HomeMy WebLinkAbout4A - Radermachers 2nd Addn Prelim Plat
Error! Hyperlink reference not valid. Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com
4646 Dakota Street SE
Prior Lake, MN 55372
PLANNING COMMISSION AGENDA REPORT
MEETING DATE: December 12, 2022
AGENDA #: 4A
PREPARED BY:
PRESENTED BY:
Ian Cochran, Planner
Ian Cochran
PUBLIC HEARING:
AGENDA ITEM:
Yes
CONSIDER A REQUEST FOR A PRELIMINARY PLAT TO BE KNOWN AS
RADERMACHERS 2nd ADDITION
DISCUSSION: Introduction
Mark Krogh of Java Properties, on behalf of the property owner, has applied for
approval of a preliminary plat to be known as Radermachers 2nd Addition which
is to be developed into one commercial lot and one outlot. The subject property
is located southwest of the intersection at Highway 13 and Panama Ave SE on
Village Lake Drive, next to Tractor Supply. The PID is 252820040.
History
The current parcel is the last undeveloped outlot for the Radermachers First
Addition commercial subdivision which was first platted in 1992 and is attached
for reference. The other outlots within the first addition have since been platted
and developed into what is today a McDonald’s restaurant, Pro Service
Automotive Repair, and Tractor Supply.
Current Circumstances
The current proposal calls for a one lot and one outlot commercial subdivision
with a site area totaling 3.148 acres. The proposed commercial lot would total
0.93 acres (40,586 sq feet) while the outlot would total 2.22 acres (96,544 sq
ft).
PHYSICAL SITE CHARACTERISTICS:
The following paragraphs outline the physical characteristics of the existing site,
the Comprehensive Plan and zoning designations, and a description of some of
the specifics of the site.
Total Site Area: The site is currently vacant with the total property area
consisting of 3.148 acres. The total area to be disturbed is 1.4 acres.
Topography: This site is mostly flat with elevations ranging from 969’ MSL
along Village Lake Drive SE to 975’ MSL along Highway 13.
Wetlands: There are no wetlands located on this site.
Access: Access to the site is proposed from Village Lake Drive, south of the
parcel. No access from Highway 13 is proposed.
2030 Comprehensive Plan Designation: This property is designated
Retail/General Business on the 2040 Comprehensive Plan Land Use Map.
Zoning: The site is zoned C-2, General Business Commercial.
Shoreland Overlay District: This property is located in the Shoreland District
for Crystal Lake and is subject to subsection 1130.405(2) of Prior Lake city code
which states the impervious surface coverage shall not exceed 75% of the total
parcel provided all structures meet setback and other requirements of the
zoning code, that the parcel is served by municipal water and sewer, and that
stormwater is collected and treated in compliance with the City Public Works
Design Manual. The applicant is proposing a total of 0.381 acres of impervious
surface area which will cover 40.97% of the Lot 1 site area.
ISSUES: PROPOSED PLAN
Lots: The plan calls for one commercial lot to be developed as a drive through
restaurant use and one outlot for future commercial development. Lot sizes are
as follows: Lot 1 = 40,586 sq ft (.93 acres); Outlot A= 96,544 sq ft (2.22 acres).
Both lots meet the minimum dimensional requirements.
Setbacks: The proposed structures meet required setbacks for the C-2 zoning
district (30 feet front / 15 feet rear / 10 feet side yards).
Parks / Trails: No park or trails are proposed. Parkland dedication will be
satisfied through a cash-in-lieu payment to the City Park Fund at the time of
pending final plat approval.
Streets / Sidewalks: The plan calls for the creation of two left turn lanes on
Village Lake Drive, which is classified as a Major Collector roadway. One for
eastbound traffic turning left into the commercial lots and another for westbound
traffic turning onto the Heritage Lane SE. The design mimics the existing turn
lanes located just east of the property on Village Lake Drive by the entrance of
the adjacent commercial lot. The applicant has not proposed any new sidewalks
however as part of a recommendation from the MnDOT staff is recommending
including ADA compliant pedestrian connections for pedestrians and cyclists to
access the business from the south via Village Lake Dr. to be included as a
condition of approval.
Parking: The plan calls for 15 parking stalls including one handicap stall. This
meets the requirements for the proposed use based on the requirements
established in the section 1146 (Parking) of the Prior Lake City Code.
Sanitary Sewer / Water Mains: Sanitary sewer and water services will be
extended north from Village Lake Drive into the commercial lot.
Storm Water / Hydrology: Storm water for the commercial lot to be developed
will be directed toward two proposed rentetion basins. The first is located on the
west boundary of the lot. The second is on the northeast corner of the lot
between the outlot and right-of-way for Highway 13.
Tree Preservation/Landscaping: Section 1145 of The Prior Lake Zoning
Ordinance outlines the requirements for trees, landscaping and bufferyards for
commercial lots. The applicant’s landcape architect has worked with staff to
compile a landscaping plan that meets the requirements for this development
based on the site layout.
Fees and Assessments: This development will be subject to the standard
development fees including park dedication, and trunk street and utility service
charges.
Conclusion
As noted in the attached staff & third party memorandums, the developer must
refine the plans to assure compliance with the MnDOT’s Metro District bike plan,
Public Work Design Manual, and requirements of the City Zoning Ordinance. It
does not appear that these comments will drastically affect the design of the
plat. Therefore, City Staff recommends approval of the Preliminary Plat subject
to the following conditions:
1. The Developer shall obtain the required permits from other state or local
agencies prior to any work on the site.
2. The Developer shall revise the plans in accordance with the
recommendations contained in the memorandum from the MnDOT dated
December 2nd, 2022.
