HomeMy WebLinkAbout02/15/2023 Agenda Packet
M eeting L ocation: M unicipal Center
7100 147th Street West
Apple Valley, M innesota 55124
F ebruary 15, 2023
PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A
7:00 P M
1.Call to Order
2.Approve Agenda
3.Approve Consent Agenda Items
Consent Agenda Items are considered routine and will be enacted with a
single motion, without discussion, unless a commissioner or citizen requests
to have any item separately considered. It will then be moved to the land
use/action items for consideration.
A.Approve Minutes of J anuary 4, 2023 Regular Meeting
4.Public Hearings
A.C onsider C onditional Use Permit (C UP) for Drive-T hru Window in
C onjunction with C lass III Restaurant for C ider Ridge Marketplace (7495
- 145th St W)
LO C AT IO N: 7495 - 145th Street West
PET IT IO N ER: Hempel Real Estate and Honeycrisp Holdings, LLC
5.Land Use / Action Items
6.Other Business
A.Review of Upcoming Schedule and Other Updates
Planning Commission - Wednesday, March 1, 2023 - 7:00 p.m.
Planning Commission - Wednesday, March 15, 2023 - 7:00 p.m.
C ity Council - T hursday, February 23, 2023 - 7:00 p.m.
C ity Council - T hursday, March 9, 2023 - 7:00 p.m.
7.Adjourn
Regular meetings are broadcast, live, on C harter C ommunications C able C hannel
180 and on the C ity's website at www.applevalleymn.gov
I T E M: 3.A.
P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:F ebruary 15, 2023
S E C T I O N:Consent A genda
Description:
A pprove Minutes of J anuary 4, 2023 Regular Meeting
S taff Contact:
B reanna Vincent, Department Assistant
Department / Division:
Community Development Department
AC T I O N RE Q UE S T E D:
Approve minutes of regular meeting of J anuary 4, 2023.
S UM M ARY:
T he minutes of the last regular Planning Commission meeting is attached for your review and
approval.
B AC K G RO UND:
State statute requires the creation and preservation of meeting minutes which document the
official actions and proceedings of public governing bodies.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Minutes
CITY OF APPLE VALLEY
PLANNING COMMISSION MINUTES
January 4, 2023
1. CALL TO ORDER
The City of Apple Valley Planning Commission Meeting was called to order by Vice Chair
Scanlan at 7:00 p.m.
Members Present: Paul Scanlan, Keith Diekmann, David Schindler, Phil Mahowald,
Becky Sandahl and Jeff Prewitt
Member(s) Absent: Jodi Kurtz
City staff members attending: City Planner Tom Lovelace, Planner Alex Sharpe, City
Attorney Sharon Hills, and Department Assistant Breanna Vincent.
2. APPROVAL OF AGENDA
Vice Chair Scanlan asked if there were any changes to the agenda. – None.
MOTION: Commissioner Schindler moved, seconded by Commissioner Diekmann,
approving the agenda. Roll call vote: Ayes - 6 – Nays – 0.
3. CONSENT ITEMS
A. Approval of Minutes of December 21, 2022
MOTION: Commissioner Diekmann moved, seconded by Commissioner
Schindler, approving the minutes of the meeting of December 21, 2022. Roll
call vote: Ayes – 5 – Nays – 0 – AB – 1.
4. PUBLIC HEARING
A. X-Golf On-Sale Liquor Conditional Use Permit
Vice Chair Scanlan opened the public hearing.
Planner Sharpe provided a brief presentation.
Petitioner Ben Feret (Minnesota Capital Management) provided some additional
information.
There were no questions or comments from the commissioners or the public.
CITY OF APPLE VALLEY
Dakota County, Minnesota
Planning Commission Minutes
January 4, 2023
Page 2 of 4
MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler,
to recommend approval of an on-sale liquor sales conditional use permit.
Roll call vote: Ayes – 6 – Nays – 0.
5. LAND USE
A. Lunds & Byerlys Sign Variance
Planner Sharpe provided a brief presentation.
Petitioner Brad Lis also provided additional information.
Commissioner Diekmann asked why the Planning Commission should grant a variance
when Mr. Lis stated that the sign would not impact their business.
Mr. Lis stated that the sign would not be for advertising purposes but more so for safety
and ensuring that traffic moves more efficiently.
Commissioner Diekmann said there is difficulty in granting a variance for an additional
sign based on a hardship or need, when he does not see one. Traffic and safety would
have been addressed by the City Engineer.
Mr. Lis stated that it would enhance the safety of people getting to the store. The main
pylon sign would be for advertising purposes and the additional sign would provide for
easier traffic flow to the site.
Commissioner Mahowald asked if there is a plan to have signage on the west side of the
building.
Mr. Lis stated that there will be signage but it will be smaller. The other issue is that by
the time people are seeing that signage, they have already gone past the building. People
coming north from English Ave. will likely see it right away but not those coming from
the south.
Commissioner Mahowald pointed out that Target also does not have an entrance from
Pilot Knob Road and though users need to use 157th to access it, there is not directional
signage to guide you back towards the store. Target and Lunds & Byerlys have similar
sight line issues. There are other sites in the area that are similarly set up to Lunds &
Byerlys. The request may be premature and perhaps signage could be added if the need
arises.
CITY OF APPLE VALLEY
Dakota County, Minnesota
Planning Commission Minutes
January 4, 2023
Page 3 of 4
Planner Sharpe pointed out that Target does not have directional signage. He also stated
that the applicant noted several times in their application materials that the size of the
sign is not intended to have an adverse effect upon adjacent properties or be used for
advertisement purposes.
Commissioner Prewitt asked if there is anything that would prevent the location of the
secondary monument sign from being located where the requested sign is.
Mr. Lis stated that they do want that sign for advertising purposes so would like to leave
it off of Pilot Knob.
Vice Chair Scanlan stated that Lunds & Byerlys are a well-established brand in the Twin
Cities, from the logo to how the stores are designed. Vice Chair Scanlan did agree with
Commissioner Mahowald that if the project did not move forward, it could be looked at
again in the future if warranted.
MOTION: Commissioner Diekmann moved, seconded by Commissioner
Schindler, to recommend denial of a sign variance for Lunds & Byerlys to
allow two ground/pylon signs where one is permitted. Roll call vote: Ayes –
6 –Nays – 0.
B. Obsidian Cobblestreet Mall
Planner Sharpe provided a brief presentation.
The applicant was not able to attend the meeting due to the severe weather.
Commissioner Schindler asked if the south elevation is the final product.
Planner Sharpe stated that it is the final product. It does have 6 materials on the face and
it is a fairly small building.
Vice Chair Scanlan asked if the south side of the building would face the senior living
facility and will the utilities be located in the rear of the building as well.
Planner Sharpe stated that the rear utility rooms will be centralized and staff continues to
proceed with the condition of using a landscape budget for something other than
vegetation.
Vice Chair Scanlan asked if Planner Sharpe had the proposed verbiage for the approval.
CITY OF APPLE VALLEY
Dakota County, Minnesota
Planning Commission Minutes
January 4, 2023
Page 4 of 4
Planner Sharpe stated that not all of the conditions were included in this staff report, in an
effort to reduce the length of the report. The conditions are all standard and noted that
commissioners can include any special provisions as an amendment is needed.
MOTION: Commissioner Diekmann moved, seconded by Commissioner
Schindler, to recommend approval site plan/building permit authorization for
a 4,915 sq. ft. retail building on Lot 2, Block 1, Cobblestone Lake South
Shore 9th Addition. Roll call vote: Ayes – 6 – Nays – 0.
6. OTHER BUSINESS
A. Review of Upcoming Schedule and Other Updates
The next Planning Commission meeting is scheduled for Wednesday, January 18, 2023,
7:00 p.m. The next City Council meeting is Thursday, January 12, 2023, 7:00 p.m.
7. ADJOURNMENT
Chair Kurtz asked for a motion to adjourn.
MOTION: Commissioner Schindler moved, seconded by Commissioner Diekmann,
to adjourn the meeting at 7:39 p.m. Roll call vote: Ayes – 6 – Nays – 0.
Respectfully submitted,
______________________________________
Breanna Vincent, Planning Department Assistant
Approved by the Apple Valley Planning Commission
on 2/15/2023 . Jodi Kurtz, Chair
I T E M: 4.A.
P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:F ebruary 15, 2023
S E C T I O N:P ublic Hearings
Description:
Consider Conditional Use Permit (C UP) for Drive-T hru W indow in Conjunction with Class I I I
Restaurant for Cider Ridge Marketplace (7495 - 145th St W )
S taff Contact:
K athy Bodmer, A I C P, Planner
Department / Division:
Community Development Department
Applicant:
Hempel Real Estate and Honeycrisp Holdings, L L C
P roject Number:
P C23-02-C
Applicant Date: 10/18/2022 60 Days: 3/19/2023 120 Days: 5/18/2023
AC T I O N RE Q UE S T E D:
1. Open public hearing, receiv e comments, close public hearing. It is the policy of
the Planning C ommission to not take action on an item on the same night as its public
hearing.
T he drive-thru window C UP application is a request to approve a C UP that lapsed because
of non-use. T he petitioners request an amendment to the condition concerning hours of
operation.
S UM M ARY:
T he developer, Hempel Real Estate, and property owner, Honeycrisp Holdings, LLC , request
a conditional use permit for drive-thru window service in connection with a C lass III
restaurant at Cider Ridge Marketplace on the northeast corner of Cedar Avenue and 145th St.
W. at 7495 145th St. W. T he petitioners applied for a conditional use permit to replace the
one that was previously approved but lapsed because of non-use. C ity Code § 155.399
C O N D IT IO N A L USE PERMIT S states that an approved conditional use permit (C UP)
must be placed in operation within one year, or the approval will lapse. T he one-year time
limit ensures that development projects are undertaken in a timely manner and remain current
with the current code provisions.
When the project was approved in J une 2021, a conditional use permit (C UP) was approved
for drive-thru window service in connection with a C lass III Neighborhood Restaurant. T he
C UP approval lapsed J une 10, 2022. Review of the building permit for the 7,400 sq. ft.
Cider Ridge Marketplace building was conducted within the one-year timeframe, but
construction of the building was delayed until the fall of 2022. T he building is currently
under construction.
Hours of Operation: T he previously approved conditional use permit limited the operation of
the drive-thru window to between 7:00 a.m. and 10:00 p.m. T he petitioners request that the
City allow the hours to be shifted earlier to 6:00 a.m., noting that competing drive-thru coffee
shops are open earlier than 7:00 a.m. T he P D zoning district, PD-1087, states that if a drive-
thru window is located less than 1,000 feet from residential or institutional properties, the
City may restrict the hours to 7:00 a.m. to 10:00 p.m. When the Planning C ommission
reviewed the C UP in 2021, C ommissioners were concerned that the neighboring properties
might be negatively impacted by early morning drive-thru traffic noise, headlights, etc. T he
petitioners state that any negative impacts can be mitigated and would like to discuss an
earlier start time with the Planning Commission.
