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HomeMy WebLinkAbout09(A) - Approval of a Resolution for a Major Amendment to the Shepherds Path Planned Unit Development Plan for Scott County Specialized Emergency Family Housing on Lot 1, Block 1, Shepherds Path Addition ReportScott County Specialized Emergency Family Housing Project Narrative: This project would create and serve as the first emergency housing facility in Scott County, providing needed infrastructure to support families experiencing homelessness in the community. The site of approximately .42 acres will including 14 separate alcove, 2, and 3- bedroom units, shared community space, laundry, office, and meeting space for service providers and partner organizations. Utilizing the standard of up to 2 beds per room, this project will add capacity for up to 60 beds between 14 units. Families will have the opportunity to remain in their space overnight and during the day, providing stability and access to resources. Additionally, families will have access to service on the campus of Shepard of the Lake, like childcare. New shared daytime space will be provided on site in the main lobby and community room of the proposed project. This proposed site would sit in a currently vacant parking area adjacent to Passageways Shelter and Housing Program, operated by The Link, which provides specialized shelter beds for youth ages 12 to 17 and housing for youth ages 16 to 24 (including parenting youth with children) who are victims of sex trafficking. This project will allow a family experiencing homelessness in Scott County to be sheltered in a safe and supportive environment. The family will consistently have access to case management supports and be able to connect with other families going through a similar crisis. This shelter project will allow for the families in the site to have consistent and stable access to an individual unit that they can utilize for the duration of their participation in the program. These units will not be accessible by other families utilizing the site. CONTACTS NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: DEVELOPER/CLIENT 952.402.9022 JSIEGERT@SCOTTCDA.ORG 323 NAUMKEAG ST. S SHAKOPEE, MN 55379 SCOTT COUNTY CDA JULIE SIEGERT NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: ARCHITECT 612.455.3106 DHAALAND@URBAN-WORKS.COM 901 N 3RD ST. SUITE 145 MINNEAPOLIS, MN 55401 URBANWORKS ARCHITECTURE DAVID HAALAND NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: CIVIL ENGINEER 763.843.0446 KMATTE @ BKBM.COM WHARKNESS@BKBM.COM 6120 EARLE BROWN DRIVE, SUITE 700 MINNEAPOLIS, MN 55430 BKBM ENGINEERS KEITH MATTE WAYNE HARKNESS NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: LANDSCAPE ARCHITECT 612.332.7522 JSYMYNKYWICZ@DAMONFARBER.COM 401 2ND AVENUE NORTH MINNEAPOLIS, MN 55401 DAMON FARBER JESSE SYMYNKYWICZ NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: STRUCTURAL ENGINEER 463.843.0474 JTIMM@BKBM.COM 6120 EARLE BROWN DRIVE, SUITE 700 MINNEAPOLIS, MN 55430 BKBM ENGINEERS JOHN TIMM NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: MECHANICAL ENGINEER 952.930.0050 NOEHLKE@EPINC.COM 7705 BUSH LAKE ROAD EDINA, MN 55439 EMANUELSON-PODAS NOAH OEHLKE NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: ELECTRAICAL ENGINEER 952.930.0050 JARTZ@EPINC.COM 7705 BUSH LAKE ROAD EDINA, MN 55439 EMANUELSON-PODAS JUSTIN ARTZ NAME: CONTACT: ADDRESS: PHONE No.: EMAIL: INTERIOR DESIGNER 612.455.3181 SDOHERTY@URBAN-WORKS.COM 901 N 3RD ST. SUITE 145 MINNEAPOLIS, MN 55401 URBANWORKS ARCHITECTURE SARAH DOHERTY GENERAL NOTES 1.DO NOT SCALE DRAWINGS. 