4.2. PCSR 06-28-2022Request for Action
To Item Number
Planning Commission 4.2
Agenda Section Meeting Date Prepared by
Public Hearings June 28, 2022 Chris Leeseberg, Senior Planner
Item Description Reviewed by
Cornerstone Auto QuickLane- Parcel ID# 75-Jennifer Green, Sr. Administrative Assistant
821-0010 - Conditional Use Permit for a Motor
Reviewed by
Vehicle Specialty Shop (oil change facility), Case
No. CU 22-14
Action Requested
Recommend, by motion, approval of the Conditional Use Permit as
the standards set forth in Section 30-654 have been satisfied.
Background/Discussion
The property is zoned Focused Area Study (FAST-e) where motor
vehicle specialty shops require a Conditional Use Permit (CUP). The
applicant is seeking a CUP to construct a 74’ x 170’ oil change facility
on what will be located on Lot 1, Block 1, Jabez Third Addition plat,
which will be reviewed by the City Council.
Along with oil changes, the facility will accommodate light mechanic
work such as tire rotations. Construction is anticipated to begin in the
spring of 2023. Once completed, the existing QuickLane located in
the Cornerstone facility be relocated to the proposed building and then
that existing space will be used for mechanic work.
The business with be fully staffed with 15 to 30 full and part time
employees. The proposed hours of operation are:
7:00 a.m. to 8:00 p.m. Monday through Thursday
7:00 a.m. to 6:00 p.m. on Fridays
7:00 a.m. to 5:00 p.m. on Saturdays
Building Materials
The mechanic area will be constructed with concrete tip-up panels while the customer area, facing the streets, will
be comprised of architectural metal panels and storefront glass.
Transportation/Circulation
Access to the subject site will occur off Cornerstones private drive/access on the west side of the parcel. The site
plan shows 60 parking stalls, including two next to the customer area for electric vehicle charging.
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional
service, and community engagement that encourages and inspires prosperity.
Updated: August 2020
Signage
The two wall signs from the existing QuickLane will be relocated to the proposed building. Both wall signs will be
placed on the southwest corner of the proposed building, one facing 171st Avenue and the other facing Highway
10. The building may also include a "Cornerstone" round logo on the east wall. Sign permits will be required for
each sign.
Tire Storage
Tire storage is proposed in a covered accessory structure, next to the dumpster enclosure, constructed from
the same material as the principal structure.
Applicable Regulations
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.
There are other automotive repair/detailing facilities and trucking terminals in the area, 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 comprehensive plan guides the property as Highway Business and 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.
st
There are a few vacant parcels across 171 Avenue that are zoned similarly with similar allowed uses. 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.
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.
Again, there are other automotive repair/detailing facilities and trucking terminals plus similar allowed
uses for vacant parcels, 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.
While grading will occur 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.
Staff does not see a need to impose specific conditions to satisfy this standard.
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
Mission/Policy/Goal
Responsibly grow
Reflect the culture of citizens and what is important to majority
Attachments
Location Map
Applicant’s Narrative
Site Plans
Architectural Plans/Elevations
Renderings
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Cornerstone Quick Lane Case No: P 22-09
CU 22-14 E"
Plat and Conditional Use Permit River
MEMORANDUM
To: Mayor, City Council and Planning Commissioners
From: Stephen Rohlf, Cornerstone Auto Resource
Date: May 26, 2022
Subject: Conditional Use Permit for an Oil Change Facility - Cornerstone Auto
Resource
Cornerstone Auto is requesting a conditional use permit to allow a 74 foot by 170 foot Ford
branded oil change facility called a "QuickLane". Besides oil changes, light mechanic work e.g.
tire rotations, etc. will be done. After construction, Cornerstone Auto's existing QuickLane will
be used for regular mechanic work. Construction on this new building will begin in the spring of
2023.
Fully staffed, 15 to 30 full and part time people will be employed. The proposed hours of
operation are: lam to 8pm Monday through Thursday, lam to 6pm on Fridays and lam to 5pm
on Saturday. The site is proposed to have 60 parking stalls, including two next to the customer
area for electric vehicle charging.