B AC K G RO UND:
T he site is zoned PD-1087 which allows a conditional use permit for drive-thru window
service in conjunction with a C lass III restaurant, provided several conditions are met. Staff
recommends the following conditions as part of the draft resolution approving the conditional
use permit (C UP):
1. T he drive-thru window service must be completed or utilized within one (1) year.
2. T he drive-thru window service shall be installed and operated in accordance with the
approved site plan dated September 7, 2022, on file at the C ity Offices.
3. T he C lass III restaurant is located less than 1,000 feet from residential and institutional
uses; therefore, the C ity Council restricts the hours of operation of a drive-thru window
from 7:00 a.m. to 10:00 p.m. daily to mitigate any adverse impacts caused by noise,
headlights, traffic volume and emissions from idling vehicles.
4. Noise, headlights, traffic volume and emissions from idling vehicles resulting from the
operation of the window shall not negatively impact surrounding residential and
institutional uses and shall be mitigated as required by the City.
5. T he drive-thru lane shall not impede or conflict with vehicular, bicycle or pedestrian
traffic circulation on the site as determined by the City Traffic Engineer.
6. If the installation of the drive-thru facilities results in the loss of parking spaces, then
the remaining parking spaces available for the entire site shall meet the parking
requirements set forth in this Chapter.
B UD G E T I M PAC T:
N/A
AT TAC HM E NT S :
Map
Plan S et
Resolution
S IT E
CEDAR AVEGLENDA DR145TH S T W
GLAZIER AVEGRANADA DRGENESEEAVE GAR
R
E
T
T
A
V
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146TH WAY W
146TH S T W143RDSTW
UPPER 146TH ST W
144T H C TGLADI
OLA CTU P P E R 1 4 5 T H S T W
146TH S T W
145TH ST W
GARRETT AVECEDAR AVE1 4 3 R D S T W
CIDE R RI DGEMARKETPLACE
µ
LOCA T IO N M A P
^
µ
CID ER RIDG EMARKETPLACE
COM PRE HE NS IV E PL AN MA P
^
SITE C
C
C
C
C
MD
INS
INS
µ
CIDER RIDGEMARKETPLACE
ZONING MAP
^
SITE PD
P
P
LB
RBGB
LB
GB
GB
RB
LB
RB
LB
GB
LB
LB
R-3
R-3
R-3 R-3
M-5C
M-4CM-6C
M-4C
M-8C
M-6C
PD-290GLENDADRCEDAR AVEGLAZIERAVE
G
E
N
E
SEEAVE
GARRETT AVE146TH
WAY
W
143RD S T W
4
CIDER RIDGE MARKETPLACE
145TH STREET & CEDAR AVENUE - APPLE VALLEY, MN
PROJECT TEAM
OWNER
ASI # 1
OWNER
CONTRACTOR
Fendler Patterson Construction
4839 West 124th Street
Savage, Minnesota 55378
Contact: John Patternson
952-890-4364
jpatterson@fendlerpatterson.com
ARCHITECT
DJR Architecture, Inc.
333 Washington Avenue N
Union Plaza, Suite 210
Minneapolis, MN 55401
Contact: Chris Whitehouse
612.676.2736
612.676.2727 (fax)
cwhitehouse@djr-inc.com
STRUCTURAL
MECHANICAL & ELECTRICAL
CIVIL
Hempel Real Estate
10050 Crosstown Circle
Suite 100
Eden Prairie, MN 55344
Contact: Benjamin Krsnak
direct 612.355.2608
cell 612.770.7545
ben@hempelcompanies.com
Voigt and Associates, Inc.
4635 Nicols Road
Suite 204
Eagan, MN 55122
Contact: Al Malecha
651-686-7727 x 11
engineering@voigtandassociates.com
Design / Build (deferred submittal)
Elan Design Lab
310 4th Ave S
Suite 1006
Minneapolis, MN 55415
Contact: Steve Johnston, P.E.
612.260.7982
sjohnston@elanlab.com
PROJECT TEAM
SITE
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.
SIGNATURE
REGISTRATION NUMBER DATE
PRINT NAME
Copyright 2021 DJR Architecture, Inc.C B AD
4
3
2
1
333 Washington Ave N, Suite 210
Minneapolis, Minnesota 55401
612.676.2700 www.djr-inc.com
Issue:Date:
Project #:
Date:
Drawn by:
Checked by:
E
45376 3/7/2022
SHELDON BERG
G000COVER SHEET145TH STREET & CEDAR AVENUE -APPLE VALLEY, MN18-077.02
3/7/22
JF
CW
CIDER RIDGE MARKETPLACESHEET INDEX
GENERAL
G000 COVER SHEET
CIVIL
- SURVEY
C-010 DEMOLITION PLAN
C-101 SITE PLAN
C-201 GRADING PLAN
C-202 SWPPP
C-203 EROSION CONTROL PLAN
C-301 UTILITY PLAN
C-501 DETAILS
C-502 DETAILS
C-503 DETAILS
C-504 DETAILS
C-505 DETAILS
L-101 LANDSCAPE PLAN
L-501 LANDSCAPE DETAILS
ARCHITECTURE
A100 FLOOR PLAN - LEVEL 1
A150 ROOF PLAN AND BUILDING SECTIONS
A200 EXTERIOR ELEVATIONS
A350 WALL SECTIONS
A351 WALL SECTIONS
A352 WALL SECTIONS & TRASH ENCLOSURE
A500 EXTERIOR DETAILS
A501 EXTERIOR DETAILS
A502 EXTERIOR DETAILS
A600 CONSTRUCTION ASSEMBLIES
STRUCTURAL
S1 FOUNDATION PLAN
S2 ROOF FRAMING PLAN
S3 DETAILS
S4 DETAILS
S5 DETAILS
S6 GENERAL STRUCTURAL NOTES AND SECTIONS
PERMIT SET 3-7-2022
1 ASI #1 9-7-2022
PD
10/28/22
AV104431
A200A2
A200
A4
A200
A3
A200 A1
A C D
9' - 7 1/2"19' - 6 1/2"
58' - 4"
B1
A150
B1
A150
1,725 SF
SUITE 100
100
3,945 SF
SUITE 140
300
3
4
5
6
7
9
15' - 2 3/8"17' - 6"24' - 6"6' - 8 1/2"11' - 3 1/2"24' - 6"18' - 0"21' - 4 5/8"139' - 1"2' - 6" 17' - 4 1/4"2' - 6" 20' - 1 5/8"2' - 6"15' - 6"2' - 6"22' - 0"2' - 6"15' - 6"2' - 6"22' - 0"2' - 6"15' - 6"2' - 6"6' - 4"7' - 1 3/8"2
1
48' - 8 1/2"
B2
A150
B2
A150
A1
A350
C1
A350
B1
A350
A1
A351
B1
A351
D1
A350
B1
A35225' - 1 3/8"2' - 6"9' - 8"2' - 6"22' - 0"2' - 6"9' - 8"2' - 6"22' - 0"2' - 6"15' - 6"2' - 6"20' - 1 5/8"B
SF4SF5SF5SF7SF6SF6SF819' - 6 1/2"29' - 2"SF11SF6SF6SF12SF13203 SF
MECH
500
C1
A351
A1
A35215' - 2 3/8"17' - 6"24' - 6"6' - 8 1/2"11' - 3 1/2"24' - 6"18' - 0"21' - 4 5/8"29' - 2"29' - 2"
1,317 SF
SUITE 120
200
100A
200A
200B
300A
300D
100B
1' - 2 1/2"
1' - 2 1/2"
4' - 6"
1' - 2 1/2"1' - 2 1/2"1' - 2 1/2"139' - 1"1' - 2 1/2"1' - 2 1/2"
22' - 6" 15' - 11 1/2"7' - 10"
1' - 2 1/2"SF7200D
SF3SF1
SF2
300CA502
B1
A502
A1
SF10
1' - 2 1/2"20' - 2 1/8"26' - 10 3/4"26' - 10 3/4"31' - 2 1/2"31' - 5 7/8"1' - 2 1/2"1' - 2 1/2"8
8' - 10 3/4"4' - 0 1/2"3' - 4"500
STEEL CROSS-BRACING, SEE
STRUCTURAL
OVERFLOW ROOF DRAIN LEADER
AND COW TONGUE 12" ABOVE
GRADE
PRIMARY ROOF DRAIN LEADER,
CONNECT UNDER SLAB TO STORM
SEWER, SEE CIVIL
GC COORDINATE LOCATION OF
UTILITIES IN MECH ROOM
SHIPS LADDER
NOTE: EXTERIOR DIMS AT PILASTERS
TO OUTSIDE OF FINISH MATERIAL.
INTENT IS FOR ALL PILASTERS TO
APPEAR 2'-6" WIDE. SEE A502 FOR
SHEATHING. CONTACT ARCHITECT IF
DISCREPANCIES EXIST.
5'x6' CONCRETE STOOPS AT
ALL EAST DOORS, REFER TO
STRUCTURAL, TYP.1' - 2 1/2"1' - 2 1/2"1' - 2 1/2"6' - 4" 9' - 9 3/4" 2' - 4"
INTERIOR LAYOUT NOT PART OF
SHELL DOCUMENTS, EGRESS
SIGNAGE AND EMERGENCY
LIGHTING TO BE PROVIDED
VERIFY LOCATION OF KNOX
BOX, EMERGENCY STROBE &
FDC W/ CITY
XS2
XS1
XS1
XS2
XS2 XS2
XS1
XS1
XS1
XS1
XS1
XS1XS1
XS1
XS1
XS2
B3.1
B3.1
B3.1
B3.1
ALIGN
LOCATION
OF ELEC
CABINET,
GAS METER OVERALL DIAGON
AL 149'
-10"EXIT SEPARATION 115'-9"VERIFY STOOP & WALL
PROXIMITY TO EASEMENT,
REFER TO CIVIL
TRASH
ENCLOSURE TO
SOUTHEAST,
SEE A352 &
CIVIL PLANS
VERIFY W/ INTERIOR TENANT
BUILD-OUT PLANS FOR WALL
LOCATION & RATING
VERIFY W/ INTERIOR
TENANT BUILD-OUT
PLANS FOR WALL
LOCATION & RATING
200C
300E 5' - 0"6' - 0"7' - 5 5/8"6' - 0"4' - 0"
4' - 0"6' - 0"5' - 4"6' - 0"6' - 4"4' - 0"
3' - 11 3/4"
5'x6' CONCRETE STOOP,
REFER TO STRUCTURAL, TYP.6' - 0"6"9"6' - 0"4' - 6"
CONCRETE STOOPS AS
DIMENSIONED ON WEST
DOORS, REFER TO
STRUCTURAL, TYP.
CONCRETE STOOPS AS
DIMENSIONED ON WEST
DOORS, REFER TO
STRUCTURAL, TYP.