2.SUBCONTRACTORS SHALL VISIT THE JOB SITE AND SHALL REVIEW THE CONTRACT DOCUMENTS TO FAMILIARIZE THEMSELVES WITH THE REQUIREMENTS AND INTENT OF THE SCOPE OF THE WORK PRIOR COMMENCEMENT OF WORK. DISCREPANCIES SHALL BE REPORTED TO GENERAL CONTRACTOR FOR CLARIFICATION. N SITE PRIOR LAKE, MN Mc K e n n a R d N W Mc K e n n a R d N W Berens Rd NWBerens Rd NW Sh e p h e r d s P a t h N W Sh e p h e r d s P a t h N W Shepherd of The Lake Shepherd of The Lake Lutheran ChurchLutheran Church T h u n d e r b i r d C i r . T h u n d e r b i r d C i r . County Road 42 (140th St. NW)County Road 42 (140th St. NW) Lake Ridge Lake Ridge Luxury Luxury ApartmentsApartments The LinkThe Link SMSC PropertySMSC Property N NAME # # # AXXX # AXXX 4 1 AXXX 3 # AXXX - - - - SYMBOL INDEX SECTION NUMBER SECTION CUT CUT LINE ELEVATION CALLOUT SHEET NUMBER CUT LINE DETAIL NUMBER SHEET NUMBER SECTION DETAIL CALLOUT DETAIL NUMBER PRIMARY SHEET NUMBER DETAIL CALLOUT AREA DETAIL CALLOUT SECONDARY REVISION CLOUD (top of parapet, sill, etc.) DOOR TAG NORTH ARROW KEYNOTE TAG ROOM TAG INTERIOR TAGS WINDOW TAG # MATERIAL TAG WDW # KEY / xxx xxx JOINT LINE FLOOR TRANSITION TAG FLOOR MATERIAL x' - x" CR PA D CARD READER DOOR OPERATOR INTERIOR FIXTURE TAGXX1 XX1 INTERIOR FINISH MATERIAL TAG ELEVATION NUMBER SHEET NUMBER SPOT ELEVATION REVISION TAG REVISION CLOUD POLAR INDICATOR DOOR NUMBER WINDOW TYPE KEYNOTE NUMBER MATERIAL DESIGNATION ACCESS CONTROL SYMBOLS HEIGHT ABOVE AFF ROOM NUMBER ROOM NAME ROOM AREA# © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 2 : 5 9 : 0 5 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use DPSL - TITLE SHEET G001 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g VICINITY MAP NOT TO SCALE Scott County Specialized Emergency Family Housing August 26, 2024 LAND USE APPLICATION Description SURFACE - The Link SURFACE - Shelter TOTAL SITE PARKING ACCESSIBLE PARKING STALL 1 2 3 STANDARD PARKING STALL 27 33 60 Grand total 28 35 63 PARKING STALLS AREA SUMMARY AREA SCHEDULE - GROSS BUILDING LEVEL 1 - RESIDENTIAL 7,976 SF LEVEL 1 - AMENITY 3,280 SF LEVEL 2 - RESIDENTIAL 8,336 SF 19,592 SF UNIT TYPE NAME AREA LEVEL 1 LEVEL 2 TOTALS 2 BR UNIT D 836 SF 1 0 1 3 BR UNIT - TYPE A 1,128 SF 1 0 1 2 BR UNIT C 907 SF 1 0 1 2 BR UNIT B 907 SF 1 0 1 2 BR UNIT C 844 SF 1 0 1 ALCOVE 504 SF 0 1 1 2 BR UNIT B 907 SF 0 1 1 2 BR UNIT C 844 SF 0 1 1 2 BR UNIT D 836 SF 0 1 1 3 BR UNIT B 1,128 SF 0 1 1 2 BR UNIT D 994 SF 0 1 1 2 BR UNIT D 737 SF 1 0 1 2 BR UNIT B 907 SF 0 1 1 ALCOVE 504 SF 1 0 1 11,981 SF 7 7 14 SITE AREA AFTER SUBDIVISION:47,125sf (SEE SURVEY) FLOOR AREA RATIO: 19,592 / 47,125 =.42 LAND USE APPLICATION - SHEET LIST G001 -TITLE SHEET SURVEY -ALTA/NPS LAND TITLE SURVEY - Page 1 (SUNDE LAND SURVEYING - OWNER'S CONSULTANT) SURVEY -ALTA/NPS LAND TITLE SURVEY Page 2 (SUNDE LAND SURVEYING - OWNER'S CONSULTANT) C100 -SELECTIVE SITE DEMOLITION AND EROSION CONTROL PLAN C200 -GRADING, DRAINAGE, AND EROSION CONTROL PLAN C300 -UTILITY PLAN C400 -PAVING AND GEOMETRIC PLAN C500 -CIVIL DETAILS C501 -CIVIL DETAILS C502 -CIVIL DETAILS C600 -STORM WATER POLLUTION PREVENTION PLAN L100 -LANDSCAPE PLAN AL100 -OVERALL SITE PLAN AL101 -ARCHITECTURAL LANDSCAPE PLAN A101 -LEVEL 1 PLAN A102 -LEVEL 2 PLAN A301 -BUILDING ELEVATIONS A351 -BUILDING AXON & PERSPECTIVE VIEWS E001 -ELECTRICAL SITE PHOTOMETRIC E002 -ELECTRICAL SITE PHOTOMETRIC © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com SELECTIVE SITE DEMOLITION AND EROSION CONTROL PLAN C100 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com GRADING, DRAINAGE, AND EROSION CONTROL PLAN C200 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com UTILITY PLAN C300 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com PAVING AND GEOMETRIC PLAN C400 ” ’ © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com CIVIL DETAILS C500 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com CIVIL DETAILS C501 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com CIVIL DETAILS C502 1 2 1 2 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY 8/ 2 2 / 2 0 2 4 4 : 2 9 : 3 3 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use WH STD LAND USE APPLICATION 08.26.2024 © 2024 BKBM Engineers Bakke Kopp Ballou & McFarlin, Inc. All rights reserved. This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent. BKBM Project No. 24327.50 6120 Earle Brown Drive Suite 700 Minneapolis, MN 55430 Phone: 763.843.0420 bkbm.com STORM WATER POLLUTION PREVENTION PLAN C600 18 . 