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Home My WebLink About09(A) - Approval of an Ordinance Amending the Zoning Map to Designate a Planned Unit Development Overlay District for Prior Lake Luxury Apartments at 4662, 4662, and 4666 Dakota Street SE and a Resolution for ReportGeneral Location Map 4662, 4664, and 4666 Dakota Street SE C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY PDR SUBMITTAL 4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372 ARCHITECT MOMENTUM DESIGN GROUP JEFF WREDE 755 PRIOR AVE. N , STE 301A ST. PAUL, MN 55104 CELL | 612.554.9992 DIRECT | 952.583.9788 JEFF@MDGARCHITECTS.COM DEVELOPER BEARD GROUP, INC. BILL BEARD ADDRESS 750 2ND ST NE, HOPKINS, MN 55343 MAIN | 952.457.3405 OFFICE | 952.930.0630 BILLB@BEARDGROUPINC.COM CIVIL ENGINEER CIVIL SITE GROUP DAVID KNAEBLE ADDRESS 5000 GLENWOOD AVE, GOLDEN VALLEY, 55422 DIRECT | 763.234.7523 OFFICE | 612.615.0060 DKNAEBLE@CIVILSITEGROUP.COM CONSTRUCTION CONSULTANT BUILDING CONSTRUCTION MANAGEMENT, INC. JON GUMBRILL ADDRESS P.O. BOX 3609 MINNEAPOLIS, MN, 55403 BCMJG@MSN.COM STRUCTURAL ENGINEER COMPANY NAME NAME ADDRESS CITY, STATE 00000 CELL | 000.000.0000 OFFICE | 000.000.0000 NAME@COMPANY.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP ROBERT BINDER ADDRESS 5000 GLENWOOD AVE, GOLDEN VALLEY, 55422 DIRECT | 612.803.0938 OFFICE | 612.615.0060X704 RBINDER@CIVILSITEGROUP.COM PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-1 CITY SUBMITTAL COVER SHEET03/09/2221036CheckerCITY SUBMITTAL SHEET SHEET NAME DATE PL-1 CITY SUBMITTAL COVER SHEET 03/09/22 PL-2 CITY SUBMITTAL SITE CONTEXT 03/09/22 PL-3 CONCEPT PERSPECTIVE 03/09/22 PL-4 CONCEPT PERSPECTIVE 03/09/22 PL-5 CONCEPT PERSPECTIVE 03/09/22 PL-6 SITE PLAN 03/09/22 PL-7 PARKING LEVEL FLOOR PLANS 03/09/22 PL-8 FIRST FLOOR PLAN 03/09/22 PL-9 2ND - 4TH FLOOR PLAN 03/09/22 PL-10 PENTHOUSE FLOOR PLAN 03/09/22 PL-11 ROOF PLAN 03/09/22 PL-12 EXTERIOR ELEVATIONS 03/09/22 PL-13 EXTERIOR ELEVATIONS 03/09/22 PL-14 SHADOW STUDIES 03/09/22 C0.0 TITLE SHEET 03/09/22 C1.0 REMOVALS PLAN 03/09/22 C2.0 SITE PLAN 03/09/22 C3.0 GRADING PLAN 03/09/22 C4.0 UTILITY PLAN 03/09/22 C5.0 CIVIL DETAILS 03/09/22 C5.1 CIVIL DETAILS 03/09/22 C5.2 CIVIL DETAILS 03/09/22 C5.3 CIVIL DETAILS 03/09/22 L1.0 LANDSCAPE PLAN 03/09/22 L1.1 LANDSCAPE PLAN NOTES & DETAILS 03/09/22 SW1.0 SWPPP - EXISTING CONDITIONS 03/09/22 SW1.1 SWPPP - PROPOSED CONDITIONS 03/09/22 SW1.2 SWPPP - DETAILS 03/09/22 SW1.3 SWPPP - NARRATIVE 03/09/22 V1.0 ALTA/NSPS LAND AND TITLE SURVEY 03/09/22 SL-1 SITE LIGHTING 03/09/22 SL-2 SITE LIGHTING 03/09/22 SL-3 SITE LIGHTING 03/09/22 SL-4 SITE LIGHTING 03/09/22 F.A.R. SITE AREA 43,500 SF (1.0 ACRES) Gross Area Excluding Garages F.A.R. 117475 SF 2.70 GROSS BUILDING AREA BY FLOOR Lower Level 29844 SF Upper Level 25022 SF 1st Floor 22786 SF 2nd Floor 25230 SF 3rd Floor 25199 SF 4th Floor 25198 SF 5th Floor 19062 SF Total 172341 SF NET BUILDING AREA BY USE Department Area Percentage Amenity 5698 SF 5% Circulation 10274 SF 9% Retail 5131 SF 5% Service 5743 SF 5% Unit 81309 SF 72% Vertical Circulation 4573 SF 4% Total w/o Garage 112728 SF PARKING SUMMARY PROJECT ABOVE-GRADE 28 PROJECT GARAGE 134 STREET PARKING 7 TOTAL PARKING 169 UNIT TYPE RATIO Occupancy Count Percentage 1 Bed 30 31% 1 Bed + Den 9 9% 2 Bed 39 40% 2 Bed + Den 3 3% Studio 16 16% TOTAL UNITS 97 PROJECT DATA: PARCEL ID: ADDRESS: AREA: UNITS / ACRE: FAR: % BUILDING COVERAGE: % IMPERVIOUS: ZONING DESIGNATION: CONSTRUCTION TYPE: APPLICATION: 250010570, 250010550 4662 & 4664 DAKOTA ST. SE 2.70 TC PRELIMINARY DEVELOPMENT PLAN DAKOTA ST. SE PRIOR LAKE CITY HALL LAKE FRONT PLAZA ERIE AVE. SEARCADIA AVE.PRIOR LAKE POLICE DEPARTMENT FAMILY DENTISTRYHOLY TRINITY CHURCH LINE OF EXTENT OF CONSTRUCTION EXISTING PARK TO BESUBMITTED AT A LATER DATEC 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-2 CITY SUBMITTAL SITE CONTEXT03/09/2221036CheckerSCALE 1" = 20'-0"1 SITE CONTEXT C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-3 CONCEPT PERSPECTIVE03/09/2221036CheckerSCALE1CONCEPT PERSPECTIVE RESTAURANT DECK AMENITY DECK C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-4 CONCEPT PERSPECTIVE03/09/2221036CheckerEAST PERSPECTIVE FROM DAKOTA ST AND ERIE AVE C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-5 CONCEPT PERSPECTIVE03/09/2221036CheckerWEST PERSPECTIVE FROM DAKOTA ST AND ARCADIA AVE BUILDING SITECITY HALL C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-6 SITE PLAN03/09/2221036CheckerSCALE 1/64" = 1'-0"1 SITE PLAN STAIR 3 UTILITY GARAGE128' - 5 1/16"STAIR 1UTILITY 5.0% 3.5% SEE UPPER LEVEL ELEV. 2 CONTINUES ON UPPER LEVEL STAIR 2ELEV. 1 5.0% PIT GARAGE STAIR 3 3.6%STAIR 1UTILITY UTILITY WATER ELECT. 13' - 0"28' - 4"10' - 6"28' - 4"28' - 4"19' - 4"40' - 10"28' - 4"24' - 1 7/8"17' - 10" ON GRADE PARKING CONTINUES ON LOWER LEVEL GARAGE ENTRANCE STAIR 2ELEV. 2 ELEV. 1 MAKE-UP AIR C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-7 PARKING LEVEL FLOOR PLANS03/09/2221036CheckerSCALE 3/32" = 1'-0"2 LOWER LEVEL SCALE 3/32" = 1'-0"1 UPPER LEVEL UP 504 SF UNIT A2 689 SF UNIT B2 (ELECT.) 504 SF UNIT A1R 689 SF UNIT B2R 689 SF UNIT B2 587 SF EXERCISE 689 SF UNIT B1 504 SF UNIT A1 504 SF UNIT A1 689 SF UNIT B1 1052 SF UNIT D12 1133 SF UNIT D3 1186 SF UNIT D2 689 SF UNIT B3 903 SF UNIT D1R 903 SF UNIT D1 788 SF UNIT C1 TRASH STAIR 3 RETAIL 1208 SF LOBBY/AMENITY STORAGE STAIR 1RETAIL TRASH 2,595 SF RETAIL 5.0% AMENITY PATIO EXISTING TRAIL ELEV. 2 ELEV. 3 STAIR 2ELEV. 1 886 SF BUSINESS RETAIL RR RETAIL RR EDGE OF BUILDING ABOVE COVERED PARKING AREA OFFICEVESTIBULELUXORMAILRR RR TRANSFORMER GENERATOR AREA WELL LINE OF EXTENT OF CONSTRUCTION UNIT TYPE KEY STUDIO 1 BED 2 BED 2 BED + DEN 1 BED + DEN C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-8 FIRST FLOOR PLAN03/09/2221036CheckerSCALE 3/32" = 1'-0"1 FIRST FLOOR 1141 SF UNIT D5 821 SF UNIT C2 648 SF UNIT B5 1137 SF UNIT D4 1046 SF UNIT D11 689 SF UNIT B1 689 SF UNIT B2R 788 SF UNIT C1 903 SF UNIT D1 903 SF UNIT D1R 689 SF UNIT B3 504 SF UNIT A1R 504 SF UNIT A2 689 SF UNIT B2 (ELECT.) 504 SF UNIT A1 504 SF UNIT A1 689 SF UNIT B1 1133 SF UNIT D3 1052 SF UNIT D12 1186 SF UNIT D2 STAIR 3 ELEV. 3 678 SF UNIT B4 689 SF UNIT B2 TRASH STORAGE STAIR 1ELEC./DATAELEV. 2 STORAGE STAIR 2ELEV. 1 1293 SF UNIT D6 PATIOPATIOPATIOUNIT TYPE KEY STUDIO 1 BED 2 BED 2 BED + DEN 1 BED + DEN C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-9 2ND - 4TH FLOOR PLAN03/09/2221036CheckerSCALE 3/32" = 1'-0"1 2nd - 4th Floors 2071 SF AMENITY DECK 2162 SF RESTAURANT DECK ELEV. 3 ELEV. VEST. ELEV. 2 ELEV. 1 STAIR 3 TRASH UTILITYSTAIR 2RETAIL RR STORAGE STAIR 11044 SF UNIT D10 1293 SF UNIT D6 1102 SF UNIT D8 452 SF PARTY 744 SF UNIT C4 869 SF UNIT D9 869 SF UNIT D9 744 SF UNIT C3 1407 SF UNIT E2 1222 SF UNIT E1 1211 SF UNIT E3 903 SF UNIT D1 BAR STORAGE 1132 SF UNIT D7 RETAIL RR JAN. PATIO PATIO PATIO PATIO PATIO UNIT TYPE KEY STUDIO 1 BED 2 BED 2 BED + DEN 1 BED + DEN C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-10 PENTHOUSE FLOOR PLAN03/09/2221036CheckerSCALE 3/32" = 1'-0"1 PENTHOUSE FLOOR PREPARE FOR FUTURE PHOTOVOLTAIC PANELS C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-11 ROOF PLAN03/09/2221036CheckerSCALE 3/32" = 1'-0"1 ROOF PLAN 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Upper Level -11' -10 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4" OPEN TO PARKING BEYOND S4 S3 M1 MP1 S2 S6 S5 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Lower Level -22' -10 3/8" Upper Level -11' -10 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4" M1 S6 S4 S2 S3 M2 S5 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Lower Level -22' -10 3/8" Upper Level -11' -10 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4" S3 S1 S4 M2 S2 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Lower Level -22' -10 3/8" Upper Level -11' -10 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4" S6 S1 S4 M2 M1 S2 EXTERIOR FINISH SCHEDULE CAST STONE MANUFACTURER: TYPE: COLOR: SIZE: ARRISCRAFT RENAISSANCE LIMESTONE TBD METAL ACCENT PANEL MANUFACTURER: FINISH: COLOR: FIRESTONE X EXTRA DARK BRONZE CMU: MANUFACTURER: FINISH: COLOR: PREFINISHED COMPOSITE LAP SIDING MANUFACTURER: FINISH: COLOR: PREFINISHED COMPOSITE LAP SIDING MANUFACTURER: TYPE: COLOR: PREFINISHED COMPOSITE LAP SIDING MANUFACTURER: TYPE: COLOR: PREFINISHED COMPOSITE SIDING MANUFACTURER: TYPE: COLOR: SOFFIT METAL PANEL: MANUFACTURER: TYPE: COLOR: ALUMINUM STOREFRONT WALL / WINDOWS: MANUFACTURER: FINISH: COLOR: *SEE PROJECT MANUAL FOR EQUAL MANUFACTURERS TO ABOVE REFERENCED PRODUCTS. M1 M2 MP1 S1 S2 S3 S4 S5 S6 EXTERIOR MATERIAL TAG AMCON BLOCK SPLITFACE SHADOW LP SMARTSIDE TBD SNOWSCAPE WHITE LP SMARTSIDE TBD RAPIDS BLUE LP SMARTSIDE TBD SUMMIT BLUE X BOARD AND BATTEN PANEL WHITE PANELS W/ WHITE TRIM X X X X X X ENGINEERED SIDING -LP SMARTSIDE BOARD & BATTEN CAST STONE GLAZING METAL ACCENT PANEL CMU TOTAL 7,790 SF 46% 1,051 SF 6% 1,592 SF 9% 3,743 SF 22% 0 SF 0% 1,900 SF 11% 17,059 SF 100% EAST ELEVATON STOREFRONT 700 SF 4% METAL SOFFIT PANEL 283 SF 2% ENGINEERED SIDING -LP SMARTSIDE BOARD & BATTEN CAST STONE GLAZING METAL ACCENT PANEL CMU TOTAL 9,199 SF 51% 1,188 SF 7% 963 SF 6% 3,709 SF 21% 0 SF 0% 2,462 SF 14% 17,489 SF 100% WEST ELEVATON STOREFRONT 120 SF 1% METAL SOFFIT PANEL 0 SF 0% ENGINEERED SIDING -LP SMARTSIDE BOARD & BATTEN CAST STONE GLAZING METAL ACCENT PANEL CMU TOTAL 2,738 SF 36% 1,025 SF 12% 742 SF 10% 1,562 SF 21% 293 SF 4% 0 SF 0% 7,612 SF 100% SOUTH ELEVATON STOREFRONT 812 SF 11% METAL SOFFIT PANEL 440 SF 6% ENGINEERED SIDING -LP SMARTSIDE BOARD & BATTEN CAST STONE GLAZING METAL ACCENT PANEL CMU TOTAL 4,680 SF 45% 631 SF 6% 0 SF 0% 1,823 SF 17% 0 SF 0% 3,202 SF 31% 10,488 SF 100% NORTH ELEVATON STOREFRONT 152 SF 1% METAL SOFFIT PANEL 0 SF 0% 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Lower Level -22' -10 3/8" Upper Level -11' -10 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4" S3 S2 S1 S4 M1M1 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Lower Level -22' -10 3/8" Upper Level -11' -10 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4" S3 S1 S2 M2 S4 ENGINEERED SIDING -LP SMARTSIDE BOARD & BATTEN CAST STONE GLAZING METAL ACCENT PANEL CMU TOTAL 2,137 SF 67% 162 SF 5% 297 SF 10% 573 SF 18% 0 SF 0% 0 SF 0% 3,169 SF 100% NORTH ELEVATON (COURTYARD) STOREFRONT 0 SF 0% METAL ACCENT PANEL 0 SF 0% ENGINEERED SIDING -LP SMARTSIDE BOARD & BATTEN CAST STONE GLAZING METAL ACCENT PANEL CMU TOTAL 2,157 SF 52% 253 SF 6% 0 SF 0% 1,073 SF 26% 0 SF 0% 674 SF 16% 4,157 SF 100% SOUTH ELEVATON (COURTYARD) STOREFRONT 0 SF 0% METAL SOFFIT PANEL 0 SF 0% C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-12 EXTERIOR ELEVATIONS03/09/2221036CheckerSCALE 1/16" = 1'-0"2 SOUTH ELEVATION (DAKOTA ST. SE) SCALE 1/16" = 1'-0"3 EAST ELEVATION SCALE 1/16" = 1'-0"4 NORTH ELEVATION SCALE 1/16" = 1'-0"1 WEST ELEVATION SCALE 1/16" = 1'-0"6 NORTH ELEVATION (COURTYARD) SCALE 1/16" = 1'-0"5 SOUTH ELEVATION (COURTYARD) 1st Floor 0" Roof 53' -0 7/8" 2nd Floor 10' -8 5/8" 3rd Floor 21' -4 1/2" 4th Floor 32' -0 3/8" Ground -4' -4 3/8" 5th Floor 42' -8 1/4"57'-5 1/4"54'-9 1/4"OPEN TO PARKING BEYOND C 2018 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYNOT FOR CONSTRUCTION765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-13 EXTERIOR ELEVATIONS03/09/2221036CheckerSCALE 1/4" = 1'-0"1 SOUTH ELEVATION C 2016 MOMENTUM DESIGN GROUP DateProject ArchitectPermit Submit DateProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLY765 North Hampden Avenue, #180 St. Paul, Minnesota 55114 952.583.9788 PRIOR LAKE LUXURY APARTMENTS4662 & 4664 DAKOTA ST. SE, PRIOR LAKE, MN 55372PL-14 SHADOW STUDIES03/09/2221036Issue DateCheckerJUNE 21, 9 AM JUNE 21, 12 PM JUNE 21, 3 PM MARCH & SEPTEMBER 21, 9 AM MARCH & SEPTEMBER 21, 12 PM MARCH & SEPTEMBER 21, 3 PM DECEMBER 21, 3 PMDECEMBER 21, 9 AM DECEMBER 21, 12 PM Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............PRIOR LAKE LUXURYPRIOR LAKE, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVE KNAEBLE612-615-0060SURVEYOR: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.CallRL1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060ALL 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.AMERICAN ENGINEERING TESTING, INC.550 CLEVELAND AVENUE NORTHST. PAUL, MN 55114CONTACT: BRANDON NEWBERGER651-603-6635THE BEARD GROUP, INC.750 2ND STREET NE, SUITE 100HOPKINS, MN 55343CONTACT: BEN BEARD (952)-930-0630BENB@BEARDGROUPINC.COMMOMENTUM DESIGN GROUP755 PRIOR AVENUE N #301ASAINT PAUL, MN 55104CONTACT: JEFF WREDE612-554-9992C5.3CIVIL DETAILS Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility Easement8" VCPDAKOTA STREET SOUTHEAST(A Public R/W)Shed21.928.322.027.9 30.038.130.038.03.36.56.76.514.341.524.241.4 10.111.910.411.9Deck DeckWoodStepsWoodStepsWoodStepsWoodRetaining WallConcreteDrivewayConcrete SidewalkConcrete SidewalkPaversProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility Easement 1 1/2 Story Lap Sided BuildingFoundation Area = 1,047 SQ. FT. +/-Address: 4664 Dakota St SEP.I.D. 250010550 P.I.D. 250010560Address: 4666 Dako t a S t S E Owner: Pri o r L a k e E c o n o m i c D e v e l o p m e n t 1 1/2Story Lap Sided BuildingFoundation Area= 1,047 SQ. FT. +/-Address: 4662 Dakota St SEP.I.D. 250010570ExistingGarageP.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City ManagerConcreteStepsBituminousDrivewayBoulderWall1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . )8" VCP (Per Rec.)8" VCP ( P e r R e c . ) ConcreteStepsConcrete WoodFenceBenchesLandscapingBit u m i n o u s W a l k w a y C.L.FenceN16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP ConcretePatioWoodRetaining WallO U T L O T A LOT 2 L O T 3 CITYHALLPLAZALOT 1 6 " P V C ( P e r R e c . )12" RCP (Per Rec .) 12" PVC (Per Rec.)12" RCP (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)WaterSpigotGazebo70.0060.0015.0070.0060.0015.00BLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" P V C E L E C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%6" P V C ( P e r R e c . )COCOCOCOFIRE PITTRASHPARK RULES SIGNAPPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITSCONTRACTOR 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 ANDCITY STANDARDSREMOVE ALL EXISTING PRIVATE UTILITY SERVICES(THAT ARE NOT TO BE REUSED) PER PRIVATEUTILITY COMPANY AND CITY STANDARDSREMOVE AND SALVAGEEXISTING BOULDER RETAININGWALL AND BASE MATERIAL, TYP.SALVAGE EXISTINGART PIECEREMOVE EXISTING TREEAND ROOT BALLS, TYP.REMOVE EXISTING TREESAND ROOT BALLS, TYP.REMOVE EXISTING TREESAND ROOT BALLS, TYP.SAWCUT EXIST. SIDEWALK,CORRD. W/ SITE PLAN, TYP.SAWCUT EXIST. SIDEWALK,COORD. W/ SITE PLAN, TYP. EXIST. SIDEWALK, TO REMAINPROTECT FROM DAMAGE, TYP.REMOVE EXISTING WOOD RETAININGWALL AND BASE MATERIAL, TYP.REMOVE EXISTING PAVEMENTAND BASE MATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTING PAVEMENTAND BASE MATERIAL, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDS EXIST. CONC. WALK, TO REMAINPROTECT FROM DAMAGE, TYP.REMOVE EXIST. C&G, TYP.REMOVE EXISTINGWOOD RETAININGWALL AND BASEMATERIAL, TYP.REMOVE EXISTINGCHAIN LINK FENCEAND FOOTING, TYP.REMOVE EXISTING UTILITYSERVICES AND UTILITY BOX PERCITY STANDARDSREMOVE EXISTING WATER SERVICE, REMOVEBACK TO THE MAIN PER PRIOR LAKE CITYSTANDARDS, LOCATION IS APPROXIMATE,CONTRACTOR TO FIELD VERIFYREMOVE EXISTING 8'' VCP SANITARY SERVICE,CUT OFF , PLUG AND ABANDON PER CITYSTANDARDS, LOCATION IS APPROXIMATE,CONTRACTOR TO FIELD VERIFYREMOVE EXIST. DECKS, PAVERSSTRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,REMOVE EXISTING TREESBRUSH AND ROOTS, TYP.REMOVE EXISTINGCHAIN LINK FENCEAND FOOTING, TYP.REMOVE EXISTING WOODFENCES AND FOOTINGS, TYP.REMOVE EXISTING WATER SPIGOT ANDWATER SERVICE, BACK TO NEW FOUNTAINLOCATION. COORD. W/ PRIOR LAKE PUBLICWORKS. LOCATION IS APPROXIMATE,CONTRACTOR TO FIELD VERIFYSALVAGE EXISTINGBENCHESREMOVE EXISTING TREESBRUSH AND ROOTS, TYP. EXIST. C&G TO REMAINPROTECT FROM DAMAGE, TYP.REMOVE EXISTING PAVEMENTAND BASE MATERIAL, TYP. EXIST. C&G, TO REMAINPROTECT FROM DAMAGE, TYP.REMOVE EXISTING 8' BITUM. TRAIL ANDBASE MATERIAL, TYP.EXISTING GAZEBO TO REMAIN,PROTECT FROM DAMAGE TYP.EXISTING FES TO REMAIN, PROTECTFROM DAMAGE TYP.EXISTING UTILITY BOXES TO REMAIN,PROTECT FROM DAMAGE, COORD. W.UTILITY OWNER PRIOR TO CONSTRUCTION.REMOVE EXISTING WATER SERVICE ANDELECTRICAL AS NECESSARY, COORD. W/PRIOR LAKE PUBLIC WORKS. LOCATION ISAPPROXIMATE, CONTRACTOR TO FIELDVERIFYEXISTING COLUMNS TO REMAIN,PROTECT FROM DAMAGE,REMOVE AND SALVAGEEXISTING FOUNTAIN, PUMPS,AND CONTROLLERS, TYP.REMOVE EXISTING 6'' PVC STORM PIPE AND CLEANOUTS BACK TO CATCH BASIN PER CITYSTANDARDS, LOCATION IS APPROXIMATE,CONTRACTOR TO FIELD VERIFY.SALVAGE EXISTING PICNIC TABLEREMOVE EXISTINGFIRE PIT AND BASEMATERIAL, TYP. EXIST. PARK RULES SIGN TO REMAINPROTECT FROM DAMAGE, TYP.REMOVE AND SALVAGEEXISTING TRASH CAN, TYP.REMOVE EXISTING PAVEMENT AND BASEMATERIAL, TYP.REMOVE EXIST. C&G, TYP. EXIST. CATCH BASIN TO REMAIN,PROTECT FROM DAMAGE, TYP. EXIST. RAMP TO REMAIN,PROTECT FROM DAMAGE, TYP.EXISTING CATCH BASIN TO REMAINPROTECT FROM DAMAGE TYP.EXISTING CATCH BASINTO REMAIN PROTECTFROM DAMAGE TYP.EXISTING CONC. PAD TO REMAIN,PROTECT FROM DAMAGE TYP.REMOVALS LEGEND:REMOVAL 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 Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/2201" = 20'-0"20'-0"10'-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:CITY OF PRIOR LAKE REMOVAL NOTES:1.THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLED BYTHE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION 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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST 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 LOCAL REGULATIONS.