POSSIBLE FDC
LOCATION,
VERIFY W/ CITY
1' - 2 1/2"
59' - 5 1/2"
300B
3' - 6 1/2"
XS2.2
XS2.2
22' - 5 1/2"2' - 6"3' - 8 3/4" 11' - 4 1/2" 3' - 11 3/4"2' - 6" 2' - 2"
---
-2' - 10 1/2"4 1/4"1
1
E1
A350
300E
SF9
NOTE: OPENING %
REDUCED DUE LESS THAN
25% TO PROXIMITY TO
EASEMENT BETWEEN 5'
AND 10'
NET
NET
NET 8' - 7"3' - 5 3/8"2
2
2
2
DARK GREY IS AREA 3' TO 5'
FIRE SEPARATION DISTANCE =
2 HR RATED WALL,
0% GLAZING PROVIDED
LIGHT GREY IS AREA 5' TO 10'
FIRE SEPARATION DISTANCE =
1 HR RATED WALL, (2 HOUR
PROVIDED), <25% GLAZING
PROVIDED
2
CODE REVIEW (CONTINUED)CODE REVIEW
PROJECT DESCRIPTION
New construction of a single story freestanding building for retail use.
Building will be approximately 7,400 sf and fully sprinklered.
APPLICABLE GOVERNING STANDARDS
Building Code: International Building Code, 2018 Edition with
Minnesota State Building Code, 2020 Edition
Energy Code: Minnesota State Energy Code, 2020 Edition
Accessibility Code: Minnesota Accessibility Code, 2020 Edition
CHAPTER 3: OCCUPANCY
See tenant build-out plans for interior layout and occupancy types
(under separate permit). For purposes of this building shell egress
layout, mercantile and assembly occupancy types will be assumed.
M: Mercantile / Retail
A-2: Assembly / Restaurant
303.1.2: Small Assembly Spaces.
1. A room or space used for assembly purposes with an occupant
load of less than 50 persons and accessory to another occupancy
shall be classified as a Group B occupancy or as part of that
occupancy.
2. A room or space used for assembly purposes that is less than
750 square feet in area and accessory to another occupancy shall
be classified as a Group B occupancy or as part of that occupancy.
CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREA
502.1: Buildings shall be provided with approved address
identification.
Section 504: Building Height and Number of Stories
504.3: Height in Feet
Table 504.3: Allowable Building Height in Feet Above Grade Plane
Group Type Sprinkler Allowed Actual
Height Height
A-2,M VB S 60' 23’-6"
Table 504.4: Allowable Number of Stories Above Grade Plane
Group Type Sprinkler Allowed Actual
Stories Stories
A-2,M VB S 2 1
Section 506: Building Area
Table 506.2: Allowable Area Factor in Square Feet Per Floor
Group Type Sprinkler Allowed Area Actual Area
A-2 VB S1 24,000 7,500
Section 508: Mixed Use and Occupancy
508.3: Nonseparated Occupancies:
508.3.2: Allowable Building Area, Height and Number of Stories:
The allowable building area, height and number of stories of the
building or portion thereof shall be based on the most restrictive
allowance for the occupancy groups under consideration for the
type of construction.
CHAPTER 6: TYPES OF CONSTRUCTION
Section 602: Construction Classification
Table 601: Fire-Resistance Rating Requirements for Building
Elements (Hours)
Type VB
Primary Structural Frame 0
Bearing Walls Exterior 0
Bearing Walls Interior 0
Nonbearing Walls Exterior See Table 602
Nonbearing Walls Interior 0
Floor Construction 0
Roof Construction 0
Table 602: Fire-Resistance Rating Requirements for Exterior Walls
Based on Fire Separation Distance: OCC. M MOST RESTRICTIVE
Fire Separation Distance Type of Const. Occupancy Rating
X < 5’ VB M 2 Hour
5’≤X < 10’ VB M 1 Hour
10’≤X < 30’ VB M 0 Hour
X ≥30’VB M 0 Hour
Fire separation distance is over 30' for this project, other than NE
corner, see plan for wall ratings.
CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES
Section 705: Exterior Walls
705.8: Openings in exterior walls shall comply with Sections 705.8.1
through 705.8.6
705.8.1: Allowable Area of Openings. The maximum area of
unprotected and protected openings permitted in an exterior wall
in any story of a building shall not exceed the percentages
specified in Table 705.8 based on the fire separation distance of
each individual story.
Table 705.8
Fire Separation Dist Degree of Opng Protection Allowable Area
0 to less than 3 UP, S not permitted
3 to less than 5 UP, S 15%
5 to less than 10 UP, S 25%
10 to less than 15 UP, S 45%
15 to less than 20 UP, S 75%
20 to less than 25 UP, S No Limit
25 to less than 30 UP, S No Limit
30 or greater UP, S No Limit
705.11: Parapets shall be provided on exterior walls of buildings.
Exceptions:
1. The wall is not required to be fire-resistance rated in
accordance with Table 602 because of fire separation
distance.
2. The building has an area of not more than 1,000 square feet
on any floor.
6. Where the wall is permitted to have not less than 25 percent
of the exterior wall areas containing unprotected openings based
on fire separation distance as determined in accordance with
Section 705.8
CHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS
Section 903: Automatic Sprinkler Systems
903.3: Installation Requirements:
903.3.1: NFPA 13
Section 912: Fire Department Connections
912.2: Location. Fire department connections shall be located on the
street side of buildings, fully visible and recognizable from the street
or as approved by fire code official.
Chapter 10: MEANS OF EGRESS
Section 1003: General Means of Egress
1003.2: Ceiling Height. The means of egress shall have a ceiling
height not less than 7 feet 6 inches above finished floor, except as
permitted by this section.
1003.3: Protruding Objects.
1003.3.1: Headroom. Protruding objects are permitted to extend
below the minimum ceiling height where a minimum headroom of
80 inches is provided over circulation paths. Not more than 50%
of the ceiling area shall be reduced in height by protruding
objects.
1003.3.3: Horizontal Projections. Objects with leading edges
more than 27”and not more than 80”AFF shall not project
horizontally more than 4”into circulation path.
Section 1004: Occupant Load
Table 1004.5 Maximum Floor Area per Occupant, see tenant build-
out plans for occupant load tabulations
Mercantile 60 GSF
Storage, Trash, Mech, Elec 300 GSF
Unconcentrated Tables and chairs 15 NSF
1004.9: Posting of Occupant Load. Every room or space that is an
assembly occupancy shall have the occupant load of the room
posted in a conspicuous place, near the main exit from the room.
Section 1005: Means of Egress Sizing
1005.3: Required capacity based on occupant load.
Stairways: 0.3”per occupant.
Other Components: 0.2”per occupant
1005.7: Encroachment. Doors, when fully opened, shall not reduce
the required width by more than 7”. Doors in any position shall not
reduce the required width by more than one-half.
Section 1006: Number of Exits and Exit Access Doorways.
Table 1006.2.1 Spaces with One Exit or Exit Access Doorway
(sprinkled buildings)
Occupancy Max Occupant Load Max Common Path of Egress
A,M 49 75’
Section 1007: Exit and Exit Access Doorway Configuration
1007.1.1: Two exits. Where two exits are required, they shall be
placed a distance apart equal to one-half the maximum diagonal of the
building or area. Exception: Where building is equipped with an
automatic sprinkler system the separation shall be not less than one
third the maximum diagonal.
(4+ shell exits provided, see tenant build-out plans for tenant egress)
Section 1017: Exit Access Travel Distance
Table 1017.2: Exit Access Travel Distance (sprinkled building)
Occupancy Maximum Distance
A,M 200’
MINNESOTA STATE CODE – 1303.1500: RECYCLING SPACE
1303.1500, Subpart 4: Minimum Space: Space designated for
recycling must be sufficient to contain all recyclable materials
generated from the building.
Table 1-A: Minimum Recycling Space Requirements
Use Factor
Offices .0025
Storage .0025
All Others .0025
Calculation See interior build-out plans
under separate permit
Provided Area To be provided in exterior trash
enclosure
CHAPTER 29: PLUMBING REQUIREMENTS
See tenant build-out plans under separate permit for plumbing
required and provided.
A-2 MOST RESTRICTIVE
2
DO NOT SCALE THE DRAWINGS.
NOTES AND DRAWINGS FOR SYSTEMS AND MATERIALS MAY APPEAR ON MULTIPLE
DRAWINGS. REVIEW ALL SHEETS AND APPLY TO RELATED BUILDING COMPONENTS.
DETAILS NOT SHOWN ARE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE
SHOWN AND REFERENCED. WHERE SPECIFIC DIMENSIONS, DETAIL OR DESIGN
INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING
WITH THE WORK.
THE CONTRACTOR SHALL SUPPLY LABOR AND MATERIALS WHICH ARE OBVIOUS,
REASONABLE AND NECESSARY TO COMPLETE THE INSTALLATION OF A SYSTEM OR
ELEMENT
MATERIALS WHICH ARE SHOWN IN THE DRAWINGS AND WHICH MAY NOT BE
SPECIFIED SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
MATERIALS SHALL BE SUITABLE FOR THE INTENDED USE AND INSTALLATION SHALL
BE IN ACCORDANCE WITH THE MANUFACTURER'S LASTED PRINTED INSTRUCTIONS,
OR INDUSTRY STANDARDS.
WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT, WITH WORK
INSTALLED BY ANOTHER CONTRACTOR, COMMENCEMENT OF WORK SIGNIFIES
ACCEPTANCE OF CONDITIONS.
ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.
PROVIDE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING AS REQUIRED
FOR SECURE INSTALLATION OF BUILT-IN FIXTURES AND ATTACHED EQUIPMENT.
VERIFY THE USE OF FIRE-RETARDANT WOOD AS BLOCKING WITH THE CODE
OFFICIAL.
PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED BY ONE OF THE FOLLOWING
METHODS. CONTACT THE ARCHITECT IF CLARIFICATION IS NEEDED PRIOR TO
COMMENCING WORK.
- CENTERLINE: CENTER OF THE PARTITION (OVERALL PARTITION WIDTH, NOT
CENTER OF STUD) ALIGNS WITH THE CENTER OF A GRIDLINE OR OBJECT
CENTERLINE (SUCH AS A COLUMN OR WINDOW MULLION).
- ALIGN: LOCATE THE FINISHED EDGE OF THE PARTITION FLUSH WITH THE FACE
OF THE SURFACE INDICATED.
1.
2.
3.
4.
5.
6.
7.
8.
9.
GENERAL NOTES
MAINTAIN DIMENSIONS NOTED AS "HOLD", "MINIMUM", OR "CLEAR".
DOOR OPENINGS ARE DIMENSIONED TO THE CENTERLINE OF THE OPENING. IF
OPENING IS NOT DIMENSIONED, THE DOORJAMB SHALL BE SET 4" FROM THE
ADJACENT PERPENDICULAR WALL.
FINISH FLOOR ELEVATIONS ARE TO THE TOP OF SUB-FLOOR (NOT FINISHED
FLOOR).
COORDINATE LOCATIONS OF BASE AND HOUSEKEEPING PADS WITH MECHANICAL,
PLUMBING, AND ELECTRICAL EQUIPMENT.