1 16 . 7 75.8 74.2 14 . 9 T R E E S EDGE OF TREES S H R U B S 9 0 5 90 0 91 0 910 910 9 0 5 910 910 910 910 910 905 91 0 9 0 9 90 8 90 7 9 0 6 90 3 90 4 9 0 2 90 1 9 0 9 90 8 911 909 908 909 907 90 6 909 91 3 9 1 4 9 1 3 91 2 91 1 909 9 0 8 9 0 7 909 90 9 90 8 9 0 7 906 9 0 6 907 90 8 9 0 7 90 8 90 6 907 908 909911912 909 909 909 909 911 908 909 906 907 907 908 909 909 UP A3012 A301 A301 A301 4 3 1 EXISTING FIRE HYDRANT AND WATER VALVE Mc K E N N A R O A D N W EXISTING LINK - PATHWAYS BUILDING 13780 McKENNA RD. NW 12,008 SF EXISTING - NO NEW WORK EXISTING - NO NEW WORK PROPERTY CORNER PROPERTY CORNER EX I S T I N G P R O P E R T Y C O R N E R EXISTING PROPERTY CORNER EXISTING PROPERTY CORNERS THUNDERBIRD CIRCLE N. BERENS RD. NW ADJACENT PROPERTY OWNER: SHAKOPEE MDWAKETON SIOIUX COMMUNITY PUBLIC ALERT SIREN POLE COMMUNICATION & UTILITY BOXES RE L O C A T E D F I R E HY D R A N T & W A T E R V A L V E NE W P R O P O S E D P R O P E R T Y L I N E R E P L A T SUBDIVIDED PROPERTY AREA: 41,014sf (0.94 ACRES) SUBDIVIDED PROPERTY AREA: 47,124sf (1.08 ACRES) PROPSED FAMILY HOUSING (14 UNITS; 19,986sf) Proposed Address: 13740 McKenna Rd NW EXISTING 6' WOOD FENCE ON ADJACENT PROPERTY - TO REMAIN 2600sf PLAYGROUND / PATIO SPACE ELECTRICAL TRANSFORMER; REFER TO ELECTRICAL OU T D O O R S T O R A G E & V E N T E D TR A S H E N C L O S U R E ACCESS AND DRIVEWAY EASEMENT; REFER TO SURVEY 34 PARKING STALLS 28 PARKING STALLS 28 ' - 0 " 18 ' - 0 " T Y P . 18'-0" 18 ' - 0 " 18 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" T DRAINAGE & UTILITY EASEMENT DR A I N A G E & U T I L I T Y E A S E M E N T DRAINAGE & UTILITY EASEMENT DR A I N A G E & U T I L I T Y E A S E M E N T 7' - 1 1 1 / 4 " 10'-0" 2' - 0 " 10'-0" AL T E R N A T E P R O P E R T Y L I N E R E P L A T ADJACENT PROPERTY OWNER: LAKE RIDGE LUXURY APARTMENTS PC LAKE RIDGE LLC 13854 McKENNA ROAD NW AD J A C E N T P R O P E R T Y O W N E R : SH E P H E R D O F T H E L A K E EV A N G E L I C A L L U T H E R A N C H U R C H 36 1 1 N O R T H B E R E N S R O A D N W PR I O R L A K E , M N 5 5 3 7 9 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 : 4 2 : 1 6 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use DPSL Checker SITE OVERALL PLAN AL100 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g 1" = 20'-0"AL100 AL100 - ARCHITECTURAL AREA PLANAL100 - ARCHITECTURAL AREA PLAN1 1 8 . 1 16 . 7 75.8 74.2 1 4 . 9 T R E E S EDGE OF TREES S H R U B S 9 0 5 90 0 91 0 910 910 9 0 5 910 910 910 910 910 910 905 91 0 9 0 9 90 8 90 7 9 0 6 90 3 90 4 9 0 2 90 1 9 0 9 90 8 911 909 908 909 907 90 6 909 91 3 9 1 4 9 1 3 91 2 909 9 0 8 9 0 7 909 90 9 90 8 9 0 7 906 9 0 6 907 90 8 9 0 7 90 8 90 6 907 908 909911912 909 909 909 909 911 908 909 906907 907 908 909 909 A3012 A301 A301 A301 4 3 1 EXISTING FIRE HYDRANT AND WATER VALVE Mc K E N N A R O A D N W EXISTING - NO NEW WORK EXISTING - NO NEW WORK PROPERTY CORNER PROPERTY CORNER EXISTING PROPERTY CORNER ADJACENT PROPERTY OWNER: SHAKOPEE MDWAKETON SIOUX COMMUNITY PUBLIC ALERT SIREN POLE COMMUNICATION & UTILITY BOXES RE L O C A T E D F I R E HY D R A N T & W A T E R V A L V E SUBDIVIDED PROPERTY AREA: 47,124sf (1.08 ACRES) PROPSED FAMILY HOUSING (14 UNITS) Proposed Address: 13740 McKenna Rd NW EXISTING 6' WOOD FENCE ON ADJACENT PROPERTY - TO REMAIN 2600sf +/-PLAYGROUND / PATIO SPACE ELECTRICAL TRANSFORMER; REFER TO ELECTRICAL OU T D O O R S T O R A G E & V E N T E D TR A S H E N C L O S U R E AC C E S S A N D DR I V E W A Y E A S E M E N T ; RE F E R T O S U R V E Y 34 PARKING STALLS ((2) ACCESSIBLE STALLS) RE F E R T O C I V I L 28 ' - 0 " T Y P . 