WITH POLYURETHANE JOINTSEALANT OR APPROVED EQUAL, SEESPECS.BOTTOM HINGE (90 DEG. SWING)BOTTOM OF FABRIC @ 1/2" (MAX.)FROM FINISHED GRADE2" O.D. BOTTOM RAIL (TYP.)9 GAUGE WIRE TIES ALONG TOP, MIDDLE ANDBOTTOM RAILS @ 12" O.C. (TYP.)TENSION BAR BANDS/CLIPS @ 12" O.C.1 58" O.D. MIDDLE RAIL (TYP.)TENSION BAR (TYP.)1.75" MESH CHAIN LINK FABRIC 9 GAUGEGALVANIZED FENCINGEND POSTS 3" 0.D. SCH. 40 GALV. SEE SPECS.2" O.D. TOP RAIL (TYP.)HEAVY-DUTY AND LOCKABLE FORK LATCH (TYP.)MIN.32" WIDE PEDESTRIAN GATE IN 36" WIDEOPENINGTOP HINGE (180 DEG. SWING) 2 PER LEAFKNUCKLED SELVAGE AT TOP AND BOTTOM (TYP.)BALL CAP WITH SET SCREW OR SPOTWELDED (TYP.)6 FT FENCE TOPPER AT PICKLE BALL INTERIORFENCING.NO FENCE TOPPER AT SKATE PARK FENCINGSEE SPEC FORBID ITEM: 6FT ACOUSTICBARRIER-OR-BID ITEM: 6FT WIND SCREENREFER TO PLAN FORLOCATIONSEE PLANFOR GATELOCATIONS3'-818"4FT GATE IN 8FT TALL FENCING - PICKLEBALL8FT CHAINLINK FENCING - PICKLEBALL PERIMETER FENCE4FT CHAINLINK FENCING234CONCRETE MAINTENANCE STRIP SECTION - ALTERNATENTS15FT 3FT COMPACTED SUB-GRADE3" O.D. GROUND POSTS TO BE SET IN 30" x 60"CONCRETE FOOTING WITH SONOTUBE COURT PAVEMENT (SEE PAVEMENT DETAIL)3" O.D. ROUND NET POST - REFER TO SPECIFICATIONS(SEE POST DETAIL-ENLARGED)13 8"GROOVE TOP POST CAP(PINNED IN PLACE)INTERNAL WINDING MECHANISM ANDREMOVABLE HANDLE (SEE SPECIFICATIONS)3" O.D. SCHEDULE 40 POST(PAINTED )2.5" O.D. x 24" LONGSCHEDULE 40 POSTSLEEVE - GALVANIZEDPIN 3" O.D. POST TO 2.5" O.D.SLEEVE WITH A 3/4" STAINLESSSTEEL BOLT OR SPRING PIN.3" O.D. x 6' LONG SCHEDULE40 GROUND SLEEVE(GALVANIZED)5 8"SEE POSTDETAIL -ENLARGEDPROVIDE AND INSTALL CENTER FULLHT. TIE-DOWN STRAP AND SLEEVE,SEE SPECS.TO BE DRIVEN TO DEPTH OF 4'-11".PROVIDE STAINLESS STEEL BOLT ORSPRING PIN THROUGH CENTER OFANCHOR SLEEVE.LACE NET ACCORDING TO MANUFACTUREINSTRUCTIONSPICKLEBALL NET POST DETAIL5© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL409312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS RE-LOCATION OF FIREMENS MONUMENTS - ASSUMED EXISTING CONDITIONSXXXREVIEW PRECAST, GRANITE AND METALMONUMENT PIECES IN FIELDFOR REMOVAL AND RE-ASSEMBLYIN NEW LOCATIONOWNER WOULD LIKE EXISTING BRICKSEAT WALLS TO REMAIN WITH NO DAMAGEBUILDING CANOPY POST TO REMAININ PLACE AND UNDAMAGEDPRECAST CONCRETE, GRANITE PANELS AND 3METAL PLAQUES. SEE AVAILABLE OWNER SHOPDRAWINGS FOR ORIGINAL ASSEMBLEINFORMATION.VERIFY HOW AND IF THEY CAN BE REMOVED ORIF MONUMENTNEEDS TO BE MOVED AS ONE LARGE PIECE.IT IS ASSUMED CORE CONCRETEIS PINNED TO FOOTING.FOOTING CAN REMAIN AT PRESENT LOCATION- VERIFY WITH OWNER IF IT NEEDS TO BE REMOVEDAREA WITHIN SEATWALL TO BE CONVERTED TOPLANTING BED?CONTRACTOR TO PROVIDE NEW LED UPLIGHTSTRIPE AT EACH GRANITE PANEL BASE AT NEWLOCATION2'4'-6"INSTALL OF FIREMENS MONUMENTS - QTY 2XXXCONTRACTOR TO PROVIDE NEW LED UPLIGHTLINEAR LIGHT AT EACH GRANITE AND METALPANEL BASE ( 6 FACES OF MONUMENT) AT NEWLOCATIONPROVIDE NEW CONCRETEBASE AND FOOTINGFOR MONUMENT ,WITH SLOPED TOP AND 1 INCHREVEAL ALL SIDESRE-LOCATED MONUMENTFINISH GRADECONTRACTOR SHALL VERIFY EXISTINGCONDITIONS AND SUBMIT PLAN FOR MOVINGMONUMENT FOR REVIEW AND APPROVAL BYOWNER.PLAN SHALL INCLUDE SHOP DRAWING OF NEWFOOTING AND BASE.PLAN SHALL INCLUDE LED LINEAR LIGHTINGDETAILS AND PRODUCT.© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL410312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS TREE PLANTING DETAIL1XXTREE PLANTING ON SLOPE DETAIL2XXPLANTING BED3XX4XXSHRUB PLANTING ON SLOPE DETAIL© 2021 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBERISSUE #DATEDESCRIPTIONPROJECT TITLECONSULTANTSNOT FORCONSTRUCTION CERTIFICATION209 South LaSalle StreetThe RookerySuite 920Chicago, IL60604312.279.0470www.bkvgroup.comArchitectureInterior DesignLandscape ArchitectureEngineering211.17.2360% DD PAGE TURN800 WASHINGTON AVE N. #103MINNEAPOLIS, MN 55401www.hkgi.comL411312.01.23100% DD PACKAGE401.18.2360% CD REVIEW502.08.2375% CD REVIEW-02.16.23DEVELOPMENT SUBMITTALLANDSCAPEDETAILS CITY HALLEXISTING LIBRARY PARK PAVILION GENERATOR ENCLOSURE, BELOW GARAGE ACCESS DUMPSTER ENCLOSURE PUBLIC PARKING (47 SPACES) ACCESSIBLE PARKING (4 SPACES) PUBLIC PARKING (35 SPACES + 2 ACCESSIBLE SPACES) COVERED STAGE LAWN UPPER PARK SKATE PARK PICKLE BALL COURTS PLAYGROUND SPLASH PAD DROP OFF EXISTING PARKING EXISTING PARKING BOLLARDS, SEE LANDSCAPE BOLLARDS, SEE LANDSCAPE FDC KNOX BOX FDC KNOX BOX PROPERTY LINETRANSFORMER PROPERTY LINE W 78TH ST.KERBER BLVD.MARKET BLVD.PROPERTY LINEPROPERTY LINE PROPERTY LINE CITY HALL LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") A011 1 A012 1 A015 5 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:40 PMAuthor Checker 2612-01 A010 ARCHITECTURAL SITE PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL SITE SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A010 1" = 30'-0" 1 ARCHITECTURAL SITE PLAN ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 CITY HALL METAL GRATE OVER GENERATOR ENCLOSURE, BELOW GARAGE ACCESS ACCESSIBLE PARKING (4 SPACES) BOLLARDS, SEE LANDSCAPE FLAG POLES, SEE LANDSCAPE MONUMENT SIGN, SEE LANDSCAPE FDC KNOX BOX PROPERTY LINETRANSFORMERMARKET BLVD.CITY