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 FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERALCONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL 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 CITY REQUIREMENTS. FOR ANYWORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANYWORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPEARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THECITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS,THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINTTHROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD 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 THE OWNERS REPRESENTATIVE ANDTHE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER ASREQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.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 TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.REMOVAL OF EXISTING TREES AND BRUSH, INCLUDINGALL ROOTS, AS NECESSARY.CONSTRUCTION ACCESS LIMITSCONSTRUCTION LIMITSGARAGE EXCAVATION LIMITS Proposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility Easement8" VCPDAKOTA STREET SOUTHEAST(A Public R/W)ConcreteDrivewayConcrete SidewalkConcrete SidewalkProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility EasementP.I.D. 250010560Address: 4666 Dakota St SEOwner: Prior Lake Economic DevelopmentAddress: 4662 Dakota St SEP.I.D. 250010570Address: 4646 Dakota St SEOwner: Prior Lake City OF & City Manager10" PVC (Per Rec.) 12" P V C ( P e r R e c . ) ERIE A V E N U E S O U T H E A S T (A Pu b l i c R / W ) (Widt h V a r i e s ) Bit u m i n o u s W a l k w a y N16°40'17"E 300.00 S73°20'04"E 145.00S16°40'17"W 300.00N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCPWoodRetaining WallOUTLOT A LOT 2LOT 3 CITYHALLPLAZALOT 16" PVC (Per Rec.)12" RCP (Per Rec.)12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)WaterSpigotGazebo70.0060.0015.0070.0060.0015.00BLOCK 1 Ex i s t i n g M u l t i - S t o r y A p a r t m e n t B u i l d i n g Deck Deck Conc r e t e S i d e w a l k CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEXISTING TREES TO REMAIN,PROVIDE TREE PROTECTIONFENCING, TYP.EXISTING TREES TO REMAIN,PROVIDE TREE PROTECTIONFENCING, TYP.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.cLICENSE 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.25821Robert L. Binder03/09/2201" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.1TREE PRESERVATIONPLAN............Know what'sbelow.before you dig.CallRTREE INVENTORY & REMOVALS - PROJECT SITETREE INVENTORY & REMOVALS - ADJACENT PARK SITETHESE TREES SHOWN FOR CONTRACTOR SCOPE/PRICING ONLY, NOT USED INREPLACEMENT CALCULATIONTHESE TREES SHOWN FOR CONTRACTOR SCOPE/PRICING ONLY, NOT USED INREPLACEMENT CALCULATION Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility EasementDAKOTA STREET SOUTHEAST(A Public R/W)Concrete SidewalkConcrete SidewalkProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility EasementP.I.D. 250010560Address: 4666 Dako t a S t S E Owner: Pri o r L a k e E c o n o m i c D e v e l o p m e n tAddress: 4662 Dakota St SEP.I.D. 250010570P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City Manager1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . ) N16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP O U T L O T A LOT 2 L O T 3 CITYHALLPLAZALOT 1 12" RCP (Per Rec .) 12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)GazeboBLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" P V C E L E C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%COCOTRASHPARK RULES SIGNUPUPUP SETBACK10' - 0"5.0%1986 SFRETAIL1159 SFLOBBY/AMENITYELEV. 2STAIR 3TRASHSTAIR 1RETAIL TRASHELEV. 3ELEV.VEST.684 SFEXERCISEUNIT A1RUNIT B2RUNIT B2UNIT A2UNIT B2 (ELECT.)STORAGEUNIT C1UNIT D1UNIT D1RUNIT B3UNIT D2UNIT D3UNIT D12UNIT B1UNIT A1UNIT A1UNIT B1886 SFBUSINESSVESTIBULEOFFICERETAIL RRRETAIL RRLUXORMAIL69' - 0"5' - 6"RRRR960' - 6"10' - 6 7 / 8 " 5' - 2 1/ 8 " 8' - 2" 4' - 10 1/4"5' - 2 1/8"7' - 11 5/8"ELEV. 1ELEV. VEST.STAIR 2CIRCULATION31' - 5 3/8"6' - 1 1/4"31' - 5 3/8"APPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITS19.8'26.6'10.0'27.5' 25.5'5.9'5.1'9.0'11.9'7.3'12.0'17.9'37.6'11.2'19.6' 10. 0 '36.4'10.0'10.0'10.0'R15.0'R15.0'BIT. PVMT.,TYP10' CONC. WALKSEE DETAIL, TYP.CONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETE SIDEWALK PERCITY STANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.C&G TO MATCHEXISTING, TYP.C&G TO MATCHEXISTING, TYP.24" CONC. VALLEY GUTTERPER CITY STANDARDS, TYP.LOWER LEVELPARKINGPAVEMENT STRIPING,TYP.8' PUBLIC SIDEWALKEASEMENTMATCH EXISTING,TYP.8X8 TRANSFORMER PAD,COORD. PAD STYLE &LOCATION W/MANUFACTURER &ELECTRICAL,TYP.R3.0'DECORATIVE FENCE & 3'GATE TO MATCH PIERS &RAILING, COORD. W/ ARCH.PLAN FOR DETAILING10' HEAVY DUTY BIT. PAVEMENT, SEE DETAIL. COORD.TRAIL ALIGNMENT WITH CITY PRIOR TO SUBGRADEPREPARATION. SUBGRADE TO BE INSPECTED BY CITYPRIOR TO AGGREGATE BASE PLACEMENT.B612 C&G, TYP.9.0'9.0'9.0'9.0'9.0'9.0'R148.0'R75.0'R138.0'R65.0'R51.0'R77.0'12.0'4' CURB TAPERCONSTRUCT RAMP TOMATCH EXISTING, TYP.SURMOUNTABLE C&G TOMATCH EXISTING, TYP. MATCH EXISTINGTRAIL, TYP.FILTRATIONBASIN #2REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONCONTRACTOR TO PROVIDETEMP. TRAIL BEHINDCONSTRUCTION FENCE DURINGCONSTRUCTION FORPEDESTRIAN ACCESS TO PARKDECORATIVE PIERS &RAILING, SEE ARCH.BOULDER RETAINING WALL,REINSTALL EXISTINGBOULDERS ON SITE12.4'17.1'10.0'Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:HEAVY DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)CITY OF PRIOR LAKE SITE SPECIFIC NOTES:01" = 20'-0"20'-0"10'-0"N1.NO OVERHEAD POWER LINES PERMITTEDKnow what'sbelow.before you dig.CallRPROPERTY 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.CONSTRUCTION LIMITSTO1.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 ORREPLACE 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 EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THESITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALLBE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/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 ANDSTREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OFSITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKEFOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATEAND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION.LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDINGPADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOTPREVIOUSLY 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 OFTRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESSOTHERWISE 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 SITEIMPROVEMENTS.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.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILADDITIONAL PAVEMENTS & SITEFURNISHINGS TO BEDETERMINED AND SUBMITTEDFOR REVIEW AT TIME OF PARKIMPROVEMENTS PLANSUBMITTAL Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility EasementDAKOTA STREET SOUTHEAST(A Public R/W)Concrete SidewalkConcrete SidewalkProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility EasementP.I.D. 250010560Address: 4666 Dako t a S t S E Owner: Pri o r L a k e E c o n o m i c D e v e l o p m e n tAddress: 4662 Dakota St SEP.I.D. 250010570P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City Manager1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . ) N16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP O U T L O T A LOT 2 L O T 3 CITYHALLPLAZALOT 1 12" RCP (Per Rec .) 