18'-0" 18 ' - 0 " 18 ' - 0 " T Y P . 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"8'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" T SA L V A G E E X I S T I N G F I R E HY D R A N T & W A T E R V A L V E DRAINAGE & UTILITY EASEMENT DR A I N A G E & U T I L I T Y E A S E M E N T DR A I N A G E & U T I L I T Y EA S E M E N T 5' - 0 " EASEMENT 10'-0" 5' - 0 " EASEMEN T 10'-0" ADJACENT PROPERTY OWNER: LAKE RIDGE LUXURY APARTMENTS PC LAKE RIDGE LLC 13854 McKENNA ROAD NW EA S E M E N T 5' - 0 " EASEMENT 5'-0" EXISTING PROPERTY CORNER 8'-0" 6' - 0 " 5' - 0 " PR I M A R Y E N T R Y PR I M A R Y E N T R Y 5' - 0 " 10'-0" SECONDARY SECONDARY 'EMERGENCY' 'EMERGENCY' EXIT ONLYEXIT ONLY SECONDARY ACCESS-SECONDARY ACCESS- ELECTRONICALLY-ELECTRONICALLY- CONTROLLED ENTRYCONTROLLED ENTRY (6 ) B I K E RA C K SP O T S 5'-0" EAVE OVERHANG ABOVE NEW PROPOSED PROPERTY LINE AFTER LOT SPLIT EXISTING STORMWATER CATCHBASIN; REFER TO CIVIL EAVE OVERHANG ABOVE DR A I N A G E & U T I L I T Y E A S E M E N T SE T B A C K 14 ' - 1 0 7 / 8 " M I N . SETBACK 20'-3 1/4" MIN SE T B A C K 16 ' - 8 3 / 4 " M I N . SETBACK TO SHED 17'-0" MIN. 81'-5" MIN. SETBACK 16 ' - 1 1 1 / 2 " SE T B A C K 90 ' - 8 7 / 8 " M I N . 23 ' - 8 " © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 : 4 2 : 1 7 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use DPSL DPEH ARCHITECTURAL LANDSCAPE PLAN AL101 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g 1" = 10'-0"AL101 AL101 - ARCHITECTURAL LANDSCAPE PLANAL101 - ARCHITECTURAL LANDSCAPE PLAN1 UP GENERAL PLAN NOTES: 1.DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING 2.DIMENSIONS AT INTERIOR WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 3.DIMENSIONS AT UNIT DEMISING ARE TO CENTERLINE OF WALLS 6.EXTEND ALL SHAFTS TO UNDERSIDE OF ROOF SHEATHING OR TOP OF ROOF PENETRATIONS WHERE APPLICABLE 8.ALL RESIDENTIAL DEMISING WALLS AT METAL STUD LOCATIONS ARE TYPE K3, K6, K6A, K8, K8A, K3, K6, K6A, K8, K8A, AND K8B K8B 1HR FIRE RATING, WITH ACOUSTIC RATING 10.ALL RESIDENTIAL CORRIDOR WALLS AT METAL STUD LOCATIONS ARE TYPE B6B6 , 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 12.ALL UNITS ARE TYPE B ACCESSIBLE UNLESS OTHERWISE NOTED 13.MAINTAIN 8'-2" MIN. CLEAR HEIGHT AT PARKING AREAS INDICATED ON PLANS, ALL OTHER PARKING AREAS SHALL PROVIDE 7'-2" MIN. CLEAR HEIGHT 4.DIMENSIONS AT CMU ARE TO FACE OF CMU UNLESS OTHERWISE NOTED 7.NO PENETRATIONS OR OPENINGS ALLOWED IN SHAFT WALLS UNLESS THEY EXPRESSLY SERVE THE SHAFT 5.DIMENSIONS AT CAST-IN-PLACE CONCRETE WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 9.ALL RESIDENTIAL DEMISING WALLS AT WOOD STUD LOCATIONS ARE TYPE V3, V6, V6A, V8, V8A, V3, V6, V6A, V8, V8A, AND V8B V8B 1HR FIRE RATING, WITH ACOUSTIC RATING 11.ALL RESIDENTIAL CORRIDOR WALLS AT WOOD STUD LOCATIONS ARE TYPE W6W6 , 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 14.PROVIDE WALL BLOCKING AT KITCHEN WALLS AND ALL BATHROOM LOCATIONS INDICATED ON SHEET AR000 KEYNOTES: A301 A301 4 1 1 2 3 4 5 8 A B C D 6 X302 X301 6' - 3 " 58 ' - 0 " 3' - 1 " 42'-0" 29 ' - 7 " 5' - 6 " 29 ' - 7 " 43'-8 1/2"8'-4 1/2"44'-1"33'-0"9'-10"9'-4"33'-0" 181'-4" 181'-4" 7 64 ' - 8 " 1' - 4 " 3' - 0 " 1' - 6 " COMMUNITYCOMMUNITY ROOMROOM 106 PANTRYPANTRY 107 BUILDINGBUILDING STORAGESTORAGE 108 RESTROOMRESTROOM 109 PACKAGEPACKAGE 111 MECHMECH 110 ACTIVITYACTIVITY ROOMROOM 105 MEETINGMEETING ROOMROOM 104 PRIVATEPRIVATE