HomeMy WebLinkAboutItem 06 - Dick's Sanatation Service 1
City of Lakeville
Planning Department
Memorandum
To : Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: December 29, 2021
Subject: Packet Material for the January 6, 2021 Planning Commission Meeting
Agenda Item: Dick’s Sanitation Service Interim Use Permit
Action Deadline: February 5, 2022
INTRODUCTION
Dick’s Sanitation Service representatives submitted an application and plans for an interim
use permit for consideration of an accessory outdoor storage yard on approximately 5.5 acres
of property owned by the Metropolitan Airports Commission (MAC) and adjacent to the
Dick’s Sanitation Service property at 8984 – 215th Street. A private service drive was
constructed by Dakota County in 2020 to provide secondary access for Dick’s Sanitation
Service, Recycle Minnesota, and Boise Building Solutions due to the recent construction of a
three-quarter restricted access at Holyoke Avenue in conjunction with the CSAH 70
improvement project. The private access road allows both businesses to access 217th Street
and Dodd Boulevard (CSAH 9) and the signalized intersection at Dodd Boulevard and 215th
Street (CSAH 70). The Dick’s Sanitation Service accessory outdoor storage yard would be
located west of the private access road adjacent to the Dick’s Sanitation Service property.
The Zoning Ordinance and Zoning Map were amended at the September 16, 2021 City
Council meeting concurrent with the recently approved Boise Building Solutions secondary
outdoor storage use. The MAC property is now zoned I-3, Airport Industrial District and
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allows accessory outdoor storage on an adjacent separate parcel as an interim use. MAC has
tentatively agreed to lease land at the west end of the airport runway for outdoor storage and
possibly rail car storage purposes.
EXHIBITS
A. Location and Zoning Map
B. Aerial Photo Map
C. Existing Conditions Survey
D. Site Plan
E. Site Grading Plan
F. Storm Sewer Plan
G. Erosion Control Plan
STAFF ANALYSIS
Zoning. The subject property is zoned I-3, Airport Industrial District. The I-3 District allows the
Airlake Airport and related airport operations under a separate zoning district unique to that use.
The I-3 District also allow Dick Sanitation’s proposed outdoor storage yard on MAC property
with the approval of an interim use permit and compliance with nine stipulations. The nine
stipulations are:
1. Outdoor storage as a secondary use shall be limited to operations accessory to a
principal use of property abutting an airport.
2. The outdoor storage area occupies space other than a required front yard
setback or side yard setback area on a corner lot.
3. The outdoor storage area shall be fenced, screened and/or landscaped from
view of public rights-of-way and abutting residential districts according to a
plan in compliance with section 11-21-9 of this title and subject to the approval
of the zoning administrator.
4. The outdoor storage area is surfaced with asphalt, concrete or pavers with
perimeter concrete curb, unless the city engineer exempts all or portions of the
curb for stormwater management purposes.
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5. All lighting shall be hooded and so directed that the light source shall not be
visible from the public right of way or from neighboring residences and shall
be in compliance with section 11-16-17 of this title.
6. The outdoor storage area shall not encroach upon required parking spaces or
required loading space as required by this title.
7. The property stored shall not include any waste, except as provided in
section 11-16-29 of this title.
8. The outdoor storage area shall not encroach into the required rear yard or side
yard setback area if abutting a residential district.
9. The interim use permit shall terminate upon a change of occupancy or other
date as determined by the City Council in accordance with section 11-5-7 of
this title.
The Dick’s Sanitation Service outdoor storage plans submitted with their interim use permit
application comply with these nine stipulations.
Site Plan. The proposed Dick’s Sanitation Service site on the MAC property is approximately 5.5
acres in area and would include bituminous surfacing of the proposed parking and accessory
outside storage area. The area will be used for possible future garbage truck and recyclables truck
parking on the south half of the site or for possible outside storage of related storage containers
provided by Dick’s Sanitation Service. A chain link security fence is proposed around the
perimeter of the property parallel to the private road. A zoning permit is required prior to
installation of the fence. Screening of the accessory outdoor storage area is not required since the
property does not about a public street or residential zoning district. No buildings are proposed
on the MAC property that includes the Dick’s Sanitation Service accessory outdoor storage and
parking lease area.