The mechanic area will be constructed with concrete tip -up panels. The customer area facing the
streets will be made of architectural metal panels and storefront glass. Similar materials as the
existing QuickLane area on this site. The attached drawings have colored elevations of the
building.
The signage from the existing QuickLane, consisting of two wall signs, will be relocated to the
new building. Both wall signs will be placed on the southwest corner of the new building, one
facing 171St Avenue and the other facing Highway 10. The building may also include a
"Cornerstone" round logo on the east wall. All three wall signs are within the City requirements.
We do have a need for used tire storage, which is proposed in a covered accessory structure
made from the same material as the principal structure. The proposal should meet all applicable
City of Elk River design standards.
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SECTION THRU SHIP'S LADDER
�3116" = 1'-0= 1'-0"
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1-74ST AVE NW
LEGEND:
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CONNECT TO 8"0 DIP WATERMAIN
(CONTRACTOR TO FIELD VERIFY LOCATION & INVERT)
—90' BEND
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15.5 LF 8" DIP
\ 90' BEND
/ \ 11.2 LF 8" DIP
45' BEND ® 15.7 LF VO COPPER WATER SEI
ADJUST RIM TO MATCH
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PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SANITARY SEWER
PROPOSED FITTING
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY MANHOLE
PROPOSED FLARED END SECITON
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED GATE VALVE & BOX
PROPOSED HYDRANT
PROPOSED CLEANOUT
PROPOSED RIP RAP
UTILITY GENERAL NOTES:
X
66666
SCALE: 1" = 20'
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS.
2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK
AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT
LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.
3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH
GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES
AND/OR PAVEMENTS TO REMAIN.
4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS
EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT
THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.
5. WATER LINE TO MINIMUM 8.0 FEET DEPTH.
6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH
NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES.
7. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE
BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY.
8. ALL STORM SEWER SHALL BE PVC SCHEDULE 40 WHEN LESS THAN 8" IN DIAMETER. ALL
RCP STORM SEWER SHALL BE CLASS V PIPE UNLESS OTHERWISE NOTED. ALL HDPE
STORM SEWER SHALL BE DUAL WALL HIGH PERFORMANCE POLYPROPYLENE PIPE AND
SHALL CONFORM TO AASHTO M330.
9. ALL WATER LINES 4" OR GREATER SHALL CONFORM TO AWWA C900 OR GRADE PE-3408
OR GRADE PE4710 PIPE AND SHALL BE RATED FOR 200 PSI. ALL WATER LINES LESS THAT
4" SHALL CONFORM TO AWWA C901 SIDR 7 (HDPE WATER LINE) OR TYPE K COPPER PIPE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING
BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE.
11. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT
WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY,
STORM SEWER SERVICE INSTALLATION.
12. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE
TREATED PRIOR TO BEING DISCHARGED OFF -SITE OR INTO A SURFACE WATER. THE
DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER.
NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS.
13. ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN
PROPOSED WORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY WILL BE REPLACED
IN KIND.
14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL,
UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED.
15. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL
DRAWINGS.
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°� I 1 /l LEGEND:
TEMPORARY ROCK CONSTRUCTION ENTRANCE
EROSION CONTROL BLANKET (PER DETAIL)
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/ GRADING LIMITS AND PROPOSED
^ ^ �sF TEMPORARY SILT FENCE
FIBER -LOG ROLLS
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J I� �' Sr X 980.50 FL NEW FLOW LINE OF CURB ELEVATION
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' IF 28 C.Y. OF RIP RAP 881.47 X 980.50 TP NEW TOP OF PAVEMENT ELEVATION
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INSTALL LF� ec / � � 882.03 F 1
OF TEMPORARY SILT FENCE SF�J / / 881 L X980.50FG NEW FINISHED GRADE ELEVATION
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ROCK CONSTRUCTION
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GRADING GENERAL NOTES:
X
66666
SCALE: 1" = 20'
1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING
CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT
THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS
WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND
COMMENCING WORK.
3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND
DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES,
ETC.).
4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE
WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR
PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY
LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO
THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS
PRIOR TO BIDDING THE PROJECT.
5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED
IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE
HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE
THE SLOPES BY GENERAL CONTRACTOR.