OFFICEOFFICE 103 VESTIBULEVESTIBULE 100 LOBBYLOBBY 102 UTILITYUTILITY 101 2 BR UNIT D2 BR UNIT D 117 3 BR UNIT -3 BR UNIT - TYPE ATYPE A 119 2 BR UNIT D2 BR UNIT D 121 ELECELEC 126 CORRIDORCORRIDOR 115 STORAGESTORAGE 123 2 BR UNIT C2 BR UNIT C 124 DATADATA 125 ALCOVEALCOVE 122 2 BR UNIT C2 BR UNIT C 120 2 BR UNIT B2 BR UNIT B 118 HEATHEAT TREATMENTTREATMENT 112 STORAGESTORAGE (LINEN)(LINEN) 113 LAUNDRYLAUNDRY 114 ELEV. EQ RMELEV. EQ RM 116 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 2 : 3 6 : 3 6 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use Author Checker LEVEL 1 PLAN A101 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g 1/8" = 1'-0"A101 LEVEL 1 PLANLEVEL 1 PLAN1 UP GENERAL PLAN NOTES: 1.DIMENSIONS AT EXTERIOR WALLS ARE TO OUTSIDE FACE OF SHEATHING 2.DIMENSIONS AT INTERIOR WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 3.DIMENSIONS AT UNIT DEMISING ARE TO CENTERLINE OF WALLS 6.EXTEND ALL SHAFTS TO UNDERSIDE OF ROOF SHEATHING OR TOP OF ROOF PENETRATIONS WHERE APPLICABLE 8.ALL RESIDENTIAL DEMISING WALLS AT METAL STUD LOCATIONS ARE TYPE K3, K6, K6A, K8, K8A, K3, K6, K6A, K8, K8A, AND K8B K8B 1HR FIRE RATING, WITH ACOUSTIC RATING 10.ALL RESIDENTIAL CORRIDOR WALLS AT METAL STUD LOCATIONS ARE TYPE B6B6 , 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 12.ALL UNITS ARE TYPE B ACCESSIBLE UNLESS OTHERWISE NOTED 13.MAINTAIN 8'-2" MIN. CLEAR HEIGHT AT PARKING AREAS INDICATED ON PLANS, ALL OTHER PARKING AREAS SHALL PROVIDE 7'-2" MIN. CLEAR HEIGHT 4.DIMENSIONS AT CMU ARE TO FACE OF CMU UNLESS OTHERWISE NOTED 7.NO PENETRATIONS OR OPENINGS ALLOWED IN SHAFT WALLS UNLESS THEY EXPRESSLY SERVE THE SHAFT 5.DIMENSIONS AT CAST-IN-PLACE CONCRETE WALLS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED 9.ALL RESIDENTIAL DEMISING WALLS AT WOOD STUD LOCATIONS ARE TYPE V3, V6, V6A, V8, V8A, V3, V6, V6A, V8, V8A, AND V8B V8B 1HR FIRE RATING, WITH ACOUSTIC RATING 11.ALL RESIDENTIAL CORRIDOR WALLS AT WOOD STUD LOCATIONS ARE TYPE W6W6 , 1 HR FIRE RATING, WITH ACOUSTIC RATING - UNLESS OTHERWISE NOTED 14.PROVIDE WALL BLOCKING AT KITCHEN WALLS AND ALL BATHROOM LOCATIONS INDICATED ON SHEET AR000 KEYNOTES: A3012 A301 A301 4 1 1 2 3 4 5 8 A B C D 6 7 43'-8 1/2"8'-4 1/2"44'-1"33'-0"9'-10"9'-4"33'-0" 52'-1"129'-3" 181'-4" 29 ' - 7 " 5' - 6 " 29 ' - 7 " 64 ' - 8 " 1' - 4 " 64 ' - 8 " 1' - 4 " LAUNDRYLAUNDRY 210 STORAGESTORAGE 211 LOUNGELOUNGE 200 CORRIDORCORRIDOR 250 2 BR UNIT B2 BR UNIT B 218 2 BR UNIT D2 BR UNIT D 217 3 BR UNIT B3 BR UNIT B 219 2 BR UNIT B2 BR UNIT B 220 ALCOVEALCOVE 222 2 BR UNIT D2 BR UNIT D 221 2 BR UNIT C2 BR UNIT C 224 DATADATA 225 STORAGESTORAGE 226 STORAGESTORAGE 223 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 2 : 3 6 : 3 7 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use Author Checker LEVEL 2 PLAN A102 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g 1/8" = 1'-0"A102 LEVEL 2 PLANLEVEL 2 PLAN1 REFER TO G003 FOR ADDITIONAL EXTERIOR ASSEMBLY INFORMATION AND TO SPECIFICATIONS FOR DETAILED MATERIAL PERFORMANCE REQUIREMENTS 2.REFER TO SPECIFICAITON FOR DETAILED EXTERIOR MATERIAL INFORMATION GENERAL EXTERIOR NOTES: 1. KEYNOTES: LEVEL 1 910'-0" LEVEL 1 910'-0" LEVEL 2 920'-11 7/8" T.O. FOOTING 907'-0" ROOF 930'-1" 1 2 3 4 5 86 E02E02 E04E04E21E21E03E03 E01E01E02E02E03E03E13E13E17E17E21E21 E05E05 E05E05 E10E10 E10E10 E11E11 7 MATERIAL BREAKDOWN - SOUTH ELEVATION: FIBER CEMENT LAP SIDING; WHITE: 23% FIBER CEMENT SIDING, BOARD & BATTEN; GRAY: 22% FIBER CEMENT SIDING; WOOD LOOK: 12% BRICK MASONRY: 20% WINDOW GLAZING: 23% E04E04 E02E02 E02E02E03E03 21 ' - 4 3 / 8 " LEVEL 1 910'-0" LEVEL 2 920'-11 7/8" T.O. FOOTING 907'-0" ROOF 930'-1" ABCD MATERIAL BREAKDOWN - EAST ELEVATION: FIBER CEMENT LAP SIDING; WHITE: 1% FIBER CEMENT SIDING, BOARD & BATTEN; GRAY: 