faribault planning commission

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FARIBAULT PLANNING COMMISSION JUNE 21, 2021 PUBLIC HEARING

Case Number and Request: CUP 21-023 Application for a Conditional Use Permit (CUP) to establish a self-service outdoor storage facility at 1612 7th Street NW in the I-2 Heavy Industrial District and Shoreland Protection Overlay District.

Applicant / Owners: Leon Endres, Partner/Applicant; Energy Technology Limited of Minnesota LLC owners.

Site Address: 1612 7th Street NW

Recommendation: Approve the Requested CUP for Shoreland District Development of a new outdoor self-storage facility at 1612 7th Street NW

Deadline for Council Action: July 13, 2021 unless extended by the City

From: Peter J. Waldock, AICP, Planning Coordinator

SUMMARY OF REQUEST

On May 13th, the City received an application for a Conditional Use Permit for

Shoreland District Development and a site plan review for construction of site

improvements for a new outdoor self-storage lot at the Former Land-O’Lakes

plant at 1612 7th Street NW. The proposal also includes about 7,500 SF

heated interior self-storage area and 1,082 SF of office space in the west

building (outside of the Shoreland District Boundary).

The owners plan to remove paved areas within the 7th Street NW right of way

and a paved area at the southeast corner of the site within the floodplain. New

pavement will be installed in the north portion of the site over an area

currently gravel surfaced. The maximum impervious surface coverage in the

Shoreland area will not exceed the 70% limit specified by the UDO. The

easterly buildings will remain warehouse and office as currently used.

A 6’ tall chain link fence with privacy slats are planned for the area between the buildings for 10 exterior self-storage spaces. The fence will have an angled

barbed wire deterrent top. The eastern portion of the site will have 60 outdoor self-service storage spaces on pavement. That area will be fenced as well.

New lighting will be LED fixtures downcast to reduce glare off site. They are planning security cameras to monitor the site. Hours of operation are between

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6 AM and 10 PM with card code access to the storage areas. They plan to operate on an appointment basis for new customers, and will not have full-

time staff on site.

DISCUSSION OF THE PROPOSAL

Zoning. Current zoning is I-2 Heavy Industrial District. The proposed uses are

permitted in this district. The DNR has no objections to this application. The

DNR Area Hydrologist recommends rain garden filtering areas where possible

for stormwater runoff. The application appears to meet UDO requirements in

this case.

Setbacks. The plan removes pavement placed in the required 10’ front

parking setback area along 7th Street as requested by the DRC. The disturbed

area will be restored with grass ground cover (sod within the street right of

way as required). No variances are required in this case.

Parking. The parking layout has been follows UDO requirements of 20’ by 9’

stall sizes when adjoining the sidewalk east of the building and adjoining the

fence on the east where required.

ADA Accessibility. The existing building does not appear to meet the ADA

accessibility for the current office entrance on the east wall of the east building

This is an existing condition without proposed changes to the occupants or use

of this portion of the site. The applicants are not required to improve this

access to meet current accessibility standards at this location until such time

as the use of this building change.

Security and Safety. The plans call for a six-foot-tall chain-link fence with

screening slats and an angled deterrent as recommended by the Police

Department in this case. The plan includes barbed wire on angled deterent.

Security cameras are planned to cover the entrance gate and corners of the

storage area. The site will be lit with security lights. Front fence, facing 7th

Street can be built to 8’ tall without the angled barbed wire deterrent planned

for the rest of the site.

Emergency Access. The Fire Department has requested that a Knox box (or

similar devise) for emergency access into the gated area be provided in case

of emergency. They have also asked that access to the rear of the building be

address with this development plan.

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Applicable Code Sections:

Chapter 2, Article 7, Faribault Unified Development Ordinance, Section 2-270

Application for Conditional Use Permit


and 2-290 regarding Approval Process and Authority.


Required Findings for Conditional Use Permits


regarding Conditions of Approval

DEVELOPMENT REVIEW COMMITTEE

The Development Review Committee (DRC) discussed the site plan and

variance proposal on June 8, 2021. The DRC supports the application with

some conditions to decrease non-conforming aspects of the site, for security

and emergency access.

The DRC recommends approval of the variances with following comments

and observations:

1. The DRC finds that the application generally meets all requirements of

the Unified Development Ordinance and will provide a reduction in hard

surface coverage overall in the Shoreland area.

2. The proposal provides better stormwater filtration than current

conditions at the site.

3. The Police Department recommends an angled deterrent above the 6’

tall chain-link fencing and security cameras.

4. Screening slats are recommended for security reasons and are allowed

by ordinance.

5. Rain Garden type filtration is recommended by the DNR Regional

Hydrologist for this site.

6. Access gates north of the buildings are needed for Fire Department

equipment and personnel.

7. A Knox Box is needed at the front gate for emergency access.

8. Parking stalls on the east lot should be striped per ordinance.

9. The paved area in the 7th Street right of way south of the main building,

should be removed and restored with grass.

10. Gravel north of the building in the setback area should be removed

and restored with grass.

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REQUIRED FINDINGS

Section 2-300 of the UDO includes eleven required findings as a prerequisite

for approval of conditional use permits. The draft resolution prepared by staff and provided with this report includes detailed findings specific to this

application recommended by staff to address all of the required findings of

the ordinance. No additional findings have been provided.

RECOMMENDED CONDITIONS FOR APPROVAL

Section 2-310 of the UDO authorizes the City Council to establish reasonable

conditions of approval to reduce or minimize the effect of such variance upon other properties in the neighborhood. The proposed conditions of

approval for the outdoor dining enclosure are as follows:

1. Construction and Design shall result in the minimum necessary new

impervious surface coverage at the site and shall not exceed 70%

coverage within the Shoreland Overlay District boundary area.

2. Stormwater Management for this project shall be as determined by the

City Engineer in accordance with City Ordinances.

3. Security cameras shall be provided in accordance with letter dated June

15, 2021 from Tushie Montgomery Architects.

4. Knox Box other similar device approved by the Fire Chief, shall be

provided for emergency access into the gated area and rear of the

building.

5. The sidewalk in 7th Street right of way is not needed by the City and

should removed and restored with sod.

6. The pavement north of the street right of in the east parking lot shall be removed and area restored with grass or ground cover to establish the

required 10’ parking lot setback from the street.

7. An accessible entrance to the main building from the east parking lot

must be provided upon any future change of use within this building that meets the Americans with Disability Act (ADA) requirements as

consistent with State Laws.

8. An emergency pass through gate at the north shall be required.

9. Gravel surface west of the north gate, within the required rear setback

area of 5’ from the north property line shall be removed and restored

grass.

10. The gravel surface south of the trail on Faribault Economic Development Authority property adjacent and north of the subject site, shall be

removed and restored with grass.

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RECOMMENDATION

Staff recommends approval of the requested CUP to establish an outdoor

self-storage use at 1612 7th Street NW.

ATTACHMENTS 1. Draft Resolution for Approval Requested Variance

2. Aerials, Location and Zoning Maps

3. Site Plans

State of Minnesota County of Rice

CITY OF FARIBAULT

RESOLUTION #2021-137 APPROVE CONDITIONAL USE PERMITS TO ESTABLISH A SELF-SERVICE OUTDOOR STORAGE FACILITY AT 1612 7TH STREET

NW IN THE SHORELAND PROTECTION DISTRICT.

WHEREAS, The Leon Endres, applicant and partner in the ownership group, on behalf of Energy Technology Limited of Minnesota LLC, owner, have requested a conditional use permit to establish a self-service storage facility in the Shoreland Overlay District at 1612 7th Street NW, legally described in Exhibit A attached hereto; and

WHEREAS, City Staff has completed a review of the application and made a report to the Planning Commission pertaining to said request (CUP 40-19), a copy of which has been presented to the City Council; and

WHEREAS, the Planning Commission, on the 21st day of June, 2021, following proper notice, held a public hearing regarding the request, and following said public hearing made findings and recommended that the City Council approve the request; and

WHEREAS, following said public hearing, the Planning Commission recommended approval of the requested conditional use permit based on the following findings as required by Section 2-300 of the City of Faribault, Unified Development Ordinance as follows:

1. The conditional use will not be detrimental to or endanger thepublic health, safety, comfort, convenience, or general welfare.The proposed self-storage use at the former Land O’Lakes facility site asproposed, brings a needed use to an underutilized site adding value toarea.

2. The conditional use will not be injurious to the use and enjoymentof other property in the vicinity and will not impede the normaland orderly development and improvement of surroundingproperty for uses permitted in the district.The proposed improvements will help clean up an underutilized industrialsite near Crocker’s Creek that will be compatible with surrounding propertyand an improvement over past uses at the site.

Resolution 2021-137 Page 2 of 6

3. The conditional use will be designed, constructed, operated, and

maintained in a manner that is compatible in appearance with the existing or intended character of the surrounding area.

The development is designed to be compatible with surrounding and nearby uses and will provide stormwater filtration and reduction of hard surface area in flood way of the creek.

4. The conditional use will not impose hazards or disturbing influences on neighboring properties.

The proposal will increase stormwater filtration by reducing hard surface area and providing a new planted filtration area near the create.

5. The conditional use will not substantially diminish the value of neighboring properties.

The new use proposed at this site will not be a detriment to property values in the area.

6. The site is served adequately by essential public facilities and services, including utilities, access roads, drainage, police and fire protection, and schools or will be served adequately as a result of improvements proposed as part of the conditional use.

The site has adequate capacity for public utilities, street capacity and access. There is sufficient police and fire protection levels in place for this use and it will not generate a need for further City services, or additional schools.

7. Development and operation of the conditional use will not create excessive additional requirements at public cost for facilities and services and will not be detrimental to the economic welfare of the community.

There are sufficient public facilities in place for this use and it will not generate a need for further City services. The proposed use will benefit the economic welfare of the community.

8. Adequate measures have been or will be taken to minimize traffic congestion in the public streets and to provide for adequate on-site circulation of traffic.

There is adequate onsite traffic circulation provided in this design.

9. The conditional use will not result in the destruction, loss, or damage of a natural, scenic, or historic feature of major importance to the community.

The redevelopment of this site will not result in damage or destruction of natural or historic features.


10. The conditional use is consistent with the applicable policies and

recommendations of the city's Land Use Plan or other adopted land use studies.

The project is designed to meet current land use policies and plans.

11. The conditional use, in all other respects, conforms to the applicable regulations of the district in which it is located. The project conforms to applicable regulations of the district and applicable requirements for approval within the ordinance.

WHEREAS, the City Council, on the 13th day of July, 2021, at a public meeting considered the request; and

WHEREAS, the City Council concurs with all of the determinations and findings of the Planning Commission as stated in the above recitals and hereby makes the identical determinations and findings.

NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY FARIBAULT, MINNESOTA AS FOLLOWS:

Section 1: Incorporation of Recitals and Exhibits. The recitals set forth in this Resolution and the Exhibits attached hereto are incorporated into and made a part of this Resolution.

Section 2: Approval of a Conditional Use Permits. As authorized in Section 2-290 of the City of Faribault Unified Development Ordinance and in accordance with the required findings listed in Section 2-300 of the City of Faribault, Unified Development Ordinance, as stated in the recitals above, a conditional use permit for establishment of an outdoor self-storage facility in the Shoreland Protection Overlay District at the subject property located at 1612 7th Street NW in accordance with plans attached as Exhibit B (site plan) as approved by the City Council.