HALL LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") TRANSFORMER, REF. ELECTRICAL CLEAR5' - 0"CLEAR5' - 0"PROPERTY LINE W 78TH ST MARKET BLVD95' - 0" 100' - 0" 95' - 0" 98' - 6"99' - 6" 99' - 6"98' - 6" 96' - 7" 96' - 6" 1 1/8" / 1'-0" 5/8" / 1'-0" T.O. WALL T.O. WALL T.O. WALL T.O. WALL T.O. CONC @ O.H. DOOR T.O. CONC @ DRAIN 96' -0 1/4" B.O. STAIR 99' -11 1/2" T.O. STAIR 95' -11 3/4" T.O. STAIR 92' -0 1/4" B.O. STAIR 98' - 6" 98' - 6" T.O. CONC T.O. WALL T.O. WALL T.O. CONC T.O. WALL B.O. WELL 3 LEVELS 59,509 SF 72' HEIGHT Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:04:47 PMAuthor Checker 2612-01 A011 ENLARGED SITE PLAN - CITY HALL CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL SITE SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A011 3/32" = 1'-0" 1 ENLARGED CITY HALL SITE PLAN ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 PARK PAVILION 1 LEVEL 1,599 SF 25' HEIGHT PUBLIC PARKING (47 SPACES) COVERED STAGE LAWN PLAYGROUND SPLASH PAD FDC KNOX BOX ROOF DRAIN OUTLET LOCATIONS ROOF DRAIN OUTLET LOCATIONS Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:05:17 PMAuthor Checker 2612-01 A012 ENLARGED SITE PLAN - PARK PAVILION AND STAGE CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL SITE SITE PLAN GENERAL NOTES 1. REFER TO SITE SURVEY FOR EXISTING TOPOGRAPHY, UTILITIES, AND OTHER PERTINENT INFORMATION. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. REFER TO 'C' SERIES (CIVIL) DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, SITE GRADING, UTILITIES, STORMWATER, AND SITE PAVING. 5. REFER TO 'L' SERIES (LANDSCAPE) DRAWINGS FOR LANDSCAPE PLANTINGS, SPECIALITY PAVING, FLAG POLES, AND SITE FURNISHINGS. 6. REFER TO 'E' SERIES (ELECTRICAL) DRAWINGS FOR SITE LIGHTING AND SITE POWER. 7. REFER TO 'T' SERIES (TECHNOLOGY) DRAWINGS FOR SITE SECURITY AND ACCESS CONTROL. 8. REFER TO 'M' SERIES (MECHANICAL) DRAWINGS FOR BUILDING STORM WATER, SEWER, AND OTHER CONNECTION LOCATIONS. 9. REFER TO GEOTECHNICAL REPORT PROVIDED IN PROJECT MANUAL FOR MORE INFORMATION. 10. CONCRETE APRONS/STOOPS AT EXTERIOR SIDE OF DOOR THRESHOLDS AND SILLS SHALL BE 1/2 INCH LOWER THAN INTERIOR FLOOR. AND SLOPE AWAY FROM BUILDING AT 1/4 INCH PER FOOT MINIMUM. 11. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED FROM THE PERPENDICULAR FACE OF THE BUILDING WALL. REFER TO CIVIL FOR ADDITIONAL GRADING REQUIREMENTS. 12. FINISHED FLOOR ELEVATION 100' -0" = XXXX' -XX". A012 3/32" = 1'-0" 1 ENLARGED PARK PAVILION AND STAGE SITE PLAN ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 1 A024 1 A024 5 A024 5 A024 4 A023 1 A023 2 A023 3 A023 2 A024 2 A024 6 A024 6 A024 3 A024 3 A024 PA PA P1 P1 PB PB PC PC PD PD PE PE P2 P2 P4 P4 P3 P3 WOMEN'S RESTROOM P106 CONSESSIONS P102 EVENT SPACE P101 FAMILY RR P105 MEN'S RESTROOM P108 ELEC / MECH P104P108P106P104 P102.1A027 9 A0274 10 11 2 3 1 A027 7 8 CANOPY OVERHEAD CANOPY OVERHEADCANOPY OVERHEADA027 5 2' - 8"5' - 4"6' - 10"4' - 0"4' - 0"10' - 0"7' - 0"3' - 4"17' - 4"14' - 0" 12 8' - 6"8' - 3"6' - 4"2' - 3"1' - 6" SF-72 SF-70 10' - 0"27' - 8"14' - 0"39' - 8"13' - 6"12' - 2"10' - 8"6 10"5' - 7" FIN. 4' - 0"1' - 7" P102.2 P101.3VESTIBULE P107 P101.25' - 0"2' - 0" 1' - 8"3' - 4"1' - 8" P107.2P107.1 8' - 3"22' - 7" 4" 2' - 0" S6 S6 T4 S4 COUNTER 2' - 1"13' - 4"7' - 0"16' - 0"1' - 2" 1' - 8" 2' - 4"7' - 8"4" F.O.S. 1' - 9"1' - 6"5' - 1 1/8"3' - 0" CLR5' - 0 1/8"3' - 6 1/8"1' - 8"F.O.S.1' - 2 5/8"1' - 8" 6' - 8"1' - 10"7' - 4"1' - 10"6' - 8" P101.16' - 4"5"10"5' - 4"1' - 1"T4 T4 S6 3' - 0"80.00°STORAGE P103 P103FC-1 P105T25 R02 R02 R02 R15 R15 4' - 0"2' - 0"32' - 0"1' - 0"1' - 0"4' - 0"1' - 0"1' - 0"1' - 6"4' - 0"14' - 6"4' - 0"3' - 6"RAMP 108' - 0" CANOPY OVERHEAD CANOPY OVERHEADSTAGE 4 A024 4 A024 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:46 PMAuthor Checker 2612-01 A021 PARK PAVILION FLOOR PLAN CHANHASSEN CIVIC CAMPUS A021 1/4" = 1'-0" 1 PARK PAVILION -FLOOR PLAN KEYNOTES - ARCHITECTURAL FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A021 1/8" = 1'-0" 2 COVERED STAGE FLOOR PLAN ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 1 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" 2 A024 3 A024 PAPBPCPDPE MP-1A FBR-1 MP-3 MP-1B OVERHEAD COILING DOOR AE03 11' - 0"5 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" P1P2P4P3 MP-1A FBR-1 MP-3 MP-1A AE03 R-1 5 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" 6 A024 P1 P2 P4P3 MP-1B FBR-1 MP-3 17' - 0"3' - 4"3' - 4"3' - 4"4' - 0"3' - 4"4' - 0"3' - 4" RECESS BRICK VENEER 1/2" 1 A024 PAVILION ROOF 117' -6" PAVILION LEVEL 1 106' -6" 2 A024 3 A024 PA PB PC PD PE MP-1B Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:12:18 PMAuthor Checker 2612-01 A023 PARK PAVILION EXTERIOR ELEVATIONS CHANHASSEN CIVIC CAMPUS A023 1/8" = 1'-0" 2 PAVILION EXTERIOR ELEVATION -EAST A023 1/8" = 1'-0" 1 PAVILION EXTERIOR ELEVATION -NORTH A023 1/8" = 1'-0" 3 PAVILION EXTERIOR ELEVATION -SOUTH A023 1/8" = 1'-0" 4 PAVILION EXTERIOR ELEVATION -WEST KEYNOTES - EXTERIOR ELEVATION AE03 PRE-FINISHED METAL COPING, COLOR: TBD EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. ISSUE # DATE