LOCATE ACCESS PANELS AS INDICATED ON DRAWINGS. LOCATE ACCESS PANELS AS
REQUIRED BY THE CONTRACT DOCUMENTS OR BY CODE, IF NOT SHOWN. SUBMIT
PROPOSED LOCATIONS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
FIRE-RESISTIVE RATINGS INDICATED ON AN ASSEMBLY SHALL BE CONTINUOUS
OVER THE ENTIRE ASSEMBLY, UNLESS NOTED OTHERWISE. FOR EXAMPLE:
PARTITIONS NOTED WITH FIRE-RESISTIVE RATINGS SHALL BE RATED
CONTINUOUSLY FOR THE LENGTH AND HEIGHT OF THAT PARTITION.
OPENINGS IN FIRE-RATED ASSEMBLIES SHALL BE SEALED WITH PENETRATION
SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED RATING.
MAINTAIN THE FIRE RATING OF AN ASSEMBLY AROUND BUILT-IN/RECESSED
FIXTURES, SUCH AS CABINETS, PANELS AND BOXES.
PROVIDE CONTINUOUS PERIMETER FIRE-SAFING BETWEEN FLOORS AND
COORDINATE THE INSTALLATION WITH THE EXTERIOR WALL SYSTEM. FIRE-SAFING
RATING SHALL MATCH THE FIRE RATING OF THE ADJACENT HORIZONTAL ASSEMBLY
(FLOOR OR ROOF).
10.
11.
12.
13.
14.
15.
16.
17.
18.
GENERAL NOTES -PARTITIONS
1. REFER TO FLOOR PLANS FOR PARTITION TYPES.
2. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE CENTER OF STUD @
INTERIOR WALLS, OUTSIDE OF SHEATHING @ EXTERIOR WALLS, U.N.O. (PILASTERS
NOTED AS 2'-6" OUTSIDE FINISH MATERIAL, SEE NOTE.
3. PROVIDE TYPE 'X' GYPSUM BOARD AT ALL LOCATIONS U.N.O.
4. GYPSUM PANELS AND OTHER WALL PANELS SHALL BE INSTALLED WITH THEIR
BOTTOM EDGE 1/2" ABOVE THE FLOOR SLAB.
5. PROVIDE VERTICAL AND HORIZONTAL CONTROL JOINTS IN GYPSUM BOARD AS
RECOMMENDED BY MANUFACTURER OR AS SHOWN ON DRAWINGS.
6. PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE SCHEDULED
TO RECEIVE CERAMIC TILE FINISH AND ALL TOILET ROOM PARTITIONS U.N.O.
7. PROVIDE SOLID BLOCKING WITHIN PARTITIONS AT ALL WALL HUNG EQUIPMENT.
8. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF OR
FLOOR DECK ABOVE AND ALL JOINTS AND PENETRATIONS OF ACOUSTIC RATED
PARTITIONS SHALL BE FILLED AND SEALED.
9. REFER TO INTERIOR PARTITION TYPE SUBSCRIPT KEY FOR ADDITIONAL
REQUIREMENT OR MODIFICATIONS TO BASIC PARTITION TYPES.
10. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE
DIMENSION TO FACE OR PARTITION FINISH.
11. GA AND UP TESTING NUMBERS MAY VARY DEPENDING ON THE MANUFACTURER OF
COMPONENTS ACTUALLY USED.
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.
SIGNATURE
REGISTRATION NUMBER DATE
PRINT NAME
Copyright 2021 DJR Architecture, Inc.C B AD
4
3
2
1
333 Washington Ave N, Suite 210
Minneapolis, Minnesota 55401
612.676.2700 www.djr-inc.com
Issue:Date:
Project #:
Date:
Drawn by:
Checked by:
E
45376 3/7/2022
SHELDON BERG
A100FLOOR PLAN -LEVEL 1145TH STREET & CEDAR AVENUE -APPLE VALLEY, MN18-077.02
3/7/22
JF
CW
CIDER RIDGE MARKETPLACE1/8" = 1'-0" A1 FLOOR PLAN -LEVEL 1
N
PERMIT SET 3-7-2022
1 ASI #1 9-7-2022
2 ASI #2 10-4-2022
PD
10/28/22
AV104431
REMOVE TREES
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)REMOVE TREES
REMOVE TREE
SALVAGE
LIGHT POLE
SALVAGE LIGHT POLE
REMOVE TREES
REMOVE RETAINING
WALL
REMOVE TREE
REMOVE CURB & GUTTERREMOVE CURB
& GUTTER
REMOVE CURB & GUTTER
REMOVE SIGN &
LIGHTING
PROTECT EXISTING TREES
PROTECT WATER SERVICE
PROTECT EXISTING
TREES
PROTECT TREE
PROTECT EXISTING
TREES
PROTECT GAS LINE
RELOCATE GAS SIGNAGE
REMOVE AND REPLACE
STORM SEWER CASTING
SEE SHEET C-301
RELOCATE MAILBOX
SEE SHEET C-101
PROTECT SANITARY MANHOLE
PROTECT UNDERGROUND
TELEPHONE
PROTECT SIDEWALK
PROTECT EXISTING TREE
REMOVE TRASH ENCLOSURE
PROTECT CATCHBASIN
PROTECT CURB & GUTTER
PROTECT WATER
SERVICE
PROTECT BITUMINOUS
TRAIL
PROTECT ELECTRIC
TRANSFORMERS
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)REMOVE TREES
REMOVE CURB
& GUTTER
REMOVE AND REPLACE SIDEWALK
TO MAKE UTILITY CONNECTION
SAW CUT
BITUMINOUS
REMOVE STRIPING
REMOVE CURB & GUTTER
PROTECT EXISTING
TREES
PROTECT EXISTING TREES
PROTECT WALL
PROTECT SIDEWALK
REMOVE CURB & GUTTER
REMOVE CURB
& GUTTER
CONSTRUCTION
LIMITS
3
C-501
BITUMINOUS
INTERLOCK AT
MATCHLINE
RELOCATE TREE
SEE L1.01 FOR NEW LOCATION
PROTECT
EXISTING TREES
RELOCATE
HYDRANT
REMOVE CURB
& GUTTER
REMOVE CONCRETE
SIDEWALK
REMOVE VEGETATION
PROTECT EXISTING TREE
REMOVE CONCRETE
SIDEWALK
REMOVE CONCRETE
SIDEWALK
RELOCATE TREES
SEE L1.01 FOR NEW LOCATION
1 DEMOLITION PLAN
1" = 20'
6020
SCALE IN FEET
Know what's below.
Call before you dig.
R
DEMOLITION
PLAN
C-010
LEGEND
DEMOLITION NOTES
REMOVE BITUMINOUS
REMOVE CONCRETE
1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY PERFORMED BYCORNERSTONE
LAND SURVEYING INC., ON JANUARY 29, 2019 EXPRESSLY FOR THIS PROJECT. ELAN DESIGN LAB CANNOT
GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. VERIFY ALL FIELD CONDITIONS AND UTILITY
LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND
THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED.
2. DELAY DEMOLITION OF EXISTING PARKING AREA UNTIL JUST PRIOR TO RECONSTRUCTION TO FACILITATE CHURCH
PARKING.
3. CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITIONS THAT COULD RESULT IN ADDITIONAL
COST TO THE ATTENTION OF THE OWNER AND ENGINEER AS SOON AS THEY ARE DISCOVERED SO THAT THEY CAN
BE PROPERLY DOCUMENTED. FAILURE TO NOTIFY OR COVERING UN-WITNESSED WORK SHALL RESULT IN
REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION.
4. PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION FROM DAMAGE DURING
CONSTRUCTION. ANY ON-SITE OR OFF-SITE AREAS DISTURBED DIRECTLY OR INDIRECTLY DUE TO CONSTRUCTION
SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. CONTRACTOR IS
SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTING FROM THEIR WORK UNDER THIS CONTRACT.
5. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALL BE HAULED OFF-SITE TO A
DISPOSAL AREA APPROVED BY APPROPRIATE GOVERNMENTAL AUTHORITIES FOR THE HANDLING OF DEMOLITION
DEBRIS. WORK SITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES EROSION POTENTIAL ON A NIGHTLY BASE.
6. LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE PLAN. IF WORK NEEDS TO EXTEND
TO PUBLIC STREETS OR RIGHT OF WAY IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPLY FOR ALL PERMITS,
PREPARE ALL DRAWING AND PAY ALL FEES AND COST. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL
ORDINANCES.
7. CONSTRUCTION ENTRANCE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS. SEE
SHEET C-202 AND C-201 FOR ALL EROSION CONTROL MEASURES AND APPROPRIATE STAGING AND SEQUENCING.
8. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY
BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT THE LIFE OF THE
PROJECT.
9. REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO, FENCING, RETAINING WALLS,
SCREEN WALLS, CONCRETE APRONS, SITE LIGHTING AND RELATED FOUNDATIONS, SITE SPECIFIC SIGNAGE AND
RELATED FOUNDATIONS, BOLLARDS, AND LANDSCAPING WITHIN THE CONSTRUCTION LIMITS UNLESS NOTED
OTHERWISE.
10.COORDINATE WITH ALL PRIVATE UTILITY OWNERS FOR THE RE-USE OF EXISTING ELECTRIC, TELEPHONE, CATV, ETC.
SERVICES TO THE SITE.
11. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES. ELECTRIC HANDHOLES,
PULLBOXES, POWERPOLES, GUYLINES, AND STRUCTURES DISTURBED BY CONSTRUCTION ACTIVITIES TO BE
RESTORED IN ACCORDANCE WITH SPECIFIC OWNER REQUIREMENTS AT CONTRACTORS EXPENSE.
REMOVE TREES
REMOVE CURB & GUTTER
HEM19001
PROJECT NO.
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly Licensed Professional Engineer under the
laws of the state of MINNESOTA.
Stephen M. Johnston
18914 03/07/2022
PERMIT ISSUE
03/07/2022
CIDER RIDGE
MARKETPLACE
APPLE VALLEY
MINNESOTA
SHEET
CERTIFICATION
REGISTRATION NO.
DATE
ISSUE DATE
SHEET INDEX
PROJECT
IDS CENTER
80 SOUTH 8TH STREET, SUITE 1850
MINNEAPOLIS, MN 55402
(612) 335-2600
Civil Engineering | Landscape Architecture | Construction Services
3 1 0 4 TH A V E S O U TH , S U I TE 1 0 0 6
M I N N E A P O L I S , M N 5 5 4 1 5
www.elanlab.comp 612.260.7980
f 612.260.7990
D E
S
I
G
N
VEGETATION CLEARING
REMOVE PAVEMENT
ADJUST GRADE AS NEEDED
PD
10/28/22
AV104431
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)RETAIL
7,458+/- SF.