Section 3: Conditions of Approval. As authorized in Section 2-310 of the City of Faribault, Unified Development Ordinance, the following conditions of approval are deemed necessary by the City Council to mitigate adverse impacts associated with the conditional use, to protect neighboring properties, and to achieve the objectives identified in City ordinances are as follows: 1. Construction and Design shall result in the minimum necessary new

impervious surface coverage at the site and shall not exceed 70% coverage within the Shoreland Overlay District boundary area.

2. Stormwater Management for this project shall be as determined by the City Engineer in accordance with City Ordinances.

3. Security cameras shall be provided in accordance with letter dated June


15, 2021 from Tushie Montgomery Architects.

4. Knox Box other similar device approved by the Fire Chief, shall be provided for emergency access into the gated area and rear of the building.

5. The sidewalk in 7th Street right of way is not needed by the City and should removed and restored with sod.

6. The pavement north of the street right of in the east parking lot shall be removed and area restored with grass or ground cover to establish the required 10’ parking lot setback from the street.

7. An accessible entrance to the main building from the east parking lot must be provided upon any future change of use within this building that meets the Americans with Disability Act (ADA) requirements as consistent with State Laws.

8. An emergency pass through gate at the north shall be required.

9. Gravel surface west of the north gate, within the required rear setback area of 5’ from the north property line shall be removed and restored grass.

10. The gravel surface south of the trail on Faribault Economic Development Authority property adjacent and north of the subject site, shall be removed and restored with grass.

11. The City Administrator is authorized to approve plan revisions to carry out the intent of this resolution.

Section 4: This resolution shall become effective immediately upon its

passage and without publication.

Date Adopted: July 13, 2021

Faribault City Council

_______________________ Kevin R. Voracek, Mayor

ATTEST:

_______________________________ Timothy C. Murray, City Administrator


Exhibit A

Legal Description


Exhibit B Site Plan

Memorandum

TO: Peter Waldock, Planning Coordinator

FROM: Mark DuChene, City Engineer

DATE: June 2, 2021

SUBJECT: Faribault Storage 1612 7th Street NW – Site Plan Review

Leon Endres has submitted a conditional use permit application and site plan for the conversion of a portion of the old Land O’Lakes site at 1612 7th Street NW to outdoor and indoor storage. Plans were received from Tushie Montgomery dated 5/12/2021. The following are the Engineering Department’s review comments.

Site Plan Comments:

• The sidewalk between the two driveways to remain could be considered for removalcompletely as it doesn’t tie into any other public walk and would allow more greenspace between the existing buildings and the roadway and increase the chances ofthe proposed sod to survive.

• Pavement should be removed and the proper parking setbacks met on the parkingarea on the east side of the existing building and gravel on the north side of the buildingas shown on the attached.

• Parking stalls on the east side should be 20-ft deep as they don’t meet the overhangrequirements for 18-ft depth. There is room to narrow up the 2-way access aisle tomeet code.

• It appears the entrance to the building on the east side of the larger existing buildingis not ADA compliant. This should be reviewed.

• CitYot.Faribault

APPLICATION FOR REQUESTED ACTION Conditional Use Permit

Planning Case# __' Filing Fee __ Hearing Date __

SITE ADDRESS llot2.. 7+.b�. NW

APPLICANT �N �s E-MAIL leoneeror't!�l\e,. c.oM

PHONE _____ (H) (pl.2,- ?'18-tttfq? (W) ______ (FAX)

ADDREss l':x2'3 B.1Ve( �re Pr-l\/e , -ltl.�»3':11

MtJ 550�3

DEVELOPER(if other than applicant) _______________ _

PHONE ______ (H) _______ (W) _______ (FAX)

ADDRESS -----------------------LEGAL DESCRIPTION See o.�a&ie.tl

ACREAGE1sIzE oF PROPERTY 4. 041 ttcre? / l 1(p, 28 g �

CURRENT ZONING I - 2. --��------------,..--------we 'n e,1A1: \14£4ri't - �{'t,�� t o{:fl u. '4;(

EXISTING USE OF PROPERTY EA� � �ft¥l( � O[Aa. iASt.L'Jt--=k � � self - t. 1.01r+• t "�" �'(.

PROPOSED USE OF PROPERTY &l 0 : t ♦ St. - No C (Including number of units per acre an types o uses if mixed use)

IDENTIFY ALL ADJACENT LAND USES Ir-Ju� -¾,, No(-ffi1 ��4( -Ir, Wtst, Gi11tmut�, 1d � lV'A� . d-entlA\ -to �

SIGNATURE OF APPLICANl��---DATE ¾�, (Must submit proof of propert

SIGNATURE OF PROPERTY OWNER _________ DATE ___ _ {If other than applicant)

PLEASE PROVIDE ALL INFORMATION REQUESTED ON THIS FORM

AND THE ATTACHED CHECKLIST.

Updated August 23. 2016

Filed5/13/2021

♦ Site plan

CONDITIONAL USE PERMIT Required Submitta/s

)!. Drawn to scale, with scale noted� Date and North arrow� Boundaries and dimensions shown graphically;sr, Location of any streets, public trails, railroads, or waterways � Present and proposed topography of the site and adjacent areas within 50 feet by

contour lines at an interval of not more than 5 feet, and by use of directional arrows, theproposed flow of storm water runoff from the siteLocation of existing and proposed structures (height and gross floor area noted), withdistance from property lines noted

� Location and dimensions of existing and proposed off-street parking and loading spaces,curb cuts, aisles, and walkways, with distance from property lines notedLocation, height, and material for screening walls and fences

� Type of surfacing and base course proposed for all parking area, loading areas, andwalkways

� Location of all existing and proposed water lines, hydrants, sanitary sewer lines andstorm drainage systems

� Existing and proposed public streets or rights-of-way, easements, or other reservationsof land on the site

� Location and method of screening of outdoor trash storage areas,o Location and size of all proposed signage � Location and height of proposed lighting facilities A Elevation views of all proposed buildings or structures, with building materials and

proposed colors noted )Q Indicate the ultimate development of the site and proposed development phases when a

site is to be developed in stages ,'4 Landscaping plan

♦ Required supplemental information

)t Describe the project in detail (Include: Size of all structures existing and proposed andany modifications to existing, type of business and associated storage/display, type of clientele, hours of operation, number of employees, number of customer seats if foodservice related, handling of deliveries, unique site characteristics, proposedmodifications to topography and/or drainage, development schedule, etc.)

.a_ Written summary explaining how the proposed use is compatible with the neighborhood� Written summary explaining If and how the proposed development will impact traffic

� Written statement as to why you feel the conditional use permit should be approved

� Other information as required

♦ Filing fee

SIGNATURE OF APPLICANT�✓� DATE s/4/4; ' ;

Planning case# ____ _

1612 7th Street NW

Faribault, MN 55021

LEGAL DESCRIPTION

Refer to attached Site Survey

DESCRIPTION OF PROPERTY SURVEYED

Parcel 1:

All that part of the East 330 feet of the SE 1/4 SW 1/4 of Sec. 25, THON, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows,

to wit: Beginning at a point on the East line of the said SW 1/4 of Sec. 25, 33.00 feet North of the SE corner of the said SW 1/4, said point being on the Northwesterly line of Seventh Street, in said City of Faribault; thence North along the said East line of the SW 1/4 of Sec. 25, 230.00 feet to the Southeasterly line of the Chicago,

Great Western Railroad Company Right-of-way; thence Southwesterly, along said Right-of-way line, deflecting to the left on a curve whose radius is 2814.93 feet, an arc distance f 118.37 feet; thence South parallel with, and 110.00 feet distant West of the East line of the SW 1/4 of Sec. 25, about 190.98 feet to the said

Northwesterly line of Seventh Street; thence Northeasterly along the said Northwesterly line to Seventh Street, 110.10 feet to the point of beginning.

Parcel 2:

That part of the SE 1/4 SW 1/4 and the SW 1/4 SE 1/4 of Sec. 25, T110N, R21W of the 5th P.M., Rice County, Minnesota, bounded as follows: on the Southeast by a line parallel with and distant 50.00 feet Southeasterly, measured at right angles and radially, from the center line of the main track of the Minnesota Central Railroad Company (later the Chicago Great Western Railway Company, now the Chicago and North Western Transportation Company), as said main track center line was originally located and established across said Sec. 25; on the Northwest by a line parallel with and distant 9.00 feet Southeasterly, measured at right angles and radially, from the center line of the main track of the Chicago and North Western Transportation Company (formerly the Chicago Great Western Railway Company), as

said main track is now located and on the East and West by lines parallel with and distant 135.3 feet and 708.0 feet, respectively, Westerly, measured at right angles, from the West line of U.S. Highway No. 65, as established by Easement Deed dated January 21, 1954, between the Chicago Great Western Railway Company and the

State of Minnesota.

Parcel 3:

All that part of the SW 1/4 SE 1/4 of Sec, 25, T110N, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows, to-wit: Beginning at

a point 33.00 feet North of the SW corner thereof; thence East, along the North line of Seventh Street Northwest in the said City of Faribault a distance of 410.00 feet; thence North a distance of 231.00 feet; thence East a distance of 135.00 feet to a point 461.52 feet West of the East line of Hulet Avenue in the said City of Faribault; thence North, parallel with the West line of said Hulet Avenue a distance of about 297.66 f<Jet to a point that is 8 chains and 51 links (or 561.66 feet) North of the

South line of said SW 1/4 of said Sec. 25; thence West a distance of 545.00 feet to a point in the West line of the said SW 1/4 SE 1/4 of said Sec. 25; thence South along the West line of said SW 1/4 SE 1/4 of said Sec. 25 a distance of 528.66 feet to the place of beginning.

EXEPTING THEREFROM the rights-of-wayof the following railroads, to-wit:

(No. 1) Minnesota Central Railway Company (now known as the Chicago Great Western Railway Company);

(No. 2) The Chicago, Milwaukee & St. Paul Railway Company (now known as the Chicago, Milwakee, St. Paul and Pacific Railroad Company) as the same are set out in

Warranty Deeds of Record in the office of the Register of Deeds in and for Rice County, Minnesota, in Book 48 of Deeds on Pages 97 and 98 and in Book 69 of Deeds on Pages 320, 321, and 322 respectively.