Engineering Division Review. The Engineering Division has reviewed the grading, drainage, and
erosion control plan for the accessory outdoor parking and storage yard. The Engineering
Division comments include requirements for revised stormwater design plans and information
that must be submitted for staff review and approval prior to City Council consideration of the
interim use permit.
MAC/FAA Authorization. MAC has agreed to allow secondary outdoor storage as outlined on
the proposed Dick’s Sanitation Service plans. The Federal Aviation Administration (FAA) has
authorized the proposed outdoor storage areas following a study and letter of Determination Of
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No Hazard To Air Navigation. The FAA determination expires January 13, 2023 unless the
construction is started and has received additional FAA approval, or an extension is approved by
the FAA.
RECOMMENDATION
Planning Department staff recommends approval of the interim use permit for Dick’s Sanitation
Service for secondary outdoor storage on MAC property in the I-3 District, subject to the following
stipulations:
1. Final revised stormwater design plans and information that must be submitted and
approved by city staff prior to City Council consideration of the interim use permit.
2. Outdoor storage shall be a secondary use limited to operations accessory to Dick’s
Sanitation Service operations and any subsidiary use of the principal properties
including successors and assigns consistent with the approved interim use permit.
3. All outdoor storage, parking, and drive areas shall be surfaced with asphalt, concrete, or
pavers with perimeter curb and gutter for stormwater management purposes, unless
exempted by the city engineer as allowed by the Zoning Ordinance.
4. All exterior lighting shall be hooded and downcast in compliance with Section 11-16-17
of the Zoning Ordinance.
5. A zoning permit shall be issued prior to installation of any fence.
6. Accessory outdoor storage shall not include any waste material.
7. The interim use permit shall terminate upon the earlier of the following: i) termination
of the lease with MAC; ii) a change of building occupancy for Dick’s Sanitation Service
or Recycle Minnesota properties located at 8984 – 215th Street and 8812 – 215th Street as
determined by the City’s Building Code; or iii) the abandonment of the outdoor storage
or parking area for more than one year.
8. Construction shall comply with all Federal Aviation Administration and Metropolitan
Airports Commission requirements.
Findings of Fact are attached for your consideration.
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O-RC-3C-CBD
P/OS
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RM-1HONEYCOMB PATHIDAHO AVEPRIVATE RD
HYACINTHAVEHOLYOKE AVE215TH ST W
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217TH ST W
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HYTRA IL CIRHUMBOLDT CT
DODD BLVDHYA LITEDRHY
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METROPOLITAN AIRPORTS COMMISSION PROPERTY
ZONING MAP
¹HIGHVIEW AVEExhibit A
DICK'S SANITATION INTERIM USE PERMIT
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be
substituted for a title search,appraisal, survey, or for zoning verification.