DESCRIPTION NORTHEAST PERSPECTIVE NORTH PERSPECTIVE Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL STN-1 STONE VENEER MASONRY PAVILION -EXTERIOR ELEVATION MATERIAL LEGEND FBR-1 FACE BRICK -TAN MP-1A ACM PANEL MP-2 METAL CLADDING MP-3 METAL CLADDING CONC-1 CAST-IN-PLACE CONCRETE (B.O.D.: LONGBOARD, BLEND 4" & 6" V-GROOVE PLANK, LIGHT FIR) (B.O.D.: LONGBOARD, 4" CASTELLATION PLANK, SATIN BLACK) (B.O.D.: PAC-CLAD, ACM, METALLIC SILVER) (B.O.D.: READINGROCK, ROCKCAST, LILY WHITE BLEND, SLATE FINISH) (B.O.D.: SUMMIT BRICK, 751L DOVE, SIZE: MODULAR) SSR-1 STANDING SEAM METAL ROOF (B.O.D.: PAC-CLAD, SNAP-CLAD, SLATE GRAY) MP-4 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, SATIN BLACK) 1 A402 2 A401 1 A401 3 A502 3 A502 11 33 55 66 77 A A B B G G F F H D D C C J J 2 A503 2 A503 2 A501 2 A501 1 A501 1 A501 1 A503 1 A503 2 A502 2 A502 1 A502 1 A502 3 A402 4 A402 A153 1 A710 3 A711 3 A701 3 5 A451 44 22 7 A451 3 A555 A151 14 STORAGE 002 BOILER/ SPRINKLER 001 ARCHIVE STOR. 003 STAIR A STA-0 ELEC 011 LOCKERS 005 RR 006 MUD ROOM 007 CORRIDOR 004 STAIR B STB-0 FACILITIES 010 GENERATOR 012 001002003 004.2006 007.1 005007.2010011012004.1RAMP UP000.1 4" C.I.P. CONC. CURB CI-16 E.7 CI-16 CI-16 0 M8 0 M8 1 M8 CI-16 CI-16 K 0.5 194' - 3 1/2" 87'-11" 88'-2" 88'-4" 88'-2"88'-2" 88'-2" 88'-2" 88'-2" 88'-2" 87'-11" 88'-4"88'-4" 87'-11" 87'-11" 88'-2" 88'-2" 88'-4" 87'-11" 87'-11" 88'-2" 88'-4" 88'-2" 88'-4" 88'-2" 88'-4" 88'-4" 88'-4" 88'-4" 88'-2" 88'-4" 0" 88'-4" 88'-4" 88'-4" 88'-8"88'-8"STB-0STA-0 1 M8 1 M8 1 M12 1 M12 1 M12 10' - 5"10' - 0"44' - 0"10' - 0"26' - 6"3' - 9 1/4"7' - 6"4' - 0"CURB 2' - 0" CLEAR 22' - 4"CURB 2' - 0" 88'-4"DRIVE AISLE24' - 0"DRIVE AISLE 24' - 8"DRIVE AISLE20' - 6"D.7 D.9 E.9 DRIVE AISLE 24' - 1 7/8" TYP. STALL WIDTH 10' - 0"9' - 0"9' - 0"9' - 0"9' - 0"16' - 5 1/2"30' - 2"22' - 2"7' - 6"18' - 0"27' - 10"14' - 2"122' - 8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"194' - 3 1/2" 46' - 7 1/2"22' - 2"1' - 6"32' - 0"18' - 0"27' - 10"14' - 2"122' - 8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"6%16%8%88'-11" 85'-9" 96'-6" CI-16 MPM-1 C-8 VMC-8 6 A554 CI-16 15.00° 4' - 3"21' - 0" 32' - 0"26' - 0" 32' - 0" 1' - 4" 7' - 6"15' - 0"8"14' - 5"9' - 2"6' - 8"25' - 4"1' - 0"13' - 0"21' - 0"1 M8 7' - 0"4' - 8"7' - 8"8"7' - 0"9' - 7 3/4"28' - 4"21' - 6 1/4"12' - 4"19' - 8 3/8"6' - 4"2' - 8"1' - 9 1/2"2' - 0"1' - 10"4' - 0"6' - 4" A07 3' - 4"4"4" 3' - 4" 1' - 4"3' - 4" 3' - 4" 4" 3' - 10" 4"6' - 4"1' - 4"2' - 8"3' - 4"1 M8 1 M8 0 M8 3' - 10"4' - 0" 0 M8 6' - 4"8" 88'-4" 0 M8 GARAGE 000 C-8C-8 19' - 1"8' - 11"28' - 7 53/64"VMS-6 87'-11" 88'-2" 88'-2" 88'-2" 87'-11"88'-2" 88'-2" A04 A04 A04 A04 A04 36 35 34 33 32 31 30 29 28 27 26 25 24 23 16 15 20 21 22 1918 131211109876 5 4 2 1 14 A05 A05 A05 A05 A05 A05 A05 22' - 0" TRENCH DRAIN 6 " A07 A07 A07 A07 A07A07 A07 FC-1 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH PLAN NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:02:54 PMAuthor Checker 2612-01 A100 LOWER LEVEL - FLOOR PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL A04 FOUNDATION PERIMETER DRAIN TILE A05 STEEL BOLLARD, TYP A07 FLOOR DRAIN, REFER TO PLUMB FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A100 1/8" = 1'-0" 1 LOWER LEVEL FLOOR PLAN -CITY HALL LOWER LEVEL (CIVIL 970.83= ARCH 88'-4") LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") SCHEDULE - TOILET & BATH ACCESSORIES KEYNOTE DESCRIPTION NOTES T1 ELECTRIC HAND DRYER T2 AUTO PAPER TOWEL DISPENSER_WASTE RECEPTACLE (ASI-646924A) T3 DOUBLE-ROLL TOILET TISSUE DISPENSER T5 SANITARY NAPKIN DISPOSAL T7 TRANSFER TYPE SHOWER GRAB BAR - 36" @ CONTROL WALL, 18" FROM CONTROL WALL ALONG BACK WALL T10 BABY CHANGING STATION T13 GRAB BAR - 42" T14 GRAB BAR - 18" T15 GRAB BAR - 36" T24 FOLDING ADA SHOWER BENCH T25 42"Wx21"Hx20"D ADA LOCKER BENCH SCHEDULE - EQUIPMENT NO. DESCRIPTION MANUF. MODEL NOTES E1 30" INDUCTION RANGE KITCHENAID KSIS730PSS OFOI E2 30" RANGE HOOD PROLINE PLJW 185.30 OFOI E3 36" FRENCH DOOR REFRIGERATOR - - OFOI E4 WALL OVEN OFOI E5 COFFEE MAKER - PLUMBED - - OFOI E6 ACCESSIBLE HEIGHT DISHWASHER - - OFOI E7 COUNTER MICROWAVE - 3300 OFOI E8 24" WIDE UNDERCOUNTER REFRIGERATOR - - OFOI E9 UNDER COUNTER ICE MAKER FOLLETT E7UC100A OFOI E10 MULTI-FUNCTION PRINTER - - OFOI E12 24-INCH LE METAL LOCKER Spacesaver Corp - NIC E27 WALL-MOUNTED DISPLAY - - <varies> E30 VENDING MACHINE Generic Generic OFOI ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 2 A402 1 A402 2 A401 1 A401 3 A502 3 A502 11 33 55 66 77 A A B GF F H H EC C J J 2 A503 2 A503 2 A501 2 A501 1 A501 1 A501 1 A503 1 A503 2 A502 2 A502 1 A502 1 A502 A803 A803 3 A803 1 A803 6 A803 A801 1 A804 5 4 A80318 A803 1415 11 A804 3 2 3 A402 4 A402 A710 2 A711 2 A152 6 A152 1 A151 1 A152 11 A701 2 5 A451 6 A451 44 2 2 8 5 2 A803 A803 4 A802 4 A801 2 1 7 A451 7 9 10 4 A555 1 A551 OPEN TO RAMP BELOW VESTIBULE 102 LOBBY 101 WORK RM 111 CONFERENCE 110 STORAGE 112 ELEC 113 STAIR A STA-1 OFFICE 114 OFFICE 115 OFFICE 116 CLASSROOM 148 CONFERENCE 149 COMMUNITY ROOM 143 OFFICE 151 CORRIDOR 109 KITCHEN 150 110.2143.3113112 STA-1.1 