AND EXCEPTING THEREFROM the two following described parcels:

(No. 3) Part of the SE 1/4 of Sec. 25, T110N, R21 W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows: Beginning at the SW corner

of said SE 1/4; thence Northerly along the West line of said SE 1/4 33.00 feet; thence Easterly along the Northerly line of Seventh Street and parallel with the South

line of said SE 1/4 479.67 feet; thence Northerly at right angles to said South line of SE 1/4, 231.00 feet to the true point of beginning of the parcel to be herein described; thence Easterly parallel with said South line of SE 1/4 65.33 feet; thence Northerly at right angles to said South line 151.40 feet to a point in the Southeasterly right of way of the Chicago and Northwestern Railway Company; thence Southwesterly, along said Southeasterly railway right of way line, 67.41 feet;

thence Southerly, at right angles to said South line, 134.80 feet to said true point of beginning, more or less;

(No. 4) and all that part of the SW 1/4 SE 1/4 of Sec. 25, THON, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows, to-wit: Beginning at the SW corner of the SW 1/4 SE 1/4; thence Northerly along the West line f said SW 1/4 SE 1/4 (for purposes of this description, bearing of said West line

is assumed to bear North 00 degrees 00 minutes 00 seconds) a distance of 561.66 feet to the true point of beginning; thence North 89 degrees 28 minutes 30 seconds

East a distance of 506.90 feet to a point in said Northwesterly right of way line of the Chicago, Milwaukee, St. Paul & Pacific Railroad Company; thence Southwesterly

along said Railroad right of way line to a point in said West line of said SW 1/4 SE 1/4; thence North along said West line of said SW 1/4 SE 1/4 to said true point of beginning,

FURTHERMORE EXCEPTING the following described parcels:

(No. 5) All that property lying Northerly of the Chicago Milwaukee St. Paul and Pacific Railway Co., Railroad Right of Way, and

(No. 6) All that property lying Southerly and Easterly of the following described line, and its extensions:

Commencing at the SW corner of said SE 1/4; thence Northerly along the West line of said SE 1/4 33.00 feet; thence Easterly along the Northerly line of Seventh Street and parallel with the South line of said SE 1/4 410.00 feet to the point of beginning of the line to be herein described; thence Northerly, at a right angle to said

South line of the SE 1/4, to a point In the Southeasterly right of way of the Chicago and Northwestern Railway Company, and there terminating.

1612 7th Street NW

Faribault, MN 55021

PROJECT DESCRIPTION

The proposed scope of work at 1612 7th Street NW consists of modifying the interior of two existing

westerly buildings for 7,487 sf of self-storage space and 1,082 sf of office space. Exterior building

improvements consist of painting, door replacement, new accessibility, and dedicated parking areas

including accessible parking spaces. The existing metal panels at the easterly building shall also be

painted. Site improvements shall remove paved areas within the right-of way and at the southeast

corner of the site withing the Shoreland Overlay District and remove one curb cut access. New

bituminous shall be provided at the north for a maximum hard surface coverage within the 70%

allowance. The easterly buildings shall remain as warehouse and office use with its current tenant with

no change in use.

The area between buildings shall be fenced in with a new 6' tall chain link fence with privacy slats to

allow for (10) exterior self-storage spaces. The easterly portion of the property shall also be fenced in to

accommodate (60) exterior self-storage spaces. All spaces shall be on a paved surface. The fencing shall

be located at the edge of paved areas to prevent any storage on grassy areas. Exterior lighting at

outdoor self-storage areas shall be replaced with new LED downcast fixtures and security cameras to

monitor the area.

Anticipated hours of operation are from 6:00 am to 10:00 pm with card code access to storage areas.

The self-storage business will use an Ap based scheduling system. On occasion, a representative for the

self-storage business will meet with customers but this is not anticipated to be a full-time on-site

position.

1612 7th Street NW

Faribault, MN 55021

PROJECT STATEMENT

The self-storage use is considered an approved use within the currently zoned 1-2 district however a

Conditional Use Permit is required for the easterly portion of the site due to the proximity to the

Shoreland Overlay District.

The proposed self-storage use at the westerly buildings is similar in nature to the existing storage use.

The easterly building use of storage and office space will remain unchanged. Site fencing will be

provided at the edge of pavement to prevent storage of items on grassy areas.

The noted site and building improvements proposed are within city guidelines and allowable hard

surface coverage. We believe that providing the residents of the community with a secure and screened

location shall benefit all neighborhoods.

1612 7th Street NW

Faribault, MN 55021

PROJECT SUMMARY

The existing facility through all buildings on the property are currently used for storage and office space

with pavement around the building areas. The proposed use of interior self-storage area is well suited

for the existing site and facilities with minimal impact or change.

The exterior improvements of painting, fencing, lighting, and security will provide positive aesthetic

updates to the established component of the neighborhood. The self-storage use is not anticipated to

adversely affect traffic loads. Customers generally visit the storage areas infrequently and for brief

periods of time.

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Memorandum

TO: Andy Krenik, Principal Chris Gorder, Project Manager

FROM: Peter Waldock, Planning Coordinator

DATE: June 9, 2021

SUBJECT: Faribault Storage – 1612 7th Street NW

The Development Review Committee (DRC) met yesterday and reviewed

the site plan and Conditional Use Permit Application for Faribault Storage at 1612 7th St. NW. The DRC supports the applications and will recommend

approval with the following revisions / conditions:

Parking Layout. Revise the parking lot layout to meet Sec. 8-170 of the

UDO which requires a 20’ parking stall depth when adjoining a sidewalk that is under 7’ in width. The drive aisle can be reduced to 24’ at a

minimum. The plan shows the drive aisle over 30’ wide in this area, so there seems to be plenty of room to increase the painted stall length to 20’

as required. The 9’ stall widths meet the layout standards.

Public sidewalk. The property owner has the option to remove the public sidewalk south of the main building per the City Engineers memo of June 2,

2021, because it does not tie to any other public sidewalk in this area. If removed the disturbed area must be restored with topsoil and sod. The

owners may retain this sidewalk if they determined it is necessary for pedestrian access from the east parking lot to the west parking lot of the

site.

Pavement Removal. Pavement should be removed to meet the required 5’

setback on the east parking lot as noted in the City Engineers memo. This area should be restored with landscaping mulch or grassy ground cover

Accessible Entrance to East Building. The entrance from the east parking

lot into the main building does not appear to be ADA compliant. The should be reviewed and made accessible per the state standards.

Gravel in or near Trail Right of Way. The graveled area in the 10’ required

rear setback area (it may encroach into the trial right of way) north of the main building (as noted on plan mark up attached) should be removed and

the site restored with a grassy ground cover.

Memorandum Date: June 9, 2021

Page 2 of 2

Security Cameras. The Police Department recommends security cameras

at the main entrance to the storage yard and the northeast corner of storage area. Cameras should also be installed to cover the buildings.

Generally, cameras should be considered to cover as much of the outside storage areas as possible.

Enhanced fencing. The Police Department recommends that an angled

deterrent panel be added to the top of the fence (above the 6’ tall vertical portion of the chain-link fence). The DRC noted that barbed wire topped

fencing is allowed by City ordinances in this zoning district. Maximum fence height is permitted up to 12’.

Emergency Access.

• Emergency Vehicles. The Fire Department noted that there does not

appear to be access for emergency vehicles entering the site from 7th

Street to get to the north side of the buildings. Emergency equipment

access to the north side of the building should be provided if possible.• Lock Box/Keyed Access. The Fire Department will need a lock box or a

master key to unlock the gate for emergency entrance into the storageyard areas. Please contact Dustin Deinst, Fire Chief, at

[email protected] or at 507-333-0396 for details.

Rain Garden Stormwater Filtration. The MN DNR Regional Hydrologist for our area, is recommending that stormwater runoff be directed through a

rain garden for filtration if possible.

Requested Action: Please revise the site plan to address the comments above and resubmit by

June 17, 2021. The Planning Commission will hold a public hearing on this

application on June 21, 2021 at 7:00 PM. This will be a Zoom meeting under the governor’s emergency directives. The public hearing notice

including the Zoom meeting links are attached.

Please contact me at 507-333-0374 or [email protected] to discuss any issues or questions you may have.

Thank you.

Attachments:

• DRC Memo of June 8, 2021• City Engineers memo of June 2, 2021

• Site Plan with review notes.

mailto:[email protected]

mailto:[email protected]

TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South, Suite 100

Minneapolis, MN 55423

612.861.9636

Page 1

Peter Waldock, AICPPlanning Coordinator

City of Faribault June 15, 2021

208 NW 1st Avenue

Faribault, MN 55021

Re: CUP Application

Faribault Storage

1612 7th Street NW

Faribault, MN 55021

Dear Mr. Waldock,

Thank you for your time and assistance in coordinating the Conditional Use Permit application and

review for the proposed outdoor storage use at the above property. We have received your comments

and per our phone discussion, present the following replies and changes to the plan documents.

Revised plans dated 6-15-21 and clouded with Delta “C” are also attached.

1. Parking Layout: Parking stalls have been enlarged to 9’x20’ at the east parking lot where the stall

abuts a sidewalk or fence.

2. Public Sidewalk: The existing public concrete sidewalk along with the bituminous in the ROW along

7th Street NW will be removed and replaced with sod.

3. Pavement Removal: At the east parking lot, additional existing pavement will be removed and new

curb provided to the required 10’ setback along 7th Street NW. This area will be replaced with sod.

4. Accessible Entrance to East Building: We request that no additional accessibility be required at the

east building at this time due to the minimal nature of site improvements (parking stall striping and

reduction in bituminous) that are proposed for the east lot and that no interior improvements or uses

are being altered. With the existing conditions, providing accessibility would require removal of

existing sidewalks and pavement to provide a new sloped access walkway of approximately 24’-30’

long. The proposed self-service outdoor storage use will not have any business relationship to the

east building uses.

5. Gravel in or near Trail ROW: We request that the existing gravel area at the north trail ROW be

allowed to remain as is. This area is used for loading operations for the existing east building. This

area also serves as hard surface area for fire department access to the north. (Refer to discussion

with Fire Chief under Emergency Access comments listed below.)

6. Security Cameras: Security cameras are noted to be installed around building perimeter to oversee

outdoor storage area and building area.

7. Enhanced Fencing: An angled deterrent of barbed wire will be added to the top of the proposed

6’ high chain link fence along the perimeter.

TUSHIE MONTGOMERY ARCHITECTS

8. Emergency Access: In discussion with Fire Chief Dustin Deinst, we propose to leave the existing

gravel at the north area in tact to allow for fire department access. We will also provide (1)

additional swinging chain link gate at the north area to allow for fire apparatus access through the

site area. We will also provide a Knox Gate and Key switch at each rolling gate along 7th Street

(Knox model 3501). Provisions and installation will be coordinated with the fire department.

9. Rain Garden Stormwater Filtration: We propose to replace the existing bituminous pavement at the

southeast corner of the site with MNDOT #250 Prairie Grass seed.

Please let us know if you have any questions to the revised documents.

Sincerely,

Andrew Krenik

Principal

CC: Leon Endres, Owner

Jim Bystrzycki, Greystone Construction

X XX X X

X XX X XX

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

XX

X

X X

XX

XX

XX XX

XX XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

XX

XX XXXX XX

XX

XX

XX

XX

NEW CHAIN LINK FENCE W/ ANGLED TOP

5' OFF EDGE OF PAVEMENT

APPROXIMATE FLOOD

ZONE. SEPARATION LINE

PER FEMA FLOOD MAP.

10' - 0

"

10' - 0"

10' - 0"

10

' - 0"

EXISTING ONE-LEVEL BLOCK BUILDING.PROPOSED STORAGE FACILITY

EXISTING BRICK/BLOCK/METALINDUSTRIAL BUILDING

EXISTING

STRUCTURE

EXISTING WEIGH STATION

EXISTING

STRUCTURE

PR

OP

ER

TY L

INE

EXISTING CONCRETE

EXISTING GRAVEL

CHICAGO MILWAUKEE ST. PAUL & PACIFIC RAILROAD CO.

CHICAGO GREAT WESTERN RAILROAD CO.

EXISTING CONCRETE &

BITUMINOUS

EXISTING BITUMINOUS

PROPOSED PARKING

PR

OP

ER

TY L

INE

CREEK

9' -

0"

8' -

0"

(3)

CONCRETE

RAISED

CONCRETE

PLATFORM

RAISED CONCRETE PLATFORM

TANK

TANK TANK

TANK

TANK

TANK

TANK

MECH.