12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)Gazebo70.0060.0015.0070.0060.0015.00BLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" P V C E L E C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%COCOTRASHPARK RULES SIGNUPUPUP SETBACK10' - 0"5.0%1986 SFRETAIL1159 SFLOBBY/AMENITYELEV. 2STAIR 3TRASHSTAIR 1RETAIL TRASHELEV. 3ELEV.VEST.684 SFEXERCISEUNIT A1RUNIT B2RUNIT B2UNIT A2UNIT B2 (ELECT.)STORAGEUNIT C1UNIT D1UNIT D1RUNIT B3UNIT D2UNIT D3UNIT D12UNIT B1UNIT A1UNIT A1UNIT B1886 SFBUSINESSVESTIBULEOFFICERETAIL RRRETAIL RRLUXORMAIL69' - 0"5' - 6"RRRR960' - 6"10' - 6 7 / 8 " 5' - 2 1/ 8 " 8' - 2" 4' - 10 1/4"5' - 2 1/8"7' - 11 5/8"ELEV. 1ELEV. VEST.STAIR 2CIRCULATION31' - 5 3/8"6' - 1 1/4"31' - 5 3/8"APPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITS10.0'Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............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 PRIOR LAKE GRADING NOTES:1.RETAINING WALLS OVER 4' IN HEIGHT WILL REQUIRE A PERMIT FROM THE CITY.THEY WILL BEED TO BE DESIGNED BY A MN LICENSED AND REGISTEREDENGINEER AND HAVE A FENCE CONSTRUCTED ON THE TOP OF THE WALLS.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-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 AMERICAN ENGINEERING TESTING, DATED 02-9-2022GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 909.6 TO 923.4 THEREPORT INDICATES THE GROUNDWATER LEVEL TO BE BELOW THE TERMINATION OFBORINGS, OBSERVED GROUNDWATER IS PERCHED.THE BORINGS & GROUNDWATER ARE AS FOLLOWS:2918.63909.67923.4SPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.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 REPLACE ANYUTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.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 SOILSENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAYWILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TOCONSTRUCTION IF APPLICABLE6.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 REPLACE ANYUTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FORREVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OFCONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OFFINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THESITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THESITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOILSHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTORSHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERETURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTINGGRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLEDBELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREASUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TESTROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILSENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILSENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOTBELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOTABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIREDELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASHAND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIEDTOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERETURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSEWEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHERCONSTRUCTION. Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility EasementDAKOTA STREET SOUTHEAST(A Public R/W)Concrete SidewalkConcrete SidewalkProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility EasementP.I.D. 250010560Address: 4666 Dako t a S t S E Owner: Pri o r L a k e E c o n o m i c D e v e l o p m e n tAddress: 4662 Dakota St SEP.I.D. 250010570P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City Manager1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . ) N16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP O U T L O T A LOT 2 L O T 3 CITYHALLPLAZALOT 1 12" RCP (Per Rec .) 12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)GazeboBLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" P V C E L E C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%COCOTRASHPARK RULES SIGNUPUPUP SETBACK10' - 0"5.0%1986 SFRETAIL1159 SFLOBBY/AMENITYELEV. 2STAIR 3TRASHSTAIR 1RETAIL TRASHELEV. 3ELEV.VEST.684 SFEXERCISEUNIT A1RUNIT B2RUNIT B2UNIT A2UNIT B2 (ELECT.)STORAGEUNIT C1UNIT D1UNIT D1RUNIT B3UNIT D2UNIT D3UNIT D12UNIT B1UNIT A1UNIT A1UNIT B1886 SFBUSINESSVESTIBULEOFFICERETAIL RRRETAIL RRLUXORMAIL69' - 0"5' - 6"RRRR960' - 6"10' - 6 7 / 8 " 5' - 2 1/ 8 " 8' - 2" 4' - 10 1/4"5' - 2 1/8"7' - 11 5/8"ELEV. 1ELEV. VEST.STAIR 2CIRCULATION31' - 5 3/8"6' - 1 1/4"31' - 5 3/8"APPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITS10.0'MAKE CONNECTION TOEXISTING SANITARYMANHOLEEX IE (W)=951.17(FIELD VERIFY)PROP IE (W)=951.17COORDINATE WITH CITYMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYPROPOSED GATEVALVE AND VALVE BOXSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=951.93COORD. W/MECH'L38 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%8'' DIP WATER MAININTERNAL ROOF DRAINCONNECTION, STUB TOBUILDING, COORD. W/MECHL. IE = 931.384 LF 12'' SCH 40STORM @ 2.00%INLET IE = 931.30UNDERGROUND FILTRATION BASIN 154" PERF. CMP UNDERGROUNDFILTRATION SYSTEM12" SIDE & END STONE, 27" STONESEPARATION, 6" STONE COVER AND24" SAND BASEWRAP ENTIRE SYSTEM WITH 30 MIL.PVC MEMBRANE. INSTALL PVC BOOTSAT ALL PIPE PENETRATIONS THROUGHLINER PER MANUF.RECOMMENDATIONSIE 6" DT/SAND=925.48IE 54" CMP=927.48OE 12" ORIFICE=929.68TOP 54" CMP=931.98TOP STONE=932.48BAFFLE ELEV.=928.98100-YR HWL=931.575 LF 6" PVC SDR 26STORM @ 3.33%AND5 LF 12" HDPESTORM @ 3.33%53 LF 12" HDPESTORM @ 0.50%EX. CBMHRIM=929.02EX. IE (NE)=925.36 (FIELD VERIFY)EX. IE (W)=927.02 (FIELD VERIFY)EX. IE (S)=924.94 (FIELD VERIFY)PR. IE (E)=925.13CORE DRILL NEW CONNECTIONTO EXISTING MH6" PVC PERF. DRAINTILE @ 0.00%, TYP.ACCESS RISER,TYP.CLEANOUTDT IE=925.48, TYP.8" COMBINED DIP WATERSERVICE AND VALVE, STUBTO WITHIN 5' FROM BUILDING,COORD. W/MECH'LCONTRACTOR 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 APPROVALCONTRACTOR SHALL COORDINATE ALLTHE UTILITY SERVICES WITH BOTH THECIVIL AND MECHANICAL PLANS PRIOR TOCONSTRUCTION.SEE DEMO PLANFOR ALL EXISTINGUTILITY REMOVALINFORMATIONMH01RIM = 934.00IE IN = 929.60IE IN (DT) = 925.40IE OUT = 925.40DRAWDOWNRISER, TYP.6" DT -6" PERF. PVCIE=952.85 @ 0.00%CLEANOUT, TYP.DT IE=952.85EX. CBMHRIM=956.15EX. IE (NE)=951.16(FIELD VERIFY)PR. IE (DT)=952.85CORE DRILL NEWCONNECTION TOEXISTING MHMH02RIM=957.75IE= 954.90SUMP=950.90INSTALL SAFL BAFFLEAND HOODCONSTRUCT OVEREXISTING 12" PVC STORMCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF PRIOR LAKE UTILITY NOTES:1.NO OVERHEAD POWER LINES PERMITTED01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.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, AWWAC110, AWWA C153 UNLESS 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 FITTINGSUNLESS 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 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACHDIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORTRECOMMENDATIONS AND REQUIREMENTS. Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............6" PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH 6" 4" 6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED I A DIA + 3'UTILITY PIPE4JOINT SEALANT DETAILSN T SNOTES:1.SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2.TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.D WT W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPESEE NOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 13BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY2.0"2.0"6.0"HEAVY DUTY2.0"2.5"8.0"6"8"12"13 1/2" 6"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSFINISHED GRADEN T SB-612 CONCRETE CURB AND GUTTER7"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENT DETAIL(6" MIN.)0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER(T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROMCURB. SEE PLAN1:3 BATTER SLOPE GUTTER 34" PER 1'-0"3" RADIUS CORNERS12" RADIUSCOMPACTED SUB-BASE, EXIST. NATIVEOR PER SOILS REPORT2CONTRACTOR SHALL REVIEW ALL CIVIL AND ARCHITECTURAL DETAILS PRIOR TO WORK. ANY REDUNDANT,CONTRADICTORY OR CONFLICTING INFORMATION PRESENTED IN ANY PLAN OR DETAIL THROUGHOUT THE CONTRACTDOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT AND CIVIL ENGINEER AND RESOLVEDPRIOR TO WORK COMMENCING.GENERAL DETAILS NOTES: Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............2154" 6" MIN. 24" 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 EROSION CONTROLDEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURINGCONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANYUP GRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.AFTER SUBGRADE EXCAVATION BUT PRIOR TO CONSTRUCTION/INSTALLATION OF THESTORMWATER BMP, CONTRACTOR SHALL HAVE GEOTECHNICAL ENGINEER PERFORMDOUBLE-RING INFILTROMETER TEST. TEST SHALL OCCUR AT BOTTOM OF SUBGRADE ELEVATIONOF STORMWATER BMP (CHAMBERS, INFILTRATION BASINS ETC.) AT LOCATION/LOCATIONSDETERMINED BY THE GEOTECHNICAL ENGINEER ON SITE. REPORT INFILTRATION RATES OFSOILS (NATIVE OR IMPORTED) TO CIVIL ENGINEER PRIOR TO ANY INSTALLATION RELATED TOTHE BMP.5.