111STA-1.2VESTIBULE 103 OPEN OFFICE 106 COPY/ MAIL 108 OFFICE 107 OFFICE 119 OFFICE 118 OFFICE 117 CONFERENCE 121 OFFICE 122 CONFERENCE 127 STORAGE 129 DATA 129A RR 126 RR 125 OPEN OFFICE 128 SHARED OFFICE 131 OFFICE 132 OFFICE 133INTERVIEW 134 STAIR B STB-1 STORAGE 124 VESTIBULE 100 TABLE STOR. 136 TRAINING ROOM 135 ELECTION STOR. 137 FAMILY RR 138 ELEC/AV 139 MEN'S RESTROOM 141 WOMEN'S RESTROOM 140 CLASSROOM 146 RR 145 RR 144 JAN. 142 STOR. 147 SERVICE COUNTER 105 RECEPTION 101A CORRIDOR 104 OPEN OFFICE 120 HUDDLE 123 PUBLIC STAIR STC-1 147145108105130 129 128.1134.1 134.2125126124100.2 100.1 136135.1137.2139138140141103.2103.1144142 128.2 A8014 3 13 149110.1137.1 STB-1.2127.1129ARR 130 143.2143.1A802 1 A802 2 12 A712 05 000.1 ROOF OVERHEADROOF OVERHEADROOF OVERHEAD ROOF OVERHEADRO OF O VE RH E AD ROOF OVERHEAD102.2 B.7 D.3 D.6 E.3 E.7 E.2 E.8 F.7 17 S6 T4T4 T4 T4 T4 T4 S6T4 T4 S6 S6 T4 S6 T3 15.00° K 0.5 0.5 3 A03 TYP1' - 2"(8) BOLLARDS REFER TO /4 A015 A02 A02 4 A451 SF-8 SF-9 SF-11 SF-12 SF-11 SF-8 SF-10 SF-9 SF-8 SF-7 SF-2 SF-1 SF-19SF-13 SF-11 SF-11 SF-11 SF-11 SF-11 9"10' - 10"6' - 4"11' - 3"9' - 7"1' - 8"13' - 11"F.O.SHTG9"5' - 4 1/8"7' - 0"15' - 1 7/8"3 A451 SF-60 SF-61 GW-68 GW-65 SF-51 SF-50 SF-54 SF-55 SF-59 SF-58 SF-52 148146ALIGN FURRING @ COLUMN T4 A8026 7' - 2"8' - 10" T4 4"5' - 0"4' - 8"4' - 9" FIN.13' - 1"A8025ROOF OVERHEADE.9 T4 T48%16%4' - 0"21' - 0" OPEN ABOVE OPEN ABOVE OPEN ABOVE OPEN ABOVE 16' - 5 1/2"38' - 10"13' - 6"7' - 6"14' - 1"25' - 2"36' - 9"6' - 7"35' - 5" 194' - 3 1/2"122' - 8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"194' - 3 1/2" 16' - 5 1/2"30' - 2"22' - 2"1' - 6"4' - 11"21' - 0"5' - 3"22' - 9"28' - 1"27' - 10"14' - 2" 0 M8 M12 1 M12 T4 T4 3%STB1.13 1/2"5" 11' - 1" 6 A554 1' - 2"2' - 0"56' - 4"13' - 0"F.O.SHTG9"F.O.SHTG 9"F.O.SHTG9"8' - 4 3/4"F.O.CMU 9"F.O.CMU9"12' - 7"F.O.SHTG9"F.O.SHTG 9" 11' - 11"6' - 1"9' - 0" 7' - 11" SA4F.O.SHTG1' - 0 5/8"105.2 10' - 5"2' - 11" 2' - 7 1/2"5' - 6"15' - 2"9" 1' - 1 1/2"2' - 8" 9"14' - 2"4' - 4"3' - 1"8 1/2"11' - 3"9' - 7"1' - 8"13' - 11"F.O.SHTG9"10"10' - 6"1' - 0" 3' - 0 1/2"8' - 0 1/4"6" 3' - 8" T4T4 T4T4 4"6' - 8"8' - 7"14' - 5 1/2"9' - 6" A152 16 T2ALIGN2' - 8"1' - 0" T4 T4 A23 A07 1' - 0" 11"11' - 1" T1 T1 7' - 10"T2 2' - 7"1' - 7" 4 1/2"ALIGNT4 11' - 5 1/4"1' - 8"4' - 0"1' - 8"4' - 0"2' - 8"14' - 7 1/2"7 1/2"SA4 ALIGN ALIGN9"5"9"4"17' - 0" SF-56 SF-57 4"16' - 6" 8"5' - 8" 6' - 6"6' - 6"1' - 8"6' - 6"1' - 8"4' - 0"1' - 8"4' - 0"16 1' - 3" T4 T3T3 T4 T4 ALIGN 9"ALIGN 9"6 1/2"13' - 1 7/8"10"135.2VMS-6 6' - 0"4' - 0"6' - 0"4' - 3"4' - 1"10' - 0"2' - 0"6' - 0"10' - 0"4' - 0"8"6' - 7"7"6' - 0"2' - 0"4' - 0"6' - 0"6' - 0"2' - 0"6' - 0"2' - 10"4' - 0"2' - 0"4' - 0"2' - 0"4' - 0"8' - 0"4' - 0"2' - 0"4' - 0"8' - 11 1/4" FBM-8 MSB-8 VMS-6 VMB-12 FBM-12 VMS-6 MSS-6 VMS-6 VMS-6 VMS-6 VMS-6VMS-6 A06 4' - 2"SF-14 A802 7 VMC-16 VMC-8 SF-15 SF-16 10"102.1 FIN 4' - 0"4' - 0"11' - 0"A11 5' - 0"8' - 5" A11 2' - 6" T4 T4T4 T4T4 SF-17 10' - 0"9"114 115 116 119 118 117 121 122 107.11311321335' - 8"2' - 6"107.2 127.2GW-68 16' - 6"4"3' - 8"FIN1' - 4"1' - 2 5/8"FIN 1' - 1"FIN 2' - 1 1/2" T1 T1 151 8"5' - 6"2' - 0"4' - 0"SF-56 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH PLAN NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:03:27 PMAuthor Checker 2612-01 A101 LEVEL 1 - FLOOR PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL A02 WALL-MOUNTED KNOX BOX LOCATION A03 6 INCH DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD WITH PLASTIC COVER A06 MANUAL OPERABLE PARTITION, SEE BID ALTERNATES. A07 FLOOR DRAIN, REFER TO PLUMB A11 FLOOR BOX LOCATION FOR PODIUM CONNECTION, REFER TO ELEC./TECH. A23 24"x24" MOP SINK AND FAUCET, REFER TO PLUMBING. FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A101 1/8" = 1'-0" 1 LEVEL 1 FLOOR PLAN -CITY HALL LEVEL 1 (CIVIL 982.5' = ARCH 100'-0") SCHEDULE - TOILET & BATH ACCESSORIES KEYNOTE DESCRIPTION NOTES T1 ELECTRIC HAND DRYER T2 AUTO PAPER TOWEL DISPENSER_WASTE RECEPTACLE (ASI-646924A) T3 DOUBLE-ROLL TOILET TISSUE DISPENSER T5 SANITARY NAPKIN DISPOSAL T7 TRANSFER TYPE SHOWER GRAB BAR - 36" @ CONTROL WALL, 18" FROM CONTROL WALL ALONG BACK WALL T10 BABY CHANGING STATION T13 GRAB BAR - 42" T14 GRAB BAR - 18" T15 GRAB BAR - 36" T24 FOLDING ADA SHOWER BENCH T25 42"Wx21"Hx20"D ADA LOCKER BENCH SCHEDULE - EQUIPMENT NO. DESCRIPTION MANUF. MODEL NOTES E1 30" INDUCTION RANGE KITCHENAID KSIS730PSS OFOI E2 30" RANGE HOOD PROLINE PLJW 185.30 OFOI E3 36" FRENCH DOOR REFRIGERATOR - - OFOI E4 WALL OVEN OFOI E5 COFFEE MAKER - PLUMBED - - OFOI E6 ACCESSIBLE HEIGHT DISHWASHER - - OFOI E7 COUNTER MICROWAVE - 3300 OFOI E8 24" WIDE UNDERCOUNTER REFRIGERATOR - - OFOI E9 UNDER COUNTER ICE MAKER FOLLETT E7UC100A OFOI E10 MULTI-FUNCTION PRINTER - - OFOI E12 24-INCH LE METAL LOCKER Spacesaver Corp - NIC E27 WALL-MOUNTED DISPLAY - - <varies> E30 VENDING MACHINE Generic Generic OFOI ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 2 A402 1 A402 2 A401 1 A401 3 A502 3 A502 11 33 55 66 77 A A B B GF F HED D C C J J 2 A503 2 A503 2 A501 2 A501 1 A501 1 A501 1 A503 1 A503 2 A502 2 A502 1 A502 1 A502 A801 1 3 