6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED
OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS
OTHERWISE SHOWN.
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LEGEND:
PROPOSED BITUMINOUS PAVEMENT
PROPOSED CONCRETE PAVEMENT
° d
" PROPOSED TURF ESTABLISHMENT
E PROPOSED OVERSTORY TREE (OS)
PROPOSED CONIFEROUS TREE (CN)
® PROPOSED ORNAMENTAL TREE (OM)
X
66666
SCALE: 1" = 20'
-OS
LANDSCAPE REQUIREMENTS:
PER CITY OF ELK RIVER ZONING ORDINANCE:
ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE
FOLLOWING STANDARDS AND CRITERIA:
—1-OS A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE:
POTTED/BARE ROOT
OR BALLED & BURLAPPED
SHADE TREES 2-INCH DIAMETER
1-OS HALF TREES 1-1/2 INCH DIAMETER
EVERGREEN 6 FEET HIGH
TALL SHRUBS & HEDGE MAT. 6 FEET HIGH
LOW SHRUBS - DECIDUOUS 24 - 30 INCHES
1-OS
-EVERGREEN 24-30INCHES
-SPREADING EVERGREENS 18 - 24 INCHES
B. LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FOR
TWO (2) FULL YEARS FROM THE TIME PLANTING HAS BEEN COMPLETED.
ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END
-OS OF THE GUARANTEE PERIOD OR BE REPLACED.
TOTAL TREES REQUIRED = 32
0
OVERSTORY TREES = 50 /o
0
CONIFEROUS TREES = 25 /o
-1-OS
0
ORNAMENTAL TREES = 25 /o
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................................................................ 1-OS
::::::::1-OS
I _ 1-OS 1-OS
I \ 1-CN 1-CN 1-CN 1-CN 1-CN 1-CN 1-CN
3-GUY CABLES DOUBLE
STRAND 14GA. WIRES
EVERY 120'
MULCH SHALL NOT BE IN
CONTACT WITH TREE
TRUNK
4" DEEP SHREDDED —
MULCH
PLANTING SOIL
18" MIN.
_ PREPARE AREA 3 TIMES THE —
WIDTH OF ROOTBALL
TREE PLANTING DETAIL
N.T.S.
PRUNE DEAD AND
BROKEN BRANCHES
16" POLY STRAP
1 1/2" WIDE
ONE FLAG PER WIRE
REMOVE ROPE AND BURLAP FROM
UPPER 1/3 OF ROOTBALL
MACHINE EDGE V-DITCH AROUND
ALL TP"& ,N SODDED AREAS
3-GUY STAKES AT 120' SPACING
2"X2"X24" WOOD STAKE
SHRUB PLANTING DETAIL
N.T.S.
PRUNE DEAD AND
BROKEN BRANCHES
4" DEEP SHREDDED MULCH
OVER LANDSCAPE FABRIC
PLANTING SOIL
DRAINAGE MOUND
CONCRE-
MULCH AT SIDEWALK DETAIL
N.T.S.
MULCH
POLY EDGING
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LEGEND:
PROPOSED BITUMINOUS PAVEMENT
PROPOSED CONCRETE PAVEMENT
° d
" PROPOSED TURF ESTABLISHMENT
E PROPOSED OVERSTORY TREE (OS)
PROPOSED CONIFEROUS TREE (CN)
® PROPOSED ORNAMENTAL TREE (OM)
X
66666
SCALE: 1" = 20'
-OS
LANDSCAPE REQUIREMENTS:
PER CITY OF ELK RIVER ZONING ORDINANCE:
ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE
FOLLOWING STANDARDS AND CRITERIA:
—1-OS A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE:
POTTED/BARE ROOT
OR BALLED & BURLAPPED
SHADE TREES 2-INCH DIAMETER
1-OS HALF TREES 1-1/2 INCH DIAMETER
EVERGREEN 6 FEET HIGH
TALL SHRUBS & HEDGE MAT. 6 FEET HIGH
LOW SHRUBS - DECIDUOUS 24 - 30 INCHES
1-OS
-EVERGREEN 24-30INCHES
-SPREADING EVERGREENS 18 - 24 INCHES
B. LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FOR
TWO (2) FULL YEARS FROM THE TIME PLANTING HAS BEEN COMPLETED.
ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END
-OS OF THE GUARANTEE PERIOD OR BE REPLACED.
TOTAL TREES REQUIRED = 32
0
OVERSTORY TREES = 50 /o
0
CONIFEROUS TREES = 25 /o
-1-OS
0
ORNAMENTAL TREES = 25 /o
'..":...............................................-...........................................: -.-.---.-.-. -.-.-.---.-.- -. .... 1
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3-GUY CABLES DOUBLE
STRAND 14GA. WIRES
EVERY 120'
MULCH SHALL NOT BE IN
CONTACT WITH TREE
TRUNK
4" DEEP SHREDDED —
MULCH
PLANTING SOIL
18" MIN.
_ PREPARE AREA 3 TIMES THE —
WIDTH OF ROOTBALL
TREE PLANTING DETAIL
N.T.S.
PRUNE DEAD AND
BROKEN BRANCHES
16" POLY STRAP
1 1/2" WIDE
ONE FLAG PER WIRE
REMOVE ROPE AND BURLAP FROM
UPPER 1/3 OF ROOTBALL
MACHINE EDGE V-DITCH AROUND
ALL TP"& ,N SODDED AREAS
3-GUY STAKES AT 120' SPACING
2"X2"X24" WOOD STAKE
SHRUB PLANTING DETAIL
N.T.S.
PRUNE DEAD AND
BROKEN BRANCHES
4" DEEP SHREDDED MULCH
OVER LANDSCAPE FABRIC
PLANTING SOIL
DRAINAGE MOUND
CONCRE-
MULCH AT SIDEWALK DETAIL
N.T.S.
MULCH
POLY EDGING
.' 12" SPIKE '
PLANTING SOIL
DEPTH VARIES
FILTER FABRIC
MIRAFI OR EQUAL
A
MULCH AT SEEDED AREA DETAIL
N.T.S.
-OS
PLANTING SOIL
DEPTH VARIES
FILTER FABRIC
MIRAFI OR EQUAL
(SEE CITY ORDINANCE FOR FULL REQUIREMENTS)
LANDSCAPE NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL
BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS
— COMPLETED IN ACCORDANCE TO MN/DOT 2575.
2. PLANTING SOIL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECT
LOAMY TOPSOIL, 33% PEAT MOSS, 33% PIT RUN SAND.
3. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED
MIX, MULCHED, & DISK ANCHORED, PER THE FOLLOWING SCHEDULE:
SEED MIX25-131: 220 LB/AC.
MULCH TYPE 3: 2 TONS/AC.
QUANTITY
CODE
SIZE
TYPE
16
OS
12" DIA. & 6' HIGH
OVERSTORY
6
CN
12" DIA. & 6' HIGH
CONIFEROUS
7
OM
14" DIA. & 6' HIGH
ORNAMENTAL
(3
GUYING PLAN
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA 651-454-0002
MINNESOTA TOLL FREE 1-800-252-1166
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05/09/2022
SD02
05/13/2022
SD03
05/18/2022
SD04
05/21/2022
P&Z SUBMITTAL
05/31/2022
I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION OR
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074 Quick Lane Elk River
Date
05/09/2022
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ISSUE DATE
SD01
05/09/2022
SD02
05/13/2022
SD03
05/18/2022
SD04
05/21/2022
P&Z SUBMITTAL
05/31/2022
I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION OR
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Project Number
074 Quick Lane Elk River
Date
05/09/2022
Drawn By
Author
Checked By
Checker
SDI
04
Scale
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05/21/2022
P&Z SUBMITTAL
05/31/2022
RENDERINGS
Project Number
074 Quick Lane Elk River
Date
05/09/2022
Drawn By
Author
Checked By
Checker
SDI
04
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05/13/2022
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05/18/2022
SD04
05/21/2022
P&Z SUBMITTAL
05/31/2022
I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION OR
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RENDERINGS
Project Number
074 Quick Lane Elk River
Date
05/09/2022
Drawn By
Author
Checked By
Checker
SDI
04
Scale