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City Submittal - Full Size Drawing SheetsTUSHIE MONTGOMERY ARCHITECTS |PROJECT INFO 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 01 Project narrative Site info Project team Project info Address 1361 Lake Drive West Chanhassen, MN 55317 Site Location Developer Architect Tushie Montgomery Architects 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 Evan Jacobsen, Architect evanj@tmiarchitects.com Building Information Site Regulations Zoning Plate Zoning Current Zoning: PUD Site Area 160,637 S.F (3.68 Acres) Pervious/Impervious Area Total Site Area 160,637 SF Total Building Footprint 41,506 SF Total Non-Building Site Area 119,131 SF Total Impervious Non-Building Area 51,016 SF Total Impervious Area 92,440 SF Total Pervious 61,996 SF Total Landscape Area 61,996 SF Building SF 1st Floor 41,506 SF 2nd Floor 41,506 SF 3rd Floor 41,506 SF Total Building Area 124, 518 SF Lower Level Garage 41,506 SF Total Garage Area 41,506 SF Grand Total 166,024 SF Parking Lower Level Garage 110 Spaces Surface Parking 35 Spaces Total New Parking 145 Spaces Rooms per floor 1st Floor 34 Units 2nd Floor 39 Units 3rd Floor 37 Units Total 110 Units Room Mix Small One Bed 12 Units One Bed 29 Units One Bed Den 27 Units Two Bed 36 Units Two Bed Den 6 Units Total 110 Units Units Site TPS Holding LLC 350 Hwy 7, Suite 218 Excelsior, MN 55331 Todd Simning, President todd@ADOR-HOMES.com Fire Protection System NFPA 13 The developer is proposing an exciting new 3 story independent living apartment building in the city of Chanhassen. The building will be located in a neighborhood that has residential and offices nearby. The building would include 110 apartments of both market rate and affordable. There would also be one level of underground parking totaling 110 spaces. The structure would consist of three levels of wood construction above grade. The proposed exterior materials are brick/stone, lap siding, board and batten siding, and glass. Content Index Civil Sheets C0.0 Title Sheet V1.0 Site Survey C1.0 Removals Plan C2.0 Site Plan C3.0 Grading Plan C4.0 Utility Plan - Water and Sewer C4.1 Utility Plan - Storm Sewer C5.0 Civil Details C5.1 Civil Details C5.2 Civil Details L1.0 Landscape Plan L1.1 Landscape Plan Notes & Details SW1.0 SWPPP - Existing Conditions SW1.1 SWPPP - Proposed Conditions SW1.2 SWPPP - Details SW1.3 SWPPP - Narrative SW1.4 SWPPP - Attachments SW1.5 SWPPP - Attachments Architectural Sheets 01 Project Info 02 Site Context 03 Context Aerials 04 Site Plan 05 Lighting Plan 06 Floor Plan - Garage & 1st 07 Floor Plan - 2nd, 3rd, Roof 08 Elevations 09 Renderings 10 Perspectives 11 3rd Floor - Deck Option Civil Engineer Civil Site Group, PC 4931 W. 35th St, Suite 200 St Loius Park, MN 55416 Matt Pavek, Civil engineer mpavek@civilsitegroup.com Project info Submittal List 2020 12-04 City Submittal PUD Ammendment Room Sizes Range Small One Bed 686 - 744 One Bed 747 - 817 One Bed Den 917 - 1002 Two Bed 965 - 1072 Two Bed Den 985 - 1157 Legal Descriptions Lot 2, Block 1, Powers Ridge Apartment Homes 2nd Addition, Carver County, Minnesota Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:25:54 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............LAKE PLACECHANHASSEN, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLAN - WATER AND SEWERC4.0ISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:TPS HOLDING LLC350 HWY 7SUITE 218EXCELSIOR, MN 55331CONTACT: TODD SIMNINGENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: MATT PAVEK612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0REMOVALS PLANC5.2CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5HAUGO GEOTECHNICAL SERVICES2825 CEDAR AVEMINNEAPOLIS, MN 55407CONTACT: JESSE MILLERL1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:TUSHIE MONTGOMERY ARCHITECTS7645 LYNDALE AVE S, #100MINNEAPOLIS, MN 55423CONTACT: EVAN JACOBSEN612-389-9489ADVANCE SURVEYING & ENGINEERING, CO.17917 HIGHWAY NO. 7MINNETONKA, MN 55345CONTACT: WAYNE PREUHS952-474-7964ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.UTILITY PLAN - STORM SEWERC4.1 REVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY............ CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSREMOVE EXISTINGCURB ANDGUTTER, TYP.ALL UNUSED EXISTING WATER SERVICESWITHIN THE PROPOSED LIMITS SHALL BEREMOVED AND ABANDONED BACK TO THEMAIN PER CITY OF CHANHASSEN STANDARDSREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY ANDCITY STANDARDSPROTECT EXISTINGSIGN AND FENCEREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EX. CATCH BASINAND BULKHEAD LINE.ADJUST CASTING TO FIT INNEW CURB. IF NOT,REMOVE AND REINSTALLPER CITY STANDARDSREMOVE EXISTING WETLANDREMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.PROTECT EXISTING CATCH BASINPROTECTEXISTING CURBAND WALKREMOVE EXISTING CATCH BASINAND ABANDON LINES, PER CITYSTANDARDS, TYP.REMOVE EXISTING CATCH BASINAND ABANDON LINES, PER CITYSTANDARDS, TYP.REMOVE EXISTINGCULVERT AND FLAREDEND, PER CITYSTANDARDS, TYP.EXISTING HYDRANT TOREMAIN. PROTECT FROMDAMAGEPROTECT EXISTING CATCHBASINSB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-3CBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:18 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/2001" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCALREGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FORPROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCALREGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATEWITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THECONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS.WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS ASWELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITYREQUIREMENTS.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVEDBY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THEDRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTERNORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCEWITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATINGHOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BEBLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NOROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THEOWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS ANDMAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BERETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.CITY OF CHANHASSEN REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES: B612 C&G, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONPVMT.STRIPING, TYPACCESSIBLE ROUTEARROW. DO NOT PAINT, FORCODE REVIEW ONLY, TYP.50' BUILDING SETBACK10' BU ILD ING SETBACK10' BU ILD ING SETBACK5 STALLS @ 9 ' = 45 .0 '8 STALLS @ 9 ' = 72 .0 '26.0'26.0'NOPARKING PICKLEBALLCOURT, TYP.10' BLACK CHAIN LINK FENCEPLACED 4" OUTSIDE OF PAVINGAREA. COORDINATE INSTALLATIONW/ FENCE MANUFACTURER30.0'60.0 'FILTRATION BASINBOT= 933.00100 YR HWL = 932.25EOF=935.505.0 '5.0 '18.0 '27.0 '5.0'DRIVE ENTRANCE, PERCITY STANDARDS, TYP.4 STALLS = 36.0'8 STALLS @ 9 '= 72.0'8 STALLS @ 9' = 72.0'PED RAMP, SEEDETAILS, TYP.PAVEMENT SAWCUT LINEHEAVYDUTY BIT.PVMT., TYPCROSSWALKSTRIPING, TYPACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPSOVERHANGINGDECK, SEE ARCHFOR DETAILSMATCH EXISTING, TYP.MATCH EXISTING, TYP.MATCH EXISTING, TYP.B612 C&G, TYP.MATCH EXISTING, TYP.B612 C&G, TYP.MATCH EXISTING, TYP.CONCRETESIDEWALK, TYP.CONCRETE SIDEWALK, TYP.CONCRETE SIDEWALK, TYP.B612 C&G, TYP.4' HT. 6' WIDE MONUMENTSIGN, TYP. SEE ARCH.PLANS FOR DETAILSCONCRETEWALK, TYP.PVMT. STRIPING, TYP.CONCRETESIDEWALK, TYP.B612 C&G, TYP.PVMT. STRIPING, TYP.LIGHT DUTY BIT.PVMT., TYP.MATCH EXISTING SIDEWALK, TYP.CONCRETESIDEWALK, TYP.LIGHT DUTY PVMT., TYP.HEAVYDUTY BIT.PVMT., TYPHEAVYDUTY BIT.PVMT., TYPLIGHT DUTYPVMT., TYP.18.0'26.0'26.0'9.0 '9.0 '9.0 '9.0 '18.0'26.0' R5.0'R20.0'R25.0'R63.0'R62.0'R25.0' R20.0' R 4 2 . 9 ' R 2 0 . 7 'R3.0'R3. 0 'R3.0'R231.0'R 3 . 0 'R3.0'R6.0'R5.0'4" WIDE PAVEMENTSTRIPING FOR PICKLEBALL COURT, TYP.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDECK ON FIRST FLOOR,TYP. SEE ARCH. PLANFOR DETAILSSTEPS FROM DECK DOWNTO GARAGE LEVEL TOPATIO, TYP. SEE ARCH.PLANS FOR DETAILSCONCRETE PATIO, TYP.ADA PEDSTRIANRAMP, TYP.CROSSWALKSTRIPING, TYP.CROSSWALKSTRIPING, TYPADA PEDSTRIANRAMP, TYP.CONCRETEPATIO, TYP.24" HT. RAISED CEDARPLANTERS, TYP.SEGMENTAL RETAINING WALL,TYP. PROVIDE STND. COLOR,SAMPLES. COORD. WITH ARCH.LANDSCAPE PLANTINGBED, TYP. SEE LANDSCAPEPLAN FOR DETAILSLANDSCAPE PLANTINGBED, TYP. SEE LANDSCAPEPLAN FOR DETAILSREMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONR113.0'R113.0'5.0'18.0'26.0'23.0'6.0 '4.4'CONCRETE TRANSFORMER PAD, TYP.21.0'31.0'23.2'16.0'R27.2' R32 . 0 'R30.0'R3.0'R3.0'47.6 '81.4'20.7 '10.0'58.6'117.8'77.0'GARAGE LEVEL1ST FLOOR LEVEL1ST FLOOR PATIOS,TYP. SEE ARCH.PLANS FOR DETAILS1ST FLOOR PATIOS,TYP. SEE ARCH.PLANS FOR DETAILS1ST FLOOR PATIOS,TYP. SEE ARCH.PLANS FOR DETAILS1ST FLOOR PATIOS,TYP. SEE ARCH.PLANS FOR DETAILS(8) "HITCHING POST" STYLE BIKERACKS (19 SPACES), SURFACEMOUNT PER MANUF. SPECS.BUILDINGCANOPY, TYP.(1) BENCH, INSTALL PERMANUF. SPECS., SHOPDRAWINGS REQUIRED.(3) TABLES, INSTALL PERMANUF. SPECS., SHOPDRAWINGS REQUIRED.VALLEY GUTTER, TYP.NOPARKINGACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPS21.0'6.0'2.0'6.5'33.0 '10.0'14.0'SEGMENTAL RETAINING WALL,TYP. PROVIDE STND. COLOR,SAMPLES. COORD. WITH ARCH.SB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-3CBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:21 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTINGAND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTSFOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVEPRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TOINSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION ANDSHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATIONFOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES,LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE.ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)CITY OF CHANHASSEN SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & WEAR COURSE DEPTH, SEEDETAIL.CONSTRUCTION LIMITSSPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BIDFOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONSOF BASE MATERIAL AND OTHER NECESSARYCOMPONENTS.1. STAMPED & COLORED CONCRETE2. CONCRETE PAVERSMAKERS, COLORS, MODELS, & PATTERN TO BEINCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TOCONSTRUCTION.ACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT. 50' BUILDING SETBACK10' BU ILD ING SETBACK10' BU ILD ING SETBACKNOPARKING FILTRATION BASINBOT= 933.00100 YR HWL = 932.25EOF=935.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-3AD 100AAD 100BAD 100CAD 100DAD 100EAD 100FAD 100G338 LF 6" SCH40PVC STORM @0.5%AD 100HAD 100IAD 100JAD 100KAD 100L70 LF 6" SCH40PVC STORM @0.5%AD 200AAD 200BAD 200CAD 200DAD 200EAD 200FAD 200GAD 200HAD 200IAD 200JAD 200KAD 200LCBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:27 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.3.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BECOMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS ANDINSPECTIONS WITH THE SOILS ENGINEER.4.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.5.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.6.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.7.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.8.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:19.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED ANDENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISHPROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.11.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREASELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF ISTO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6INCHES.13.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENTTRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTSWHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BEPROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFICOR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.14.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THECONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTIONOF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINEWHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORMRETENTION/DETENTION SYSTEMS.15. TOLERANCES15.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THEPRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.15.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOTBELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.15.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESSDIRECTED OTHERWISE BY THE ENGINEER.15.