27% BRICK MASONRY: 55% WINDOW GLAZING: 17% E05E05 E01E01 E03E03 E02E02E01E01 E10E10 E05E05 E05E05 E21E21 LEVEL 1 910'-0" LEVEL 2 920'-11 7/8" T.O. FOOTING 907'-0" ROOF 930'-1" A B C D MATERIAL BREAKDOWN - WEST ELEVATION: FIBER CEMENT LAP SIDING; WHITE: 15% FIBER CEMENT SIDING, BOARD & BATTEN; GRAY: 32% FIBER CEMENT SIDING; WOOD LOOK: 5% BRICK MASONRY: 23% WINDOW GLAZING: 25% E05E05E05E05 E05E05 E03E03E01E01 E01E01 E03E03 E04E04 E03E03 E01E01 E02E02 E05E05 E10E10 E01E01 E02E02E21E21 E21E21 E11E11 34 ' - 5 3 / 4 " LEVEL 1 910'-0" LEVEL 1 910'-0" LEVEL 2 920'-11 7/8" T.O. FOOTING 907'-0" T.O. FOOTING 907'-0" ROOF 930'-1" 12345867 MATERIAL BREAKDOWN - NORTH ELEVATION: FIBER CEMENT LAP SIDING; WHITE: 26% FIBER CEMENT SIDING, BOARD & BATTEN; GRAY: 21% FIBER CEMENT SIDING; WOOD LOOK: 8% BRICK MASONRY: 27% WINDOW GLAZING: 18% E05E05 E05E05 E05E05 E02E02 E01E01 E03E03 E02E02 E04E04E13E13 E21E21 E03E03 E01E01E02E02E04E04 E03E03 E01E01E21E21E21E21 HORIZONTAL LAP FIBER CEMENT BOARD SIDNG, 6" - COLOR 01 VERTICAL FIBER CEMENT BOARD SIDNG, 3" - COLOR 02 HORIZONTAL LAP FIBER CEMENT BOARD SIDNG, 4" - WOOD LOOK MASONRY BRICK - COLOR 03 ASPHALT SHINGLES - COLOR 04 EXTERIOR MATERIAL LEGEND © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 2 : 3 6 : 4 4 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use Author Checker BUILDING ELEVATIONS A301 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g E01 FULL-BED CLAY VENEER BRICK MASONRY; NORMAN 1/3 RUNNING BOND E02 FIBER CEMENT PANEL SIDING w/ BATTEN BOARDS @ 3" O.C.; FIELD PAINTED COLOR 1 (GRAY) E03 FIBER CEMENT LAP SIDING, 6" EXPOSURE - FIELD PAINTED COLOR 2 (WHITE) E04 WOOD-LOOK PREFINISHED GLAZED LAP SIDING - 4" EXPOSURE E05 ARCHITECTURAL ASPHALT SHINGLES E10 ARCHITECTURAL CEDAR CANOPY POST SUPPORT; E11 DERO IN-GROUND HITCH BIKE RACK, FACTORY-COATED; REFER TO MANUFACTURER FOR INFORMATION E13 MAGIC PAK LOUVER - ARCHITECT TO SELECT COLOR E17 ALUMINUM STOREFRONT SYSTEM - POWDER COATED BLACK - FRONT SET E21 COMPOSITE WINDOW SYSTEM 1/8" = 1'-0"A301 SOUTH ELEVATIONSOUTH ELEVATION1 1/8" = 1'-0"A301 EAST ELEVATIONEAST ELEVATION2 1/8" = 1'-0"A301 WEST ELEVATIONWEST ELEVATION3 1/8" = 1'-0"A301 NORTH ELEVATIONNORTH ELEVATION4 © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 4 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION LAND USE APPLICATION 8.26.2024 8/ 2 6 / 2 0 2 4 1 2 : 3 6 : 5 0 P M C: \ ! R e v i t P r o j e c t F i l l e s \ 2 3 - 0 0 1 2 A 2 4 C e n t r a l _ d e v l u n d y . r v t 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 8/26/2024 23-0012 Land Use Author Checker BUILDING AXON & PERSPECTIVE VIEWS A351 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y Fa m i l y H o u s i n g A351 AXON - SOUTHWESTAXON - SOUTHWEST1 A351 AXON - SOUTHEASTAXON - SOUTHEAST2 A351 AXON - NORTHWESTAXON - NORTHWEST3 A351 AXON - NORTHEASTAXON - NORTHEAST4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min EAST PROP LINE Illuminance Fc 0.23 0.7 0.0 N.A. N.A. NORTH PROP LINE Illuminance Fc 0.09 0.5 0.0 N.A. N.A. SITE Illuminance Fc 1.80 6.8 0.0 N.A. N.A. SOUTH PROP LINE Illuminance Fc 0.66 1.0 0.0 N.A. N.A. 0.0 0.1 0.3 0.6 1.1 1.8 2.5 2.9 3.0 2.9 2.7 2.3 2.4 2.6 2.7 2.7 2.5 2.3 1.7 1.3 1.0 0.9 0.9 1.0 1.2 1.1 0.1 0.1 0.2 0.4 0.7 1.2 1.8 2.0 2.0 1.9 2.1 2.6 2.6 2.5 2.1 1.6 1.5 1.6 1.9 1.8 1.4 1.2 1.0 1.2 1.5 1.6 1.9 0.1 0.1 0.2 0.4 0.7 1.0 2.0 2.5 2.4 2.4 2.3 2.5 2.2 2.2 2.0 1.7 1.7 1.6 1.8 1.3 1.1 1.1 1.2 1.4 1.4 2.3 0.1 0.1 0.3 0.6 0.8 1.6 2.6 2.6 2.4 2.4 2.2 2.1 2.0 1.9 1.6 1.5 1.5 1.4 1.4 1.4 1.2 1.1 1.1 1.4 1.5 1.2 2.5 0.3 0.5 1.1 2.8 3.5 2.6 2.4 2.4 2.2 1.8 1.6 1.6 1.5 1.3 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.1 1.4 1.5 1.3 2.5 0.3 0.3 0.6 3.2 4.6 3.1 2.7 2.5 2.2 1.8 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.1 