A402 4 A402 A154 1 A711 1 A153 6 A701 1 A153 11 A153 16 A153 21 A710 1 A804 8 11 A154 A80515 14 13 A805 11 12 A8052 1 3 6 A451 44 22 A804 10 A80412 A804 A805 7 A8046 A802 4 A801 2 7 A451 13 3 A555 4 A555 1 A551 STORAGE 210 OFFICE 221 OFFICE 230 OFFICE 229 STORAGE 236 OFFICE 220 WORK RM 219 OFFICE 222 OFFICE 223 COPY/MAIL 218 MECH 215 SERVER 226 OFFICE 228 STORAGE 227STAIR A STA-2 STOR. 224 ALCOVE 216 OPEN TO BELOW OPEN TO BELOW 219217 STA-2225 226224227236214209.1215BREAK 209 SESSION CONF. 202 AV/STOR 205 RR 204 JAN. 206 OFFICE 240 OFFICE 232 OFFICE 248 OFFICE 231 OFFICE 239 OFFICE 238 OFFICE 250 RR 244 ADMIN CONF 252 PLOTTER 246 RR 208 OFFICE 249 OFFICE 233 RR 212 INTRV/CONF 251 RR 243 STAIR B STB-2 RR 207 BREAK 245 CORRIDOR 200 OPEN TO BELOW OPEN TO BELOW CORRIDOR 203 CONFERENCE 235 HUDDLE 234 STORAGE 242 HUDDLE 241 OPEN OFFICE 225 OPEN OFFICE 237 OPEN OFFICE 247 209.2 210212206 242244243245202.1204205203.2 251.1208207200A8014 3 8 A1547 A80415 A804 A805 8A80416 A805 4 A802 1 A802 2 6 5 9 9 17 OPEN OFFICE 217 209.3202.2 A712 04ROOF OVERHEADROOF OVERHEADOPEN TO BELOW235 B.7 D.3 D.6 E.3 E.7 E.2 E.8 F.7 VESTIBULE BELOW VESTIBULE BELOW 10.00°15.00°15.00°10 7 K K 0.5 0.5 3 SB1 WELLNESS 214 CW -14 CW-2 CW-3CW-4 CW -5 CW -6 CW -7 CW -8 CW -9 CW-10 CW -11 CW -12 CW -13 SF-22 SF-23 SF-25 SF-41 SF-38SF-32SF-30 SF-27 CW -1 1 M8 1 S6 1 S6 1 S61 S6 1 S6 T3 T4 T4 T4 T4 S6 T4 T4 S6 S6 T4 T4 T4 T4 S6 S6 T4T4 T4 S6 T3 S6 S6 S6 S6 T6 T4 SB1 SB1 T4 T4 S6 T4 3.00°AHU SEE MECH. ALIGN CW -16CW-17 GW-78GW-77 GW-76 GW -84 GW -85 SHIPS LADDER TERRACE TERRACE A8026 201.12' - 0"5' - 2"A8025 3 CANOPY BELOW R-3FIN10 1/2"FIN10 1/2"STB-23' - 5"3' - 5"4' - 11"9"A4 A4 7' - 7 1/4"4' - 10" 10" E30 T4 17 18 16 1' - 1 3/8"16' - 4"2' - 0"5' - 6" SF-24 F.O.SHTG 3 5/8"F.O.SHTG1' - 0 5/8"16' - 4"29' - 0"23' - 0"10' - 6"27' - 6"16' - 4"16' - 5 1/2"30' - 2"22' - 2"6' - 5"21' - 0"5' - 3"22' - 9"10' - 1"18' - 0"27' - 10"14' - 2"F.O.SHTG9"F.O.SHTG1' - 2"F.O.SHTG 1' - 0" 7' - 6" CLR 3' - 7" 2' - 0"12' - 0 3/4" T4 COUNCIL CHAMBERS 201 SA4 10"5' - 11"9' - 6"9"2' - 0"2' - 8"1' - 0" T2ALIGN 7' - 0"8' - 7"ALIGN6"11 3/4"3"T4 FIN 2' - 8" R-44"6' - 4"7' - 8"11' - 3"9"1' - 2"9' - 4"6' - 3"F.O. SHTG9"3"10' - 9"10' - 2"6' - 7"3' - 8"11' - 11"F.O.SHTG9"16' - 9 1/2"14' - 4"3' - 2"8' - 2 1/2"7' - 10"7' - 3"12' - 0" F.O. SHTG 9"1' - 10"15' - 1"3' - 5"2' - 0"10' - 11"14 1' - 8"12' - 3"1' - 1 57/256"7' - 4"4 ' - 0 "2 ' - 0 "4 ' - 0 "2 ' - 0 "4 ' - 0 "2 ' - 0 "3' - 11 7/8"2' - 6"4' - 0"2' - 0"16' - 0"2' - 0"4' - 0"2' - 0"5.00° 2' - 11 17/256" 4' - 0 1/2"7' - 2"2' - 2" T4 T4 1' - 3"4' - 6 1/4"ALIGN 11' - 0"1' - 0"8' - 4"3' - 0"5' - 8"ALIGN9' - 6"3" 1' - 0"9' - 2"8' - 10"9"1' - 0 5/8" 10' - 6"10' - 6" 1' - 0"11' - 3"9' - 7"1' - 8"13' - 11"F.O.SHTG9"T4 T4 8 3/8" E27 T1 T3 FIN1' - 8"FIN 1' - 5" 4' - 10 1/2"4' - 0"5' - 8" F.O.SHTG 9"4"ALIGN 1' - 1 11/16"ALIGN 1' - 2"1' - 8"SF-40 1' - 8"26' - 4"35' - 1" E.O.S.2" E.O.S.13' - 1"12' - 1" E.O.S. 7' - 6" E.O.S. EOS 1' - 4"88.00°88.00°5.00°A08 MPS-6VMS-6 VMS-6MPS-6 MPS-6 MPS-6 VMS-6 MSS-6 MSS-6 MSS-6MSS-6MSS-6 MSS-6 VMS-6 MSS-6 MSS-6 MPS-6 VMS-6 VMB-12 MPS-6 MPS-6 VMS-6 MPS-6MPS-6MPS-6 5 A401 6 A401 7 A401 SF-31SF-29 SF-28 SF-26 R-5 R-4 2 A671 8 A850 8 A850 1 A850 1 A850 1 A850 1 A850 R-4 5' - 0"1 4 0 .0 0 °11"A154 4 T4 T4 A155 2 A1553 A155 9 A155 8 A155 10 A155 11 A155 12 A155 7 A155 1 A155 6 A155 5 A155 42' - 8"3' - 4"230229.2 223 222 221 220 2' - 3" FINFIN 1' - 1" T4 T4 229.1 228 231 232 233 240 239 238 249248250251.2252.1252.2 T4 Architecture Interior Design Landscape Architecture Engineering TRUE NORTH PLAN NORTH 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:03:39 PMAuthor Checker 2612-01 A102 LEVEL 2 - FLOOR PLAN CHANHASSEN CIVIC CAMPUS KEYNOTES - ARCHITECTURAL A08 DRINKING FOUNTAIN, SEE PLUMBING FLOOR PLAN GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. 2. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES UPON DISCOVERY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODES. COMPLIANCE WITH ALL APPLICABLE CODES WILL BE REQUIRED TO BE MET OR EXCEEDED. 5. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND CEILING FINISHES. 6. REFER TO CODE PLANS FOR LOCATIONS OF RATED WALLS, SMOKE BARRIERS, FIRE EXTINGUISHER CABINETS, ETC. 7. REFER TO INTERIOR FINISH PLANS AND ROOM FINISH SCHEDULE FOR ROOM FINISHES. 8. REFER TO INTERIOR FURNITURE PLANS FOR FURNITURE/FIXTURE LAYOUT. 9. REFER TO SHEET G140 FOR TYPICAL MOUNTING ELEVATIONS. 10. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOPPING. 11. UNLESS NOTED OTHERWISE, ALL NON-RATED INTERIOR WALLS SHALL BE TYPE "S4", EXTENDING UP TO UNDERSIDE OF FLOOR OR ROOF ABOVE WITH MINERAL WOOL ACOUSTIC BATT INSULATION. SCRIBE GYPSUM BOARD TO IRREGULARITIES OF DECK ABOVE AND SEAL AROUND ALL PENETRATIONS WITH ACOUSTIC SEALANT. 12. PLAN DIMENSIONS ARE TO FINISHED SURFACE OF MASONRY WALLS, OR CENTERLINE OF STUDS AT METAL STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE. REFER TO SHEET A602 CONSTRUCTION ASSEMBLY TYPES FOR MORE INFORMATION. 