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.MAINTENANCE16.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.16.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THECONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDEDAND MULCHED.16.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF CHANHASSEN GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES,DATED 11-23-2020 GROUNDWATER WAS OBSERVED AT ELEVATIONSRANGING FROM 906.40 TO 922.50THE BORINGS & GROUNDWATER ARE AS FOLLOWS:SB-3906.40SB-4911.70SB-5922.50PROPOSED FOOTING DRAIN TILE INVERT ELEVATION = 931.00SPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS 50' BUILDING SETBACK10' BU ILD ING SETBACK10' BU ILD ING SETBACKNOPARKING FILTRATION BASINBOT= 933.00100 YR HWL = 932.25EOF=935.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-38" COMBINED DIPDOMESTIC/FIREWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'LPROPOSED GATEVALVE AND VALVE BOXMAKE WET TAPCONNECTION TOEXISTING WATERMAIN, COORD. WITHCITYCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSALL UNUSED EXISTING WATERSERVICES WITHIN THE PROPOSEDPROPERTY LIMITS SHALL BE REMOVEDAND ABANDONED BACK TO THE MAINPER CITY CHANHASSEN STANDARDSALL FINAL UTILITY SIZES, MATERIALS,LOCATION, AND CONNECTIONS TO BE VERIFIEDBY A MECHANICAL ENGINEER ANDCOORDINATED WITH CIVIL PRIOR TOCONSTRUCTION.TRENCH DRAINSHALL BEPUMPED INTOBUILDING ANDINTERIORSYSTEMSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=925.79COORD. W/MECH'L51 LF 6" SCH40SANITARY SERVICE@ 2.00%CONNECT TO EXISTING SAN MHRIM= 938.17EX 8" IE=924.52PROP 6" IE=924.72COORDINATE WITH CITYCBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:32 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN-WATER AND SEWER............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CHANHASSEN UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRGATE VALVE AND VALVE BOXSANITARY SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLE1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONSFROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN ANDSERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTMF794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICALPLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS AREINCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTHWATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALLUTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THECITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITYSTAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENTCONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BEESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED.ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THEREQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEETOWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEERUPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENTRUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHERSTRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BETESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 50' BUILDING SETBACK10' BU ILD ING SETBACK10' BU ILD ING SETBACKNOPARKING FILTRATION BASINBOT= 933.00100 YR HWL = 932.25EOF=935.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-38" COMBINED DIPDOMESTIC/FIREWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'LPROPOSED GATEVALVE AND VALVE BOXMAKE WET TAPCONNECTION TOEXISTING WATERMAIN, COORD. WITHCITYCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSALL UNUSED EXISTING WATERSERVICES WITHIN THE PROPOSEDPROPERTY LIMITS SHALL BE REMOVEDAND ABANDONED BACK TO THE MAINPER CITY CHANHASSEN STANDARDSALL FINAL UTILITY SIZES, MATERIALS,LOCATION, AND CONNECTIONS TO BE VERIFIEDBY A MECHANICAL ENGINEER ANDCOORDINATED WITH CIVIL PRIOR TOCONSTRUCTION.TRENCH DRAINSHALL BEPUMPED INTOBUILDING ANDINTERIORSYSTEM24" PERF. CMP UNDERGROUND FILTRATIONSYSTEMFOOTPRINT SIZE = 32' X 316'12" SIDE & END STONE, 18" STONESEPARATION, 6" STONE COVER 18" SANDBASE, 7.2" STONE BASESTONE BASE/ROCK INFILTRATION IE=932.406" DT/SAND IE=933.0024" CMP IE=934.5024" CMP TOP=936.50STONE COVER=937.00OE=935.25100-YR HWL=935.99CB1RIM=936.61IE=935.65CBMH2RIM=937.15IE=935.46SUMP=931.46CB3RIM=939.85IE=935.35SUMP=931.35CB4RIM=939.00IE=935.44SUMP=931.4438 LF 12" HDPESTORM @ 0.50%42 LF 12" HDPESTORM @ 0.50%19 LF 12" HDPESTORM @ 0.50%37 LF 12" HDPESTORM @ 0.50%28 LF 12" HDPESTORM @ 2.00%OUTLET CONTROLSTRUCTURERIM=935.00IE=928.5026 LF 6" PVC BUILDINGCONNECTION STUBWITHIN 5FT.COORDINATE WITHMECHANICALINLET IE=935.25INLET IE=935.25OUTLET IE=935.25INLET IE=935.25CONNECT INTOEXISTING CBMHEX IE=930.50(FIELD VERIFY)PR IE=934.6978 LF 12" HDPESTORM @ 2.00%CONNECT INTOEXISTING CBMHEX IE=925.90(FIELD VERIFY)PR IE=926.94INLET IE=935.25AD 100AAD 100BAD 100CAD 100DAD 100EAD 100FAD 100G338 LF 6" SCH40PVC STORM @0.5%INLET IE=930.00AD 100HAD 100IAD 100JAD 100KAD 100L70 LF 6" SCH40PVC STORM @0.5%INLET IE=935.25AD 200AAD 200BAD 200CAD 200DAD 200EAD 200FAD 200GAD 200HAD 200IAD 200JAD 200KAD 200LDRAINTILE IE=931.50ADJUSTED EXISTINGCATCH BASINCBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:36 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN-STORM SEWER............UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:54 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............ Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:26:56 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............2148" 6" MIN. 18" MIN.KEY1. TOPSOIL2. FREE DRAINING ANGULAR WASHED STONE 3/4" - 2" PARTICLE SIZE (NON LIMESTONE MATERIAL THATCONTAINS LESS THAN 5% DELETERIOUS MATERIALS).INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99.TYP. SECTION DETAILNTS1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSIONCONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THEPRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE INPLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC,ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE.5.PERFORM ALL OTHER SITE IMPROVEMENTS.6.SEED AND MULCH ALL AREAS AFTER DISTURBANCE.7.