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TOSETTING FINAL GRADE OF BIORETENTION DEVICE.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.SEED AND MULCH ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES.10.PLANT AND MULCH SITE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREAIS ADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELYFOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TOCONTINUING CONSTRUCTION.2.GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTIONEARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCING12"(TYP)27"12"(TYP)GRADEPAVEMENT/LANDSCAPING/SOD54" DIA. PERF. CMP PIPE.FABRIC ENTIRE SYSTEM WITH 30-MIL PVC LINERSUBDRAIN 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 S1D24"3H:1L MAX.BIO-FILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENTLAND 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 FINALGRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINSLEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROMCLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVINGEQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED,UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRE-TREATMENT STRIP ORPRE-TREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED INSITU SOILNET LESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSMIN.PLANTING MEDIUM DEPTH 24"WITH A WELL BLENDED MIXTURE (BY VOLUME):70% HOMOGENOUS CONSTRUCTION SAND30% ORGANIC COMPOSTSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS4"1.5'UNDERDRAIN GRAVEL BLANKET1-1.5" DOUBLE WASHED STONE(NON LIMESTONE OR CONCRETE MATERIAL)PERFORATED UNDERDRAIN OUTLET PIPE6" DIAMETER RIGID, PERFORRATED PVC.SEE UTILITY PLANINSTALL 30-MIL PVC LINER UP TO ELEVATIONOF 957.50 (INCLUDING BEHIND BOULDERRETAINING WALL)2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............ Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONC5.3CIVIL DETAILS............ Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility EasementDAKOTA STREET SOUTHEAST(A Public R/W)Concrete SidewalkConcrete SidewalkProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility EasementP.I.D. 250010560Address: 4666 Dakota St SEOwner: Prior Lake Economic DevelopmentAddress: 4662 Dakota St SEP.I.D. 250010570P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City Manager1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . ) N16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP O U T L O T A LOT 2LOT 3 CITYHALLPLAZALOT 112" RCP (Per Rec.) 12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)Gazebo70.0060.0015.0070.0060.0015.00BLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" PVC ELE C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%COCOTRASHPARK RULES SIGNUPUPUP SETBACK10' - 0"5.0%1986 SFRETAIL1159 SFLOBBY/AMENITYELEV. 2STAIR 3TRASHSTAIR 1RETAIL TRASHELEV. 3ELEV.VEST.684 SFEXERCISEUNIT A1RUNIT B2RUNIT B2UNIT A2UNIT B2 (ELECT.)STORAGEUNIT C1UNIT D1UNIT D1RUNIT B3UNIT D2UNIT D3UNIT D12UNIT B1UNIT A1UNIT A1UNIT B1886 SFBUSINESSVESTIBULEOFFICERETAIL RRRETAIL RRLUXORMAIL69' - 0"5' - 6"RRRR960' - 6"10' - 6 7/8"5' - 2 1/8"8' - 2"4' - 10 1/4"5' - 2 1/8"7' - 11 5/8"ELEV. 1ELEV. VEST.STAIR 2CIRCULATION31' - 5 3/8"6' - 1 1/4"31' - 5 3/8"APPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITS10.0'6 - RG2 - ST1 - JM23 - RG5 - CK8 - PN8 - TT3 - ST4 - JM28 - JE3 - TN3 - CA21 - JM23 - RG1 - JM216 - PL2 - CA26 - HA26 - CK1 - CA23 - RG1 - PN21 - PN22 - CA21 - PN23 - RG1 - PN24 - CA21 - PN23 - RG6 - AA216 - PL1 - AG1 - EK58 - PL5 - AG2 - EKWOODLAND SEEDMIX, SEE SCHEDULE"NO MOW" LOWMAINT. SEED MIX,SEE SCHEDULESOD, SEE LEGENDSOD, SEE LEGENDFOUNDATION MAINTENANCESTRIP, SEE SCHEDULEFOUNDATION MAINTENANCESTRIP, SEE SCHEDULETREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYEK3Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVARYEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYJE8Eastern Red Cedar / Juniperus virginiana6` B&BNATIVENORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYAG6Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVE CULTIVARYSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYAA26Autumn Magic Black Chokeberry / Aronia melanocarpa `Autumn Magic`#5 CONTNATIVEYCA212Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONTNATIVE CULTIVARJM27Medora Juniper / Juniperus scopulorum `Medora`36" HT.NOT NATIVENPN25Bird`s Nest Spruce / Picea abies `Nidiformis`#5 CONTNATIVE CULTIVARNRG21Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONTNATIVE CULTIVARNST5Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONTNOT NATIVEYTN3Nova Japanese Yew / Taxus cuspidata `Nova`#5 CONTNOT NATIVENTT8Taunton`s Yew / Taxus x media `Tauntonii`#5 CONTNOT NATIVENGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYCK11Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONTNATIVE CULTIVARNHA26All Gold Japanese Forest Grass / Hakonechloa macra `All Gold`#1 CONTNOT NATIVENPN8Northwind Switch Grass / Panicum virgatum `North Wind`#1 CONTNATIVE CULTIVARNPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYPL74Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONTNOT NATIVEYPLANT SCHEDULEGROUND COVERSCOMMON / BOTANICAL NAMESIZE1" DIA. DECORATIVE ROCK MULCH / FOUNDATION MAINTENANCE STRIPROCK MULCH OVER FILTER FABRIC, SEE DETAIL. MULCH SAMPLESREQ. PROVIDE EDGING AS SHOWN, SEE SCHEDULE & LEGENDMulchSAVANNA & WOODLAND EDGE MIX / SHOOTING STAR NATIVE SEEDSINSTALL PER SUPPLIER, INCLUDE ANNUAL COVER CROP. MIN. 10LBS/ACRESeed MixNO MOW FINE FESCUE MIX / SHOOTING STAR SEEDINSTALL PER SUPPLIER, INCLUDE ANNUAL COVER CROP. 250LBS/ACRESeed MixBLUE GRASS BASED / SODCOMMERCIAL GRADE, LOCALLY, TOPSOIL GROWN. INSTALL PERSUPPLIER. "BIG ROLL" PREFERREDSodGROUND COVER SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.cLICENSE 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.25821Robert L. Binder03/09/2201" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED 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 - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.LEGENDMULCH SCHEDULEAREAMULCH TYPEEDGINGFABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1PLANTING BEDS4" DEPTH, SHREDDED CEDARYESNOMAINT. STRIP AT BUILDING FOUNDATION1" DIA., 3" MIN. DEPTH DECORATIVE ROCKYESYESSEE DETAIL SHT. L1.1DOG PARK MULCHNANANANANATIVE SEED AREASSTRAW MULCHNONOUSED FOR SEED STABILIZATION DURINGGERMINATIONNOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALSEDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.SEE SHEET L1.1 FOR PLANTING DETAILS, & GENERALAND IRRIGATION NOTESADDITIONAL LANDSCAPE TO BEDETERMINED AND SUBMITTEDFOR REVIEW AT TIME OF PARKIMPROVEMENTS PLANSUBMITTALLANDSCAPE CALCULATIONS: REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.cLICENSE 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.25821Robert L. Binder03/09/221.ENTIRE SITE SHALL BE FULLY IRRIGATED. THECONTRACTOR SHALL SUBMIT IRRIGATION SHOPDRAWINGS FOR REVIEW AND APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS ANDSPECIFICATIONS FOR IRRIGATION WATER, METER, ANDPOWER CONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALLUNDERGROUND/ABOVE GROUND FACILITIES PRIOR TOANY EXCAVATION/INSTALLATION. ANY DAMAGE TOUNDERGROUND/ABOVE GROUND FACILITIES SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR AND COSTSASSOCIATED WITH CORRECTING DAMAGES SHALL BEBORNE ENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PERLOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OFSERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITYCOMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" ATBUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHEDGRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY INCOLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT2'-0" BELOW THE FINISHED GRADE OF THE TOP OFPAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALLSLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL"ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONSWITH CLEAN AND SQUARE CUT JOINTS. USE QUALITYGRADE PRIMER AND SOLVENT CEMENT FORMULATED FORINTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARPOBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK INCOLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHENSERVICE IS REQUIRED. LOCATE IN PLANT BED AREASWHENEVER POSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIEDON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLIDCOPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVESOR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRETO EACH VALVE AND ONE (1) SPARE WIRE AND GROUNDTO FURTHEST VALVE FROM CONTROLLER. LABEL ORCOLOR CODE ALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLSAND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS ORARC ON SPRINKLER HEADS AND FLOW CONTROL ONAUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUMPRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINEDON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING ATEACH 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 BOTTOMOF 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 SPECIFIEDVARIES, SEE 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 PLACEMENT2LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BEMULCHED - SEE SCHEDULE2.ALL TREES SHALL BE MULCHED TO OUTER EDGE OF SAUCEROR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCHSHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.SEE MULCH SCHEDULE BELOW.3.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERSCOLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.OWNER TO APPROVE BOULDER SAMPLES PRIOR TOINSTALLATION.4.PLANT MATERIALS SHALL CONFORM WITH THE AMERICANASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BEOF HARDY STOCK, FREE FROM DISEASE, DAMAGE ANDDISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FORDURATION OF ACCEPTANCE PERIOD.5.UPON DISCOVERY OF A DISCREPANCY BETWEEN THEQUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE SCHEDULE SHALLGOVERN AND CONTRACTOR SHALL RECONCILE BETWEENTHE TWO BEFORE INSTALLATION.6.CONDITION OF VEGETATION SHALL BE MONITORED BY THELANDSCAPE ARCHITECT THROUGHOUT THE DURATION OFTHE CONTRACT. LANDSCAPE MATERIALS PART OF THECONTRACT SHALL BE WARRANTED FOR ONE (1) FULLGROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.7.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALLRECEIVE MIN. 6" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.8.COORDINATE LOCATION OF VEGETATION WITHUNDERGROUND AND OVERHEAD UTILITIES, LIGHTINGFIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALLSTAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBSFOR REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT PRIOR TO INSTALLATION.9.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINEDUNTIL ACCEPTANCE.10.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTINGFROM LANDSCAPE CONTRACTOR'S ACTIVITIES.11.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OFDEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.12.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN ANDINSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLEAND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEMSHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BECAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PERWEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.13.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSEDIRRIGATION SYSTEM INLCUDING PRICING FROM OWNER,PRIOR TO INSTALLATION.SEE SHEET L1.0 FOR PLANTING, GROUND COVER &MULCH SCHEDULES1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTSOF 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 STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASEDINSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIEDPLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL: Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility Easement8" VCPDAKOTA STREET SOUTHEAST(A Public R/W)Shed21.928.322.027.9 30.038.130.038.03.36.56.76.514.341.524.241.4 10.111.910.411.9Deck DeckWoodStepsWoodStepsWoodStepsWoodRetaining WallConcreteDrivewayConcrete SidewalkConcrete SidewalkPaversProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility Easement 1 1/2 Story Lap Sided BuildingFoundation Area = 1,047 SQ. FT. +/-Address: 4664 Dakota St SEP.I.D. 250010550 P.I.D. 250010560Address: 4666 Dako t a S t S E Owner: Pri o r L a k e E c o n o m i c D e v e l o p m e n t 1 1/2Story Lap Sided BuildingFoundation Area= 1,047 SQ. FT. +/-Address: 4662 Dakota St SEP.I.D. 250010570ExistingGarageP.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City ManagerConcreteStepsBituminousDrivewayBoulderWall1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . ) ConcreteStepsConcrete WoodFenceBenchesLandscapingBit u m i n o u s W a l k w a y C.L.FenceN16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP ConcretePatioWoodRetaining WallO U T L O T A LOT 2 L O T 3 CITYHALLPLAZALOT 1 6 " P V C ( P e r R e c . )12" RCP (Per Rec .) 12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)WaterSpigotGazebo70.0060.0015.0070.0060.0015.00BLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" P V C E L E C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%COCOTRASHPARK RULES SIGNAPPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITSINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 20'-0"20'-0"10'-0"N1. THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLED BY THECONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.2. SLOPES GREATER OR EQUAL TO 3:1 SHALL HAVE APPROVED EROSION CONTROL BMPSINSTALLED IMMEDIATELY AFTER FINISHED GRADING.3. ALL DOWN GRADIENT SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO ANY LANDDISTURBANCE. THE CITY MUST INSPECT AND APPROVE THESE BMPS BEFORE LAND DISTURBANCEMAY OCCUR.CITY OF PRIOR LAKE 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 LIMITALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION. Proposed 9 Ft. Drainage &Utility EasementProposed 10 Ft. Drainage& Utility EasementVILLAGE OF PRIOR LAKE SANITARY SEWEREASEMENT PER BK. 145 D., PG. 427VILLAGE OF PRIOR LAKESANITARY SEWER EASEMENTPER BK. 145 D., PG. 424 VILLA G E O F P R I O R L A K E SANIT A R Y S E W E R E A S E M E N T P E R BK. 1 4 5 D . , P G . 4 2 1 Proposed 5 Ft. Drainage& Utility EasementProposed 10 Ft. Drainage& Utility EasementDAKOTA STREET SOUTHEAST(A Public R/W)Concrete SidewalkConcrete SidewalkProposed 5 Ft. Drainage& Utility EasementProposed 5 Ft. Drainage& Utility EasementP.I.D. 250010560Address: 4666 Dako t a S t S E Owner: Pri o r L a k e E c o n o m i c D e v e l o p m e n tAddress: 4662 Dakota St SEP.I.D. 250010570P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF & City Manager1 0 " P V C ( P e r R e c . ) 12" P V C ( P e r R e c . ) N16°40'17"E 300.00 S73°20'04"E 145.00S16° 4 0 ' 1 7 " W 3 0 0 . 0 0N73°20'04"W 145.00P.I.D. 250010582Address: 4646 Dakota St SEOwner: Prior Lake City OF& City Manager8" VCP O U T L O T A LOT 2 L O T 3 CITYHALLPLAZALOT 1 12" RCP (Per Rec .) 12" PVC (Per Rec.)8" VCP(Per Rec .)12" DIP (Per Rec.)Gazebo70.0060.0015.0070.0060.0015.00BLOCK 1 1.5 " C O P P E R W A T E R S E R V I C E ( P E R R E C . ) 4" P V C E L E C T R I C A L C O N D U I T ( P E R R E C . )1 12'' CURB STOP & BOX(REC)1 12''CURB STOP & BOX(REC)(EXISTING) 6" PVCSTORM(EXISTING) CBMHRIM=929.02IE(NE)=925.36IE(W)=927.02IE(S)=924.94SUMP=919.22(EXISTING) 71 LF 15"PVC STORM @ 1.87%(EXISTING) CBMHRIM=943.04IE(N)=938.10IE(SW)=938.14(EXISTING) 74 LF 15" RCPSTORM @ 17.78%COCOTRASHPARK RULES SIGNUPUPUP SETBACK10' - 0"5.0%1986 SFRETAIL1159 SFLOBBY/AMENITYELEV. 2STAIR 3TRASHSTAIR 1RETAIL TRASHELEV. 3ELEV.VEST.684 SFEXERCISEUNIT A1RUNIT B2RUNIT B2UNIT A2UNIT B2 (ELECT.)STORAGEUNIT C1UNIT D1UNIT D1RUNIT B3UNIT D2UNIT D3UNIT D12UNIT B1UNIT A1UNIT A1UNIT B1886 SFBUSINESSVESTIBULEOFFICERETAIL RRRETAIL RRLUXORMAIL69' - 0"5' - 6"RRRR960' - 6"10' - 6 7 / 8 " 5' - 2 1/ 8 " 8' - 2" 4' - 10 1/4"5' - 2 1/8"7' - 11 5/8"ELEV. 1ELEV. VEST.STAIR 2CIRCULATION31' - 5 3/8"6' - 1 1/4"31' - 5 3/8"APPROX. EXCAVATIONLIMITS FOR GARAGECONSTRUCTION.