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)7
C-501
BITUMINOUS PAVEMENT
SECTION (TYP)
CONCRETE PAVEMENT
SECTION (TYP)
EXISTING CONCRETE
SIDEWALK
PATCH SIDEWALK
TY
P
10'
1
C-502
ACCESSIBLE PARKING
SIGN (TYP)
9
C-501
1
C-501
B612 CURB & GUTTER
(TYP)TYP8'8'ACCESSIBLE PARKING
SIGN (TYP)
2
C-502
4
C-502
CONCRETE SIDEWALK
SECTION (TYP)
8
C-501
ACCESSIBLE
CURB RAMP (TYP)
SIDEWALK JOINT
(TYP)
5
C-501
INTEGRAL CURB
AND WALK (TYP)
8 3
13
7
4
8
UTILITY EASEMENT5'10'F-FTRASH
ENCLOSURE
6' HIGH PRIVACY FENCE
INSTALLED ON PROPERTY LINE
4'R5'
BIKE
RACK
(TYP)DRAINAGE & UTILITY EASEMENTDRAINAGE
& UTILITY
EASEMENT
UNDERGROUND
INFILTRATION SYSTEM
SEE C-301
8
L-501
6
C-502
4
C-501
CURB TRANSITION
FROM SURMOUNTABLE
TO B612 CURB
'STOP' SIGN
REINSTALL
SALVAGED
MAILBOX
PROOF OF PARKING
14
2
LOT LINE
HEAVY DUTY CONCRETE
PAVEMENT
EXISTING CONCRETE
WALK
EXISTING CONCRETE
WALK
20
12
18.5'9'8'8'8'8'
9'TY
P
TYP9'
TYP
F-F
5' CONCRETE
SIDEWALK
EXISTING 4' CONCRETE
SIDEWALK
3' CONCRETE
WALK5.67'LINE OF EXISTING
CURB
LINE OF EXISTING
DRIVEWAYR3.67'24'20'R10'R3
.67'R25'9'
TYP
5' CURB TRANSITION
FROM 6" TO 4" CURB15.65'R3.67'4'
24'R15'R15'
24'F-F'DO NOT ENTER'
SIGN 20'24.2'18.5'
R3.67'9'24' 18.5'59.46'
18.5' 24'
8.4' 24'20'20'3
R3.67'R
10'R3.67'R10'
R
3
.
6
7
'R10'9'9'18.5'TYPTY
P
24'18.5'27.2'34.8'17.8'20.6' 139'4
DRIVE-THRU
WINDOW
SPEAKER
POST
VEHICLE HEIGHT
DETECTOR
MENU BOARD
R
1
0
'
R3.67'R10'R3.67'
DRIVE THRU
DIRECTIONAL SIGNR26'R3.67'
R
3
.
6
7
'
9'16'20.6'20.5'12.18'20.64'20.78'F-F 4.83'14'7.3'
26.61'
12'
F-F
5'10'F-FR3.67'R5'R2.17'
13.1'
3.7'R30'R10'R3.67'R
1
0
'R3.67'14'F-F12.7'R3'R
1
0
'R10'R3.67'
R3
4
'
R15'
R10'
11' 11'
DESIGNATED COFFEE
WAITING STALLS
DESIGNATED CHURCH
STAFF PARKING STALLS
R5'6'
CURB OPENING4'CURB
OPENING
'DO NOT ENTER'
SIGN60°STOOP SEE ARCH
(TYP)4.7'8'8'8'11.5'12'LOT LINELO
T
L
IN
E
COFFEE WAITING
PARKING SIGN
(TYP)
2
C-501
RAISED CROSSING/
SPEED HUMP10.4''ACCESS AISLE NO PARKING'
SIGN (TYP)
'ACCESS AISLE NO PARKING'
SIGN (TYP)
R27'R5'R20'R42'R20'10'MONUMENT SIGN
CURB OPENING
3'
0.07'
FOOTING
T
O
EASE
M
E
N
T
1 SITE PLAN
1" = 20'
6020
SCALE IN FEET
Know what's below.
Call before you dig.
R
SITE PLAN
C-101
SITE PLAN NOTES
HEM19001
PROJECT NO.
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly Licensed Professional Engineer under the
laws of the state of MINNESOTA.
Stephen M. Johnston
18914 03/07/2022
PERMIT ISSUE
03/07/2022
CIDER RIDGE
MARKETPLACE
APPLE VALLEY
MINNESOTA
SHEET
CERTIFICATION
REGISTRATION NO.
DATE
ISSUE DATE
SHEET INDEX
PROJECT
IDS CENTER
80 SOUTH 8TH STREET, SUITE 1850
MINNEAPOLIS, MN 55402
(612) 335-2600
Civil Engineering | Landscape Architecture | Construction Services
3 1 0 4 TH A V E S O U TH , S U I TE 1 0 0 6
M I N N E A P O L I S , M N 5 5 4 1 5
www.elanlab.comp 612.260.7980
f 612.260.7990
D E
S
I
G
N
1. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING
UNLESS NOTED OTHERWISE.
2. MEET AND MATCH EXISTING CONDITIONS. PROVIDE PROPER TRANSITION AS NECESSARY.
3. ON-SITE CURB TO BE B612 CONCRETE CURB & GUTTER UNLESS NOTED.
4. ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" AND CONTROL JOINTS AT A
MAXIMUM OF 10'-0".
5. ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING. ACCESSIBLE SYMBOLS TO BE
PAINTED IN WHITE AND ACCESSIBILITY ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE
PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO STALL. REFLECTORIZED PAINT
SHALL COMPLY WITH MNDOT 3592.
LEGEND
CONCRETE SIDEWALK/PAVEMENT
NEW BITUMINOUS PAVEMENT
PROJECT SUMMARY
AREA SUMMARY
TOTAL PARCEL AREA (EXCLUDING 45TH STREET RIGHT-OF-WAY)313,646 SF. (7.20 AC.)
LOT 2 AREA (BANK/ BUSINESS) 35,910 SF. (0.82 AC.)
LAND USE EXISTING AREA PROPOSED AREA
EXISTING BUILDING 15,193 SF (5%) 15,193 SF (5%)
PROPOSED BUILDING 7,458 SF (2%)
PAVEMENT (WALK/ DRIVE/ PARKING) 49,034 SF (15%) 56,481 SF (18%)
TOTAL IMPERVIOUS 64,227 SF (20%) 79,132 SF (25%)
PERVIOUS 249,419 SF (80%) 234,514 SF (75%)
BUILDING COVERAGE
LOT 1 5.5%
LOT 2 21.3%
PARKING SUMMARY
REQUIRED PROPOSED
LOT 2 PARKING 40 STALLS 32 STALLS
SHARED PARKING FOR 2 LOTS 105 STALLS 98 STALLS
2 - 8'X18.5' ACCESSIBLE STALLS
4 - 8'X20' ACCESSIBLE STALLS
38 - 9'X18.5' STALLS
49 - 9'X20' STANDARD STALLS
5 - 9'X20' STANDARD STALLS (PROOF OF PARKING)
PROPOSED BICYCLE 3 BIKE RACKS - 6 SPACES
PERVIOUS AREA
HEAVY DUTY PAVEMENT
REMOVE EXISTING PAVEMENT &
REGRADE BASE AS NEEDED
1
1
1
1
1
1
ASI #1 09/07/20221
1
PD
10/28/22
AV104431
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)145TH STREETCEDAR AVENUE(CO.RD. NO. 23)>>>>FFE 958.5>>>>>>>>>>>>>>>>>>0.5%2.0%>>1.5%2.0%1.5
%
2.0%
2.0 %
57.20
58.77E
58.6E
59.1E
58.18E
58.00
58.3457.84
58.94E
57.12
59.00
57.64
55.5
56.4
59.0
57.8
58.50
56.35
57.00
57.15
56.8
58.34
57.76
57.68
57.64
57.5957.53
58.14
58.26
57.16
58.36E
56.09
58.42
58.18
58.14
58.07 58.04
58.28
58.88
58.28
58.38
58.38
58.28
58.28
58.38
58.38
58.28
58.78
58.88
58.78
58.88
58.28
57.50
57.39
57.39
57.55
57.74
57.86
58.0057.60
57.60
57.65
58.8556.45
56.72
56.91
56.91
56.72
56.56
57.11
57.39 57.39
57.84
57.84
57.47
58.3457.84
57.07
57.90
56.80
58.50
58.16
59.05
57.80
58.4057.90
58.3557.85
59.10
59.20
58.7E
58.10
58.05 58.66E
57.77 57.40
58.22
57.50
57.80
57.05
57.66
58.242.0%56.561.8%58.1058.10
57.59
58.00
95
7 95857.42
57.90
57.42
57.9057.60
57.75 58.4557.95
0.8%
57.90
57.32
57.65
57.20
1.6%57.50
58.80
58.64
58.74
58.73E
58.54E
58.29E
58.3457.84
57.47
58.3457.840.5%58.5058.00 58.5058.00
57.50
57.30
>>
>>
>>
>>
>>
>>
>>58.3458.34
57.50
58.00
57.90
58.00
57.85
57.50 957958957956955958
957956958957
958
9 5 7
9 57
95
8
958
95995
795795895795657.5057.50
56.7 56.7
57.4 57.4
56.9
58.4557.95
58.0557.55
58.04 57.54
58.0557.55 57.40
58.50 58.50
58.50
57.8057.30
57.95
57.95
57.05>>95
8958
58.0057.50
57.9557.45
EOFEOFEOF
58.5058.0058.3057.80
957
9 58
GAS EASEMENT
1 GRADING PLAN
1" = 20'
6020
SCALE IN FEET
Know what's below.
Call before you dig.
R
GRADING PLAN
C-201
HEM19001
PROJECT NO.
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly Licensed Professional Engineer under the
laws of the state of MINNESOTA.
Stephen M. Johnston
18914 03/07/2022
PERMIT ISSUE
03/07/2022
CIDER RIDGE
MARKETPLACE
APPLE VALLEY
MINNESOTA
SHEET
CERTIFICATION
REGISTRATION NO.
DATE
ISSUE DATE
SHEET INDEX
PROJECT
IDS CENTER
80 SOUTH 8TH STREET, SUITE 1850
MINNEAPOLIS, MN 55402
(612) 335-2600
Civil Engineering | Landscape Architecture | Construction Services
3 1 0 4 TH A V E S O U TH , S U I TE 1 0 0 6
M I N N E A P O L I S , M N 5 5 4 1 5
www.elanlab.comp 612.260.7980
f 612.260.7990
D E
S
I
G
N
GRADING NOTES
1. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY
DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE
ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED.
2. ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD
SPECIFICATIONS FOR CONSTRUCTION UNLESS NOTED.
3. FOLLOW ALL RECOMMENDATIONS PRESENTED IN GEOTECHNICAL EVALUATION REPORT .
4. SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT
EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE
“COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA).
5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS.
6. PAVEMENT: SEE DETAIL 7/C-501 FOR BITUMINOUS PAVEMENT SECTION.
7. CONCRETE MIX NO. 3F5# (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER,
MEDIANS, DRIVEWAYS, CROSS GUTTERS, SIDEWALKS, PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO.
