4.1. PCSR 08-27-2019Request for Action
To Item Number
Planning Commission 4.1
Agenda Section Meeting Date Prepared by
Public Hearings August 27, 2019 Chris Leeseberg, Senior Planner
Item Description Reviewed by
Auto-Rec Bodyworks Inc., 21475 US Highway 169 Zack Carlton, Planning Manager
Reviewed by
Amendment to the Conditional Use Permit
(CUP), Case No. CU 19-04
Action Requested
Recommend, by motion, approval of a Conditional Use Permit with the following conditions to satisfy
the standards set forth in Section 30-654:
1. Variance (V 19-07) shall be approved.
2. The approved Conditional Use Permit (CU 19-04) will become void.
3. The property cannot be used for residential dwelling purposes.
4. The building shall meet all building and fire codes.
5. The building shall be inspected by the city’s Building Official and Fire Marshal to verify
compliance with all building and fire codes and all identified violations must be addressed prior to
issuance of any new building permit for the property.
6. All septic systems must provide a certificate of compliance or notice of noncompliance, for the
existing septic system, and must be signed by a licensed inspection business or by a qualified
employee certified as an inspector who is authorized by the local unit of government. The
certificate of compliance or notice of noncompliance must be submitted to the local unit of
government no later than 15 days after any compliance inspection.
7. All vehicles stored on the premises shall be stored within an area which is screened by a 6 (six)
foot high 100% opaque fence.
8. There shall be no repair or maintenance of vehicles outside of the building.
9. Car, truck, RV, and marine sales shall not be allowed.
Background/Discussion
Case No. CU 19-14
The property is zoned Highway Commercial (C3) where auto body repair requires a Conditional Use
Permit (CUP). The applicant is requesting an amendment to their existing CUP (CU 16-09) to expand
their auto body repair business located at 21475 US Highway 169.
The property is bound by US Highway 169 on the west with a commercial concrete business across the
highway, two properties the applicant owns to the south, and the ERX Motor Park (an off-road racing
facility) to the east and north.
The property contains two structures. The pole building at approximately 2,300 sqft and the “house”
structure is approximately 1,500 sqft.
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional
service, and community engagement that encourages and inspires prosperity
The applicant needs additional shop space (approximately 5,200 sqft) and will be constructing an addition
west of the existing pole building and north of the “house” structure. The “house” structure will be
utilized as office space.
The applicant has indicated there will be no outdoor storage.
The applicant has been operating the business on the adjoining property since 1998 and on the subject
parcel since 2016. Staff is unaware of any concerns, issues, or complaints with the use on the subject
property. In 2016, the properties zoning classification was change to C-3 Highway Commercial, allowing
the commercial use.
Analysis
Comprehensive Plan
The Gravel Mining Area Land Use, Transportation, and Utility Plan guide the properties for Highway
Business uses where commercial uses are allowed and encouraged. The proposed use is consistent with
the Comprehensive Plan.
Transportation/Circulation
Access to the site is off US Highway 169 in the northwest corner of the site. A portion of the driveway
crosses over the neighboring property to the north. The driveway is located within the setback
requirements but does not require a variance as it is an existing driveway.
Runoff from this new impervious surface (gravel is defined as impervious per MPCA guidelines) must be
treated.
Parking
The parking requirements for the proposed uses are one stall for every 300 square feet of area. The
building is 9,000 square feet in size, requiring 30 stalls. Section 30-901 states all driving areas and parking
areas shall be bounded by B612 concrete curb and gutter.
The submitted plan shows only an area for parking and is unclear how many stalls it provides. Prior to
the City Council review, the applicant will be required to submit a scaled site plan showing the required
number of parking stalls, paving material, and B612 concrete curb and gutter. If the applicant can
demonstrate 30 stalls are not initially needed, they will need to show proof of parking on the site.
Utilities
The subject site has two active septic tanks and two active drainfields. The applicant will need to provide
certificates of compliance for the applied for commercial activities.