1.1 1.1 1.3 1.5 1.5 2.3 0.2 0.4 1.6 3.4 3.1 3.0 2.8 2.2 1.6 1.2 1.1 1.1 1.2 1.2 1.1 1.0 1.1 1.1 1.1 1.3 1.4 1.3 1.4 1.6 1.8 1.9 2.2 0.4 0.3 1.2 2.0 2.3 2.8 2.7 2.3 1.6 1.9 2.3 2.7 1.8 1.4 1.3 4.5 3.3 1.3 3.3 0.9 1.4 2.9 1.9 1.5 2.9 2.4 1.6 2.5 2.8 1.5 1.7 3.0 1.3 4.3 1.2 3.4 3.0 1.6 1.6 6.2 1.4 2.7 4.9 5.6 5.3 4.3 3.4 6.1 6.8 1.5 2.3 3.9 5.7 1.8 2.5 3.6 3.8 3.0 5.9 3.8 0.6 1.5 1.8 4.8 4.8 2.5 2.2 2.4 0.1 0.3 0.3 0.4 1.4 1.4 0.9 0.7 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P1 P1P1 P2 P3 P3 W1 W1 W1 W1 W1 8'-0" 15'-0" 15'-0" 25'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 12'-0" 12'-0" 12'-0"12'-0" 10'-0" 10'-0" 10'-0" 25'-0" 25'-0"25'-0" W2 W2 W2 W2 W2 W2 W2 W2 GRADE 24" IN PAVEMENT AREA 24" 25' SEE STRUCTURAL PLANS FOR MORE DETAIL. BASE PROVIDED BY CONCRETE CONTRACTOR, COORDINATED BY ELECTRICAL CONTRACTOR. BOND TO GROUND LUG BOND TO REBAR #4 B.C. TYPICAL LUMINAIRE HAND HOLE ELECTRICAL CONDUIT REFER TO STRUCTURAL DETAILS FOR BASE DIMENSIONS AND REBAR SIZE/SPACING LUMINAIRE (IF APPLICABLE) 23'-0" LIGHT POLE GRADE 4" IN GRASS/LANDSCAPE AREA 4" 15' LUMINAIRE HAND HOLE ELECTRICAL CONDUIT SEE STRUCTURAL PLANS FOR MORE DETAIL. BASE PROVIDED BY CONCRETE CONTRACTOR, COORDINATED BY ELECTRICAL CONTRACTOR. REFER TO STRUCTURAL DETAILS FOR BASE DIMENSIONS AND REBAR SIZE/SPACING LUMINAIRE (IF APPLICABLE) 13'-0" LIGHT POLE BOND TO GROUND LUG BOND TO REBAR #4 B.C. TYPICAL A. LIGHTING LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.9 WAS USED TO ACCOUNT FOR DIRT AND LUMEN DEPRECIATION. B. WALL SCONCE AND DOWNLIGHT MOUNTING HEIGHTS SHOWN ARE TO BOTTOM OF FIXTURE. C. LIGHT POLE PLACEMENT TO BE 3'-0" BEHIND CURB OR SIDEWALK, UNLESS OTHERWISE NOTED. GENERAL NOTES: © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 1 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 5047.0000 SD Author Checker ELECTRICAL SITE PHOTOMETRIC E001 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y F a m i l y Ho u s i n g SCALE:1" = 20'-0" ELECTRICAL SITE PHOTOMETRIC1 1.COORDINATE POLE HEIGHT AND CONCRETE BASE. REFER TO POLE BASE DETAILS. FIXTURE NOTES: E.SAMPLES OF ALL FIXTURES SHALL BE AVAILABLE AT THE ENGINEERS REQUEST DURING SHOP DRAWING REVIEW. D.SEE SPECIFICATIONS FOR EXTRA MATERIALS REQUIRED FOR LIGHT FIXTURES. C.ALL FINISHES SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ORDERING FIXTURES. FINISH SELECTION TO BE FROM MANUFACTURER'S STANDARD FINISHES UNLESS NOTED OTHERWISE. FINISHES SHALL BE VERIFIED AT THE TIME OF SHOP DRAWING SUBMITTAL. B.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURE LOCATIONS, MOUNTING, AND REQUIREMENTS WITH ARCHITECTURAL PLANS, SECTIONS, ELEVATIONS, AND REFLECTED CEILING PLANS PRIOR TO ORDERING FIXTURES. A.CATALOG NUMBER INDICATES BASIC FIXTURE TYPE REQUIRED FOR THIS PROJECT AND MAY NOT BE COMPLETE. VERIFY WITH MANUFACTURER TO INCLUDE ALL OPTIONS AND ACCESSORIES REQUIRED FOR THIS INSTALLATION. GENERAL NOTES: LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION VOLT LAMPS VA / FIXT.MANUFACTURER CATALOG NUMBER NOTES TYPETYPE QTY / FIXT. P1 SINGLE HEAD POLE MOUNTED AREA FIXTURE. ALUMINUM CONSTRUCTION. POWDER COATED FINISH TO BE SELECTED BY ARCHITECT. INJECTION MOLDED ACCULED OPTICS. TYPE IV FORWARD THROW DISTRIBUTION W/ HOUSE SIDE SHEILD. 0-10V DIMMING. UNIV LED, 14000 LM, 3000K, 70 CRI N/A 129 COOPER LIGHITNG GLEON-SA2D-730-U-T4FT-HSS 1 P1 P2 SINGLE HEAD POLE MOUNTED AREA FIXTURE. ALUMINUM CONSTRUCTION. POWDER COATED FINISH TO BE SELECTED BY ARCHITECT. INJECTION MOLDED ACCULED OPTICS. TYPE II DISTRIBUTION W/ SPILL CONTROL. 0-10V DIMMING. UNIV LED, 14000 LM, 3000K, 70 CRI N/A 436 COOPER LIGHITNG GLEON-SA2D-730-U-SL2 1 P2 P3 SINGLE HEAD POLE MOUNTED AREA FIXTURE. ALUMINUM CONSTRUCTION. POWDER COATED FINISH TO BE SELECTED BY ARCHITECT. INJECTION MOLDED ACCULED OPTICS. TYPE IV FORWARD THROW DISTRIBUTION. 