3M3#, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE.
IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO
MNDOT 2461.4.
8. FORM COATING MATERIAL SHALL MEET MNDOT 3902.
9. CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531.
10. SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE
PLANS. NO ADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT BROOM FINISH
WILL BE REQUIRED AT RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED
OTHERWISE. ALL EXPOSED EDGES AND JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED
WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE
WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN 3/16”FROM
THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16” ARE FOUND THE
WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT
NO EXPENSE TO THE OWNER.
11. CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE
PIGMENTED, MNDOT 3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER
FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER
PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIED IMMEDIATELY TO THE EXPOSED
SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON.
THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETE
SURFACE.
12. PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING
LOCATIONS: AT THE BEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW CONCRETE
SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING
FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID STRUCTURES. AFTER EACH LOAD OF
CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHEN PLACING SIDEWALK. CONTRACTION JOINTS
WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON
SIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE
THICKNESS OF THE CONCRETE, SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED
SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR
CONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS.
13. CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH
SHALL BE PERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC
YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF.
14. AGGREGATE BASE FINAL SHAPING AND COMPACTION OF THE AGGREGATE BASE SHALL BE DONE JUST PRIOR
TO CONSTRUCTION OF THE CONCRETE OR BITUMINOUS SURFACE. THE FINISHED SURFACE OF THE BASE
SHALL SHOW NO VARIATION GREATER THAN 1/2 INCH FROM A TEN (10) FOOT STRAIGHT EDGE.
15. PLANT MIXED BITUMINOUS MIXTURE SHALL BE SPREAD WITHOUT SEGREGATION, AT THE SPECIFIED RATE TO
THE CROSS SECTION SHOWN IN THE PLANS AND PER MNDOT 3151.
16. ADJUST ALL SURFACE COURSES TO NOT GREATER THAN 3/16 INCH ABOVE ADJACENT CURB AND VALLEY
GUTTERS WHERE WATER FLOWS TO CURB OR VALLEY, AND FLUSH WHERE WATER FLOWS AWAY FROM CURB,
OR 1/2 INCH ABOVE MANHOLE FRAMES, VALVE BOXES OR OTHER FIXED STRUCTURES.
17. THE THICKNESS OF EACH BITUMINOUS COURSE SHALL BE WITHIN 1/4 INCH OF THE THICKNESS AS SHOWN ON
THE PLANS. THE TOTAL THICKNESS OF ALL BITUMINOUS COURSES SHALL BE WITHIN 1/2 INCH.
18. PRIOR TO CONSTRUCTING THE BITUMINOUS BINDER AND/OR WEARING COURSES, THE CONTRACTOR SHALL
SWEEP ROADWAY. THE SWEEPER SHALL BE A SELF-PROPELLED PICK-UP (WITH WATER) SWEEPER. A
SIDE-THROW SWEEPER WILL NOT BE ALLOWED.
19. TACK COAT SHALL CONFORM TO MNDOT 2357.2.A.
20. BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. THE
OWNER MAY AT THEIR OPTION PERFORM AGGREGATE AND BITUMINOUS TESTING. THE COST OF ALL FAILING
TESTS MAY BE BACK-CHARGED TO THE CONTRACTOR.
21. SALVAGE AND RE-SPREAD A MINIMUM OF 6" TOPSOIL IN TURFED AREAS.
22. COMPOSITE CURVE NUMBER (Cn) = 64
IMPERVIOUS
PERVIOUS
EXISTING PROPOSED
BUILDING
TOTAL IMPV
NPDES AREA SUMMARY
0.349 ACRES
PAVEMENT 1.125 ACRES
0.520 ACRES
1.296 ACRES
TOTAL
1.474 ACRES 1.816 ACRES
5.726 ACRES 5.384 ACRES
7.200 ACRES 7.200 ACRES
ASI #1 09/07/20221
1
1
1
PD
10/28/22
AV104431
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)145TH STREETCEDAR AVENUE(CO.RD. NO. 23)>>>>FFE 958.5>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>>>FES 954.9
4" FIRE SERVICE
CONNECT TO EXISTING
WITH 6" X 4" CUT-IN TEE
AND 4" GATE VALVE
UTILITY EASEMENT
PVC PIPE
BEDDING (TYP)
1
C-504
GATE VALVE & BOX
INSTALLATION (TYP)
2
C-504
PRECAST CONCRETE
HEADWALL (TYP)
4
C-504
27' - 8" PVC
@3.3%
175' -15" PVC
@0.25%
CB 1
48" DIA
R-3067 CASTING
RE 956.63
IE 953.27(S)
IE 954.0(N)
SANITARY SEWER CONNECTION
CUT IN WYE- INV 946.5 +/-
20' - 8" PVC @1.0%
REBUILD 48" DIA CBMH AS NEEDED
TO CONNECT NEW INLET INVERT 852.3
R-1642 CASTING
RE 956.3
IE 952.2
BASIN OUTLET
5 LF 8" CMP
INV 952.45
FERNCO CONNECTION 6" GATE VALVE
HYDRANT
1.5" DOMESTIC SERVICE
CONNECT TO 4" FIRE SERVICE
WITH 1.5" CORP AND SADDLE
INSTALL 1.5" CURB STOP
25' - 18" PVC
@ 0.5%
EXISTING
HYDRANT
RELOCATE EXISTING HYDRANT
PLUG EXISTING TEE
INSTALL NEW TEE AND LEAD
CB 4A
32" DIA
R-1792-HG CASTING
RE 956.09
IE 952.59
PROPOSED UNDERGROUND STORMWATER BASIN
CONSISTING OF FIVE ROWS OF 60" DIA CMP 60' IN LENGTH
WITH HEADER SURROUNDED BY CRUSHED ROCK.
PIPE INVERT 950.0
ROCK INVERT 949.0
0.5 V TO 1.0 H ROCK SIDE SLOPE
REMOVE BEND
INSTALL 6" X 6" TEE
32' -15" PVC
@0.25%
CBMH 2
48" DIA
R-3067 CASTING
RE 956.90
IE 952.84 (N & S)
CBMH 3
48" DIA
R-3067 CASTING
RE 957.13
IE 952.70 (W & E)
95' -15" PVC
@0.25%
5 LF 15" CMP
IE 952.45
FERNCO CONNECTION
SOLID PIPE IN THIS SECTION
WEIR WALL AND STAND PIPE
TO FACILITATE SEDIMENT
REMOVAL
CB 4
48" DIA
R-1792-HG CASTING
RE 956.09
IE 952.59
5' - 15" PVC
@ 0.0%
CONNECT TO EXISTING MANHOLE
AT ELEVATION 948.0 BY CORE DRILLING
AND INSTALLING FLEXIBLE BOOT.
30' - 8" PVC @ 0.4%
8" PLUG. MARK END
OF PIPE WITH
TREATED 4" x 4"
4" - 45° BEND (2)
UNDERGROUND
STORMWATER
SYSTEM
1
C-505
12" X 15" PVC WYE
12" - PVC ROOF DRAIN @1.0%
FDC
32" CATCHBASIN3
C-504
CATCHBASIN MANHOLE -
IN CURB (TYP)
6
C-504
4
C-504
CATCHBASIN
MANHOLE
1 UTILITY PLAN
1" = 20'
6020
SCALE IN FEET
Know what's below.
Call before you dig.
R
UTILITY PLAN
C-301
HEM19001
PROJECT NO.
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly Licensed Professional Engineer under the
laws of the state of MINNESOTA.
Stephen M. Johnston
18914 03/07/2022
PERMIT ISSUE
03/07/2022
CIDER RIDGE
MARKETPLACE
APPLE VALLEY
MINNESOTA
SHEET
CERTIFICATION
REGISTRATION NO.
DATE
ISSUE DATE
SHEET INDEX
PROJECT
IDS CENTER
80 SOUTH 8TH STREET, SUITE 1850
MINNEAPOLIS, MN 55402
(612) 335-2600
Civil Engineering | Landscape Architecture | Construction Services
3 1 0 4 TH A V E S O U T H , S U I T E 1 0 0 6
M I N N E A P O L I S , M N 5 5 4 1 5
www.elanlab.comp 612.260.7980
f 612.260.7990
D ESIGN
UTILITY NOTES
1. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE
NOTED AND FORWARDED TO THE ENGINEER.
2. CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT PROPERTY IS
NOT DAMAGED DURING UTILITY INSTALLATION.
3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
4. UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THE DATE OF THIS
PLAN. THE CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARING THIS PLAN WITH THE
MECHANICAL PLANS PRIOR TO ANY UTILITY CONSTRUCTION.
5. PIPE MATERIALS: (TO BE VERIFIED)
WATERMAIN 4" & 6" DIP CLASS 52
STORM SEWER PVC (SCH 40) & CMP
SANITARY SEWER PVC (SCH 40)
6. ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'S ASSOCIATION OF
MINNESOTA (CEAM), MINNESOTA PLUMBING CODE AND CITY OF APPLE VALLEY STANDARD
SPECIFICATIONS.
7. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED.
COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED
AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
8. PROVIDE A MINIMUM 8' TO A MAXIMUM OF 10' OF COVER OVER ALL NEW WATERMAIN.
9. UTILITY AND MECHANICAL CONTRACTORS MUST COORDINATE THE INSTALLATION OF ALL WATER
AND SEWER PIPES INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING.
10. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE
EQUIPMENT MUST UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA
STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. THE USE OF UNLINED OR
UNCOATED PIPE IS NOT ALLOWED.
ASI #1 09/07/20221
1
LEVEL 1
100' - 0"
T.O. STOREFRONT
110' -0"
T.O. PARAPET
119' -6"
PREFINISHED METAL PANEL -
CHARCOAL
MANUFACTURED STONE
VENEER -GREY
MANUFACTURED WOOD SIDING
ALUMINUM STOREFRONT -
DARK BRONZE19' - 6"STEPPED-BACK PARAPET
CORRUGATED METAL -
CHARCOAL
A1
A351
B1
A351
ALUMINUM LOUVERS -
DARK BRONZE, 30"
DEEP
DECORATIVE
WALL SCONCE
1
18' - 0"LEVEL 1
100' -0"
T.O. STOREFRONT
110' -0"
T.O. PARAPET
119' -6"
CEMENTITIOUS PANEL -
LIGHT GREY
19' - 6"ALUMINUM STOREFRONT -
DARK BRONZE
PREFINISHED METAL PANEL -
CHARCOAL
MANUFACTURED STONE
VENEER -GREY
DECORATIVE
WALL SCONCE STEPPED-BACK PARAPET
CORRUGATED METAL -
CHARCOAL
A1
A350
C1
A350
B1
A350
8
4
.
0
9
°
CEMENTITIOUS PANEL -
LIGHT GREY
ALUMINUM LOUVERS -
DARK BRONZE, 30" DEEP
SIGNAGE BY TENANT, PROVIDE
PLYWOOD BACKING AT UPPER
PORTION OF CEMENTITIOUS &
FAUX WOOD PANEL AREAS, TYP.