EXISTING

STRUCTURES

TANK

NEW GATED ENTRY

W/ CODE ACCESS OPERATOR

& FIRE DEPARTMENT GATE &

KEY SWITCH.

CONCRETE

CO

NC

RETE

OHD

OHD

OHD OHD

OHD

OHD

OHD

OHD

OHD

TRANSFORMER

C10' x 30'

B10' x 25'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

NEW GATED ENTRY

W/ ACCESS CODE &

FIRE DEPARTMENT GATE

& KEY SWITCH.

EXISTING BITUMINOUS

9' -

0"

B10' x 25'

B10' x 25'

B10' x 25'

A10' x 20'

A10' x 20'

A10' x 20'

A10' x 20'

A10' x 20'

A10' x 20'

A10' x 20'

A10' x 20'

A10' x 20'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

G10' x 35'

G10' x 35'

G10' x 35'

G10' x 35'

G10' x 35'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

C10' x 30'

NEW EXIT

& STAIR

SEE 7/A1.6

C10' x 30'

C10' x 30'

D10' x 35'

D10' x 35'

D10' x 35'

D10' x 35'

5' - 0" 40' - 0" 5' - 0"

REPLACE PAVEMENT & SIDEWALK WITH SOD.

NEW ADA RAMP

NEW EXTERIOR LIGHTING &

SECURITY CAMERAS.

SECURITY DESIGN BY OTHERS.

G.C. TO PROVIDE NECESSARY

INFRASTRUCTURE

NEW GATED ENTRY

W/ ACCESS CODE

9' -

0"

8' -

0"

(10)

9' -

0"

(7)

24

' -

10

"

STRIPE PARKING

PROPOSED REPLACEMENT OF REMOVED EXISTING

BITUMINOUS: 7,687 S.F.

NEW CONCRETE

CURB/GUTTER

MATCH EXISTING

C10' x 30'D

10' x 35'

NEW CONCRETE

NEW SOD

NEW MULCH

G100G100

G101

E10' x 40'

E10' x 40'

E10' x 40'

E10' x 40'

E10' x 40'

E10' x 40'

E10' x 40'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

A

10' x

20'

C10' x 30'D

10' x 35'

C10' x 30'D

10' x 35'

C10' x 30'D

10' x 35'

EXISTING

CONCRETE

NEW BITUMINOUS

24' M

IN.

NEW WALL PAC LED LIGHT

NEW WALL PAC

LED LIGHT

LIGHT TO

REMAIN

NEW WALL PAC

LED LIGHT

NEW WALL PAC

LED LIGHT

EXISTING LIGHTS

TO REMAIN

NEW WALL PAC

LED LIGHT

NEW EXTERIOR LIGHTING &

SECURITY CAMERAS.

SECURITY DESIGN BY OTHERS.

G.C. TO PROVIDE NECESSARY

INFRASTRUCTURE

7TH STREET NW

114' - 1 5/8"

4' - 1

0"

43' - 9

1/2

"

72

' -

0"

19' - 5 1/8"

20' - 0"

18' - 0"

20' - 0"

PLANT PRAIRIE GRASS

RAIN FILTRATION

HYDROSEED PRAIRIE

GRASS MIX

PROPOSED RAIN FILTRATION AREA:

PROVIDE TOP SOIL & HYDROSEED

MNDOT MIX #250 PRAIRIE GRASS MIX.

C

C

C

24' MIN.

NEW 16' WIDE GATE OPENING WITH

(2) 8' SWING GATES

A10' x 20'

10

' - 0"

C

17

' -

0"

C

5' -

0"

5' - 0"

NEW CHAIN LINK FENCE W/ ANGLED TOP

NEW CHAIN LINK FENCE

W/ ANGLED TOP

A

10' x

20'

24' MIN

.

D10' x 35'

C

PREPARED FOR

ISSUANCES

2021 Tushie Montgomery & Associates, Inc.©

PROGRESS SET #1

NO

T FO

R

CO

NSTR

UC

TIO

N

03/11/2021

ENDRES, LLC1505 River Shore Drive

Hastings, MN 55033Leon Endres

[email protected]

TUSHIE MONTGOMERY ARCHITECTS7645 Lyndale Avenue South Suite 100


PROJECT

ADDRESS

PHASE

PREPARED BY

PROGRESS SET #2 03/25/2021


6/1

4/2

02

1 4

:24

:22

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A1.1

Site Plan -Proposed

220084A

PERMIT

SCALE 1" = 20'-0"1SITE PLAN - PROPOSED

A 10'x20' 21

B 10'x25' 4

C 10'x30' 24

D 10'x35' 9

E 10'x40' 7

G 10'x35' W/ RV HOOKUP 5

UNIT SIZE QTY

TOTAL 70

STORAGE SPACES

N

SITE AREA . . . . . . . . . . . . . . 176,288 SF

HARD SURFACE AREA . . . . . . . . . 122,669 SF = 69.5%

BUILDING AREA . . . . . . . . . 53,466 SF

PAVEMENT AREA . . . . . . . . . 69,203 SF

PARKING

WEST BUILDING . . . 3 STALLS (1 ACCESSIBLE)

EAST LOT . . . . . . 17 STALLS (1 ACCESSIBLE)

SITE SUMMARY

Addendum C 06/15/2021

XX

X XX X X X X X

XX

XX

XX

OFFICE

100

UNCONDITIONEDSTORAGE

110

EXISTING

LOADING

RAMP

NEW RAILINGS

EXISTING RAMP

NEW STEEL RAMP

AND RAILING

NEW STEEL STAIR

AND RAILING

FD

NEW DOOR

CONDITIONEDSTORAGE

104

STORAGE

103

EXIST. MECH/ELEC

102

UNISEX

101

EXISTING RAMP

TO REMAIN

NEW METAL STAIR & EXIT

SEE 6/A1.6

NEW FENCE W/ GATE

@ PLATFORM

3' - 0"

ACCESSIBLE

AISLE SIGN

ACCESSIBLE

STALL SIGN

530 SF

2 OCC.

4,396 SF

9 OCC.

1,082 SF

8 OCC.

3,091 SF

6 OCC.

10

1' -

6 1

/4"

69' - 4"

TRA

VEL

DIS

TAN

CE

45' -

0"

TRA

VEL

DIS

TAN

CE

67' -

6"

TRAVEL DISTANCE

86' - 0"

NEW

EXIT SIGN

TRAVEL DISTANCE

51' - 0"

TRAVEL DISTANCE

76' - 6"

TRAVEL DISTANCE

66' - 0"

TRAVEL DISTANCE

66' - 0"

NEW

EXIT SIGN

NEW

EXIT SIGN

NEW EXIT SIGN

15

' - 0

" <

20

'

64

0.63

32

1.2

6

32

1.2

6

32

1.6

8

32

0.6 3

X ACTUAL OPENING WIDTH

X REQUIRED OPENING WIDTH(0.20 PER OCC.)

X NUMBER OF OCCUPANTS

13

' - 9

" <

20

'

PREPARED FOR

ISSUANCES


ALL ARCHITECTURAL AND ENGINEERING

DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW

RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED.

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA.

PRINT NAME

SIGNATURE

DATE 05/12/2021 LICENSE # 22920




[email protected]



PROJECT

ADDRESS

PHASE

PREPARED BY



PERMIT SET 05/12/2021

5/1

2/2

02

1 2

:45

:59

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A0.0

Cover Sheet

220084A

PERMIT

1. WORK TO BE DONE BY A LICENSED CONTRACTOR.2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL

EXISTING CONDITIONS, DIMENSIONS & LOCATIONS AND NOTIFYARCHITECT OF ANY DISCREPANCIES.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL MECHANICAL,ELECTRICAL, CIVIL AND STRUCTURAL ENGINEERING DESIGN, CERTIFICATIONS,AND CONSTRUCTION COORDINATION.

4. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CODES &STANDARDS.

5. COORDINATE & INSTALL ALL NECESSARY BLOCKING, SHIMS & BACKINGFOR FIXTURES, EQUIPMENT AND ACCESSORIES.

6. GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORECOMMENCING CONSTRUCTION.

7. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING AND SUPERVISING ALL SAFETY PROCEDURES,PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THEIR WORK.

8. THE WORD 'PROVIDE' AS USED IN THE DRAWINGS SHALL BE UNDERSTOOD TOMEAN FURNISHED AND INSTALLED.

9. SEPARATE ALL UTILITIES FROM ADJACENT WAREHOUSE BUILDING AND QUONSET.EACH TENANT SPACE SHALL BE PROVIDED WITH SEPARATE METERS.

10. MECHANICAL AND ELECTRICAL WORK SHALL BE DESIGN/BUILD ASPROVIDED BY GENERAL CONTRACTOR.

11. CONTRACTOR SHALL COORDINATE ALL WORK AND REQUIREMENTS WITHTENANT AND OWNER.

12. DATA & LOW VOLTAGE DISTRIBUTION BY TENANT. CONTRACTOR TOPROVIDE EMPTY BOXES WITH PULL STRING BASED UPON TENANT'SLAYOUT. COORDINATE LOCATION W/ TENANT.

13. CONTRACTOR TO PROVIDE SPECIAL INSPECTIONS AS CALLED FOR BY CITY ANDSTRUCTURAL ENGINEER

14. CONTRACTOR TO PROVIDE SHORING PLAN FOR ALL NEW OPENINGS.15. STORAGE UNIT DESIGN & CONSTRUCTION TO BE PROVIDED BY OTHERS. G.C. TO

COORDINATE INSTALLATION SCHEDULES16. TEST MASTIC & TILE FOR ASBESTOS. ABATE ANY ASBESTOS PER REGULATIONS.

1.1 PROVIDE NEW TENANT BUILD OUT AS SHOWN.1.2 REFER TO DEMO PLAN AND NOTES.1.3 REFER TO LIST OF ALTERNATES FOR SEPARATE PRICING.1.4 GENERAL CONTRACTOR TO PROVIDE FOR WINTER CONDITIONS IF

REQUIRED FOR CERTIFICATE OF OCCUPANCY DURING WINTER CONDITIONS.

2.1 REMOVE ALL NOTED WALLS, DOORS, FRAMES, FINISHES & ASSOCIATED HVAC, ELECTRICAL, PLUMBING & FIRE PROTECTION IN AREAS OF DEMO.

2.2 CAP ABANDONED PLUMBING LINES.2.3 REFER TO DEMO PLAN AND DEMO NOTES.2.4 PROVIDE NEW EXTERIOR OPENINGS AS SHOWN. GENERAL CONTRACTOR TO

PROVIDE ENGINEERED DETAILS AND CERTIFICATIONS.2.5 REPLACE BITUMINOUS W/ SOD AND MULCH AS NOTED ON SITE PLAN

3.1 PATCH CONCRETE FLOOR @ REMOVED WALLS AND DAMAGED AREAS.3.2 PREP CONCRETE FLOORS FOR NEW FINISHES.3.3 TRENCH NEW PLUMBING LINES FOR NEW RESTROOMS. PATCH

CONCRETE WITH COMPRESSIVE STRENGTH TO MATCH EXISTING.3.4 PROVIDE NEW CONCRETE SONOTUBE SUPPORTS TO FROST LEVEL @

NEW ADA WALKWAY & STEEL STAIRS3.5 PROVIDE NEW CURB, GUTTER AND SIDEWALK AS NOTED ON SITE PLAN

7.1 PROVIDE BATT OR RIGID INSULATION AT NOTED WALLS.7.2 PROVIDE NEW WEATHERSTRIPPING/SEALS AT ALL NEW EXTERIOR DOORS7.3 PROVIDE ASPHALT COATED COPPER THROUGH-WALL FLASHING AT ALL NEW

EXTERIOR OPENINGS7.4 PROVIDE WEEP VENTS AT ALL NEW OPENING HEADERS.