Map Scale
1 inch = 600 feet
12/16/2021
Exhibit B
HUMBOLDT ROAD
SB-14LINE TO BLDG ROOF DRAIN AT 1.0% SLOPEPARCEL ADICK'S SANITATIONAREA = 5.50 ACRESCENTERLINE OF ACCESSROADLOT 1BLOCK 1EXISTING 28 FOOTWIDE PAVEMENTSB-1SB-4SB-7EDGE OF BITUMINOUS92.5
30' DRIVE LANEAREA CB-3TC=974.5INV=969.4AREA CB-1TC=974.5INV=970.4976.0976.0976.3976.0976.0975.2976.8975.2FE=969.0976.7976.4976.450 L.F. OF 18" CMP CULVERTPIPE @ 0.4% SLOPEINV S=973.1INV N=972.9CULVERT NOT SURVEYED.NOTED AS 18" DIAMETERFROM FIELDOBSERVATION9
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977977 978978978978978 978979 979DWN BY:ISSUE DATE:PROJECT NO.:U:\227704370\DICKS SANITATION LAKEVILLE\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISTING CONDITIONS.dwg 12/2/2021 PENSHORN, JOHN
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/2/2021 4:40:39 PM
CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N
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N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMDICK'S SANITATION PARKING
LOT EXPANSION
LAKEVILLE, DAKOTA COUNTY MINNESOTA227704370YMK JTP JRA12/02/20212109/24/2021 CITY SUBMITTAL
212/02/2021 CITY RESUBMITTAL WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 40 ft.4080401. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTESXXLOT LINEEASEMENT LINESETBACK LINEEXISTING RAILROAD TRACKEXISTING FENCE LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGGEXISTING UNDERGROUND GAS LINEEXISTING EDGE OF PAVEMENTEXISTING EDGE OF GRAVELEXISTING GRAVEL SURFACEEXISTING ASPHALT SURFACEEXISTING BUILDINGEXISTING MINOR CONTOUREXISTING MAJOR CONTOURRIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING SANITARY MANHOLEEXISTING CLEANOUTLEGENDC-004EXISTING CONDITIONSEXISTING HYDRANTDYHExhibit C
SB-1SB-4SB-7EDGE OF BITUMINOUS92.5
30' DRIVE LANECULVERT NOT SURVEYED.NOTED AS 18" DIAMETERFROM FIELDOBSERVATIONXXXXXXXXX
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DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/2/2021 4:42:18 PM
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N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMDICK'S SANITATION PARKING
LOT EXPANSION
LAKEVILLE, DAKOTA COUNTY MINNESOTA227704370YMK JTP JRA12/02/20212109/24/2021 CITY SUBMITTAL
212/02/2021 CITY RESUBMITTAL WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 40 ft.4080401. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED . FURLING ISLAND DIMENSIONS SHOWN REPRESENT TOPOF ISLAND WIDTH.3. ITEMS SHOWN FOR REFERENCE ONLY. EXACT LOCATION,DETAIL, AND DESIGN BY OTHERS. COORDINATE WITH PROJECTPARTNERS TO OBTAIN RELATED CONSTRUCTION DOCUMENTS/DRAWINGS4. PHASE 2 (FUTURE CONSTRUCTION) CONDITIONS SHOWN. SEESHEET C-201 FOR TEMPORARY SEEDING IN PHASE 2 AREASNOTESLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNTBITUMINOUS PAVEMENTCONCRETE PAVEMENTXXCHAIN LINK FENCE#KEYNOTES#1. STANTEC DESIGN ITEMS1.1. MATCH EXISTING1.2. STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 6/C-8011.3. CONCRETE PAVEMENT - SEE DETAIL 5/C-8011.4. FUTURE PAVEMENT - PHASE 21.5. B612 CURB AND GUTTER TIP IN (TYP.) - SEE DETAIL 1/C-8011.6. B612 CURB AND GUTTER TIP OUT (TYP.) - SEE DETAIL 2/C-8011.7. TEMPORARY B612 CURB AND GUTTER TIP OUT (TYP.) - SEEDETAIL 2/C-8011.8. FUTURE B612 CURB AND GUTTER - SEE DETAIL 1/C-8011.9. PROPERTY BOUNDARY1.10. PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION1.11. CHAIN LINK FENCE - SEE DETAIL 4/C-8011.12. RIPRAP - SEE SHEET C-2012. DESIGNED BY OTHERS - SEE NOTE 3 THIS SHEET2.1. GNC FUELING STATIONC-101SITE PLANTIP-OUT CURB AND GUTTERGRAVEL SURFACING/RIPRAPExhibit D
SB-1SB-4SB-7EDGE OF BITUMINOUS92.5
30' DRIVE LANECULVERT NOT SURVEYED.NOTED AS 18" DIAMETERFROM FIELDOBSERVATIONXXXXXXXXX