0-10V DIMMING. UNIV LED, 8000 LM, 3000K, 70 CRI N/A 67 COOPER LIGHITNG GLEON-SA1D-730-U-T4FT 1 P3 W1 WEDGE STYLE EXTERIOR WALL SCONCE. DIE-CAST ALUMINUM HOUSING. POWDER COAT FINISH TO BE SELECTED BY ARCHITECT. VISUAL COMFORT FORWARD THROW DISTRIBUTION. IP65 RATED. 0-10V DIMMING. UNIV LED, 1500 LM, 3000K, 70 CRI N/A 12 LITHONIA WSTLED-P1-30K-VF-MVOLT W1 W2 WEDGE STYLE EXTERIOR WALL SCONCE. DIE-CAST ALUMINUM HOUSING. POWDER COAT FINISH TO BE SELECTED BY ARCHITECT. VISUAL COMFORT WIDE DISTRIBUTION. IP65 RATED. 0-10V DIMMING. UNIV LED, 1500 LM, 3000K, 70 CRI N/A 12 LITHONIA WSTLED-P1-30K-VW-MVOLT W2 NO SCALE POLE BASE DETAIL B12 NO SCALE POLE BASE DETAIL B23 © URBUR©RA © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 1 90 1 N O R T H T H I R D S T R E E T , S U I T E 1 4 5 , M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION 13 7 6 0 M c K e n n a R o a d N W P r i o r L a k e , M N 5047.0000 SD Author Checker ELECTRICAL SITE PHOTOMETRIC E002 Sc o t t C o u n t y S p e c i a l i z e d E m e r g e n c y F a m i l y Ho u s i n g NO SCALE FIXTURE TYPE P1 AND P21 NO SCALE FIXTURE TYPE P32 NO SCALE FIXTURE TYPE W1 AND W23 © URBUR©RA [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Community Development Department – Prior Lake From: Luke Schwarz, Assistant City Engineer Kris Keller, Project Engineer Date: September 12, 2024 Re: Scott County Transitional Housing PUD We have reviewed the final plat documents submitted for the Scott County Transitional Housing PUD at 13780 MCKENNA RD NW Shakopee, MN 55379 as prepared by BKBM – Structural and Civil Engineers. The following documents were received: • 240826 Scott County – Specialized Emergency Family Housing – Land Use Application Drawings.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 if it exceeds 1 acre of disturbance. 3. Additional comments may be generated by PLSLWD’s review of the revised plans 4. Additional redline comments are provided in the accompanying plan set. Provide a response to all comments in this memo and the redlined plan set. Grading, Drainage, and Erosion Control Plan 1. Show EOF for all low points in the parking areas and green spaces. 2. Lower the rim elevation of inlet north of building so there is not standing water. 3. Drainage in NE corner of lot is directed towards building. Find solution to direct water away from building. 4. Identify all locations of tip out curb on the plan set. Utility Plans 1. Storm structures on north side of site do not have labels. Label these. 2. Maintenance agreements and/or easements required between the two parcels for utilities. 3. Label water line that is unidentified currently. 4. Each building will have to have a service connection and shut off within public right of way. See plan set. 5. Run sanitary service from proposed building to manhole on ROW line near southeast corner of parking lot. Eliminate street cut. 6. Hydrant location will need to be reviewed by fire official. Paving and Geometric Plan 1. Provide access agreement for garbage enclosure access with neighboring property. 2. Consider removing parking stalls for adjacent property to create a loop in parking lot for garbage and emergency vehicles. 3. Adjacent property will need access agreement through parking lot. 4. Provide turning movements for garbage trucks and oversized vehicles. SWPPP 1. Provide a note stating that sediment control BMPs shall be installed by the contractor and inspected by the City prior to any land disturbing activities. 2. Add inlet protection on all proposed catch basins. 3. Review comments of SWPPP from Stormwater team are ongoing, additional comments may be generated. PLSLWD 1. Additional comments may be generated by PLSLWD’s review of the plans