8.1 REFER TO DOOR SCHEDULE & ELEVATIONS FOR NEW DOORS. 8.2 PROVIDE NEW STAINED SOLID CORE WOOD DOORS.8.3 PROVIDE NEW INSULATED METAL DOORS. 8.4 PROVIDE NEW PAINTED HOLLOW METAL FRAMES.8.5 PROVIDE NEW INSULATED PRE-FINISHED WHITE OVERHEAD DOOR

WITH 2 WINDOWS. PROVIDE AUTOMATIC OPERATOR8.6 PROVIDE NEW ADA LEVER HARDWARE @ ALL NEW & EXISTING DOORS.

9.1 REFER TO FINISH SCHEDULE FOR LOCATIONS OF MATERIALS9.2 PROVIDE SECOND LOOK REVEALED EDGE CEILING TILE & GRID.9.3 PROVIDE ONE PRIMER COAT AND TWO FINISHING COATS OF SATIN PAINT

AT NEW & EXISTING HM FRAMES.9.4 TAPE AND SAND SMOOTH ALL GYP WALLS RECEIVING PAINT. PROVIDE ONE PRIMER

COAT AND TWO FINISHING COATS AT PAINTED GYP WALLS. 9.5 PAINT EXTERIOR AS NOTED.9.6 PAINT METAL PANELS @ MAIN WAREHOUSE BUILDING WEST, SOUTH & EAST9.7 PAINT ALL WALLS @ STORAGE 104

GENERAL NOTES

CONSTRUCTION NOTES 01 GENERAL REQUIREMENTS

02 SITE WORK/DEMO

03 CONCRETE

04 MASONRY

05 METALS

06 WOOD AND PLASTIC

07 THERMAL AND MOISTURE PROTECTION

08 DOORS & WINDOWS

09 FINISHES

10 SPECIALTIES 10.1 PROVIDE ADA SIGNAGE AT NEW RESTROOM10.2 PROVIDE ADA COMPLIANT TOILET ACCESSORIES AND GRAB BARS AT NEW

RESTROOMS.10.3 PROVIDE 6' HIGH CHAIN LINK FENCING WITH VINYL PRIVACY SLATS. PROVIDE

(2) 16' SLIDING GATES & (1) 3' SWINGING GATE. GATES TO BE CODED

11 EQUIPMENT

12 FURNISHINGS

13 SPECIAL CONSTRUCTION 14 CONVEYING EQUIPMENT

15 MECHANICAL 15.1 PROVIDE ADA RESTROOMS W/ ADA TOILETS AND ASSOCIATED ADA

ACCESSORIES & GRAB BARS @ NEW RESTROOM.15.2 PROVIDE (1) PROCELAIN WALL-MOUNTED SINK @ NEW RESTROOM.15.3 MODIFY HVAC, AND PLUMBING DISTRIBUTION FOR NEW LAYOUT. 15.4 PROVIDE ONE FLOOR DRAIN AT NEW RESTROOM.15.5 PROVIDE POWER EXHAUST AT NEW RESTROOM.15.6 PROVIDE HVAC @ STORAGE 104. EXTEND DISTRIBUTION FROM

EXISTING FURNACE. AC @ 75 DEGREES & HEAT @ 65 DEGREES15.7 PROVIDE NEW FURNACE/AC & HVAC DISTRIBUTION TO SUPPLY STORAGE 104

WITH HVAC

16 ELECTRICAL 16.1 PROVIDE LED LIGHTING THROUGHOUT ROOMS 100, 102-110. PROVIDE

DIRECT/INDIRECT 2x4 LED LIGHT @ RESTROOM 101.16.2 COORDINATE POWER REQUIREMENTS AND DISTRIBUTION WITH TENANT. 16.3 MODIFY ELECTRICAL POWER AND LIGHTING DISTRIBUTION FOR NEW LAYOUT.16.4 PROVIDE EXIT LIGHTS & EMERGENCY LIGHTING PER CODE THROUGOUT SPACES.16.5 PROVIDE EXTERIOR LIGHTING AND POWER FOR SECURITY CAMERAS16.6 PROVIDE POWER TO ALL CHAIN LINK GATES16.7 PROVIDE POWER FOR NEW OVERHEAD DOOR

4.1 PROVIDE SMOOTH FACE CMU INFILL WALLS @ REMOVED DOORS.4.2 REPAIR DAMAGED EXISTING CMU AS NEEDED.

5.1 PROVIDE PAINTED STEEL ACCESSIBLE WALKWAY WITH GUARDRAILS & HANDRAILS @ ENTRY.

5.2 PROVIDE PAINTED STEEL STAIR WITH GUARDRAILS &HANDRAILS @ COLD STORAGE.

CODE INFORMATION: IBC 2018; MN BC 2020

TYPE OF CONSTRUCTION . . . . . . . . . . . III-BTOTAL BUILDING FOOTPRINT AREA . . . . . . . . 9,099 SFBUILDING IS NOT SPRINKLEREDSINGLE STORY BUILDING

IBC TABLE 506.2 . . . . . . . . B OCCUPANCY S-1 OCCUPANCYNS ALLOWABLE AREA: 19,000 SF 17,500 SF

TOTAL ALLOWABLE AREA: 19,000 SF 17,500 SF

IBC SECTION 508.3.2 USING S-1 OCCUPANCY AS MOST RESTRICTIVE(NONSEPARATED OCCUPANCIES) OCCUPANCY FOR ENTIRE BUILDINGIBC SECTION 508.3.3 NO SEPARATION REQUIRED.

BUILDING AREA OF 9,099 SF < 17,500 SF

AREA CALCULATION AREA OCCUPANCY OCC. LOAD OCC. LOADTYPE FACTOR

PROPOSED STORAGE 7,487 SF S-1 500 15

OFFICE 1,082 SF B 150 8

MECH/UTILITY 530 SF S-1 300 2

TOTAL TENANT AREA 9,099 SF 25

CODE ANALYSIS

EXIT ACCESS REQUIREMENTSIBC TABLE 1006.2.1:

COMMON PATH OF EGRESS TRAVEL < 100'DISTANCE PROVIDED < 100'

IBC TABLE 1006.2.1:ONE EXIT REQUIRED @ B OCC. (8 OCCUPANTS < 49)

ONE EXIT PROVIDEDONE EXIT REQUIRED @ S OCC. (17 OCCUPANTS < 29)

THREE EXITS PROVIDEDIBC 1007.1.1

SEPARATE DISTANCE BETWEEN EXITS W/OUT AUTOMATICSPRINKLERS SHALL BE > 1/2 DIAGONAL DISTANCE

DISTANCE PROVIDED > 1/2IBC TABLE 1017.2:

MAXIMUM TRAVEL DISTANCE W/OUT AUTOMATIC SPRINKLERS200' MAX. @ B (MAX. < 200')200' MAX. @ S (MAX. < 200')

IBC TABLE 2902.1: PLUMBING CALCULATIONSOFFICE: 1,082 SF/ 150= 8MECH/UTILITY: 530 SF/ 300= 2STORAGE: 7,487 SF/ 500= 15

REQUIRED FIXTURES WC LAVOFFICE 8/25= 0.32 8/40= 020MECH/UTILITY 2/100= 0.02 2/100= 0.02STORAGE 15/100= 0.15 15/100= 0.15TOTAL REQUIRED 0.49 0.37

IBC SECTION 2902.2, EXC. #2:SEPARATE FACILITIES NOT REQUIRED WITH 25 OR FEWER OCCUPANTS.

DRINKING FOUNTAIN:OCCUPANT LOAD OF 25<50 NOT REQUIRED

SERVICE SINK:(1) SERVICE SINK WITHIN TENANT SPACE PROVIDED.

SCALE 3/32" = 1'-0"1EGRESS PLAN

N

1

2222

EXISTING ONE-LEVEL BLOCK BUILDING.PROPOSED STORAGE FACILITY

EXISTING MULTI-LEVELBRICK/BLOCK/METALINDUSTRIAL BUILDING

EXISTING STRUCTURE

EXISTING WEIGH STATION

EXISTING STRUCTURE

PR

OP

ER

TY L

INE

EXISTING CONCRETE

EXISTING GRAVEL


CHICAGO GREAT WESTERN RAILROAD CO.

APPROXIMATE FLOOD

ZONE. SEPERATION LINE

PER FEMA FLOOD MAP.

PROPERTY SETBACK

CREEK

EXISTING CONCRETE

RAISED

CONCRETE

PLATFORM

TANK

TANK TANK

TANK

TANK

TANK

TANK

MECH.

EXISTING

STRUCTURES

OHD

RAISED

CONCRETE

PLATFORM

OHD

OHD OHD

OHD

OHD

OHD

OHD

TANK

OHD

EXISTING CONCRETE

& BITUMINOUS

EXISTING BITUMINOUS

CONCRETE

CO

NC

RETE

TRANSFORMER

3

3

3 3

3

3 3

PROPOSED REMOVAL OF BITUMINOUS

IN FLOOD ZONE - 1,900 S.F.

4

5

EXISTING TREE

TO REMAIN

6

6

LIGHTS TO REMAIN

LIGHT TO REMAIN

7

7

7

7

77

77

7

7

PREPARED FOR

ISSUANCES










PRINT NAME

SIGNATURE

DATE 05/12/2021 LICENSE # 22920




[email protected]



PROJECT

ADDRESS

PHASE

PREPARED BY




5/1

2/2

02

1 2

:46

:00

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A1.0

Site Plan - Demo

220084A

PERMIT

SCALE 1" = 20'-0"1SITE PLAN - DEMO

1

2

REMOVE BITUMINOUS PAVING IN PEDESTRIAN RIGHT OF WAY

REMOVE CONCRETE SUPPORTS TO BELOW GRADE UNLESS FULL REMOVAL IS MORE COST EFFECTION

DEMOLITION NOTES

N

3 REMOVE BRUSH ADJACENT TO BUILDING

4 REMOVE BITUMINOUS SURFACE

5 REMOVE CONCRETE CURB CUT AND GUTTER & ASSOCIATED PAVING

6 REMOVE SOD/ GRADE FOR NEW BITUMINOUS

7REPLACE EXISTING LIGHT WITH NEW LED FIXTURE

First Floor100' - 0"

Roof A115' - 3"

Quonset Level98' - 6"

Grade Level96' - 0"

GAS METER

ELETRIC METER

PATCH QUONSET & ANNEX AS NEEDED. CLEAN AND PREP CLEAN AND PREP CMUCLEAN AND PREP CMU

REMOVE PORTION OF

WALL FOR NEW EXIT

PATCH METAL PANELS @

DOCK STRUCTURE


Roof A115' - 3"


Grade Level96' - 0"

PATCH QUONSET AS NEEDED. CLEAN AND PREP

CLEAN AND PREP CMU

REMOVE

RAILINGS

REMOVE

CONCRETE STEPS


Roof A115' - 3"