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTINGDRAINAGE AREA.8.IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES.9.PLANT AND MULCH SITE.10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTINGDRAINAGE AREA IS ADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING ORIMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVEDFROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION.2.GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USINGLOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OFUNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION)SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCING12"(TYP)18"12"(TYP)GRADEPAVEMENT/LANDSCAPING/SOD36" DIA. PERF. CMP PIPE.FABRIC WRAP TOP, SIDES AND BOTTOM WITHCONTECH C-40 NON-WOVEN GEOTEXTILESUBDRAIN FILTER MATERIAL - FINE FILTERAGGREGATE PER MNDOT 3149.2J6" PERF. CPP DRAIN TILE PIPE PERMNDOT 3245 WITH FABRIC SOCK.LOCATION AS SHOWN ON THE PLANSUNDERGROUND FILTRATION SYSTEMN T S6RAISED GARDEN BOX - TYPICAL, SEE SITE PLAN FOR LENGTHSN T SCOMPACTED SUBGRADE/EXIST. TOPSOILLAWN/FIN. GRADEBURY GARDEN BOX 4" BELOW EXIST.FIN. GRADE AT HIGHEST POINT ,ENSURE TOP OF BOX IS LEVELLINE BOTTOM OF BOX WITH WATERPERMEABLE NON-WOVEN GEO-TEXTILEFILL WITH SPECIALTY PLANTING MIX:1/3 NATIVE TOPSOIL1/3 PEAT MOSS1/3 MANURE/COMPOST1.PLANTER SHOWN MAY DIFFER IN SIZE AND SHAPE FROMPLANTERS SHOWN ON SITE PLAN - CONSTRUCT ALLPLANTERS BASED ON THESE SPECIFICATIONS, BUTFOLLOW THE SIZE AND SHAPES SHOWN ON THE SITE PLANAND ENLARGEMENTS.2.ALL LUMBER TO BE PREMIUM GRADE ARSENIC-FREE,"GREEN", PRESSURE TREATED - OR CEDAR3.SPECIALTY PLANTING SOIL MUST BE THOROUGHLY MIXED."LAYERING" OF MATERIALS WILL NOT BE PERMITTED4.MANURE/COMPOST MUST BE SOURCED FROM MIN. 3DIFFERENT MANUFACUTERS/TYPES (IE COW MANURECOMPOST + MUSHROOM COMPOST + VEGETATIVE WASTECOMPOST). CONTRACTOR SHALL NOT USE COMPOSTFROM MUNICIPAL SOURCES. ONLY "COMPOSTED"MATERIALS SHALL BE USED, NO "RAW" MATERIALS SHALLBE PERMITTED.5.CONTRACTOR MAY SUGGEST ALTERNATE MATERIALS ANDCONSTRUCTION TECHNIQUES SUBJECT TO OWNER ANDLANDSCAPE ARCHITECT REVIEW AND APPROVAL.4' - 3 3 4" LENGTH VARIES, SEE SITE PLAN24" NOM.CAP: 2X6 CEDAR, MITER CORNERSTRIM: HORZ. 2X4 CEDAR, MITER CORNERS VERT. 2X4 CEDAR, @ POSTSPOST: 4X4 CEDAR, @ CORNERS, MAX. 4' O.C.,SEE PLAN VIEWCROSS BRACE: 2X4 CEDAR, @ POSTSSIDE BOARD: 2X8 CEDAR, FASTEN AT POSTS4' - 10"4' - 10"LENGTH VARIES, SEE SITE PLANLENGTH VARIES, SEE SITE PLAN3' - 0" 3' - 3 3 4" 2' - 8"NOTE:ADJUST CENTER BRACING ASSHOWN ON SITE PLANDIAGRAM. ENSURE NO MORETHAT 5'-0" BETWEEN BRACES,TYP.OUTSIDE OF POSTTO OUTSIDE OFPOST, TYP.OUTSIDE OF TIMBER WALL TOOUTSIDE OF TIMBER WALL,TYP.OUTSIDE OF SEAT TIMBERTO OUTSIDE OF SEATTIMBER, TYP.1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:21 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............EXTEND POST PAST TOP OF POST10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SANDCONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGN 1/2"MATERIAL VARIES-SEE PLANMETAL SIGN ACCORDINGTO MN STATE CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.ACCESSIBLE SIGN AND POSTN T S1'-6"6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIED1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPEGALVANIZED STEEL FASTENER(TYP. OF 2)1FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.CONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)2NOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.HEAVY DUTY BITUMINOUS PAVEMENT9" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)2" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SLIGHT DUTY BITUMINOUS PAVEMENT9" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.34 50' BUILDING SETBACK10' BU ILD ING SETBACK10' BU ILD ING SETBACKNOPARKING CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKING75 - DNS18 - DNS24 - KFG12 - KFG18 - LSRS7 - SSD17 - LSRS6 - SSD3 - BHS3 - BHS1 - SHL1 - SHL1 - SHL1 - SHL2 - PFC1 - SHL1 - NRM3 - CBS7 - ISL3 - BHS1 - SHL4 - DNS10 - NY3 - BHS3 - NRM3 - BHS3 - CBS3 - NRM3 - BHS3 - NRM7 - FG3 - BHSSEED TYPE 1SEED TYPE 2LAWNEDGING, TYP.18" DECORATIVE ROCKMAINTENANCE STRIP, TYP.18" DECORATIVE ROCKMAINTENANCE STRIP, TYP.EDGING, TYP.EDGING, TYP.EDGING, TYP.LAWNLAWNLAWNLAWN7 - ISL38 - KFG6 - FG36 - SJ6 - KFG6 - KFG8 - LSRS11 - RA7 - SSD8 - SSD1 - RC1 - NY1 - NY3 - LDN10 - LSRS12 - SSD9 - LDN1 - NY1 - NY1 - NY1 - NY7 - LSRS7 - KFG6 - LSRS9 - SSD5 - FBE2 - FBE1 - FBE1 - NY1 - NY1 - NY1 - NY5 - ESH6 - ESH4 - FG10 - FG25 - PMECBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 REVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:27 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/4/20LANDSCAPE NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLAWN - SODSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESSEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)SHREDDED CYPRESS MULCH, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.LEGEND1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OFNEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND,INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE,GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER),CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN,ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN(STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENTOR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEENUSED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGEPLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OFAGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATIONAND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALLBE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATIONOF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULLGROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES,DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FORREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.13.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTIONACTIVITIES.14.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLEAND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGEAND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THEPUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.15.