13. COORDINATE ALL LOCATIONS FOR IN-WALL BLOCKING AND/OR WALL BACKING FOR ITEMS SUCH AS TOILET ACCESSORIES, GRAB BARS, CASEWORK, WALL-MOUNTED FIXTURES, MARKER BOARDS, VISUAL DISPLAY BOARDS, AUDIO-VISUAL EQUIPMENT, HANDRAILS, ETC. INSTALL FIRE-RESISTIVE TREATED WOOD BLOCKING OR METAL BACKING PLATES IN METAL STUD PARTITIONS. 14. TRANSITIONS BETWEEN FINISH FLOOR ELEVATION(S) SHALL NOT EXCEED 1/2 INCH, UNLESS NOTED OTHERWISE. 15. PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PADS BELOW ALL FLOOR-MOUNTED INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT. VERIFY EXACT SIZES AND LOCATIONS WITH AFFECTED TRADES. 16. CONTRACTOR SHALL COORDINATE ALL REQUIRED FLOOR/WALL/ROOF PENETRATION SIZES AND LOCATIONS WITH ASSOCIATED TRADES PRIOR TO CUTTING. 17. CONTRACTOR SHALL INSTALL CONTINUOUS PERFORATED DRAIN TILE AROUND THE OUTSIDE PERIMETER OF BUILDING. REFER TO FOUNDATION DETAILS AND SPECIFICATION FOR MORE INFORMATION. SEE PLUMBING DRAWINGS FOR SUMP LOCATION. 18. INTERIOR ELEVATION MARKERS BASED ON PLAN NORTH DIRECTION 19. UNLESS NOTED OTHERWISE, ALL LOWER LEVEL WALLS TO BE TYPE "M8". A102 1/8" = 1'-0" 1 LEVEL 2 FLOOR PLAN -CITY HALL SCHEDULE - TOILET & BATH ACCESSORIES KEYNOTE DESCRIPTION NOTES T1 ELECTRIC HAND DRYER T2 AUTO PAPER TOWEL DISPENSER_WASTE RECEPTACLE (ASI-646924A) T3 DOUBLE-ROLL TOILET TISSUE DISPENSER T5 SANITARY NAPKIN DISPOSAL T7 TRANSFER TYPE SHOWER GRAB BAR - 36" @ CONTROL WALL, 18" FROM CONTROL WALL ALONG BACK WALL T10 BABY CHANGING STATION T13 GRAB BAR - 42" T14 GRAB BAR - 18" T15 GRAB BAR - 36" T24 FOLDING ADA SHOWER BENCH T25 42"Wx21"Hx20"D ADA LOCKER BENCH SCHEDULE - EQUIPMENT NO. DESCRIPTION MANUF. MODEL NOTES E1 30" INDUCTION RANGE KITCHENAID KSIS730PSS OFOI E2 30" RANGE HOOD PROLINE PLJW 185.30 OFOI E3 36" FRENCH DOOR REFRIGERATOR - - OFOI E4 WALL OVEN OFOI E5 COFFEE MAKER - PLUMBED - - OFOI E6 ACCESSIBLE HEIGHT DISHWASHER - - OFOI E7 COUNTER MICROWAVE - 3300 OFOI E8 24" WIDE UNDERCOUNTER REFRIGERATOR - - OFOI E9 UNDER COUNTER ICE MAKER FOLLETT E7UC100A OFOI E10 MULTI-FUNCTION PRINTER - - OFOI E12 24-INCH LE METAL LOCKER Spacesaver Corp - NIC E27 WALL-MOUNTED DISPLAY - - <varies> E30 VENDING MACHINE Generic Generic OFOI ISSUE # DATE DESCRIPTION 01/24/2024 BID PACKAGE 1 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" A B GF HEDC J 2 A503 1 A503 2 A502 1 A502 MP-2 MP-1A STN-1 MP-2 MP-1A MP-3 MP-1A STN-1MP-3MP-4 MP-3 STN-1 MP-4 MP-2 D.6 F.7 MP-3MP-1A MP-1A MP-1A MP-5 MP-5 MP-5 MP-1A MP-1A MP-3 MP-1A MP-2 MP-1A AE03 AE06AE03AE03AE07AE06 AE08 AE10 AE04 AE05 AE02 SF-43 SF-44 SF-23 SF-24 SF-8 SF-9 SF-11 SF-12 SF-11 SF-8 SF-10 SF-9 SF-8 SF-25 SF-7 SF-6 CW -12 CW-11 CW-10 CW-9 CW -3 MP-1B SF-2 AE01 SF-5SF-3SF-3 R03 R03R03 R03 R03 MP-2 MP-3 MP-3 MP-4 A451 3 AE23 MP-2 MP-2 6 A672 1 A674 AE2814' - 0"14' - 0"11' - 8"14' - 0"14' - 0"11' - 8"CLOCK TOWER35' - 0"LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" ABGFHDCJ 2 A503 2 A502 1 A502 MP-1A STN-1 STN-1 STN-1 MP-1A MP-1A MP-1A STN-1 28' - 6 3/8"16' - 0"16' - 0"16' - 0" D.6 MP-1A 23' - 9" AE02 AE09 AE17 AE06 AE09 AE19 AE20 AE18 AE208"8"8"1' - 4"SF-45 CW -14 SF-38 SF-19 SF-18 SF-31 SF-15 SF-13 SF-29 SF-46 SF-37 SF-36 SF-17 SF-16 SF-35 SF-34SF-39 SF-33 SF-14 SF-32 MP-1B SF-30 FBR-2 AE21 AE21 AE21 AE21 MP-232' - 3 119/128"MP-2 MP-1B FBR-2 6 A672 1 A674 STN-1 STONE VENEER MASONRY CITY HALL -EXTERIOR ELEVATION MATERIAL LEGEND FBR-2 FACE BRICK MP-1A ACM PANEL MP-2 METAL CLADDING MP-3 METAL CLADDING CONC-1 CAST-IN-PLACE CONCRETE (B.O.D.: LONGBOARD, BLEND 4" & 6" V-GROOVE PLANK, LIGHT FIR) (B.O.D.: LONGBOARD, 4" CASTELLATION PLANK, SATIN BLACK) (B.O.D.: PAC-CLAD, ACM, METALLIC SILVER) (B.O.D.: HALQUIST STONE, CUT STONE, COLOR: BLEND 70% REGAL, 30% ODESSA, FINISH: SANDBLAST) MP-4 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, SATIN BLACK) (B.O.D.: GLEN-GERY, COLOR/FINISH: BLACK PEARL SMOOTH, SIZE: SAXON) MP-1B ACM PANEL (B.O.D.: PAC-CLAD, ACM, BLACK) MP-5 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, LIGHT FIR) FBR-3 FACE BRICK (*BID ALTERNATE) (B.O.D.: GLEN-GERY, COLOR/FINISH: COLUMBIA, SIZE: ROMAN MAXIMUS) 1 A503 MP-2 STN-1 STN-1 6 A672 2 A401 1 A401 3 A401 LEVEL 2 114' -0" ROOF BEARING 128' -0" SF-22 MP-1A MP-3 MP-2 AE16 LEVEL 2 114' -0" ROOF BEARING 128' -0" MP-1AMP-3 AE16 LEVEL 2 114' -0" ROOF BEARING 128' -0" 1 A502 SF-23 SF-24 MP-3MP-1AMP-2 MP-2MP-3 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 4:24:26 PMAuthor Checker 2612-01 A401 OVERALL EXTERIOR ELEVATIONS CHANHASSEN CIVIC CAMPUS A401 1/8" = 1'-0" 1 EXTERIOR ELEVATION -WEST A401 1/8" = 1'-0" 2 EXTERIOR ELEVATION -OVERALL EAST KEYNOTES - EXTERIOR ELEVATION AE01 ALUM. GUARDRAIL W/ GLASS PANEL INFILL AE02 PAINTED STEEL COLUMN, SEE STRUCT. AE03 PRE-FINISHED METAL COPING, COLOR: TBD AE04 MASONRY LEDGE AE05 FOOTING, SEE STRUCT. AE06 RTU W/ INTEGRATED SCREENING, SEE MECH. AE07 THROUGH-WALL LOUVER, SEE MECH. COLOR: TBD AE08 FIN WALL W/ METAL PANEL WRAP AE09 CONTROL JOINT AE10 CONTROL JOINT, WALL BEYOND COLUMN AE16 PAINTED STEEL TUBE, SEE STRUCT. AE17 SUB-GRADE LEDGE, REFER TO STRUCT. FOR LEDGE STEP AE18 INSULATED OVERHEAD HIGH-SPEED COILING DOOR WITH CUSTOM EXTERIOR PAINT FINISH. AE19 STEEL BOLLARD, SEE LANDSCAPE AE20 INSULATED METAL DOOR, COLOR: TBD AE21 THROUGH WALL ROOF