Grade Level96' - 0"

CLEAN AND PREP CMU

REMOVE AND INFILL

OVERHEAD DOOR

REMOVE

CONCRETE STAIR

AND RAILINGS

REMOVE WOOD BUMPER

REPLACE LIGHTS W/ LED WALL PACREMOVE CMU

FOR NEW EXIT

REMOVE & REPLACE OHD

EXISTING WINDOW AND DOOR

REPLACE LIGHT W/

LED WALL PAC

PAINT QUONSET - PNT-1

PAINT CMU - PNT-1

NEW STEEL ADA WALKWAY AND

PAINTED METAL GUARDRAIL - PNT-3

NEW STEEL STAIR AND PAINTED

METAL GUARDRAIL & HANDRAILS. -

PNT-3 - SEE RAILING ELEVATIONS

PNT-1 @ METAL PANEL

EXISTING WALL TO REMAIN - NO PAINT

PNT-1 @ CMU

NEW STAIR

AND RAILING - PNT-1

NEW ENTRY AND

ENCLOSURE - PNT-1

9

A1.6

2

A1.6

4

A1.6

PNT-2 @ UPPER CMU BAND

PNT-2 @ PRECAST

NEW LED WALL PAC

PAINT METAL PANEL

PNT-1

PROPOSED BACKLIT BUILDING SIGNAGE BY

OTHERS. G.C. TO PROVIDE ELECTRIC ROUGH-IN

NEW PAINTED METAL

GUARDRAIL - PNT-3

5

A1.6PNT-2 @ UPPER CMU PNT-2 @ PRECASTPNT-1@ CMU

INFILL CMU WALLREPLACE LIGHTS W/

LED WALL PAC REPLACE LIGHTS

W/ LED WALL PAC

PNT-1

NEW STEEL

WALKWAY - PNT-3

PNT-1 @ CMU

PNT-1@ METAL PANEL

PNT-1 @ CMU

PNT-1 @ METAL PANEL

PAINT QUONSET - PNT-1PNT-2 @ UPPER CMU

PNT-2 @ UPPER CMU PNT-1@ CMU

PREPARED FOR

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ADDRESS

PHASE

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5/1

2/2

02

1 2

:46

:08

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A1.4

Building Elevations

220084A

PERMIT

SCALE 1/8" = 1'-0"4EXISTING WEST ELEVATION

SCALE 1/8" = 1'-0"1EXISTING NORTH ELEVATION

SCALE 1/8" = 1'-0"2EXISTING SOUTH ELEVATION

SCALE 1/8" = 1'-0"3EXISTING EAST ELEVATION

SCALE 1/8" = 1'-0"5PROPOSED NORTH ELEVATION

SCALE 1/8" = 1'-0"6PROPOSED SOUTH ELEVATION

SCALE 1/8" = 1'-0"7PROPOSED EAST ELEVATION

SCALE 1/8" = 1'-0"9PROPOSED WEST ELEVATION

REMOVE CMU FOR NEW EXIT

PAINT EXISTING MTL. PANEL - PNT-1

PAINT

EXISTING

MTL. PANEL -

PNT-1

FINISH SCHEDULE

PNT-1: TBD

PNT-2: TBD

PNT-3: TBD

SCALE 1/8" = 1'-0"8PROPOSED NORTH ELEVATION B

2

A1.6

2 PIPE GUARDRAIL W/ HANDRAIL

3' -

6"

2' -

0"

GUARDRAIL

2

A1.6

2 PIPE GUARDRAIL W/ HANDRAIL

GUARDRAIL W/ HANDRIALGUARDRAIL

5' - 0"

1' - 0"

HANDRAIL ATTACHED TO RAMP STRUCTURE

PREPARED FOR

ISSUANCES










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ADDRESS

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PREPARED BY




5/1

2/2

02

1 2

:46

:09

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A1.4.1

ADA RampElevations

220084A

PERMIT

SCALE 1/4" = 1'-0"1WEST RAMP RAILING ELEVATION A

SCALE 1/4" = 1'-0"2WEST RAMP RAILING ELEVATION B

SCALE 1/4" = 1'-0"3EAST RAMP RAILING ELEVATION

SCALE 1/4" = 1'-0"4WEST RAMP RAILING ELEVATION C

XX

X XX X X X X X

XX

XX

XX

936 SF

OFFICE

EXISTING

SWITCH

GEAR AND

PANELS

3146 SF

UNCONDITIONEDSTORAGE

EXISTING

LOADING

RAMP

NEW DOOR

NEW RAILINGS

INFILL OPENING

EXISTING RAMP

NEW STEEL ADA RAMP AND RAILING

NEW STEEL STAIR

AND RAILING

STORAGE UNIT SUMMARY

COLD STORAGE BUILDING

WARM STORAGE BUILDING

TOTALS

9

200 SF 150 SF 100 SF 75 SF 50 SF 25 SF # OF UNITS UNIT AREA

3 3 4 4 3 26

2,000 SF4 3 4 2 3 2 18

13 6 6 7 6 4 44

3,575 SF

5,575 SF

EXISTING MECH/ELEC RM.

NEW OVERHEAD DOOR

7

A1.4

9

A1.4

6' - 0 1/8"

5' - 4"

5' -

2 3

/8"5' - 0"

5' - 0"

6' -

2"

EXISTING

RAMP

NEW METAL STAIR

& EXIT

3' - 0"EXISTING DOOR

NEW CHAIN LINK FENCE

1

A1.4.12

A1.4.1

3

A1.4.1

4

A1.4.1

8

A1.4

PREPARED FOR

ISSUANCES










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PROJECT

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PHASE

PREPARED BY




5/1

2/2

02

1 2

:46

:10

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A1.5

Proposed StorageLayout

220084A

PERMIT

SCALE 1/8" = 1'-0"1First Floor - Proposed Storage Layout

N

2

A1.6

4

A1.6

40' - 0"

PAINTED METAL

GUARDRAIL &

HANDRAIL - PNT-3

NEW LED WALL PAC PNT-1 @ CMUPNT-2 @ UPPER CMU

2

A1.6

4

A1.6

40

' - 0

"5

' - 0

"

4' - 0" 4' - 0"

8' - 0"

[No Slope]

FD

101A

UNISEX

S3

S1S10

EXISTING EDGE OF CONCRETE

A1.6

3 5.0

% M

AX

5.0

% M

AX

1

A1.4.1

2

A1.4.1

3

A1.4.1

4

A1.4.1

STEEL PERFERATED METAL RAMP

CONCRETE SONOTUBES TO

FROST LEVEL

PAINTED METAL 2 PIPE

GUARDRAIL & HANDRAIL

PAINTED METAL

GUARDRAIL & HANDRAIL

STEEL STAIR

5 1

/4"

5 1

/4"

5 1

/4"

5 1

/4"

5 1

/4"

5 1

/4"

5 1

/4"

4 1

/8"

3' -

6"

EDGE OF

PLATFORM3"

7' -

0"

7' -

2"

3' - 4"

2" 2"

A

1SCWD

7' -

0"

3' - 0"

GLAZING

1/4" CLEAR TEMPERED

A

HM

3HM

7' -

0"

3' - 0"

2HM/STL

7' -

0"

3' - 0"

7' -

0"

7' -

4"

3' - 4"

2" 2"

BHM

@ EXTERIOR

A

6" 6"

2' -

6"

6"

10

' - 0

"

8' - 0"

4STL

B B

1/4" CLEAR TEMPERED

B

7' -

0"

FD

A

B

8' - 0"

CLEAR

5' - 0"

SD

PTHTPH

SND

MAINTAIN 30"x48"CLEAR SPACE @ SINK

MAINTAIN 60"x78"CLEAR SPACE @TOILET

60" MIN. DIA.TURNING SPACE

MIRROR

PROVIDE PLUMBING STUBS IN WALLSFOR FUTURE RESTROOM

PAINT

PT WAINSCOTWET WALLS ONLY

6" COVE PT BASE TPH

AREA

24" x 36"MIRROR

INSUL. PIPES

WALL HUNG SINKW/ ADA FAUCET

AB

54" MIN.

42" MIN.

39"-41"

12" MAX.

SE

AT

17

"-1

9"

1 1

/2"

MIN

.

18

" M

IN.

24" MIN.

42" MAX.

33

"-3

6"

39

"-4

1"

18

" M

IN.

12" MIN.24" MIN.

16"-18"

17

"-1

9"

33

"-3

6"

SIN

K R

IM

2' -

10

"

40

" M

AX

.

4' -

0"

PTH

TOILET LEVERON OPEN SIDE

36" MIN.

S.S. GRAB BARS

SND

TPH

5' -

4"

MIN.

1' - 3"

SD

5' -

4"

O.C

.4

"

1' - 0"

5' - 0"

2' - 9"

11"

34

"-3

8"

EXTERIOR WALL

DOOR THRESHOLDPROVIDE 1/2" MAXIMUM HEIGHT

DIFFERENTIAL VETWEEN STAIRLANDING AND DOOR

THRESHOLD

STL. POST SUPPORTSCLOSED RISER (TYP).

PATCHBITUMINOUS

12" DIA. SONOTUBECONCRETE FOOTING;EXTEND BELOW FROST.

CHANNEL STRINGERSW/ GRIP STRUTTREADS & LANDING;FASTEN STAIR TO WALL

1 1/2" DIA. PIPE GUARDRAIL

1 1/2" DIA. PIPE HANDRAIL

1 1/2" DIA. PIPE

VERTICAL BALUSTERS SPACEDTO PREVENT A 4" DIA. SPHEREFROM PASSING THRU.

MIN.

5' - 4"

5' -

0"

3T

@1

1"

= 2

'-9"

1'-6" MIN.

1' -

0"

4"

1 1/4" STL. TUBING

EXTERIOR WALL

3' -

6"

EXISTING FOUNDATION TO REMAIN

DORMER WALL

CORRUGATED METAL PANEL SIDING

AIR BARRIER

EXTERIOR GYPSUM SHEATHING

6" METAL STUD W/ R-21 BATT INSUL.

VAPOR BARRIER

5/8" TYPE "X" GYP. BD.

NEW OPENING IN EXISTING QUONSET -

REMOVE ROOFING & PURLINS -

REINFORCE AS NEEDED

10

A1.6

DORMER ROOF

CORRUGATED METAL ROOFING

ROOFING UNDERLAYMENT

3/4" EXTERIOR-GRADE PLYWOOD DECKING

8" METAL CHANNEL JOIST W/ BATT INSUL.

VAPOR BARRIER

5/8" TYPE "X" GYP. BD.

INFILL CRICKET W/ FLASHING

AND SEALANT

NEW STEEL STAIR

4' - 0"

9

A1.6

6' - 2 1/2"

9

A1.6

10

A1.6

4' -

0"

5' - 0"

EXISTING QUONSET

PREPARED FOR

ISSUANCES










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DATE 05/12/2021 LICENSE # 22920




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PROJECT

ADDRESS

PHASE

PREPARED BY




5/1

2/2

02

1 2

:46

:13

PM

FARIBAULT

STORAGE

1612 7TH ST NW

FARIBAULT, MN 55021

A1.6

Sections & Details

220084A

PERMIT

SCALE 1/4" = 1'-0"8ADA RAMP/STAIR ELEVATION

SCALE 1/4" = 1'-0"1ENLARGED PLAN

SCALE 3/8" = 1'-0"2SECTION @ RAMP

SCALE 3/8" = 1'-0"4SECTION @ STAIRS

SCALE 1 1/2" = 1'-0"5STEEL RAILING PROFILE

DOOR SCHEDULENO SIZE DTL MAT DTL HDW RATINGMAT

DOOR FRAMEREMARKS ALT.