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3975976FL:78.98FL:77.44FL:77.29FL:77.40FL:78.40FL:78.31FL:77.54FL:77.33FL:77.63FL:77.84FL:77.64FL:78.98FL:76.94FL:76.65EP:77.84FL:77.62FL:76.63FL:76.63FL:77.74FL:77.74FL:76.29FL:76.292.6%2
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5%FL:79.45FG:79.606.4%3.7%2.4%2.4%2.2%FG:77.99FG:78.08FG:78.29FL:77.46FG:78.50FG:78.06FG:77.98FG:78.20FG:78.99FG:78.99FL:78.37FG:78.05FG:79.60FG:78.99FL:78.37TOP:76.00TOP:76.00TOP:76.00TOP:76.001.3%1.3%1.3%1.3%1.3%FG:73.90FG:73.90TOP:76.00TOP:76.00TOP:76.00TOP:76.00FL:76.28FL:76.50FL:76.161.6%4.5%EOF:77.741.7%1.7%1.3%EOF:78.02EOF:76.62ELEVATIONS SHOWN REPRESENT FINISHEDGRADE OF FULL BUILD-OUT CONDITION.CONTRACTOR SHALL HOLD DOWN PHASE 2AREA BY 1.0', THEN INSTALL 0.5' OF TOPSOILFOR TEMPORARY CONDITION AND SEED. SEESHEET C-201 FOR SEED MIX. SEE SHEET C-501FOR STORM SEWER IMPACTS.EOF:77.74EOF:76.63EOF:76.63EOF:75.95EOF:77.99EP:77.64FG:78.80FG:78.71FG:78.67FG:77.32DWN BY:ISSUE DATE:PROJECT NO.:U:\227704370\DICKS SANITATION LAKEVILLE\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 12/2/2021 PENSHORN, JOHN
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/2/2021 4:44:30 PM
CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N
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LOT EXPANSION
LAKEVILLE, DAKOTA COUNTY MINNESOTA227704370YMK JTP JRA12/02/20212109/24/2021 CITY SUBMITTAL
212/02/2021 CITY RESUBMITTAL WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 40 ft.4080401. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WITTING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESC-301GRADING PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSCONSTRUCTION LIMITSFLOW LINE ELEVATIONFINISHED GRADE ELEVATIONMATCH EXISTING ELEVATIONSIDEWALK ELEVATIONEMERGENCY OVERFLOW ELEVATIONSURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURTOP OF BERM ELEVATIONSTRUCTURE RIM SPOT ELEVATIONSURFACE SLOPE (H:V) & FLOW DIRECTIONRIM=9XX.XXFL=9XX.XXFG=9XX.XXME=9XX.XXSW=9XX.XXEOF=9XX.XXTOP=9XX.XX3.0:11.00%SWALEExhibit E
SB-1SB-4SB-7EDGE OF BITUMINOUS92.5
30' DRIVE LANECULVERT NOT SURVEYED.NOTED AS 18" DIAMETERFROM FIELDOBSERVATIONXXXXXXXXX
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FES 10018" INV IN=972.75 (W)FES 10218" INV OUT=973.00 (E)OCS 101 - WITH WEIRRIM=976.9718" INV IN=973.00 (W)18" INV OUT=973.00 (E)SEE DETAIL 6/C-803CB 108RIM=977.4918" INV OUT=973.72 (NE)CB 104RIM=976.2021" INV OUT=972.06 (S)CB 113RIM=976.0518" INV OUT=972.33 (NE)FES 10321" INV IN=971.00 (N)FES 10530" INV IN=971.00 (W)106 LF OF 21" RCP @ 1.00%78 LF OF 18" RCP @ 2.50%211 LF OF 18" RCP @ 0.45%CB 107RIM=975.7821" INV OUT=971.91 (SE)CB 112RIM=975.4018" INV OUT=971.74 (E)STMH 106RIM=976.5521" INV IN=971.76 (NW)18" INV IN=971.76 (SW)30" INV OUT=971.76 (E)42 LF OF 21" RCP @ 0.35%104 LF OF 18" RCP @ 0.35%253 LF OF 30" RCP @ 0.30%CBMH 110RIM=976.1224" INV IN=971.11 (SW)24" INV OUT=971.11 (E)77 LF OF 24" RCP @ 0.35%STMH 111RIM=977.3018" INV IN=971.38 (W)18" INV IN=971.38 (SW)24" INV OUT=971.38 (NE)FES 10924" INV IN=971.00 (W)978978 977 977
32 LF OF 24" RCP @ 0.35%CONTRACTOR TO FURNISH AND INSTALLTEMPORARY NYLOPLAST OR EQUALSTRUCTURE. RIM SHALL BE HELD DOWN BY0.5' FROM FINISHED GRADE. SEE NOTE ONC-301.CONNECT ONE LENGTH OF HDPE PIPE TOSTRUCTURE AND FASTEN TO RCP USINGMARMAC DISSIMILAR PIPE COUPLER ORAPPROVED EQUAL. UPON CONSTRUCTION OFPHASE 2, REMOVE NYLOPLAST OR EQUALSTRUCTURE AND HDPE PIPE AND INSTALLSTRUCTURE AND PIPE IN ACCORDANCE WITHTHESE DRAWINGS.DWN BY:ISSUE DATE:PROJECT NO.:U:\227704370\DICKS SANITATION LAKEVILLE\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg 12/2/2021 PENSHORN, JOHN