TYP. METAL
PANEL PATTERN5' - 0"5' - 0"5' - 0"2' - 0"PREFINISHED METAL
PANEL -CHARCOAL
DIVIDE PANELS EQUALLY
AS SHOWN, TYP.
POSSIBLE LOCATION OF FDC,
VERIFY W/ CITY
1
E1
A350
MANUFACTURED WOOD SIDING -
REDWOOD
1
SIGNAGE BY TENANT,
PROVIDE PLYWOOD BACKING
LEVEL 1
100' -0"
T.O. STOREFRONT
110' -0"
T.O. PARAPET
119' -6"
CEMENTITIOUS PANEL -
LIGHT GREY
ALUMINUM STOREFRONT -
DARK BRONZE
PREFINISHED METAL PANEL -
CHARCOAL
DRIVE THRU WINDOW,
VERIFY MODEL & SILL
HEIGHT W/ TENANT19' - 6"STEPPED-BACK PARAPET
CORRUGATED METAL -
CHARCOAL
D1
A350
B1
A352
A1
A352
DECORATIVE
WALL SCONCELOCATION OF ELEC
CABINET, GAS METER
MANUFACTURED WOOD SIDING -
REDWOOD
1
LEVEL 1
100' -0"
T.O. STOREFRONT
110' -0"
T.O. PARAPET
119' -6"
ALUMINUM STOREFRONT -
DARK BRONZE
PREFINISHED METAL
PANEL -CHARCOAL
SIGNAGE BY TENANT, PROVIDE
PLYWOOD BACKING AT UPPER
PORTION OF CEMENTITIOUS
PANEL AREAS, TYP.
CEMENTITIOUS PANEL -
LIGHT GREY
PREFINISHED METAL
PANEL -CHARCOAL
DIVIDE PANELS EQUALLY
AS SHOWN, TYP.
STONE VENEER - GREY
CEMENTITIOUS PANEL -
LIGHT GREY21' - 6"STEPPED-BACK PARAPET
CORRUGATED METAL -
CHARCOAL
CEMENTITIOUS PANEL -
LIGHT GREY
STEPPED-BACK PARAPET
SCREENING - CHARCOAL
MANUFACTURED
WOOD SIDING
ALUMINUM LOUVERS -
DARK BRONZE, 30" DEEP
HOLLOW METAL
INSULATED DOOR
DECORATIVE WALL
SCONCE 4' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"2' - 0"TYP. METAL
PANEL PATTERN
NW CORNER
METAL PANEL
PATTERN
OVERFLOW ROOF
DRAIN DAYLIGHTS
12" ABOVE GRADE
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.
SIGNATURE
REGISTRATION NUMBER DATE
PRINT NAME
Copyright 2021 DJR Architecture, Inc.C B AD
4
3
2
1
333 Washington Ave N, Suite 210
Minneapolis, Minnesota 55401
612.676.2700 www.djr-inc.com
Issue:Date:
Project #:
Date:
Drawn by:
Checked by:
E
45376 3/7/2022
SHELDON BERG
A200EXTERIOR ELEVATIONS145TH STREET & CEDAR AVENUE -APPLE VALLEY, MN18-077.02
3/7/22
CW
SN
CIDER RIDGE MARKETPLACE1/8" = 1'-0"A4 NORTH EXTERIOR ELEVATION
1/8" = 1'-0"A2 EAST EXTERIOR ELEVATION
1/8" = 1'-0"A3 SOUTH EXTERIOR ELEVATION
1/8" = 1'-0"A1 WEST EXTERIOR ELEVATION
B4 PERSPECTIVE FROM SW CORNER
B2 NE PERSPECTIVE
B3 PERSPECTIVE FROM NW
B1 SE PERSPECTIVE
MATERIAL TYPES =
CEMENTITIOUS PANEL= 5/8" NICHIHA
OR HARDI BOARD PANEL OR SIM.
CAPABLE TO UP TO 48"x 108"
COLOR: LIGHT GREY
METAL PANEL= ALUMINUM COMPOSITE
FLAT PANEL CAPABLE OF 30" WIDTH OR
CONCEALED FASTENER METAL PANELS
15" WIDE W/ FLUSH SEAMS
COLOR: CHARCOAL
CORRUGATED METAL PANEL=
HORIZONTAL RIBBED EXPOSED
FASTENER PANEL
COLOR: CHARCOAL
MANUFACTURED STONE = CORONADO
STRIP STONE
COLOR: BLACK FOREST
MANFACTURED WOOD SIDING =
LONGBOARD, KNOTWOOD, LUX OR SIM.,
COLOR: CHERRY OR CEDAR FINISH
PERMIT SET 3-7-2022
1 ASI #1 9-7-2022
1
1
PD
10/28/22
AV104431
TRASH ENCLOSURE
1
L-501
DECIDUOUS TREE
PLANTING (TYP)
3
L-501
SHRUB PLANTING
(TYP)
7
L-501
PLANTING AT PARKING
ISLAND (TYP)
2
L-501
CONIFEROUS
TREE PLANTING
(TYP)
4
L-501
PERENNIAL
PLANTING (TYP)
5
L-501
EDGING AT
PLANTING BED (TYP)
6
L-501
SOD AT HARDSCAPE
(TYP)
6' PRIVACY FENCE ON
PROPERTY LINE
PIPELINE
EASEMENT
INSTALL TREES OUTSIDE
EASEMENTS
SHRUBS PLANTING
WITHIN PIPELINE EASEMENT
LOW PLANTING WITHIN
45' SIGHT TRIANGLE
8
L-501
BIKE RACK
(TYP)
EXISTING CONIFEROUS
TREES (TYP)
EXISTING CONIFEROUS
TREE (TYP)
SOD RESTORATION
EXISTING TREE
(TYP)
RELOCATED TREE 9' FROM
EXISTING LOCATION
9
L-501
SPADED
TREE (TYP) 9'TREE PLANTING 15' MIN.
FROM EXISTING GAS LINE15'TREE PLANTING WITHIN
DRAINAGE & UTILITY
EASEMENT
EXISTING VEGETATION
PROVIDE 30" CLEAR
SPACE FOR VEHICLE
OVERHANG
RELOCATED TREES 8' FROM
EXISTING LOCATION
8'8'ROCK OVER WEED BARRIER
FABRIC IN MAINTENANCE
ACCESS
MONUMENT SIGN
145TH STREETCEDAR AVENUE(CO.RD. NO. 23)145TH STREETCEDAR AVENUE(CO.RD. NO. 23)RETAIL
7,458+/- SF.
1 LANDSCAPE PLAN
1" = 20'
6020
SCALE IN FEET
Know what's below.
Call before you dig.
R
LANDSCAPE PLAN
L-101
LANDSCAPE SUMMARY
HEM19001
PROJECT NO.
03/07/2022
PERMIT ISSUE
03/07/2022
CIDER RIDGE
MARKETPLACE
APPLE VALLEY
MINNESOTA
SHEET
CERTIFICATION
REGISTRATION NO.
DATE
ISSUE DATE
SHEET INDEX
PROJECT
IDS CENTER
80 SOUTH 8TH STREET, SUITE 1850
MINNEAPOLIS, MN 55402
(612) 335-2600
Civil Engineering | Landscape Architecture | Construction Services
3 1 0 4 TH A V E S O U TH , S U I TE 1 0 0 6
M I N N E A P O L I S , M N 5 5 4 1 5
www.elanlab.comp 612.260.7980
f 612.260.7990
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly Licensed Landscape Architect under the laws
of the state of MINNESOTA.
Pilarsinee Saraithong
45059
D E
S
I
G
N
SOD
EXISTING TREE
LANDSCAPE NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE
IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET
AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE
ARCHITECT FOR RESOLUTION.
2. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE
CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT
MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND
DISFIGURATION.
3. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE
QUANTITIES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING
FOLLOWING LAYOUT FIGURES.
4. TOPSOIL TO BE MNDOT 3877.2B LOAM TOPSOIL BORROW FOR LANDSCAPED AREAS AND PLANTING
BEDS. PROVIDE ROOTING TOPSOIL BORROW MNDOT 3877.2E FOR PLANT RESTORATION, WATER
QUALITY, AND INFILTRATION PLANTING.
5. PLANTING SOIL TO BE CONSISTED OF 50% SELECT TOPSOIL BORROW (MNDOT 3877) AND 50% GRADE 2
COMPOST (MNDOT 3890). PLANTING SOIL TO HAVE A PH BETWEEN 6.5-7.5, BE FREE OF CHEMICAL
CONTAMINANTS, DEBRIS, LARGE ROCKS GREATER THAN 1/ 2" DIAMETER, AND FRAGMENTS OF WOOD.
SUBSOIL SHALL BE SCARIFIED TO A DEPTH OF 4" BEFORE PLANTING SOIL IS SPREAD.
6. SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALL PLANTING BEDS PRIOR TO
PLANTING. THOROUGHLY WATER TWICE TO FACILITATE CONSOLIDATION PRIOR TO PLANTING. DO NOT
OVERLY COMPACT SOIL.
7. MULCH TO BE SHREDDED HARDWOOD BARK MULCH (MNDOT 3882 TYPE 6), CONSISTED OF RAW WOOD
MATERIAL FROM TIMBER AND BE A PRODUCT OF A MECHANICAL CHIPPER, HAMMER MILL, OR TUB
GRINDER. THE MATERIAL SHALL BE SUBSTANTIALLY FREE OF MOLD, DIRT, SAWDUST, AND FOREIGN
MATERIAL AND SHALL NOT BE IN AN ADVANCED STATE OF DECOMPOSITION. THE MATERIAL SHALL NOT
CONTAIN CHIPPED UP MANUFACTURED BOARDS OR CHEMICALLY TREATED WOOD, INCLUDING, BUT NOT
LIMITED TO, WATER BOARD, PARTICLE BOARD, AND CHROMATED COPPER ARSENATE (CCA) OR PENTA
TREATED WOOD. THE MATERIAL SHALL BE TWICE-GROUND/ SHREDDED, SUCH THAT; NO INDIVIDUAL
PIECE SHALL EXCEED 2 INCHES IN ANY DIMENSION.
8. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING
AROUND ALL TREES.
9. EDGE ALL SHRUB BEDS WITH 3/ 16" X 5" MILL FINISHED ALUMINUM EDGING WITH STAKES. ALL EDGING TO
BE COMMERCIAL GRADE.
10. APPLY THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN ALL SHRUB BED AREAS AND
APPLY TWO (2) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN PERENNIAL AREAS. PRIOR TO
MULCHING, APPLY PRE-EMERGENT HERBICIDE TO ALL PLANTING BEDS.
12. APPLY THREE (3) INCH DEPTH OF 1 - 1 1/2 INCH TRAP ROCK MULCH OVER WEED BARRIER FABRIC IN
AREAS INDICATED ON PLAN.