ROOM FINISH SCHEDULENO LOCATION FLOOR REMARKS ALT.BASE WALLS CEILING

LOCATION

V - VINYL CONC - CONCRETE EP GRIT - EXPOXY NON-SKID GRIT FRP - FIBER REINFORCED PANELSPNT - PAINT PC - POLISHED CONCRETE EPOXY - EPOXY FLOOR COATING SCWD - SOLID CORE WOOD DOORCPT - CARPET SC - SEALED CONCRETE VT - VINYL CEILING TILE STL - STEEL OVERHEAD DOORCT - CERAMIC TILE VCT - VINYL COMPOSITE TILE ACT - ACOUSTIC CEILING TILE C - COMPOSITE DOORPT - PORCELAIN TILE LVT - LUXURY VINYL TILE VWC - VINYL WALL COATING ETR - EXISTING TO REMAINALUM - ALUMINUM HM - HOLLOW METAL ME - MATCH EXISTING CL - CHAIN LINK

100UNISEX

3'-0" x 7'-0" SCWD 1 HM A3'-0" x 7'-0" SCWD 1 HM A

- - - -3'-0" x 7'-0" 3 HM B

PRIVACYENTRY

3 B

101A

102A

103A

104A

104B

UNISEX

MECHANICAL

STORAGE

STORAGE

STORAGE

SC PT/PNT 1 ACT

3'-0" x 7'-0" HM

-

SCALE 1/4" = 1'-0"6DOOR & FRAME TYPE

HMHM

SCALE 1/4" = 1'-0"3UNISEX RESTROOM

101102

ETR, ADA LEVERINSULATEDINSULATED

103104110

OFFICE

MECH/ELECSTORAGESTORAGESTORAGE

PTCONC - PNT PNT

ETR ETR ETR ETRETR ETR ETR ETR

CONC - PNT ETRETR ETR ETR ETR

104C STORAGE

SCALE 1/4" = 1'-0"7NEW STEEL STAIR

104D STORAGE

PT TO 64" - ALL WALLS

#1, #2

- - - - - -100A OFFICE ETR

- - - - - -102B MECHANICAL

-

ETR, ADA LEVER

ENTRYENTRY

PR 3'-0" x 7'-0" HM 3 HM A PASSAGE INSULATED8'-0" x 10'-0" STL 4 - - - INSULATED OHD - OPENER

110A COLD STORAGE 3'-0" x 7'-0" HM 3 HM A ENTRY INSULATED

110B COLD STORAGE - - - - - - ETR

SCALE 1/4" = 1'-0"9SECTION @ DORMER

SCALE 1/4" = 1'-0"10CROSS SECTION @ DORMER

SCALE 1/4" = 1'-0"11PLAN @ DORMER

G100

G101

EXTERIOR GATE

EXTERIOR GATE

16'-0" x 8'-0"

G100 EXTERIOR GATE 16'-0" x 8'-0"4'-0" x 8'-0"

KEY CODEKEY CODEKEY CODE

Addendum A 04/08/2021

C=6.84

CB=N67°37'44"E

R=2814.93

Δ=0°08'21"

6.84

C=376.23

CB=N71°49'25"E

R=2855.93

Δ=7°33'12"

376.50

44.4

8N

00°4

0'35

"E

N75°36'01"E 224.38

S00

°40'

35"W

42.4

6

N75°36'01"E

6.62

S00

°07'

25"E

134

.48

S89°52'35"W 69.67

S00

°07'

25"E

231

.00

S89°52'35"W 410.00

S89°52'35"W0.86

N00

°24'

41"E

190

.97

TANK

TANK TANK

TANK

TANK

TANK

TANK

TANK

SCALE

DO

CK

RAMP

32.3

33.5 13.2

13.4

13.0

48.3

20.5

12.4

1.2 76.7

27.9

44.9

27.9

15.8

27.4

16.6

27.4

33.3

60.0

41.0

11.6 29.0

23.2

8.0

32.8

36.0

25.6

44.8

36.1

0.5

1.0

0.2

63.4

141.2

72.8

24.118.0 13.1

78.0

44.18.1

56.2

6.0

10.0

120.

0

50.1

120.

0

31.7

5.9

31.8

9.3' X 9.3' BrickWeigh StationBuilding

Multi-LevelBrick/Block/MetalIndustrial BuildingFoundation Area=47,445 sq. ft. +/-

Existing One-LevelBlock BuildingFoundation Area=6,005 sq. ft. +/-

Gravel

Garden

Snow

Pile

6" W.M. (Per Rec.)12" D.I.P. W.M. (Per Rec.)

12" VCP

8" V

CP

12" VCP 27" PVC10" PVC

21" PVC

12"

RCP

18" RCP 18" RCP

24"

RCP

24"

RCP

24" RCP

CRO

CKER

S

CREE

K

7TH ST NW (A Public R/W)

PARK

AVE

NW

(A P

ublic

R/W

)

WIL

SON

AVE

(A P

ublic

R/W

)

LYN

DALE

AVE

N (

CO

. RD

. N

O.

21)

(F.K

.A.

U.S

. H

WY

NO

. 65

)

(CO. RD. NO. 11) Box

Cul

vert

SE Corner of the SW 1/4 ofSec. 25, Twp. 110, Rng. 21(Falls on Manhole)

Appr

ox. Fl

ood

Zone

Sepa

ratio

n Li

nes

Per

FEM

A Fl

ood

Map

ZONE X

ZO

NE

X (

Oth

er F

lood

Are

a)

ZONE X

FLO

ODW

AY A

REA

IN Z

ONE

AE

ZONE X

Approx. Flood Zone

Separation Lines

Per FEMA Flood M

ap

ZONE X (O

ther Flood Area)

ZONE X

ZO

NE

X(O

ther

Flo

od A

rea)

ZONE AE

S87°57'56"W 109.24

33.0

0

Exis

ting

Gar

age

ExistingBuilding

The W Line of the SE 1/4 &The E Line of the SW 1/4of Sec. 25, Twp. 110, Rng. 21

Line Parallel With &Distant 708.00 FeetW'ly From the W Line ofU.S. Hwy No. 65

Right of Way Line7th St NW

Line Parallel With &Distant 110.00 FeetW'ly From the E Line ofthe SE 1/4 of Sec. 25,Twp. 110, Rng. 21

Centerline of the Minnesota Central Railroad Company

(Later the Chicago Great Western Railway Company,

now the Chicago and North Western Transportation Company)

SE'ly Right of Way Line of the Chicago,Great Western Railroad Company

PARCEL

1

PARCEL 3

PARCEL 2

Line Parallel With &

Distant 135.30 Feet

W'ly From the W Line of

U.S. Hwy No. 65

W L

ine

of U

.S.

Hw

y N

o. 6

5

S Line of the SW 1/4of Sec. 25, Twp. 110, Rng. 21

Line

Par

alle

l With

&D

ista

nt 4

61.5

2 Fe

etW

of

the

W L

ine

ofH

ulet

Ave

135.00

65.33

231.

00

479.67

Line 8 Chains 51 Links (561.66 Feet) N of the S Lineof the SE 1/4 of Sec. 25, Twp. 110, Rng. 21

297.

66

540.30 (545.00 Deed)

507.30 (506.90 Deed)

561.

66

Gas Line Approx Per Rec.

Sewer and Water ServicesApprox. Per Rec.

6" VCP (

Per R

ec.)

8" DIP

12" San. (Per Rec.)

12" VCP

6" VCP (Per Rec.)

Conc. Supports

P.I.D.: 1

825378005

Address: Unavailable

Owner: City of Fa

ribault

P.I.D.: 1825375005Address: 1704 7th St NWOwner: Michael & Kristina Knapp

P.I.D.: 1825450009Address: 1510 7th St NWOwner: Faribaut Grill Inc

P.I.

D.:

182

5450

011

Add

ress

: 72

8 Ly

ndal

e Ave

NO

wne

r: R

T Pr

oper

ty L

LC

P.I.

D.:

182

5450

010

Add

ress

: 72

8 Ly

ndal

e Ave

NO

wne

r: R

T Pr

oper

ty L

LC

P.I.D.: 1825450012

Address: N/A

Owner: City of Faribault

P.I.D.: 1825450007

Address: N/A

Owner: Economic Development

Authority of Faribault

P.I.D.: 1825450005 & 1825450006

Address: 1702 7th St NW

Owner: Charles P & Leah B Budde

P.I.D.: 1825375001

Address: 1702 7th St NW

Owner: Charles P & Leah B Budde

Bridge[B] Bridge Support

Crosses Property Line

8" P

VC

8" PVC

[C] StormSewer

Sewer ServiceApprox. Per Rec.

VICINITY MAP

1612

7th

Str

eet N

orth

wes

tFa

ribau

lt, R

ice

Cou

nty,

Min

neso

ta 5

5021

1505

Riv

er S

hore

Driv

e, H

astin

gs, M

N 5

5033

Leon

End

res

PRO

JEC

T

PROJECT NO.: 21031

COPYRIGHT 2021 CIVIL SITE GROUP INC.c

REVISION SUMMARYDATE DESCRIPTION

V1.0

ALTA/NSPS LANDTITLE SURVEY

. .

. .

. .

. .

. .

. .

N

44565RORY L. SYNSTELIEN

LICENSE NO.DATE

I HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND

THAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THE

STATE OF MINNESOTA.

02-05-2021

N

CLI

ENT

Civil Engineering Surveying Landscape Architecture

4931 W. 35th Street, Suite 200St. Louis Park, MN 55416

civilsitegroup.com 612-615-0060

QA/QCFIELD CREW

DRAWN BYREVIEWED BYUPDATED BY

JN/DTCJRS.

OVERHEAD UTILITIES

FIBER OPTIC

SANITARY SEWER

STORM SEWER

TELEPHONE LINE

CABLE LINE

WATERMAIN

ELECTRIC LINE

GASMAIN

CHAINLINK FENCELINE

SIGN

SANITARY MANHOLE

STORM MANHOLE

CABLE TV BOX

TELEPHONE MANHOLE

ELECTRIC TRANSFORMER

TELEPHONE BOX

TRAFFIC SIGNAL

GAS METER

ELECTRICAL METER

WATER MANHOLE

WATER VALVE

AIR CONDITIONER

BOLLARD

CATCH BASIN

ELECTRIC MANHOLE

GAS VALVE

FLAG POLE

HANDICAP SYMBOL

FOUND IRON MONUMENT

HYDRANT

CAST IRON MONUMENT

SET IRON MONUMENT

FLARED END SECTION

Linetype & Symbol Legend

POWER POLE

UTILITY MANHOLE

CONCRETE SURFACE

PAVER SURFACE

BITUMINOUS SURFACE

GRAVEL/LANDSCAPE

GUY WIRE

CONIFEROUS TREE

DECIDUOUS TREE

SURFACE

WOODEN FENCELINE

GUARDRAIL

ROOF DRAIN

8020 4002040

SCALE IN FEET

DESCRIPTION OF PROPERTY SURVEYEDParcel 1:

All that part of the East 330 feet of the SE 1/4 SW 1/4 of Sec. 25, T110N, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows,to wit: Beginning at a point on the East line of the said SW 1/4 of Sec. 25, 33.00 feet North of the SE corner of the said SW 1/4, said point being on the Northwesterlyline of Seventh Street, in said City of Faribault; thence North along the said East line of the SW 1/4 of Sec. 25, 230.00 feet to the Southeasterly line of the Chicago,Great Western Railroad Company Right-of-way; thence Southwesterly, along said Right-of-way line, deflecting to the left on a curve whose radius is 2814.93 feet, anarc distance f 118.37 feet; thence South parallel with, and 110.00 feet distant West of the East line of the SW 1/4 of Sec. 25, about 190.98 feet to the saidNorthwesterly line of Seventh Street; thence Northeasterly along the said Northwesterly line to Seventh Street, 110.10 feet to the point of beginning.