Grading/Drainage
All areas of impervious surface must be treated. The applicant shall submit calculations and designs of
stormwater Best Management Practices (BMP’s) that meet this. This may include the need for a
stormwater holding pond.
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Landscaping
A great deal of the property has been cleared of the existing mature trees. While the ordinance does not
prevent this, it does require specific amounts of landscaping with new development and allows
landscaping credit for existing trees. The extent of the tree removal is not known and the applicant will
need to provide documentation they have enough credit for trees or submit a landscape plan showing the
required amount of landscaping.
Applicable Regulation
In approving a Conditional Use Permit, the council may impose such specific conditions with regard to
the development or operation of the proposed use as it considers necessary to satisfy the seven standards
set forth in Section 30-654 and the requirements contained in this article and to promote compatibility
with and minimize any potentially adverse effects upon adjacent properties, the neighborhood or the city.
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
Industrial and off-road racing facility uses surround the property. The use will not endanger,
injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or
the public health, safety, morals, comfort, convenience, or general welfare of the neighborhood or
the city.
Staff does not see a need to impose specific conditions to satisfy this standard.
2. Will be consistent with the comprehensive plan.
The use will be consistent with the comprehensive plan.
Staff does not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
As the surrounding properties are currently being utilized, the use will not impede the normal and
orderly development and improvement of surrounding vacant property.
Staff does not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
The use will be served adequately by and will not adversely affect essential public facilities and
services including streets, police and fire protection, drainage, refuse disposal, water and sewer
systems, parks and schools; and will not, in particular, create traffic congestion or interference with
traffic on adjacent and neighboring public thoroughfares.
Staff does not see a need to impose specific conditions to satisfy this standard.
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5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental
to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
The use will not involve uses, activities, processes, materials, equipment and conditions of
operation that will be detrimental to any persons or property because of excessive traffic, noise,
smoke, fumes, glare, odors, dust, or vibrations.
Staff does not see a need to impose specific conditions to satisfy this standard.
6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance.
There are no natural, scenic, or historic features on site. The use will not result in the destruction,
loss or damage of a natural, scenic or historic feature of major importance.
Staff does not see a need to impose specific conditions to satisfy this standard.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for
the issuance of a license or permit to establish and operate the proposed use in the city.
The use will fully comply with all other requirements of this Code, including any applicable
requirements and standards for the issuance of a license or permit to establish and operate the
proposed use in the city.
The recommended conditions are to ensure all other requirements are complied with.
If denial of such a permit should occur, it shall accompany recommendations or determinations by
findings or a report stating how the proposed use does not comply with the standards set forth in Section
30-654.
Financial Impact
None
Statutory Review Period
Per State Statute §15.99, the required 60-day review period ends on September 23, 2019.
Council Meeting
If acted on, this item will go to the September 16, 2019, City Council meeting.
Attachments
Location Map
Applicant’s Narrative
Site Plans
Architectural Plans/Elevations
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Auto Rec Body Works Zoning Narrative:
This application is for Auto Rec Body Works, who will be adding a 48’ x 16 x 108’ extension to the
existing building on site. Due to the amount of demand that Auto Rec Body Works is looking to expand
their business in the community by adding additional Shop space as well as Renovating the existing
Single-Family Home into Offices and Client Waiting Room. The new building plan is to be extend off the
existing building face to the West 108’. With the Grade of the property and Single-Family Home that was
existing on the property, the only usable location for this building extension is towards the North West.
1. This new building will be impeding on the 20’ side yard setback on the North Property line by
9.8’ leaving the building corner 10.2’ from the Property line. Currently this space is used for a
Class 5 Road Access for the Neighbor to the North and the Current Residence.
2. The Property is currently Zoned Commercial, and we would remain in that Zoning.
3. Due to the Grade and location of the existing house, the only buildable area on site is to the
Northwest of the existing building and house. With the demand needed for the Commercial
business, this would make the building impede on the 20’ Property Setback on the North
Property line.
4. Due to the Slope of the land and existing house location, this leaves the only practical location to
build.