13. 13. WEED BARRIER FABRIC TO BE BLACK POLYPROPYLENE SHEET 5 OZ/SQ.YD. TENSILE STRENGTH
PER ASTM D-4632, PRODUCT BY DEWITT COMPANY OR APPROVED EQUAL.
14. ALL TREES SHALL HAVE LOWER BRANCH AT 6 FEET MINIMUM ABOVE SIDEWALK.
15. THE ENTIRE LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. NO
WATER IS ALLOWED ON ANY PAVEMENT, PARKING, WALKWAY, AND BUILDING. THE IRRIGATION
CONTRACTOR IS TO DESIGN AND SUBMIT SHOP DRAWING OF IRRIGATION DESIGN AND CALCULATIONS TO
LANDSCAPE ARCHITECT FOR REVIEW 5 DAYS PRIOR TO PURCHASING AND INSTALLATION. IRRIGATION
DESIGN IS TO MEET ALL CITY AND STATE PLUMBING CODES AND REQUIREMENTS.
16.FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED.
17. LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT WARRANTY
PERIOD. THE WARRANTY PERIOD IS TWO FULL YEARS FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL
FINAL ACCEPTANCE. WARRANTY PERIOD FOR PLANT MATERIAL INSTALLED AFTER JUNE 1ST SHALL
COMMENCE THE FOLLOWING YEAR.
CONIFEROUS TREES
3 6' HT. B&B 25'H X 6'W
60 POT 3'H X 4'W
1 B&B 40'H X 35'WACER X FREEMANII
'SIENNA'
2.5" CAL. SIENNA GLEN
MAPLE
3 B&B 50'H X 35'W2.5" CAL.
CONIFEROUS SHRUBS
PERENNIALS
RUDBECKIA FULGIDA
VAR. 'DEAMII'
DEAMII BLACK
EYED SUSAN
QUANT. KEY COMMON NAME SCIENTIFIC NAME SIZE ROOT
COND.
DECIDUOUS TREES
MATURE
SIZE
24 POT 2'H X 3'WHYDRANGEA ARBORESCENS
'HCHA5'
INVINCIBLE WEE
WHITE HYDRANGEA
GYMNOCLADUS DIOICUS
'ESPRESSO - JFS'
ESPRESSO KENTUCKY
COFFEETREE
1 GAL. POT 2'H X 1.5'W
5 GAL.
5 GAL. SPIRAEA X BUMALDA
'ANTHONY WATERER'
ANTHONY WATERER
SPIREA
SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED
SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE
AND/OR INSTALLATION.
JUNIPERUS HORIZONTALIS
'HUGHES'
HUGHES JUNIPER 5 GAL. POT 1.5'H X 5'W34
245
PARKING
TOTAL PARKING AREA FOR 2 LOTS 40,093 SF. REQUIRED PROPOSED
LANDSCAPE ISLANDS 802 SF. (2%) 1,998 SF. (5%)
2.5" CAL. TREE/ 150 SF. 5 TREES 5 - 2.5" TREES + 3 - 6' HT' ON 2 LOTS
ESTIMATED LANDSCAPE
ESTIMATED BUILDING CONSTRUCTION COST 7,500 SF. X $200 = $1.5M
REQUIRED ESTIMATED LANDSCAPE VALUE 2.5% MIN.
LOT 2 LANDSCAPE VALUE = $39,000 +/- (2.6%)
5 - 2.5" CAL. DECIDUOUS TREES X $650 = $3,250
3 - 6' HT. CONIFEROUS TREES X $650 = $1,950
178 - 5 GAL SHRUBS X $70 = $12,460
353 - 1 GAL PERENNIALS X $20 = $7,060
50 CY MULCH X $75 = $3,750
335 LF EDGING X $14 = $4,690
335 SY SOD X $6 = $2,010
BOULDER, ROCK & FABRIC
IRRIGATION $6,000
PLANT SCHEDULE
LEGEND
PICEA ABIES
'CUPRESSINA'
CUPRESSINA NORWAY
SPRUCE
3 B&B 2.5" CAL. GLEDITSIA TRIACANTHOS
VAR INERMIS 'HARVE'
NORTHERN ACCLIAM
HONEYLOCUST
40'H X 35'W
SALVIA NEMROSA
BALYRICLU'
LYRICAL BLUES
SALVIA
HEMEROCALLIS
'STELLA SUPREME'
STELLA SUPREME
DAYLILY
CALAMAGROSTIS
ACUTIFLORA
'KARL FOERSTER'
KARL FOERSTER
FEATHER REED GRASS
1 GAL. POT 1.5'H X 1.5'W
1 GAL. POT 4'H X 2'W
1 GAL. POT 2'H X 2'W
14 POT 12'H X 6'WTHUJA OCCIDENTALIS
'TECHNY'
TECHNY
ARBORVITAE
10 GAL.
50 POT 2'H X 4'WRHUS AROMATICA
'GRO-LOW'
GRO-LOW
FRAGRANT SUMAC
5 GAL.
TREE PRESERVATION SUMMARY
REMOVED REPLACED
RELOCATE 2 - 3" & 1- 4" ON-SITE TREE -
REMOVE 16 ON-SITE SIGNIFICANT TREES 7 - 2.5" DECIDUOUS + 5 - 6' HT CONIFEROUS
TOTAL 173 INCHES DBH = 173 X 10% = 17.3 INCHES TOTAL 30 INCHES ON-SITE
2 6' HT. B&B 40'H X 20'WPICEA GLAUCA
'DENSATA'
BLACK HILLS
SPRUCE
DECIDUOUS SHRUBS
DIERVILLA LONICERA DWARF BUSH
HONEYSUCKLE
5 GAL. POT 3'H X 4'W67
175 LIRIOPE SPICATACREEPING
LILYTURF
1 GAL. POT 1'H X 1.5'W
BOUTELOUA
CURTIPENDULA
SIDEOATS GRAMA 1 GAL. POT
SPOROBOLUS
HETEROLEPIS
PRAIRIE DROPSEED 1 GAL. POT
SLOPE TREATMENT
WITH 12" - 36 " BOULDERS
6" - 8" ROCKS SPREADING BETWEEN
2'H X 2'W
2'H X 3'W
HEMEROCALLIS
'PASSIONATE RETURNS
PASSIONATE RETURNS
DAYLILY
1 GAL. POT 1.5'H X 1.5'W
ROCK MULCH
THUJA OCCIDENTALIS
'BAILJOHN'
FIRST EDITIONS
TECHNITO ARBORVITAE
6' HT. POT 8'H X 4'W5
ASI #1 09/07/20221
1
1
1
1
1
PD
10/28/22
AV104431
CITY OF APPLE VALLEY
RESOLUTION NO. 2023 - ___
A RESOLUTION APPROVING A CONDITIONAL USE PERMIT
FOR DRIVE-THRU WINDOW SERVICE
IN CONJUNCTION WITH A CLASS III RESTAURANT
IN PLANNED DEVELOPMENT NO. 1087
AND ATTACHING CONDITIONS THERETO
WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted,
as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the
City; and
WHEREAS, said regulations provide that drive-thru window service may be allowed
within the confines of “PD-1087” (Planned Development No. 1087) zoning district in conjunction
with a Class III Restaurant and in accordance with specific performance standards, as a conditional
use; and
WHEREAS, approval of a Conditional Use Permit for drive-thru window service, a
conditional use in conjunction with a Class III Restaurant, has been requested by the developer,
Hempel Real Estate, and property owner, Honeycrisp Holdings, LLC; and
WHEREAS, review of such Conditional Use Permit request to determine its conformance
with the applicable regulations and performance standards has occurred at a public hearing held on
February 15, 2023; and
WHEREAS, the Apple Valley Planning Commission recommended approval of such
Conditional Use Permit subject to certain conditions on ___ __, 2023.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple
Valley, Dakota County, Minnesota, that a Conditional Use Permit for a drive thru window service
in conjunction with a Class III restaurant within PD-1087 be approved subject to compliance with
the City Code and the following conditions:
1. The Conditional Use Permit shall apply to property legally described as Lot
2, Block 1, Hope Alliance 2nd Addition.
2. If the use allowed by the Conditional Use Permit is not completed or utilized
within one (1) year of the date of approval, the permit shall become null and
void.
3. The installation of the drive-thru improvements and the use/operation thereof (e.g.
improvement site design, vehicle movement, etc.) shall be in accordance with the
approved site plan dated September 7, 2022, on file at the City Offices.
4. No sign approval is given at this time. A separate sign permit shall be obtained
prior to the installation of any signs on the site.
5. The Class III restaurant is located less than 1,000 feet from residential or
institutional uses; therefore, the City Council restricts the hours of operation of a
drive-thru window from 7:00 a.m. to 10:00 p.m. daily to mitigate any adverse
impacts caused by noise, headlights, traffic volume and emissions from idling
vehicles.
6. No more than one (1) drive-thru window with related exterior drive-thru facilities is
permitted for each building on a lot of record.
7. Noise, headlights, traffic volume and emissions from idling vehicles resulting from
the operation of the window shall not negatively impact surrounding residential and
institutional uses and shall be mitigated as required by the City.
8. The drive-thru lane shall not impede or conflict with vehicular, bicycle or
pedestrian traffic circulation on the site as determined by the City Traffic Engineer.
9. If the installation of the drive-thru facilities results in the loss of parking
spaces, then the remaining parking spaces available for the entire site shall
meet the parking requirements set forth in this Chapter.
10. The Conditional Use Permit may be revoked for cause if the terms of (2)
through (9) preceding are not adhered to.
ADOPTED this _____th day of ____________, 2023.
_________________________________
Clint Hooppaw, Mayor
ATTEST:
___________________________________
Pamela J. Gackstetter, City Clerk
CERTIFICATE
I, Pamela Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true
and correct copy of a resolution adopted by the City Council on ___________ ___, 20____, the
original of which is in my possession, dated this _____day of ______________________, 20__ .
____________________________________
Pamela J. Gackstetter, City Clerk
I T E M: 6.A.
P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:F ebruary 15, 2023
S E C T I O N:Other Business
Description:
Review of Upcoming S chedule and Other Updates
S taff Contact:
B reanna Vincent, Department Assistant
Department / Division:
Community Development Department
AC T I O N RE Q UE S T E D:
N/A
S UM M ARY:
Next P lanning Commission Meetings:
Wednesday, March 1, 2023 - 7:00 p.m
Public hearing applications due by 9:00 a.m. on Wednesday, February 1, 2023.
Site plan, variance applications due by 9:00 a.m. on Wednesday, February 15, 2023.
Wednesday, March 15, 2023 - 7:00 p.m.
Public hearing applications due by 9:00 a.m. on Wednesday, J anuary 18, 2023.
Site plan, variance applications due by 9:00 a.m. on Wednesday, February 1, 2023.
Next City Council Meetings:
T hursday, February 23, 2023 - 7:00 p.m.
T hursday, March 9, 2023 - 7:00 p.m.
B AC K G RO UND:
N/A
B UD G E T I M PAC T:
N/A