Parcel 2:

That part of the SE 1/4 SW 1/4 and the SW 1/4 SE 1/4 of Sec. 25, T110N, R21W of the 5th P.M., Rice County, Minnesota, bounded as follows: on the Southeast by aline parallel with and distant 50.00 feet Southeasterly, measured at right angles and radially, from the center line of the main track of the Minnesota Central RailroadCompany (later the Chicago Great Western Railway Company, now the Chicago and North Western Transportation Company), as said main track center line wasoriginally located and established across said Sec. 25; on the Northwest by a line parallel with and distant 9.00 feet Southeasterly, measured at right angles andradially, from the center line of the main track of the Chicago and North Western Transportation Company (formerly the Chicago Great Western Railway Company), assaid main track is now located and on the East and West by lines parallel with and distant 135.3 feet and 708.0 feet, respectively, Westerly, measured at right angles,from the West line of U.S. Highway No. 65, as established by Easement Deed dated January 21, 1954, between the Chicago Great Western Railway Company and theState of Minnesota.

Parcel 3:

All that part of the SW 1/4 SE 1/4 of Sec. 25, T110N, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows, to-wit: Beginning ata point 33.00 feet North of the SW corner thereof; thence East, along the North line of Seventh Street Northwest in the said City of Faribault a distance of 410.00 feet;thence North a distance of 231.00 feet; thence East a distance of 135.00 feet to a point 461.52 feet West of the East line of Hulet Avenue in the said City of Faribault;thence North, parallel with the West line of said Hulet Avenue a distance of about 297.66 feet to a point that is 8 chains and 51 links (or 561.66 feet) North of theSouth line of said SW 1/4 of said Sec. 25; thence West a distance of 545.00 feet to a point in the West line of the said SW 1/4 SE 1/4 of said Sec. 25; thence Southalong the West line of said SW 1/4 SE 1/4 of said Sec. 25 a distance of 528.66 feet to the place of beginning.

EXEPTING THEREFROM the rights-of-wayof the following railroads, to-wit:

(No. 1) Minnesota Central Railway Company (now known as the Chicago Great Western Railway Company);

(No. 2) The Chicago, Milwaukee & St. Paul Railway Company (now known as the Chicago, Milwakee, St. Paul and Pacific Railroad Company) as the same are set out inWarranty Deeds of Record in the office of the Register of Deeds in and for Rice County, Minnesota, in Book 48 of Deeds on Pages 97 and 98 and in Book 69 of Deeds onPages 320, 321, and 322 respectively.

AND EXCEPTING THEREFROM the two following described parcels:

(No. 3) Part of the SE 1/4 of Sec. 25, T110N, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows: Beginning at the SW cornerof said SE 1/4; thence Northerly along the West line of said SE 1/4 33.00 feet; thence Easterly along the Northerly line of Seventh Street and parallel with the Southline of said SE 1/4 479.67 feet; thence Northerly at right angles to said South line of SE 1/4, 231.00 feet to the true point of beginning of the parcel to be hereindescribed; thence Easterly parallel with said South line of SE 1/4 65.33 feet; thence Northerly at right angles to said South line 151.40 feet to a point in theSoutheasterly right of way of the Chicago and Northwestern Railway Company; thence Southwesterly, along said Southeasterly railway right of way line, 67.41 feet;thence Southerly, at right angles to said South line, 134.80 feet to said true point of beginning, more or less;

(No. 4) and all that part of the SW 1/4 SE 1/4 of Sec. 25, T110N, R21W of the 5th P.M., in the City of Faribault, Rice County, Minnesota, described as follows, to-wit:Beginning at the SW corner of the SW 1/4 SE 1/4; thence Northerly along the West line f said SW 1/4 SE 1/4 (for purposes of this description, bearing of said West lineis assumed to bear North 00 degrees 00 minutes 00 seconds) a distance of 561.66 feet to the true point of beginning; thence North 89 degrees 28 minutes 30 secondsEast a distance of 506.90 feet to a point in said Northwesterly right of way line of the Chicago, Milwaukee, St. Paul & Pacific Railroad Company; thence Southwesterlyalong said Railroad right of way line to a point in said West line of said SW 1/4 SE 1/4; thence North along said West line of said SW 1/4 SE 1/4 to said true point ofbeginning,

FURTHERMORE EXCEPTING the following described parcels:

(No. 5) All that property lying Northerly of the Chicago Milwaukee St. Paul and Pacific Railway Co., Railroad Right of Way, and

(No. 6) All that property lying Southerly and Easterly of the following described line, and its extensions:

Commencing at the SW corner of said SE 1/4; thence Northerly along the West line of said SE 1/4 33.00 feet; thence Easterly along the Northerly line of SeventhStreet and parallel with the South line of said SE 1/4 410.00 feet to the point of beginning of the line to be herein described; thence Northerly, at a right angle to saidSouth line of the SE 1/4, to a point in the Southeasterly right of way of the Chicago and Northwestern Railway Company, and there terminating.

ALTA/NSPS Land Title Survey Notes(numbered per Table A)1. Bearings are based on the Rice County Coordinate System (1996 Adjustment).2. Site Address: 1612 7th St NW, Faribault, MN 55021.3. This property is contained in the following zones per Flood Insurance Rate Map, Community Panel No. 27131C0266D, effective date of April 3, 2012.:

Zone X (area determined to be outside the 0.2% annual chance floodplain),Zone X Other Flood Areas (areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas lessthan 1 square mile; and areas protected by levees from 1% annual chance flood.);Zone AE Base Flood Elevations determined (Special Flood Hazard Areas (SFHAs) subject to inundation by the 1% annual chance flood);and Floodway Areas in Zone AE (The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachments so that the1% annual chance flood can be carried without substantial increases in flood heights.NOTE: We have shown the approximate limits of and labeled each zone hereon per referenced Flood Insurance Rate Map.

4. The Gross land area is 176,288 +/- square feet or 4.047 +/- acres.5. Elevations are based on the NGVD 29 Datum. Site Benchmarks are as follows:

1. Top nut of the fire hydrant located on the north side of 7th St NW, approx. 55' easterly of the southwest corner of subject property. Elevation=976.64.2. Top nut of the fire hydrant located on the north side of 7th St NW, approx. 90' westerly of the southeast corner of subject property. Elevation=976.64.

6. We have not been provided with an official zoning letter/report at the time of this survey.Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments ifthey are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions forthis site.

9. We did not observe parking stripes on the subject property while conducting the fieldwork.11. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained

from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view ofthe underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliablydepicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonalconditions may inhibit our ability to visibly observe all the utilities located on the subject property.

13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Rice County GIS Property Map.

SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Attorneys' Title Fund Services, LLC as agent for Old Republic

National Title Insurance Company, File No. NORT-11-049(87452), dated May 19, 2011. We note the following with regards to Schedule B of the herein referencedTitle Commitment:a. Item no.'s 1, 2, 7, 8, 11-15, and 17-19 are not survey related.

b. The following are numbered per the referenced title Commitment:3. Item No. 4 of the Survey Report at the bottom lower-right area of the survey indicates that according to FEMA mapping a portion of the site directly

adjacent to Crocker's Creek is in the flood plain. The survey map also shows Crocker's Creek running right through a portion of the property on itsEastern boundary and that there is a dam located in the SE corner of the property. We have not been provided a copy of said survey. We have shownhereon the location of Crocker's Creek as well as the approximate limit of the flood zones per FEMA flood maps (see note 3 of ALTA/NSPS NotesSection of this survey).

4. Easement for sanitary sewer purposes together with incidental rights in favor of the City of Faribault as contained in the Easement dated December 9,1939, filed December 29, 1939 and recorded in Book 147 of Deeds, page 221, in the office of County Recorder, Rice County, Minnesota. We have notbeen provided with said document. Unable to depict hereon.

5. Easement for storm sewer purposes together with incidental rights in favor of the City of Faribault as contained in the Easement dated March 19, 1942and recorded in Book 150 of Deeds, page 504, in the office of County Recorder, Rice County, Minnesota. We have not been provided with saiddocument. Unable to depict hereon.

6. Terms and conditions of the Maintenance of Crocker's Creek Easement dated May 14, 1963, filed May 22, 1963 and recorded in Book 14 of M.R., page93, in the office of County Recorder, Rice County, Minnesota. We have not been provided with said document. Unable to depict hereon.

9. The following are matters shown by the survey of Loucks McLagan dated August 2, 2002, Project Number 02790.a. Sanitary sewer lines running through land;b. Vehicular cross traffic between the land and property northerly and adjacent thereto;c. Fencer around the timber bridge at the NE corner encroaches .9 feet onto the land.Said survey is approximately 19 years old and we have not been provided with a copy.

10. County Drainage and Utility Easement filed May 15, 2008 and recorded as Document No. 601261 in the office of County Recorder, Rice County,Minnesota, granting to Rice County the right to enter upon said land a distance of 55 feet outside the existing 33-foot right of way to the left ofcenterline, for bridge replacement. We have not been provided with said document. Unable to depict hereon.

16. Collateral Assignment of Easements dated February 24, 2010, filed March 11, 2010 and recorded as Document No. 622312 in the office of CountyRecorder, Rice County, Minnesota. We have not been provided with said document. Unable to depict hereon.

2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:A. The title commitment used for this survey and referenced above is approximately 10 years old. We have not been provided with current deeds or

supporting documents pertaining to the surveyed property.[B]. Bridge support wall encroaches onto subject property near the northeast corner, as shown hereon.[C]. Storm sewer drains onto subject property near the southeast corner, as shown hereon. We have not been provided documentation of an easement for said

storm sewer.

ALTA CERTIFICATIONTo: Energy Technology Unlimited of Minnesota, LLC; Leon Endres; and Attorneys' Title Fund Services, LLC as agent for Old Republic National Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements forALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13 of Table A thereof. The field workwas completed on 02-03-2021.Dated this 5th day of February, 2021.

________________________________________________________Rory L. Synstelien Minnesota License No. [email protected]

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CHICAGO GREAT WESTERN RAILWAY CO.

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SEC. 25

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TWP. 110N

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RNG. 21W

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SW 1/4 OF THE SE 1/4

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SE 1/4 OF THE SW 1/4

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(F.K.A. CHICAGO, MILWAUKEE, ST. PAUL RAILWAY COMPANY)

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(F.K.A. THE MINNESOTA CENTRAL RAILWAY COMPANY)

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PARCEL 3 EXCEPTION 1

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SITE

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faribault planning commission

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