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONACCESS LIMITSCONSTRUCTION LIMITS10.0'INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PLACE EROSION CONTROLBLANKET ON ALL SLOPES 4:1OR STEEPER, TYP. (MNDOTCATEGORY 3)PLACE EROSION CONTROLBLANKET ON ALL SLOPES 4:1OR STEEPER, TYP. (MNDOTCATEGORY 3)PLACE EROSION CONTROLBLANKET ON ALL SLOPES 4:1OR STEEPER, TYP. (MNDOTCATEGORY 3)INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INSTALL ADDITIONAL ROW OF SILTFENCE AROUND FILTRATION BASINONCE CONSTRUCTED AND PRIORTO VEGETATION ESTABLISHMENTCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1.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.1. THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLED BY THECONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.2. SLOPES GREATER OR EQUAL TO 3:1 SHALL HAVE APPROVED EROSION CONTROL BMPSINSTALLED IMMEDIATELY AFTER FINISHED GRADING.3. ALL DOWN GRADIENT SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO ANY LANDDISTURBANCE. THE CITY MUST INSPECT AND APPROVE THESE BMPS BEFORE LAND DISTURBANCEMAY OCCUR.CITY OF PRIOR LAKE EROSION CONTROL NOTES: Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION 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 S1FILTER 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.2FILTER 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 S3 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060PRIOR LAKE LUXURY 4662 & 4664 DAKOTA STREET SE, PRIOR LAKE, MN 55372 750 SECOND STREET NE, SUITE 100, HOPKINS, MN 55343 THE BEARD GROUP PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21453............3/09/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:RB, JR, MSDK..............COPYRIGHT CIVIL SITE GROUP INC.c48776David J. KnaebleLICENSE 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.03/09/22REVISION 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 REDEVELOPMENT OF TWO SINGLE FAMILY HOMES INTO A MULTI-FAMILY UNIT WITH ASSOCIATED UNDERGROUND PARKING. 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 BOTH LOWER PRIOR LAKE AND UPPER PRIOR LAKE - LOWER PRIOR LAKE AND UPPERPRIOR LAKE ARE IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LOWER PRIOR LAKE AND UPPER PRIORLAKE ARE IMPAIRED FOR, FISHES BIOASSESSMENTS; MERCURY IN FISH TISSUE; NUTRIENTS. BECAUSE THESE WATERS ARE LOCATED WITHIN ONEMILE 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.THE 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:DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/19/19EXPIRATION: 5/31/2022THE BEARD GROUP, INC.750 2ND STREET NE, SUITE 100HOPKINS, MN 55343CONTACT: BEN BEARD (952)-930-0630BENB@BEARDGROUPINC.COM Page 1 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSLuminaire ScheduleSymbolQtyCalculation SummaryLabelManufacturerDescriptionArrangementLum. LumensLum. WattsLLF9CC1LabelCY2-45-3K7-1-4-RSingle402651.740.900CalcTypeUnitsAvg12AACY1-15-3K7-1-1-RSingle182517.260.900MaxMinAvg/MinMax/MinLOT_PlanarIlluminanceFc2.26925.5DD2HEWILLIAMS4DR-TL-L40-830-DIM-UNV-O-W-OF-CS-WETCCSingle330037.6180.9003DD1HEWILLIAMS4DR-TL-L15-830-DIM-UNV-ON-OF-CS-WET-CCSingle1703200.7500.0N.A.N.A.7EEBKMA-LED-x45_x45-WFL_WFL-12-CSingle369168.70.90010BBBEGA24152K3Single548110.900Not to ScaleUP504 SFUNIT A2689 SFUNIT B2 (ELECT.)504 SFUNIT A1R689 SFUNIT B2R689 SFUNIT B2684 SFEXERCISE689 SFUNIT B1504 SFUNIT A1504 SFUNIT A1689 SFUNIT B11052 SFUNIT D121133 SFUNIT D31186 SFUNIT D2689 SFUNIT B3903 SFUNIT D1R903 SFUNIT D1788 SFUNIT C1TRASHSTAIR 3RETAIL1134 SFLOBBY/AMENITYSTORAGESTAIR 1RETAILTRASH2,595 SF RETAIL5.0%%%AMENITY PATIOEXISTING TRAILELEV. 2ELEV. 3STAIR 2ELEV. 1886 SFBUSINESSRETAIL RRRETAIL RREDGE OF BUILDING ABOVECOVERED PARKING AREAOFFICEVESTIBULELUXOR MAILRRRRTRANSFORMERGENERATORAREA WELLLINE OF EXTENT OF CONSTRUCTIONDD1DD1BBBBBBBBBBAAAAAAAACC1CC1CC1CC1CC1CC1CC1CC1CC1AAAAAAAAAAAAAAAAEEEEEEEEEEEEDD1EEDD2DD2DD2DD2DD2DD2DD2DD2DD2BBBBBBBBBB0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.2 0.2 0.3 0.3 0.40.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.3 0.4 0.4 0.4 0.30.4 0.4 0.4 0.3 0.2 0.1 0.0 0.00.0 0.1 0.1 0.2 14.3 0.1 4.8 1.1 1.8 16.0 25.5 6.5 2.4 0.8 14.2 1.1 2.6 4.1 4.0 2.5 0.9 1.5 3.3 4.5 4.6 4.6 4.5 3.8 2.2 2.3 3.8 4.2 3.1 1.6 2.6 4.1 4.1 2.6 0.7 0.2 0.0 0.00.1 0.1 0.2 0.5 3.3 0.2 0.0 5.1 24.8 7.2 10.8 2.1 14.4 2.1 1.10.4 0.71.9 1.4 0.90.7 1.1 1.6 0.6 0.1 0.0 0.00.1 0.2 0.3 0.9 13.82.5 0.6 0.0 0.0 0.00.1 0.2 0.4 2.2 3.74.9 0.9 0.1 0.0 0.00.1 0.2 0.4 3.75.2 0.9 0.1 0.0 0.00.1 0.1 0.3 0.43.3 0.8 0.1 0.0 0.00.1 0.1 0.2 0.4 0.51.4 0.6 0.0 0.0 0.00.1 0.1 0.2 1.5 10.22.5 1.0 0.1 0.0 0.00.1 0.1 0.2 0.8 4.04.8 1.4 0.1 0.0 0.00.1 0.1 0.2 0.3 0.25.2 1.4 0.1 0.0 0.00.1 0.1 0.2 0.4 1.45.1 5.8 5.7 5.0 4.3 5.1 5.1 5.9 5.7 6.1 6.6 7.6 7.6 5.43.4 1.2 0.1 0.0 0.00.1 0.1 0.2 0.8 14.37.8 7.7 7.0 5.2 4.4 4.7 4.1 4.8 5.3 5.8 6.4 7.5 7.5 6.21.5 0.7 0.1 0.0 0.00.1 0.1 0.2 0.4 2.6 7.1 15.8 2.0 7.6 15.8 2.1 7.8 16.3 4.5 8.0 7.57.0 4.5 3.9 4.0 3.3 3.9 4.6 4.7 5.7 7.5 7.3 7.5 2.82.4 1.0 0.1 0.0 0.00.1 0.1 0.1 0.2 0.3 5.0 15.2 1.5 5.2 15.2 1.6 5.9 15.8 4.9 8.1 6.65.3 2.5 1.7 1.5 1.4 1.5 1.8 2.0 2.8 5.2 6.2 7.1 2.64.7 1.4 0.1 0.0 0.00.0 0.1 0.1 0.2 0.4 8.9 19.0 2.5 9.3 18.9 2.6 9.9 19.1 5.1 6.6 5.53.9 1.3 0.6 0.4 0.4 0.4 0.5 0.6 1.5 4.0 5.4 6.4 2.15.2 1.4 0.1 0.0 0.00.0 0.1 0.1 0.3 2.0 5.8 14.4 1.3 4.2 14.3 1.3 4.8 14.7 3.8 5.6 4.43.0 1.0 0.3 0.1 0.1 0.1 0.2 0.3 1.0 3.1 4.2 5.8 2.53.3 1.1 0.1 0.0 0.00.0 0.1 0.1 0.4 10.3 19.4 19.6 2.7 9.7 19.2 2.6 10.3 19.9 5.8 4.93.7 2.5 0.8 0.4 0.1 0.2 0.2 0.1 0.4 0.8 2.3 3.0 3.71.0 0.4 0.0 0.0 0.00.0 0.0 0.1 0.4 1.7 3.8 7.2 1.8 2.1 5.8 0.8 2.8 7.0 3.10.2 0.1 0.0 0.0 0.00.0 0.0 0.1 0.4 1.9 4.1 4.7 3.4 1.3 0.4 0.5 1.7 3.9 5.5 5.2 2.7 1.10.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 3.4 4.6 4.1 2.4 2.8 4.4 4.52.8 0.7 0.2 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.2 0.3 0.5 0.5 0.5 0.3 0.2 0.2 0.3 0.5 0.7 0.7 0.4 0.30.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.50.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 Page 2 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSPage 2 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSLuminaire ScheduleSymbolQtyLabelManufacturerDescriptionCalculation SummaryArrangementLum. LumensLabelCalcTypeLum. WattsLLF9CC1UnitsAvgMaxMinCY2-45-3K7-1-4-RSingle402651.740.900Avg/MinMax/Min12AACY1-15-3K7-1-1-RSingle182517.260.900LOT_PlanarIlluminanceFc9DD2HEWILLIAMS4DR-TL-L40-830-DIM-UNV-O-W-OF-CS-WETCCSingle330037.6182.260.90025.50.0N.A.N.A.3DD1HEWILLIAMS4DR-TL-L15-830-DIM-UNV-ON-OF-CS-WET-CCSingle1703200.7507EEBKMA-LED-x45_x45-WFL_WFL-12-CSingle369168.70.90010BBBEGA24152K3Single548110.900 Page 3 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSPage 3 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSCalculation SummaryLabelCalcTypeLuminaire ScheduleSymbolQtyLabelManufacturerDescriptionArrangementLum. LumensUnitsLum. WattsLLFAvgMax9CC1CY2-45-3K7-1-4-RSingleMinAvg/MinMax/MinLOT_Planar402651.740.90012AACY1-15-3K7-1-1-RSingle182517.260.900IlluminanceFc2.2625.50.0N.A.9N.A.DD2HEWILLIAMS4DR-TL-L40-830-DIM-UNV-O-W-OF-CS-WETCCSingle330037.6180.9003DD1HEWILLIAMS4DR-TL-L15-830-DIM-UNV-ON-OF-CS-WET-CCSingle1703200.7507EEBKMA-LED-x45_x45-WFL_WFL-12-CSingle369168.70.90010BBBEGA24152K3Single548110.900 Page 4 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSPage 4 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSPage 4 of 4Project #:Date:3/8/2022Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.Paper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COM1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPRIOR LAKE APARTMENTSCalculation SummaryLuminaire ScheduleSymbolQtyLabelManufacturerDescriptionArrangementLum. LumensLum. WattsLabelLLF9CC1CY2-45-3K7-1-4-RSingle402651.740.90012AACY1-15-3K7-1-1-RSingle182517.260.900CalcTypeUnitsAvgMaxMinAvg/MinMax/MinLOT_PlanarIlluminanceFc9DD2HEWILLIAMS4DR-TL-L40-830-DIM-UNV-O-W-OF-CS-WETCCSingle330037.6180.9002.2625.530.0N.A.N.A.DD1HEWILLIAMS4DR-TL-L15-830-DIM-UNV-ON-OF-CS-WET-CCSingle1703200.7507EEBKMA-LED-x45_x45-WFL_WFL-12-CSingle369168.70.90010BBBEGA24152K3Single548110.900 [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Nick Jackson, Momentum Design Group David Knaeble, Civil Site Group From: Nick Monserud, Assistant City Engineer Pete Young, Water Resources Engineer Kris Keller, Consulting Engineer Date: March 25, 2022 Re: Prior Lake Luxury Apartments We have reviewed the updated preliminary plat documents submitted for the Prior Lake Luxury Apartments site on March 9, 2022 as prepared by Civil Site Group. The following documents were received: • Full Submittal - 2022 03-09 City Submittal Set.pdf Comments are provided within this Memorandum and in the corresponding redlined plan set. Please note that not all comments within the plan set are in the Memorandum. We have the following comments with regards to stormwater management and engineering: General 1. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) 2. An NPDES permit is required for this site as it exceeds 1 acre of disturbance. Removals Plan 1. Show as removing the unused stub connecting into the existing sanitary sewer manhole a. Bulkhead existing structure opening 2. Show the approximate removal limits of the street impacted with the existing water service removals back to the main. a. Mill and overlay the full width of road between the extents of the removals 3. Add callout to coordinate with the City to salvage existing memorial trees. Site Plan/Plat 1. Update areas in ‘Site Area Table’ to include construction and disturbance areas. 2. Shift the pedestrian ramp at the southeast corner of the site to line up with the pedestrian ramp at the southwest corner of the intersection and cross Dakota Street at a right angle. 3. Reference City Standard Detail Plate ST-8 for valley gutter on the site. 4. Reference City Standard Detail Plate ST-7 for the commercial apron to the site. 5. Provide a location for the garbage enclosure and how it will be accessed and removed from the site. 6. Provide a 7 ton design for the trail section per the geotechnical report for future maintenance access. a. Provide truck and emergency/fire vehicle turning movements 7. Show replacement curb as B618 along Dakota Street 8. Coordinate having existing easements vacated and new easements platted as necessary 9. Show City Hall, neighboring buildings, and adjacent features Grading Plan 1. Retaining walls that are over four feet in height or have more than two tiers shall be designed by a Minnesota registered professional engineer, need a Retaining Wall Permit, and have a fence or visual barrier constructed at the top of the wall. The retaining wall construction will require the submittal of detailed plans and specifications for a review by City staff. 2. Show City Hall, neighboring buildings, adjacent features and existing grades/contours 3. Show proposed exterior grades/contours for the parking area and adjacent to the building Utility Plans 1. Maintenance agreements between the property owner and the City will need to be finalized that define the ownership and responsibilities of the utility services from the utility mains to the buildings. 2. Maintenance agreements between the property owner and the City will need to be finalized that define the ownership and maintenance responsibilities of the storm sewer and stormwater management BMPs. 3. For connection into existing sanitary sewer structure, core drill and provide watertight boot. a. Reshape concrete invert and bench b. Note, the invert shown for the existing sanitary sewer manhole connection (951.15) appears to be the top of an outside drop. The invert of the structure is 945.55 4. For connection into existing storm sewer structure, core drill. a. Reshape concrete invert and bench b. Use RCP for the outlet pipe from the underground storm sewer storage to the existing City storm sewer structure 5. Install an 8” x 8” tee at the connection to the watermain instead of wet tapping 6. Provide separate domestic and fire services to the building with separate shutoffs (PIV for fire) outside the building fall zone. Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com Memo The Community Development Department reviewed the Preliminary PUD Plans for the subject project with a submittal plan date of 3/9/22 and updated landscape plan set dated 3/9/22 and has the following comments: 1. Note - there are three EDA parcels and a portion of the City of Prior Lake parcel included in the development area; only two PIDs are shown. All current PIDs are PID 250010570; PID 250010560; PID 250010550; and part of PID 250010582. It is expected that a new subdivision plat will be recorded and new PIDs will be provided prior to submittal of the Final PUD plan. 2. Note – two addresses are identified but there are three active addresses on the development site; 4662, 4664, and 4666 Dakota Street SE. It is anticipated 4664 Dakota Street SE will be assigned to the development upon final approval. 3. Provide clarification for discrepancy between Gross Area Excluding Garages of 117,475 SF and Net Building Area of 112,728 SF w/o Garage on Cover Sheet. 4. Provide confirmation that all above grade parking (28 stalls) and street parking (7 stalls) will be public parking stalls and not assigned/reserved for individual users. 5. Landscaping/Tree Replacement – further discussion will be needed regarding tree replacement. The plans identify a needed 203” of tree replacement; 20% of this requirement can be accomplished with shrubs and landscaping. It appears approximately 32.5” of replacement is identified on the site. 6. Development fees – developer and city staff will discuss potential development fees prior to final PUD submittal, including but not limited to a 6% administrative fee [for public improvements only] and 8% construction observation fee [for public improvements only] based on the total estimated construction costs (which includes park restoration, grading and utility connections on public property), and park dedication. 7. Sidewalk on west side of building – A maintenance agreement will be negotiated between city staff and developer relating to private maintenance of the sidewalk on the west side of building to the public trail within Gateway Park. 8. Finalize hours of operation for the outdoor restaurant space prior to submittal of the final PUD request to be considered by City Council. Date: March 23, 2022 (REVISED 04.07.2022) To: Ben Beard, The Beard Group, Inc. From: Casey McCabe, Community Development Director Subject: Prior Lake Luxury Apartments Preliminary PUD Application City Project #PDEV22-000008 9. Identify parking stall width and depth for compact parking stalls prior to submittal of the final PUD request to be considered by City Council. PUD Request 1. Front Yard Setback - maximum front yard setback in the TC, Town Center Use District is 10 feet along local streets. Proposed setback is shown at 12.4’ – 19.6’; this code variation will be part of the PUD request. 2. Side Yard Setback - maximum side yard setback in the TC, Town Center Use District is 10 feet along local streets. A portion of the proposed setback on the east side is shown at 11.2’ – 12.0’; this code variation will be part of the PUD request. 3. Exterior Materials – a minimum of 80% of facades abutting public right of way shall be constructed of high-quality, durable principal materials including brick, natural or cast stone, or glass. A maximum of 20% of facades abutting public right of way can be constructed of high quality, durable accent materials as approved by the Zoning Administrator. Side or rear façades not abutting public right of way shall have a minimum of 60% of the principal materials listed above and a maximum of 40% of accent materials as above. The proposed materials do not meet these minimum requirements; however, it is noted an exception to this requirement may be appropriate due to the scale of the building. Materials as shown meet 44% of this requirement on the front façade; 41% on the west façade; 46% on the east façade; and 49% on the rear façade. This code variation will be part of the PUD request. 4. Building Height - the maximum building height in the TC, Town Center Use District is 55 feet; Please clarify all building height measurements. Building Height is to be measured from the mean curb level along the front lot line or from the finished grade level for all that portion of the structure having frontage on a public right-of-way to the top of the roofline of a flat roof. The Roof Line is the lowest plane at which the external upper covering of a building begins. Please identify the building height from the mean curb level along the front lot line to the uppermost point of all roof lines so the planning commission, city council, and public have a clear understanding of the building height. If the height will exceed 55’, that code variation will be part of the PUD request.