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER,PRIOR TO INSTALLATION.PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESNRM10NORTHWOOD RED MAPLEAcer rubrum 'Northwood'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSHL6SKYLINE HONEYLOCUSTGleditsia triacanthos 'Skycole'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMORNAMENTAL TREESPFC2PRAIRIEFIRE FLOWERING CRABMalus 'Prairiefire'1.5" CAL.B&BSTRAIGHT LEADER. FULL FORMISL14IVORY SILK LILAC1.5" CAL.B&BSTRAIGHT LEADER. FULL FORMEVERGREEN TREESBHS21BLACK HILLS SPRUCEPicea glauca 'Densata'6' ht.B&BSTRAIGHT LEADER. FULL FORMCBS6COLORADO SPRUCEPicea pungens6' ht.B&BSTRAIGHT LEADER. FULL FORMSHRUBS - CONIFEROUS & EVERGREENNY20NOVA YEWTaxus cuspidata 'Nova'36" HT.CONT.SJ36SPARTAN JUNIPERJuniperus chinensis 'Spartan'36" HT.CONT.DNS79DWARF NORWAY SPRUCEPicea abies 'Pumila'36" HT.CONT.ESH11ENDLESS SUMMER HYDRANGEAHydrangea macrophylla 'Endless Summer'24" HT.CONT.FBE8FIRE BALL EUONYMUSEuonymus alatus 'Select'24" HT.CONT.LDN12LITTLE DEVIL NINEBARKPhysocarpus opulifolius 'Donna May'24" HT.CONT.RC1RUSSIAN CYPRESSMicrobiota decussata24" HT.CONT.PERENNIALS & GRASSESKFG93KARL FOERSTER GRASSCalamagrostis x acutiflora "Karl Foerster"#1CONT.FG27FLAME GRASSMiscanthus sinensis 'Purpurascens'PME25PIXIE MEADOWBRITE ECHINACEAEchinacea 'Pixie Meadowbrite'#1CONT.RA11RHEINLAND ASTILBEAstilbe japonica 'Rheinland'#1CONT.LSRS66LITTLE SPIRE RUSSIAN SAGEPerovskia 'Little Spire'#1CONT.SSD49STELLA SUPREME DAYLILYHemerocallis 'Stella Supreme'#1CONT. REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:28 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/4/201.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2 CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSSB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-3CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:32 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 30'-0"30'-0"15'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CHANHASSEN EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDESPERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS,AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. 50' BUILDING SETBACK10' BU ILD ING SETBACK10' BU ILD ING SETBACKNOPARKING FILTRATION BASINBOT= 933.00100 YR HWL = 932.25EOF=935.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGARAGE LEVEL1ST FLOOR LEVELNOPARKINGSB-7SB-8SB-1SB-6SB-2SB-4SB-5SB-3AD 100AAD 100BAD 100CAD 100DAD 100EAD 100FAD 100G338 LF 6" SCH40PVC STORM @0.5%AD 100HAD 100IAD 100JAD 100KAD 100L70 LF 6" SCH40PVC STORM @0.5%AD 200AAD 200BAD 200CAD 200DAD 200EAD 200FAD 200GAD 200HAD 200IAD 200JAD 200KAD 200LCONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCBMH2 WITHSUMPUNDERGROUNDSTORMTECH DC-780INFILTRATION SYSTEM 1 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:36 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CHANHASSEN EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCANPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSIONCONTROL PERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROLNOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:43 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24" 24" 24" MIN. 6"6"SEDIMENT FENCEN T S2 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:44 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A DEVELOPMENT OF EXISTING GREEN SPACE INTO A NEW APARTMENT COMPLEX WITH ASSOCIATED PARKING AND DRIVE. SITE,GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SINCE NO CONTAMINATION EXISTS, INFILTRATION IS FEASIBLE AS LONG AS SOILTYPE IS CONDUCIVE TO INFILTRATION.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO THE FOLLOWING: SUSAN LAKE, ANN LAKE, RILEY CREEK AND BLUFF CREEK - SUSANLAKE AND BLUFF CREEK ARE IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. SUSAN LAKE AND ISIMPAIRED FOR NUTRIENTS AND BLUFF CREEK IS IMPARED FOR FISHES BIOASSESSMENTS AND TURBIDITY. BECAUSE THESE WATERS ARELOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL ORWHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNINGEROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BEKEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THESITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARSAFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONSAND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENTSYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OFALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS ANDIMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTIONWITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESEINDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER ISEXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATERMANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETEALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OROPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARECAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHENSTEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ONANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUSTBE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREASWITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THERESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY ORPERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OFTEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BESTABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTIONPRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGEDITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUSTINSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEPTHE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICESOR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONALPRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL ANUPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATESHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THESHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THENEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ONTHE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THESTORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENTTRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLEAND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THEPROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALLPERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURALBUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCEWITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEMFOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASINON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECKTO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASHWATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTIONSITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALLEVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE ORSUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTERDISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IFFIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES ANDCONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USEALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHINSEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATEAND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACEWATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMSWITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IFAPPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITEIN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTIONACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRINGANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BESUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTEDAND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARENEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACHEVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLEDONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPHAND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITHSTORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCEOF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZECONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARYCONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OFDRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BYMINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLSAND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORESOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUTWASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES INCOMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUTFACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARECOMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRESITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTUREFINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREASPRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF ASPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING ASDESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIORTO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THERESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUSTRETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATIONAND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TOA MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATSCOVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCESEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.GENERAL SWPPP REQUIREMENTS AND NOTES:TPS HOLDING LLC350 HWY 7SUITE 218EXCELSIOR, MN 55331CONTACT: TODD SIMNING Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:49 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS............ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: POWERS RIDGE APARTMENTSPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 1361 LAKE DRIVECITY OR TOWNSHIP: CHANHASSENSTATE: MNZIP CODE: 55317LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.854310 N, -93.555120 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: CHANHASSENALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: CARVERPROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 3.4PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 0.6POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 2.2TOTAL NEW AREA OF IMPERVIOUS SURFACE: 1.6RECEIVING WATERSWATER BODY IDNAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)10-0013-0010-0012-0007020012-710.LAKE SUSANLAKE ANNBLUFF CREEKRILEY CREEKLAKECREEKCREEKNYDATES OF CONSTRUCTIONCONSTRUCTION START DATE: 03-2020ESTIMATED COMPLETION DATE: 03-2021GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): XXXXXDESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS IDENTIFIED ON SITE ARE MOSTLY CLAY. SEE SOILS REPORT FOR MORE INFORMATIONSITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLN/AIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.FILTRATIONCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS, IF APPLICABLE6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILYOR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATEDPRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THENOTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BEPROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) accordingto Minn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OFTERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOLGLGLENCOE CLAY LOAMMAP UNIT NAMEKCLESTER-KILKENNY LOAMKC2LESTER-KILKENNY LOAM,MODERATELY ERODEDKD2LESTER-KILKENNY COMPLEX,MODERATELY ERODEDLAKENYNYNN Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060LAKE PLACE 1361 LAKE DRIVE W. CHANHASSEN, MN 55317 350 HWY 7, SUITE 218 EXCELSIOR, MN 55331 TPS HOLDING LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20351............12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, BJMP..............12/4/2020 9:27:50 AMCOPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/4/20REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS............ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1.SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4.ARE THERE BMP'S FOR ONSITE STOCKPILES?5.ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6.DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1.PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2.PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3.50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5.VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6.ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7.ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8.ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9.DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2.ANY DITCH EROSION OBSERVED?3.PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4.ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1.ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2.HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3.DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4.ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5.IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1.IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9.IS ANY DEWATERING OCCURRING ON SITE?9.1.IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10.IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12.IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1.IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13.IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1.IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14.ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1.DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16.PROPOSED AMENDMENTS TO THE SWPPP:17.POTENTIAL AREAS OF FUTURE CONCERN:18.ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/A POWERS BLVDAUDUBON RDLAKE DRIVE WESTLAKE SUSAN SUNSET RIDGE PARK SITE POWERS RIDGE SENIOR LIVING 3 STORY POWERS RIDGE CONDOS 3 STORY POWERS RIDGE CLUBHOUSE 1 STORY FEDERAL PLASTICS CORP/ FEDERAL PACKAGE 1 STORY XYLEM COMPANY 1 STORY HOWARDS JEWLERY 1 STORY CLASSIC GYMNASTICS 1 STORY DIRECT SOURCE 1 STORY BENIEK PROPERTY SERVICES/ VESSCO 1 STORY CHILDREN OF TOMORROW LEARNING CENTER 1 STORY SMARTRAC TECHNOLOGY 1 STORY IDI DISTRIBUTORS 2 STORY TRANS ALARM 2 STORY ONSITE TECHNOLOGY SERVICES 1 STORY QUALITY MOLD 1 STORY MAGNEY CONSTRUCTION 1 STORY WORLDWIDE TRADE CORPORATION/ THE TRANSFORMATION CLUB 1 STORY TUSHIE MONTGOMERY ARCHITECTS |SITE CONTEXT 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 02NOT TO SCALE TUSHIE MONTGOMERY ARCHITECTS |CONTEXT AERIALS 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 03 NORTH WEST AERIAL NORTH EAST AERIAL SOUTH WEST AERIAL SOUTH EAST AERIAL EXISTING 1 STORY BLDG. EXISTING 3 STORY BLDG. PROPOSED 3 STORY BUILDING BUILDING FOOTPRINT 41,506 SF LOWER GARAGE 110 STALLS LA KE DR I VE W. P R O P E R T Y L I N E B U I L D I N G S E T B A C K DRAINAGE & UTILITY EASEMENT IN HATCHED AREA PROPERTY LINE DECK @ 1ST FLOOR LEVEL SURFACE PARKING, SEE CIVIL PICKLE BALL COURT DROP-OFF SURFACE PARKING, SEE CIVIL PATIO @ GARAGE LEVEL 10' FENCE AROUND PICKEL BALL COURT WITH LANDSCAPE SCREENING, SEE SCREENING LOADING/SERVICE PARKING AREA TRENCH DRAIN GARAGE ACCESS DECKDECKDECKDECK DECKDECKDECKDECKDECKDECK DECKPATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO DECKPATIO @ FIRST FLOOR LEVEL RAISED PLANTER BEDS ACCESS POINT @ GARAGE LEVEL TO OUTDOOR PATIO/PICKELBALL COURT MONUMENT SIGN STORMWATER FILTRATION POND, SEE CIVIL EXISTING MONUMENT SIGNAGE MAIN BUILDING ENTRANCE PORTE COCHERE 1 0 ' B U I L D I N G S E T B A C K L I N EPROPERTY LI NE10' BUILDING SETBACK LINEPROPERTY LINE CROSSWALK STRIPING, SEE CIVIL TRANSFORMER CROSSWALK STRIPING, SEE CIVIL LANDSCAPE SCREENING, SEE CIVIL 20 7 8 EXISTING PARKING TUSHIE MONTGOMERY ARCHITECTS |SITE PLAN 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 04 SCALE 1" = 30'-0"1 Site Plan PROPOSED 3 STORY BUILDING BUILDING FOOTPRINT 42,600 SF LOWER GARAGE 110 STALLS UTILITY E A SE M E N T DECK @ 1ST FLOOR LEVEL SURFACE PARKING -SEE CIVIL PICKLE BALL COURT PATIO @ GARAGE LEVEL ACCESS POINT @ GARAGE LEVEL TO OUTDOOR PATIO/PICKELBALL COURT SURFACE MOUNTED WALL LIGHTS LABEL MANUFACTURER ARTICLE NAME LIGHT LOSS FACTOR QUANTITYTYPE LIGMAN UMT-31428 MATRIX 4 SURFACE 0.80 LUMENS 3350 20 STRING LIGHTS - UB-EX_2400K_G19-F 0.8045 230 TUSHIE MONTGOMERY ARCHITECTS |LIGHTING PLAN 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 05 SCALE 1" = 20'-0"1 Lighting Plan SCALE 3" = 1'-0" Photometric Plan DN 1 08 110 PARKING STALLS TRASH ROOM STAIR 3 08 WATER / ELETRICAL OPEN AREA BELOW DECK ELEV.LOBBY. STAIRSTAIR 18' - 0" 26' - 0" 18' - 0"18' - 0" 26' - 0" 18' - 0" SERVICE 1002 SF 1D-D 951 SF 1D-A 965 SF 2-B 812 SF 1-A 974 SF 1D-A 965 SF 2-B 788 SF 1-A 787 SF 1-A 1072 SF 2-A 1046 SF 2D-A 690 SF 1M-A 995 SF 2-B 944 SF 1D-A 814 SF 1-A 813 SF 1-A 944 SF 1D-A984 SF 2-B 5652 SF COMMON 945 SF 2D-A 994 SF 2-A 691 SF 1M-A 995 SF 2-B 744 SF 1M-A 784 SF 1-A 997 SF 2-B 947 SF 1D-A 816 SF 1-A 996 SF 2-B 938 SF 1D-A 817 SF 1-A 986 SF 2-B 944 SF 1D-A 813 SF 1-A 989 SF 2-B 3 08 2 08 4 08 746 SF 1M-A TRASH ELEV. CORRIDOR CORRIDOR STAIR STAIR STAIR 261 SF COMMON RAISED DECK 77' - 0"570' - 5" PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIOPATIODECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECKTUSHIE MONTGOMERY ARCHITECTS |FLOOR PLAN -GARAGE & FIRST 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 06 SCALE 1" = 20'-0" 1 Garage Plan P1 SCALE 1" = 20'-0" 2 1st Floor Plan 1 08 3 08 2 08 4 08 985 SF 2-D 1002 SF 2D-A 1210 SF 2-A 690 SF 1M-A 984 SF 2-B 744 SF 1M-A 784 SF 1-A 988 SF 2-B 946 SF 1D-A 815 SF 1-A 989 SF 2-B 998 SF 1D-D 913 SF 1D-B 920 SF 1D-A 984 SF 2-B 812 SF 1-A 944 SF 1D-A 984 SF 2-B 787 SF 1-A 786 SF 1-A 1072 SF 2-A 1034 SF 2D-A 689 SF 1M-A 1001 SF 2-B 937 SF 1D-A 813 SF 1-A 813 SF 1-A 944 SF 1D-A 984 SF 2-B 774 SF 1-B 1016 SF 2-C 923 SF 1D-C 946 SF 1D-A 816 SF 1-A 986 SF 2-B 943 SF 1D-A 813 SF 1-A 986 SF 2-B 745 SF 1M-A 570' - 5"77' - 7"77' - 3"571' - 0" TRASH ELEV. STAIR STAIR STAIR CORRIDOR LOBBY DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECKDECKDECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK 1 08 3 08 2 08 4 08 1157 SF 2D-A 1048 SF 2-A 689 SF 1M-A 984 SF 2-B 744 SF 1M-A 784 SF 1-A 987 SF 2-B 943 SF 1D-A 812 SF 1-A 989 SF 2-B 998 SF 1D-D 1899 SF COMMON 917 SF 1D-A 984 SF 2-B 812 SF 1-A 943 SF 1D-A 984 SF 2-B 784 SF 1-A 784 SF 1-A 1067 SF 2-A 1032 SF 2D-A 686 SF 1M-A 1001 SF 2-B 937 SF 1D-A 813 SF 1-A 812 SF 1-A 943 SF 1D-A 984 SF 2-B 774 SF 1-B 1016 SF 2-C 922 SF 1D-C 943 SF 1D-A 812 SF 1-A 985 SF 2-B 943 SF 1D-A 812 SF 1-A985 SF 2-B 745 SF 1M-A 570' - 5"77' - 2"76' - 10"TRASH ELEV. STAIR STAIR STAIR CORRIDOR LOBBY 571' - 0" ROOF ABOVE ROOF ABOVE DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECKDECKDECK DECK DECK DECK DECK DECK DECK DECK DECK DECK DECK 1 08 3 08 2 08 4 08 6" / 12"6" / 12" 10" / 12"10" / 12" 4" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"TRASH EXHAUST VENT ELEVATOR OVERRUN 4" / 12"ROOF ACCESS ROOF ACCESS 4" / 12"4" / 12"4" / 12"4" / 12"10" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"10" / 12" TUSHIE MONTGOMERY ARCHITECTS |FLOOR PLAN -2ND, 3RD, ROOF 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 07 SCALE 1" = 20'-0" 1 2nd Floor Plan SCALE 1" = 20'-0" 2 3rd Floor Plan SCALE 1" = 20'-0" 3 Roof Plan 1st Floor 100' -0" Roof 132' -11 5/8" 2nd Floor 111' -7 7/8" Garage 89' -0" 3rd Floor 122' -3 3/4" ARCHITECTURAL ASPHALT SHINGLES WOOD FASCIA WITH PREFINISHED WRAP ALUMINUM BALCONY SIDING #1 SIDING #3 SIDING #2 COMPOSITE TRIM SIDING #4 SIDING #2 COMPOSITE TRIM MASONRY #1 SIDING #2 BLADE SIGNAGE SIDING #1 MASONRY #1 SIDING #1SIDING #4 SIDING #2 COMPOSITE TRIM MASONRY #1 SIDING #2 ALUMINUM BALCONY ALUMINUM RAILING MASONRY #210' - 8"10' - 8"11' - 8"11' - 0"SIDING #3 6' - 5" 10' - 5"39' - 8"WALL SCONCES STANDING SEAM METAL CANOPY STANDING SEAM METAL CANOPY WALL SCONCES41' - 9"EQ EQ 1st Floor 100' -0" Roof 132' -11 5/8" 2nd Floor 111' -7 7/8" 3rd Floor 122' -3 3/4" ARCHITECTURAL ASPHALT SHINGLES WOOD FASCIA WITH PREFINISHED WRAP ALUMINUM BALCONYSIDING #3 SIDING #2 COMPOSITE TRIM MASONRY #1 SIDING #1 ARCHITECTURAL METAL LOUVER SIDING #2 SIDING #1 MASONRY #1 SIDING #3SIDING #4 SIDING #2 COMPOSITE TRIM SIDING #4 SIDING #2 MASONRY #1SIDING #4 SIDING #3 MASONRY #1 ALUMINUM BALCONY PORTE COCHERE -STANDING SEAM -LIGHT BIRCH WOOD -MASONRY #2 MASONRY #2 10' - 8"10' - 8"11' - 8"33' - 0"SIDING #1SIDING #1 STANDING SEAM METALCANOPY STANDING SEAM METAL CANOPY WALL SCONCES 1st Floor 100' -0" Roof 132' -11 5/8" 2nd Floor 111' -7 7/8" Garage 89' -0" 3rd Floor 122' -3 3/4" ARCHITECTURAL ASPHALT SHINGLES WOOD FASCIA WITH PREFINISHED WRAP ALUMINUM BALCONY SIDING #1 SIDING #2 MASONRY#1 ALUMINUM RAILING MASONRY #210' - 8"10' - 8"11' - 8"11' - 0"EXTRA DARK BRONZE GARAGE & SERVICE DOOR STANDING SEAM METAL CANOPY WALL SCONCES 1st Floor 100' -0" Roof 132' -11 5/8" 2nd Floor 111' -7 7/8" 3rd Floor 122' -3 3/4" ARCHITECTURAL ASPHALT SHINGLES WOOD FASCIA WITH PREFINISHED WRAPALUMINUM BALCONY SIDING #1 SIDING #2 MASONRY #2 10' - 8"10' - 8"11' - 8"MASONRY #2 STANDING SEAM METAL ROOF WALL SCONCES FINISH SCHEDULE MASONRY #1 MANUFACTURER: SIOUX CITY BRICK TYPE: BRICK COLOR:BLACK HILLS VELOUR MASONRY #1 -ALTERNATE MANUFACTURER: TBD TYPE: CULTURED STONE STYLE:ASHLAR COLOR:FRESCO MASONRY #2 MANUFACTURER: TBD TYPE: CULTURED STONE STYLE:ASHLAR COLOR:WINTER SIDING #1 TYPE:FIBER CEMENT SIDING OR LP SMART SIDE MANUFACTURER: TBD SERIES: STATEMENT COLLECTION STYLE:BOARD & BATTEN SIZE:BATTENS @ 2' O.C COLOR:ARCTIC WHITE SIDING #2 TYPE:FIBER CEMENT SIDING OR LP SMART SIDE MANUFACTURER: TBD SERIES:STATEMENT COLLECTION STYLE: HORIZONTAL LAP SIDING SIZE:5" EXPOSURE COLOR:ARCTIC WHITE EXTERIOR FINISHES PERCENTAGES TOTAL -ALL ELEVATIONS MASONRY #1 4804 SF 11% MASONRY #2 4243 SF 10% SIDING #1 13466 SF 31% SIDING #2 8861 SF 20% SIDING #3 7288 SF 17% SIDING #4 5008 SF 11% TOTAL 43670 SF 100% SIDING #3 TYPE:FIBER CEMENT SIDING OR LP SMART SIDE MANUFACTURER: TBD SERIES:STATEMENT COLLECTION TYPE: HORIZONTAL LAP SIDING SIZE:7" EXPOSURE COLOR:GRAY SLATE SIDING #4 TYPE:FIBER CEMENT SIDING OR LP SMART SIDE MANUFACTURER: TBD SERIES:STATEMENT COLLECTION TYPE: HORIZONTAL LAP SIDING SIZE:7" EXPOSURE COLOR:RICH ESPRESSO ARCHITECTURAL ASPHALT SHINGLES: MANUFACTURER: CERTAINTEED SERIES:LANDMARK ASPHALT SHINGLES COLOR:GEORGETOWN GRAY STANDING SEAM METAL CANOPY: MANUFACTURER:FIRESTONE SERIES:KYNAR 500/ HYLAR 5000 TYPE:ALUMINUM COLOR:DARK BRONZE WINDOWS MANUFACTURER: TBD TYPE: DOUBLE HUNG COLOR:WHITE OR BLACK ALUMINUM STOREFRONT MANUFACTURER:TBD COLOR:DARK BRONZE METAL FLASHING MANUFACTURER: TBD TYPE: 22 GUAGE PREFINISHED COLOR:TO MATCH ADJACENT MATERIAL METAL LOUVER COLOR:PAINTED TO MATCH ADJACENT MATERIAL DECKS & RAILINGS MANUFACTURER: TBD TYPE: PRE MANUFACTURED ALUMINUM COLOR:WHITE OR BLACK LIGHTING METHOD: BACK LIT HEIGHT: 6'-0" WIDTH:4'-0" SIGN DISPLAY AREA: 24 SF 6' - 0"4' - 0"TUSHIE MONTGOMERY ARCHITECTS |ELEVATIONS 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 08 SCALE 1" = 20'-0" 1 North Elevation SCALE 1" = 20'-0" 2 South Elevation SCALE 1" = 20'-0" 3 East Elevation SCALE 1" = 20'-0" 4 West Elevation SCALE 1/4" = 1'-0"5 Elevation - Monument Sign TUSHIE MONTGOMERY ARCHITECTS |RENDERINGS 12/03/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 09 OPTION 1: DARK BRICK, WHITE WINDOWS OPTION 2: DARK STONE, BLACK WINDOWS ENTRANCE VIEW VIEW FROM NORTH WEST CORNER AERIAL FROM NORTH EAST CORNER ENTRANCE VIEW VIEW FROM NORTH WEST CORNER AERIAL FROM NORTH EAST CORNER TUSHIE MONTGOMERY ARCHITECTS |PERSPECTIVES 12/04/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 10 SCALE1VIEW FROM SOUTH EAST SCALE3VIEW FROM SOUTH WEST SCALE6AERIAL VIEW 2 SCALE2VIEW FROM NORTH EAST SCALE5AERIAL VIEW 1 SCALE4VIEW OF ENTRANCE FROM SOUTH WEST ELEV. COMMON ELEV. LOBBY TRASHCORRIDOR 1041 SF 2-A 1386 SF 2D-B 693 SF 1M-A 991 SF 2-B 754 SF 1DM-A 789 SF 1-A 989 SF 2-B 818 SF 1-A 991 SF 2-B 869 SF 1D-D 991 SF 2-B 818 SF 1-A 889 SF 1D-A 991 SF 2-B 790 SF 1-A 789 SF 1-A 1099 SF 2D-A 1041 SF 2-A693 SF 1M-A 991 SF 2-B 889 SF 1D-A 817 SF 1-A 818 SF 1-A 889 SF 1D-A 991 SF 2-B 793 SF 1-B 1016 SF 2-C 925 SF 1D-C 887 SF 1D-A 818 SF 1-A 991 SF 2-B 889 SF 1D-A 818 SF 1-A 992 SF 2-B 754 SF 1DM-ASTAIR STAIR STAIR STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF STG. 25SF 889 SF 1D-A 987 SF 1D-B RECESSED DECK RRSTG. 65SF MECH./ ELEC. 77SF 1st Floor 100' -0" Roof 132' -11 5/8" 2nd Floor 111' -7 7/8" Garage 89' -0" 3rd Floor 122' -3 3/4" ARCHITECTURAL ASPHALT SHINGLES WOOD FASCIA WITH PREFINISHED WRAP ALUMINUM BALCONY SIDING #1 SIDING #3 SIDING #2 COMPOSITE TRIM SIDING #4 SIDING #2 COMPOSITE TRIM SIDING #1 MASONRY #1 SIDING #1SIDING #4 SIDING #2 COMPOSITE TRIM MASONRY #1 SIDING #2 ALUMINUM BALCONY ALUMINUM RAILING MASONRY #210' - 8"10' - 8"11' - 8"11' - 0"SIDING #3 WALL SCONCES STANDING SEAM METAL CANOPY STANDING SEAM METAL CANOPY WALL SCONCES ALUMINUM AND GLASS RAILING MASONRY #2 @ RECESSED DECK MASONRY #1 LIGHT BIRCH WOOD POST 1st Floor 100' -0" Roof 132' -11 5/8" 2nd Floor 111' -7 7/8" Garage 89' -0" 3rd Floor 122' -3 3/4" ARCHITECTURAL ASPHALT SHINGLES WOOD FASCIA WITH PREFINISHED WRAP ALUMINUM BALCONY SIDING #1 SIDING #2 MASONRY#1 ALUMINUM RAILING MASONRY #210' - 8"10' - 8"11' - 8"11' - 0"EXTRA DARK BRONZE GARAGE & SERVICE DOOR STANDING SEAM METAL CANOPY WALL SCONCES ALUMINUM AND GLASS RAILING MASONRY #2 @ RECESSED DECK LIGHT BIRCH WOOD POST TUSHIE MONTGOMERY ARCHITECTS |3RD FLOOR -DECK OPTION 12/16/201361 Lake Drive West, Chanhassen, MN 55317 Chanhassen Independent Living 11 SCALE 1" = 20'-0"1 3rd Floor Plan - Deck Option SCALE 1" = 20'-0"2 North Elevation - Deck Option SCALE 1" = 20'-0" 3 East Elevation - Deck Option SCALE4VIEW FROM NORTH EAST - DECK OPTION NOTE: THIS OPTION SHOWS A DESIGN STUDY FOR AN ALTERNATE RECESSED DECK ON THE 3RD FLOOR COMMON SPACE. A FINAL COST EXERCISE BY GENERAL CONTRACTOR WILL BE REQUIRED IN ORDER TO CONFIRM THE INCORPORATION OF THE DECK IN THE FINAL BUILDING PERMIT PLANS IF ADD IN COST IS APPROVED BY OWNERSHIP.