5. If the Variance is granted, this will not alter the locality but only Improve it. With the new
addition, the existing house will be refaced with Versetta Stone as well as many more
alterations to the landscaping that will not only improve the property but help with Road side
appeal off of US 169.
16'8'SCALE:4'2'1'18"MB30"M30"M30"M30"M30"M30"M30"M30"M30"M30"M18"M18"M18"M18"M18"M18"M18"M30"M30"M30"M30"M30"M30"M30"M30"M30"M18"MB18"MB18"MB18"MB18"MB18"MBCOLUMN PLAN7'-10 1/2"0'-0"8'-0"7'-10 1/2"8'-0"15'-10 1/2"1'-6 3/4"23'-10 1/2"8'-0"31'-10 1/2"8'-0"39'-10 1/2"1'-1 1/4"47'-10 1/2"10'-0"51'-10 1/2"2'-0"61'-10 1/2"8'-0"63'-10 1/2"7'-10 1/2"71'-10 1/2"
79'-9"
7'-10 1/2"0'-0"4'-0"7'-10 1/2"12'-0"11'-10 1/2"8'-0"23'-10 1/2"3'-11 1/4"31'-10 1/2"7'-10 1/2"39'-10 1/2"47'-9"7'-10 1/2"79'-9"8'-0"7'-10 1/2"8'-0"15'-10 1/2"8'-0"23'-10 1/2"8'-0"31'-10 1/2"8'-0"39'-10 1/2"8'-0"47'-10 1/2"8'-0"55'-10 1/2"8'-0"63'-10 1/2"7'-10 1/2"71'-10 1/2"
0'-0"
4'-10 1/2"47'-9"16'-0"42'-10 1/2"3'-0"26'-10 1/2"3'-6"23'-10 1/2"14'-0"20'-4 1/2"6'-4 1/2"6'-4 1/2"0'-0"11111111111111234AS5BS5CS5CS5KS8FS630"M30"M30"M30"M2'-3 3/4"23'-7 1/2"2'-3 3/4"2'-2 1/4"25'-11 1/4"
28'-1 1/2"3'-10 1/2"28'-0"8'-0"24'-1 1/2"8'-0"16'-1 1/2"8'-1 1/2"8'-1 1/2"11DS618"M18"M7'-10 1/2"0'-0"8'-0"20'-0"8'-0"12'-0"4'-0"4'-0"
27'-10 1/2"
7'-7 1/2"15'-0"7'-4 1/2"7'-7 1/2"0'-0"18"M16"M16"M1'-0" VENTED SIDEWALLOVERHANGS2'-0" NON-VENTED ENDWALLOVERHANGS2'-0" VENTED SIDEWALLOVERHANGS30"MJS84'-0 3/4"35'-9 3/4"2'-10 3/4"48'-11 3/4"6'-5 1/4"25'-5 1/4"30"M30"M-GUTTER COVERS-ROOF LAP RIB SEALANT TAPE-ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS-(3) 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION)-16'-2"x14'-1" OVERHEAD DOOR-414'-2"x14'-1" OVERHEAD DOOR-312'-2"x14'-1" OVERHEAD DOOR-210'-2"x6'-1" OVERHEAD DOOR-1(11) 4429 MB SLIDING WINDOWS-1-1HEADERED TRUSS LOCATION-3-2x8 LAMINATED COLUMN LOCATION-3-2x6 LAMINATED COLUMN LOCATION-COLUMN PLAN LEGEND(5) 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKDOORS, INSWING, LEFT HINGE WITH LOCKSET-36"M-30"M-18"M16"M36" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.30" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.16" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.EXISTING COLUMN LOCATION--24"M24" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE PAD (2500PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUNDEXPOSED REBAR CAGE AND 3/4"x14" THREADED ROD WITH AN ADDITIONALMINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACECONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONEOPERATION.ROUGH OPENING SCHEDULEUNIT SYMBOLFROM LEGENDWIDTHHEIGHT37 3/4"81"52 1/4"33 5/8"11I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA. _____________________________________________CORY MICHAEL BYRDDATE:________________ LICENSE NUMBER: 55608EXISTING15'x10'x50'BUILDINGEXISTING36'x14'x50'BUILDINGEXISTING23'x16'x52'BUILDINGEXISTING14'x9'x25'BUILDINGES6GS6HS7IS71CONNECTION WALL COLUMN