OVERFLOW SCUPPER. AE23 ROOF OVERFLOW DRAIN LAMBS TONGUE, REFER TO PLUMBING. AE28 STEEL CABLE GUARDRAIL, FACE MOUNTED BETWEEN COLUMNS; 3 1/2" VERTICAL SPACING. COLOR: BLACK EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A401 1/8" = 1'-0" 3 EXTERIOR ELEVATION -WEST @ TOWER ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL A401 1/8" = 1'-0" 6 TERRACE ELEVATION -NORTH A401 1/8" = 1'-0" 7 TERRACE ELEVATION -WEST A401 1/8" = 1'-0" 5 TERRACE ELEVATION -SOUTH Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 STN-1 STONE VENEER MASONRY CITY HALL -EXTERIOR ELEVATION MATERIAL LEGEND FBR-2 FACE BRICK MP-1A ACM PANEL MP-2 METAL CLADDING MP-3 METAL CLADDING CONC-1 CAST-IN-PLACE CONCRETE (B.O.D.: LONGBOARD, BLEND 4" & 6" V-GROOVE PLANK, LIGHT FIR) (B.O.D.: LONGBOARD, 4" CASTELLATION PLANK, SATIN BLACK) (B.O.D.: PAC-CLAD, ACM, METALLIC SILVER) (B.O.D.: HALQUIST STONE, CUT STONE, COLOR: BLEND 70% REGAL, 30% ODESSA, FINISH: SANDBLAST) MP-4 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, SATIN BLACK) (B.O.D.: GLEN-GERY, COLOR/FINISH: BLACK PEARL SMOOTH, SIZE: SAXON) MP-1B ACM PANEL (B.O.D.: PAC-CLAD, ACM, BLACK) MP-5 METAL CLADDING (B.O.D.: LONGBOARD, PANELS, LIGHT FIR) FBR-3 FACE BRICK (*BID ALTERNATE) (B.O.D.: GLEN-GERY, COLOR/FINISH: COLUMBIA, SIZE: ROMAN MAXIMUS) LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" 3 A502 13567 2 A501 1 A501 4 2 STN-1 STN-1 MP-3 MP-1A MP-1A STN-1 MP-3 MP-4 MP-3 MP-4 MP-1A MP-3 MP-1A MP-1A MP-4AE06 AE03 AE09 AE09 AE03 SF-28 CW -1 SF-11 SF-11 SF-11 SF-11 SF-11 CW-13 FBR-2 SF-27 SF-26 MP-1B CW-15 SF-478"1' - 6"AE07 A451 4 2" DEEP, TRIMLESS FACE LIT ALUMINUM FABRICATED SIGNAGE, PIN MOUNTED, MATTE BLACK PAINTED FINISH AE09 1' - 6"8"8"1' - 6"2" DEEP, TRIMLESS FACE LIT ALUMINUM FABRICATED SIGNAGE, PIN MOUNTED, MATTE BLACK PAINTED FINISH 2" DEEP, TRIMLESS FACE LIT ALUMINUM FABRICATED SIGNAGE, PIN MOUNTED, BRUSHED ALUM FINISH 3/8" DEEP CUT ALUMINUM SIGNAGE, ADHESIVE MOUNTED, BRUSHED ALUM FINISH8"10"AE24 MP-1B 5 A672CLOCK TOWER35' - 0"LEVEL 1 100' -0" LEVEL 2 114' -0" ROOF BEARING 128' -0" LOWER LEVEL 88' -4" 3 A502 1 3 5 6 7 2 A501 1 A501 42 STN-1 STN-1 MP-3 MP-3 MP-3MP-3MP-3 MP-1A STN-1 STN-1 MP-1A MP-1A MP-1A MP-1A MP-1A AE13 AE03 AE09AE06 AE01 AE16 SF-3 CW -8 CW-7 CW -6 CW -5 CW-4 CW -2 SF-1 SF-40SF-41SF-42 SF-3SF-4SF-4 SF-20SF-21 EQUAL EQUAL 20' - 0"5 A672 AE28 CLOCK TOWER35' - 0"14' - 0"14' - 0"11' - 8"67 5 A557 AE09 6 7 5 A557 AE09AE09 5 A672 1 A402 4 A402 2 A402 3 A402 @ TOWER @ TOWER A402 1/8" = 1'-0" 2 EXTERIOR ELEVATION -SOUTH Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 4:24:38 PMAuthor Checker 2612-01 A402 OVERALL EXTERIOR ELEVATIONS CHANHASSEN CIVIC CAMPUS A402 1/8" = 1'-0" 1 EXTERIOR ELEVATION -NORTH KEYNOTES - EXTERIOR ELEVATION AE01 ALUM. GUARDRAIL W/ GLASS PANEL INFILL AE03 PRE-FINISHED METAL COPING, COLOR: TBD AE06 RTU W/ INTEGRATED SCREENING, SEE MECH. AE07 THROUGH-WALL LOUVER, SEE MECH. COLOR: TBD AE09 CONTROL JOINT AE13 FACE MOUNTED ALUM. CLOCK - SILHOUETTE DESIGN, INTEGRATED CLOCK MECHANICS BEHIND WALL, ACCESSED FROM REAR. BACKLIGHTING OF RAISED CLOCK MARKINGS AE16 PAINTED STEEL TUBE, SEE STRUCT. AE24 ALUMINUM PARAPET LADDER. AE28 STEEL CABLE GUARDRAIL, FACE MOUNTED BETWEEN COLUMNS; 3 1/2" VERTICAL SPACING. COLOR: BLACK EXTERIOR ELEVATION GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. WHERE DIMENSIONS ARE NOT PROVIDED OR ARE UNCLEAR, REQUEST CLARIFICATION FROM THE ARCHITECT. 2. REFER TO CIVIL DRAWINGS FOR GRADE ELEVATION AROUND THE PERIMETER OF THE BUILDING. 3. REFER TO STRUCTURAL DRAWINGS FOR FOOTING DEPTHS AND TYPES. 4. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF HOSE BIBS, ROOF OVERFLOW DRAINS, ETC. 5. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHT FIXTURE TYPES AND LOCATIONS. 6. REFER TO ARCHITECTURAL FLOOR PLANS AND WALL SECTIONS FOR WALL TYPES. A402 1/8" = 1'-0" 4 EXTERIOR ELEVATION -NORTH @ TOWER 2 A402 1/8" = 1'-0" 3 EXTERIOR ELEVATION -SOUTH @ TOWER ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_AI_2023.rvt2/16/2024 12:07:20 PMAuthor Checker 2612-01 A403 EXTERIOR RENDERINGS CHANHASSEN CIVIC CAMPUS AERIAL FROM SOUTHWEST AERIAL FROM NORTHEAST SOUTHWEST PERSPECTIVE NORTHEAST PERSPECTIVENORTHWEST PERSPECTIVE SOUTHEAST PERSPECTIVE ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Paul Michell License Number Date 61543 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 02/16/2024 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Mounting Height 4 XP3-ZNL-78L-CT-50-IH_1 Single ZNL-78L-CT-50-IH XP3 1.000 61741 648 20 4 XP2-ZNL-78L-CT-50-IH Back-Back ZNL-78L-CT-50-IH XP2 1.000 61741 648 20 18 XB-PA7R-CH1-12L-020-4K7 Single PA7R-CH1-12L-020-4K7 XB 1.000 1935 22 3 43 XP-SL660-24L40T3-MDL018-SV1 Single SL660-24L40T3-MDL018-SV1 XP 1.000 11106 117.1 18 Calculation Summary Label CalcType Avg Max Min DF %Over DF Basis Parking Lot Illuminance 2.30 21.9 0.1 N.A. N.A. Pedestrian Pathway Illuminance 3.39 15.2 0.0 N.A. N.A. Pickleball Courts Illuminance 48.62 83.2 13.9 N.A. N.A. Site Illuminance 1.16 18.2 0.0 N.A. N.A. XP XP XP XP XP XP XP XP XP XP XPXP XP XP XPXP XP XB XB XB XB XB XP XP XB XP XP2 XP2 