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/2/2021 4:45:32 PM
CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N
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LOT EXPANSION
LAKEVILLE, DAKOTA COUNTY MINNESOTA227704370YMK JTP JRA12/02/20212109/24/2021 CITY SUBMITTAL
212/02/2021 CITY RESUBMITTAL WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 40 ft.4080401. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING ANDINSTALLING CATCH BASINS SO THAT THE INLET FRAME ANDGRATE PROPERLY ALIGN WITH CURB AND GUTTER.NOTESEXISTING MINOR CONTOUREXISTING MAJOR CONTOURC-501STORM SEWER PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDEXISTING CLEANOUTEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING FLARED END SECTION►►►►STORM SEWERSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINGRADING LIMITSExhibit F
SB-1SB-4SB-7EDGE OF BITUMINOUS92.5
30' DRIVE LANECULVERT NOT SURVEYED.NOTED AS 18" DIAMETERFROM FIELDOBSERVATIONXXXXXXXXX
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977977977 978978978978978 978 978979 979 979CB 108CB 104CB 113FES 103FES 102FES 100FES 1051.31.31.31.31.31.31.41.31.61.61.11.11.11.21.61.61.61.81.51.5975
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6OCS 101FES 1091.61.61.61.91.21.71.71.101.101.101.10DWN BY:ISSUE DATE:PROJECT NO.:U:\227704370\DICKS SANITATION LAKEVILLE\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 POST-CONSTRUCTION EROSION CONTROL.dwg 12/2/2021 PENSHORN, JOHN
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/2/2021 4:43:21 PM
CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N
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N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMDICK'S SANITATION PARKING
LOT EXPANSION
LAKEVILLE, DAKOTA COUNTY MINNESOTA227704370YMK JTP JRA12/02/20212109/24/2021 CITY SUBMITTAL
212/02/2021 CITY RESUBMITTAL ( IN FEET )GRAPHIC SCALE01 inch = 40 ft.4080401. SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2. CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.3. CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.4. CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE5. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOPES 4:1 OR STEEPER, UPON COMPLETION OF GRADING.NOTESC-201POST-CONSTRUCTIONSTABILIZATION PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONBIOLOGEROSION CONTROL BLANKETRIPRAPCULVERT PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSSTORM MANHOLESTORM CATCH BASINFLARED END SECTION►►►►STORM SEWER1. EROSION CONTROL1.1. INSTALL INLET PROTECTION - SEE DETAIL 5/C-8021.2. INSTALL CULVERT END PROTECTION - SEE DETAIL 4/C-8021.3. INSTALL SILT FENCE - SEE DETAIL 1/C-8021.4. INSTALL STABILIZED CONSTRUCTION EXIT - SEE DETAIL3/C-8021.5. INSTALL BIOROLL - SEE DETAIL 6/C-8021.6. INSTALL EROSION CONTROL BLANKET - SEE DETAIL 2/C-8021.7. INSTALL FLEXAMAT OR EQUAL- SEE DETAIL SHEET 3/C-8041.8. INSTALL CLASS III RIPRAP FROM ELEVATION 971' TO 973'1.9. INSTALL CLASS III RIPRAP FROM ELEVATION 971' TO 974'1.10. INSTALL 0.5' TOPSOIL AND SEED WITH MNDOT SEED MIX25-131KEYNOTES#TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166GOPHER STATE ONE CALLCALL BEFORE YOU DIGWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.SEEDFLEXAMAT OR EQUALExhibit G
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CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
DICK’S SANITATION SERVICE INTERIM USE PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On January 6, 2022 the Lakeville Planning Commission met at its regularly scheduled
meeting to consider an interim use permit to allow motor vehicle equipment parking and
outdoor storage as a secondary use related to a non-airport operation in the I-3, Airport