LOCATION DIMENSIONSSIDEWALL COLUMNLOCATION DIMENSIONSSIDEWALL COLUMNLOCATION DIMENSIONSSIDEWALL COLUMNLOCATION DIMENSIONSENDWALL COLUMNLOCATION DIMENSIONS ENDWALL COLUMNLOCATION DIMENSIONS
1S31S51S31S3LS818" DIAMETER FOOTING WITH 20" THICK MINIMUM CONCRETE (2500 PSI MINIMUM)BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBARCAGE AND 3/4"x14" THREADED ROD WITH ADDITIONAL READY-MIX BACKFILLEDTO 12" BELOW GRADE. PLACE CONCRETE BELOW AND ABOVE BOTTOM OFLOWER COLUMN IN ONE OPERATION.-18"MB2S61S3JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDMONTICELLO, MN059-089336RIC HAUGLAND
ELK RIVER, MN
RKS7/2/2019--------S1----------------NOTCHECK
EDTARGET DATE:S9
16'8'SCALE:4'2'1' TRUSS/BRACING PLAN LEGEND 17128782888888881- 48’ 3090 R.C. TRUSS- 48' END RAFTER ASSEMBLY- 36' 4090 S.C. TRUSS- 1 1/2"x16" LVL RAFTER (2800 Fb)- 2x10 RAFTER (NO.1 SYP)- 10' GABLE PORCH FRAME- 2x4 TRUSS TIES- 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL)- 2x6 FLAT TRUSS TIE CENTERED IN BUILDING92789569911111113333444TRUSS/BRACING PLAN40'-0"8'-0"12'-0"8'-0"4'-0"4'-0"27'-10 1/2"98888885555557'-10 1/2"7'-10 1/2"8'-0"15'-10 1/2"8'-0"23'-10 1/2"8'-0"31'-10 1/2"8'-0"39'-10 1/2"8'-0"47'-10 1/2"8'-0"55'-10 1/2"8'-0"63'-10 1/2"8'-0"71'-10 1/2"7'-10 1/2"79'-9"
0'-0"8'-1 1/2"8'-1 1/2"8'-0"16'-1 1/2"8'-0"24'-1 1/2"3'-10 1/2"28'-0"7'-10 1/2"20'-0"
4'-10 1/2"I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA. _____________________________________________CORY MICHAEL BYRDDATE:________________ LICENSE NUMBER: 55608EXISTING15'x10'x50'BUILDINGEXISTING36'x14'x50'BUILDINGEXISTING23'x16'x52'BUILDINGEXISTING14'x9'x25'BUILDING2S6JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDMONTICELLO, MN059-089336RIC HAUGLAND
ELK RIVER, MN
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EDTARGET DATE:S9
16'8'SCALE:4'2'1'DESIGN AND EXPLANATORY NOTES1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACEOF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS.VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA. _____________________________________________CORY MICHAEL BYRDDATE:________________ LICENSE NUMBER: 55608124T#16 GABLE TRIMHI-RIB STEEL WAINSCOTT#167 TRANSITION TRIM18'-0"0'-0"
18'-0"25'-0"43'-0"43'-0"5'-0"48'-0"EAST ELEVATION124T#167 TRANSITION TRIMT#21 CORNER TRIMHI-RIB STEEL SIDINGT#170 BASE TRIMT#16 GABLE TRIM13'-0"0'-0"13'-0"21'-6"34'-6"10'-0"44'-6"44'-6"3'-6"48'-0"WEST ELEVATIONHI-RIB STEEL WAINSCOTT#167 TRANSITION TRIMT#21 CORNER TRIMHI-RIB STEEL SIDINGT#167 BASE TRIMVENT-A-RIDGE5" O.G. GUTTERS WITH GUTTER COVER5'-6"0'-0"5'-6"5'-6"8'-0"13'-6"13'-6"32'-6"46'-0"46'-0"11'-0"57'-0"10'-6"67'-6"67'-6"8'-0"75'-6"75'-6"4'-6"80'-0"SOUTH ELEVATION13'-0"0'-0"