XP3 XP3XP3 XP3 XP2 XP2 XP XP XPXPXP XP XP XB XBXB XBXBXB XP XP XP XP XP XP XB XB XB XB XB XB XP XP XP XP XP XP XPXP XP XP 0.6 0.5 0.4 0.4 0.6 1.2 1.7 1.9 1.9 1.5 0.9 0.6 0.8 1.5 2.1 1.4 2.8 5.3 6.9 6.9 3.2 1.3 0.7 0.6 0.9 2.1 1.5 2.4 5.4 8.3 8.5 5.9 2.9 1.3 0.7 0.5 0.5 1.6 1.3 2.0 3.6 5.2 5.0 3.0 1.6 0.8 0.5 0.4 0.4 1.0 1.2 1.8 2.8 3.2 2.9 2.3 1.4 0.9 0.6 1.4 1.0 0.9 1.4 3.1 6.9 8.7 8.0 5.9 2.5 1.2 0.9 1.2 1.1 1.1 1.4 2.8 5.2 7.7 7.3 4.9 2.5 1.3 1.5 1.8 1.4 2.0 1.9 1.3 1.1 1.3 2.0 2.6 2.6 1.9 1.3 1.3 2.1 4.2 3.2 4.5 4.1 1.7 0.9 0.7 0.7 0.8 0.8 0.7 0.7 1.2 3.3 7.3 7.4 6.3 2.5 0.8 0.4 0.3 0.3 0.3 0.4 0.5 1.1 3.8 8.1 9.4 7.5 2.8 0.8 0.4 0.2 0.2 0.2 0.2 0.4 0.9 2.9 6.8 7.4 5.9 2.4 0.7 0.3 0.2 0.1 0.1 0.2 0.3 0.7 1.6 4.0 4.0 3.7 1.4 0.6 0.3 0.2 0.1 0.1 0.2 0.2 0.4 0.9 1.6 1.7 1.6 0.9 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.9 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 1.3 0.8 0.6 0.6 0.7 0.8 0.9 0.8 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 1.8 0.9 0.8 1.0 1.6 2.6 3.1 2.7 1.6 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 1.0 1.8 3.9 6.3 7.7 6.6 0.1 0.2 0.2 0.2 1.9 4.2 7.3 9.5 6.6 0.2 0.2 0.4 0.2 0.3 0.7 0.3 0.3 0.2 0.2 0.2 0.3 0.5 0.7 1.1 2.0 1.6 0.8 0.6 0.4 0.4 0.6 0.8 0.9 0.9 1.2 0.3 0.3 0.2 0.3 0.4 0.6 1.1 2.4 4.2 4.2 4.1 2.7 1.4 0.7 0.5 0.6 0.7 1.2 2.3 4.5 0.4 0.3 0.3 0.4 0.5 0.8 1.6 3.7 8.0 7.4 8.2 5.1 2.2 1.0 0.7 0.6 0.8 1.4 3.1 7.2 0.5 0.5 0.6 0.6 0.7 0.9 1.4 2.3 4.0 5.6 4.9 3.1 1.9 1.2 0.9 0.9 1.0 1.3 1.9 3.1 0.8 1.0 1.2 1.4 1.4 1.4 1.3 1.4 1.7 1.9 1.9 1.7 1.5 1.5 1.6 1.6 1.6 1.4 1.3 1.4 1.4 2.0 3.2 4.5 4.3 2.9 2.0 1.5 1.3 1.2 1.3 1.6 2.0 2.7 4.2 4.9 4.0 2.5 1.6 1.0 2.2 4.0 7.8 8.1 7.8 6.6 3.2 2.0 2.0 1.9 2.3 2.7 3.8 6.3 9.2 9.7 9.3 4.9 2.1 1.0 5.7 8.8 9.9 9.0 6.9 5.8 5.9 7.1 8.3 8.2 10.3 13.7 13.7 14.6 17.3 21.9 16.6 8.6 2.2 1.1 0.1 0.1 0.1 0.1 2.3 5.0 0.2 0.1 0.1 5.9 7.7 0.4 0.2 0.2 7.9 1.0 0.5 4.7 2.1 1.1 8.0 2.5 7.8 2.6 7.2 3.7 6.9 6.7 7.0 8.4 8.0 6.1 3.1 1.5 4.3 1.5 1.9 3.3 7.2 8.8 8.1 3.6 14.0 1.9 13.6 2.3 2.1 5.9 3.8 4.2 1.8 7.6 15.2 0.6 0.7 3.1 1.7 1.5 2.9 6.8 7.7 7.8 7.5 4.5 6.2 8.4 7.5 8.0 4.1 2.0 1.7 1.3 4.1 9.0 7.6 3.8 6.4 3.5 3.8 2.5 1.5 1.1 1.5 1.1 1.3 2.0 3.3 5.5 5.2 4.0 2.5 1.8 3.7 1.6 4.5 6.4 4.3 3.0 4.6 7.1 8.0 7.9 4.5 2.0 1.5 0.7 0.8 1.3 2.4 2.6 4.1 2.8 0.5 0.7 1.4 2.2 0.6 0.9 2.1 6.6 3.7 0.9 1.7 3.5 7.3 7.5 4.6 1.6 0.8 1.1 0.9 1.1 1.6 2.2 5.2 7.3 7.7 8.2 6.9 4.2 3.0 3.7 5.9 7.2 8.4 7.8 3.7 4.4 2.7 4.3 4.7 8.7 7.8 8.3 5.9 5.5 4.8 8.2 8.4 9.7 8.5 8.6 6.8 9.0 8.0 6.4 2.8 2.7 1.7 2.6 6.3 7.8 9.0 8.3 4.4 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.3 0.7 1.9 2.0 1.0 0.6 0.5 0.8 2.1 5.2 7.6 7.9 5.8 2.6 1.1 0.7 1.1 2.8 6.7 8.6 8.4 5.6 2.2 0.9 0.4 0.3 1.7 1.5 0.1 0.1 0.2 0.4 0.7 0.8 0.6 0.4 0.4 0.8 2.0 4.1 7.1 7.7 6.6 3.1 1.3 0.8 1.2 2.8 5.1 7.5 6.9 4.2 2.1 0.8 0.4 0.2 0.2 0.3 0.6 0.7 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 25 28.2 29.4 26.9 28.3 32.2 30.2 18.2 56.8 58.5 53.5 54.6 61.7 56.8 29.0 78.1 80.6 63.7 66.6 83.2 74.8 35.0 75.9 77.7 62.5 64.5 79.3 73.5 33.3 54.0 55.6 51.4 51.2 55.7 53.9 24.8 29.7 30.9 27.7 27.7 31.6 28.7 15.7 30.9 32.1 29.4 29.4 32.8 30.8 17.3 56.4 58.3 53.8 54.1 58.7 55.7 26.4 77.5 80.3 64.2 66.4 82.0 74.2 33.8 75.9 79.0 64.0 65.9 79.6 73.1 33.7 54.3 56.0 52.3 52.5 56.3 53.6 25.6 25.6 26.6 23.5 23.6 27.4 25.6 13.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.2 0.3 0.4 0.8 1.1 2.5 10.5 0.8 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 1.8 3.0 7.0 6.2 1.7 0.6 0.4 0.4 1.1 2.4 2.3 1.1 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 1.2 7.5 1.1 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.0 3.1 7.6 4.1 1.5 0.5 0.3 0.4 0.8 1.5 1.5 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.9 7.8 1.0 0.7 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.8 3.5 2.4 1.0 0.5 0.3 0.4 0.9 2.1 2.2 1.2 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 1.1 11.4 1.2 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.3 1.1 0.6 0.4 0.4 0.6 1.5 4.9 4.7 1.8 0.7 0.3 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.4 0.8 1.6 14.4 1.5 0.8 0.5 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.5 0.4 0.4 0.6 1.3 1.9 7.2 6.7 2.6 0.8 0.3 0.2 0.2 0.2 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 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30.7 41.4 44.2 30.0 26.9 19.0 8.3 3.7 9.4 21.8 30.0 35.0 13.8 13.1 8.4 4.2 2.1 5.1 10.2 15.3 17.4 Xref .\XREF\20231201 DD Playground BLOCK.dwg Xref .\XREF\2024-1-22 PARK STAGE.dwg Xref .\XREF\2024-1-22 PARK PAVILION.dwg GinENTRANCE 81616 72 16 16 16 16 24 16 16 16 16 16 16 8 Gin 2% 5% Architecture Interior Design Landscape Architecture Engineering 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2023 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS CERTIFICATION Autodesk Docs://2612-01 Chanhassen Civic Campus/2612-01 Chanhassen CC_MEP_2023.rvt2/16/2024 3:55:44 PMMAA CSK 2612-01 E015 SITE PHOTOMETRIC CHANHASSEN CIVIC CAMPUS E015 1" = 30'-0" 1 SITE PHOTOMETRIC ISSUE # DATE DESCRIPTION 02/16/2024 DEVELOPMENT SUBMITTAL Chad Kurdi License Number Date 42678 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota 02/16/2024