Industrial District located on Metropolitan Airports Commission property adjacent to at 8984 –
215th Street West. The Planning Commission conducted a public hearing on the proposed
interim use permit preceded by published and mailed notice. The applicant was present and the
Planning Commission heard testimony from all interested persons wishing to speak.
FINDINGS OF FACT
1. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan,
which guides the property for airport uses.
2. The property is zoned I-3, Airport Industrial District.
3. The legal description of the property is:
That part of the Southeast Quarter of Section 32, Township 114 North, Range 20
West, described as follows: Beginning at the point of intersection of the south line
of said Southeast Quarter with the westerly right of way line of the Minneapolis,
Northfield and Southern Railway; thence on an assumed bearing of South 89
degrees 48 minutes 23 seconds West along said south line a distance of 2554.61
feet to the southwest corner of said Southeast Quarter; thence North O degrees
04 minutes 34 seconds East along the west line of said Southeast Quarter to its
intersection with a line run parallel with and distant 500 feet southerly of the north
line of said Southeast Quarter; thence North 89 degrees 39 minutes 28 seconds
East along said 500 foot parallel line a distance of 797.48 feet; thence South 59
degrees 26 minutes 20 seconds East a distance of 1607.39 feet to said westerly
right of way line of the Minneapolis, Northfield and Southern Railway; thence
southeasterly along said westerly right of way line, 1360.17 feet to the point of
beginning, as shown by the records of the County Treasurer of said County.
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4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that an interim use
permit may not be issued unless certain criteria are satisfied. The criteria and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The proposed outdoor motor vehicle and equipment parking and storage as a
secondary use is consistent with the 2040 Comprehensive Land Use Plan.
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: Provided compliance with the interim use permit, the proposed motor vehicle and
equipment parking and outdoor storage as a secondary use will be compatible with existing
and future land uses in the area.
c. The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
Finding: Provided compliance with the interim use permit, the proposed motor vehicle
equipment parking outdoor storage as a secondary use will conform with all performance
standards contained in the proposed Zoning Ordinance amendment.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject property lies within in the current MUSA. The use of the
property for accessory outdoor storage and motor vehicle equipment parking purposes
will have no impact on the City’s service capacity.
e. Traffic generation by the proposed use is within capabilities of streets serving the
property.
Finding: Traffic generated by the proposed outdoor storage and motor vehicle and
equipment parking use is within the capabilities of 217th Street and Humboldt Road and
other public streets that serve the property.
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5. The planning report dated December 29, 2021 prepared by Associate Planner Frank Dempsey
is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the interim use
permit conditioned upon compliance with the planning report prepared by Associate
Planner Frank Dempsey dated December 29, 2021.
DATED: January 6, 2022
LAKEVILLE PLANNING COMMISSION
BY: _________________________
Jeff Witte, Chair