13'-0"13'-0"8'-6"21'-6"21'-6"13'-6"35'-0"35'-0"16'-0"51'-0"51'-0"16'-0"67'-0"67'-0"10'-0"77'-0"77'-0"3'-0"80'-0"NORTH ELEVATION6'-6"21'-6"16'-0"5'-6"5'-6"28'-0"50'-0"78'-0"122.5 0'-0"6'-6"21'-6"16'-0"5'-6"5'-6"28'-0"50'-0"78'-0"
12'-3 5/8"VERSETTA STONE WAINSCOTJOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDMONTICELLO, MN059-089336RIC HAUGLAND
ELK RIVER, MN
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EDTARGET DATE:S9
SIGNATURE:BUILDING DESIGN PHOTOSCALE: NOT TO SCALE1A2Page 2 0f 80.511.5MORTONBUILDINGSINC.113 THOMASPARK DRIVEMONTICELLO, MN55362this plan shallremain the propertyof morton buildings.any reproduction ofthis plan withoutwritten permissionfrom mortonbuildingis strictlyprohibited.unauthorized useshall entitle mortonbuildings to alldamages caused bysuch user includingpreparation charges,lost profits, damageto reputation, andany attorney fees.CONSTRUCTIONDRAWINGSdrawn by: John Rischmillerdate: 06 - 25 - 2019PROJECT #: B0592019223REVISIONS:21475 US - 169
ELK RIVER, MN 55303
AUTO REC
BODY WORKS
SIGNATURE:BUILDING DESIGN PHOTOSCALE: NOT TO SCALE1A3Page 3 0f 80.511.5MORTONBUILDINGSINC.113 THOMASPARK DRIVEMONTICELLO, MN55362this plan shallremain the propertyof morton buildings.any reproduction ofthis plan withoutwritten permissionfrom mortonbuildingis strictlyprohibited.unauthorized useshall entitle mortonbuildings to alldamages caused bysuch user includingpreparation charges,lost profits, damageto reputation, andany attorney fees.CONSTRUCTIONDRAWINGSdrawn by: John Rischmillerdate: 06 - 25 - 2019PROJECT #: B0592019223REVISIONS:21475 US - 169
ELK RIVER, MN 55303
AUTO REC
BODY WORKS
SIGNATURE:BUILDING DESIGN PHOTOSCALE: NOT TO SCALE1A5Page 5 0f 80.511.5MORTONBUILDINGSINC.113 THOMASPARK DRIVEMONTICELLO, MN55362this plan shallremain the propertyof morton buildings.any reproduction ofthis plan withoutwritten permissionfrom mortonbuildingis strictlyprohibited.unauthorized useshall entitle mortonbuildings to alldamages caused bysuch user includingpreparation charges,lost profits, damageto reputation, andany attorney fees.CONSTRUCTIONDRAWINGSdrawn by: John Rischmillerdate: 06 - 25 - 2019PROJECT #: B0592019223REVISIONS:21475 US - 169
ELK RIVER, MN 55303
AUTO REC
BODY WORKS
SIGNATURE:BUILDING DESIGN PHOTOSCALE: NOT TO SCALE1A6Page 6 0f 80.511.5MORTONBUILDINGSINC.113 THOMASPARK DRIVEMONTICELLO, MN55362this plan shallremain the propertyof morton buildings.any reproduction ofthis plan withoutwritten permissionfrom mortonbuildingis strictlyprohibited.unauthorized useshall entitle mortonbuildings to alldamages caused bysuch user includingpreparation charges,lost profits, damageto reputation, andany attorney fees.CONSTRUCTIONDRAWINGSdrawn by: John Rischmillerdate: 06 - 25 - 2019PROJECT #: B0592019223REVISIONS:21475 US - 169
ELK RIVER, MN 55303
AUTO REC
BODY WORKS