3. The Developer shall revise the plans in accordance with the requirements
contained in the memorandum from the Public Works Department dated
November 3rd, 2022.
4. The Developer shall revise the plans in accordance with the requirements
contained in the memorandum from the Community Development
Department dated November 30th, 2022.
ALTERNATIVES: The Planning Commission has the following alternatives:
1. Motion and a second to recommend approval of the Preliminary Plat subject
to the listed conditions.
2. Motion and a second to table this item to another Planning Commission
meeting and provide the developer with direction on the issues that have
been discussed.
3. Motion and a second to recommend denial of the request based upon
findings of fact.
RECOMMENDED
MOTION:
Alternative #1
ATTACHMENTS: 1. Location Map
2. Preliminary Plat
3. Engineering Plans
4. Architectural Plans
5. Engineering/Public Works Dept. Memorandum dated 11/24/2022
6. Trip Generation Memorandum dated 11/24/2022
7. MnDOT Memorandum dated 12/02/2022
8. Community Development Dept. Memorandum dated 12/01/2022
9. Radermachers First Addition Final Plat
Rademacher’s 2nd Addition
Preliminary Plat
Location Map
Wil l o w w o o d S tS E
Village Lake Dr SE
S i m p kin s CirSWSimpkinsAveSWPeregrineCirSWWi l l o ww oo d St SW
Simpkins D rS W
Kennett
Curve SW
H e r it a g e L n S E
Turner
Dr
S
W
12
23
12
42 42
44
27
21
18
8723
82
83
14
17
X:\Planning\Location Map\Location Map Template\LOCATION MAP TEMPLATE SP.aprx
0 210 420 630 840Feet Subject Properties
Subject Property
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OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGT
UGT
UGT
RIM=970.92
INV/SW=965.92
RIM=969.52
INV S=964.79
RIM=970.82
INV S=966.55
RIM=966.77
INV E=962.67
RIM=966.16
INV W=962.33
INV N=962.07
INV E=961.88
RIM=966.72
INV W=961.12
INV E=961.17
RIM=966.27
INV E=962.33
INV W=962.32
INV S=962.10
18" RCP15" RCP 18" RCP 18" RCP
RIM=968.95
INV E=947.85
INV W=947.90
INV S=947.95
RIM=967.64
INV E=954.29
INV W=954.34
INV N=954.34
RIM=970.04
INV N=955.54
INV W=955.40
INV S=955.49
INV E=955.54
l l l l l l l l l l l l l l l l l l l l l l l l
12" PVC12" PVC12" PVC
l l l l l l l l l l
12" PVC
SW CORNER OF
THE SW1/4 OF
SEC. 2, T.114, R22 S24°33'58
"E10.00N01°26'46"E 75.53N89°43'36"W 678.94 S19°07'41"E 352.88N66°0
0'
1
6
"
E
45.13
R =1 1 3 7 4 .1 6
Δ =0 °3 4 '1 3 "
L =11 3 .1 9
R =1 1 3 8 4 .1 6 Δ =2 °1 8 '2 3 "L =4 5 8 .2 5
RIM=966.65
INV E=962.93
INV W=962.93
SOUTH LINE OF
THE SW 1/4WEST LINE OF THE SW1/4BENCHMARK
TOP NUT HYDRANT
ELEV=972.92
BENCHMARK
TOP NUT HYDRANT
ELEV=974.68
NW CORNER OF
THE SW1/4 OF
SEC. 2, T.114, R22
N01°27'05"E 2614.74S01°27'05"W 109.22N88°32'55"W
32.99
RIM=966.83
INV W=962.71
15" RCP15" RCP
RIM=970.82
INV N=966.19
INV W=966.50
INV E=965.3015"
RCP
RIM=969.40
INV SW=964.23 l8" DIP (PER PLAN)l398.72280.22
Δ =0 °4 4 '2 4 "
L =1 4 7 .0 2
Δ =1 °3 3 '5 9 "
L =3 1 1 .2 3
N00°19'21"E 213.710 40'80'
ORIENTATION OF THIS BEARING SYSTEM IS
BASED ON SOUTH LINE OF THE SOUTHWEST
QUARTER OF THE SOUTHWEST QUARTER,
SECTION 2, TOWNSHIP 114, RANGE 22,
HAVING AN ASSUMED BEARING OF NORTH
89°43'36" WEST
VICINITY MAP
NOT TO SCALE
PRIOR LAKE, MN
RADERMACHER'S SECOND ADDITION
PRELIMINARY PLAT OF
LEGAL DESCRIPTIONS
Outlot C, Radermachers First Addition, Scott County,
Minnesota.
SURVEYOR:
Design Tree Engineering and Land Surveying
Jonathan D. Schuette, Professional Land Surveyor
Minnesota License Number 45352
Telephone: (320) 460-7110
LOT AREAS:
LOT 1
40,586 SQ. FT./0.93 ACRES±
OUTLOT A
96,544 SQ. FT./2.22 ACRES±
Topography and contours are based upon measurements taken in the
field by Design Tree Engineering and Land Surveying on 02/10/2022.
Property located within Zone X of FEMA FIRM Map Numbers
27139C0154E and 27139C0158E, with an effective date of February
12, 2021.
The property is zoned C2 and located within a shoreland district.
SURVEYOR'S NOTES:
OWNER:
Leroy & Marilyn Radermacher & Family LP
500 2nd St. W
Jordan, MN. 55352
= DENOTES COUNTY MONUMENT
= DENOTES FOUND IRON MONUMENT
= DENOTES 1/2 INCH DIAMETER BY 18
INCH LONG IRON PIPE MONUMENT
SET AND MARKED RLS# 45352
OHE OHE
UGT UGT
FO FO
UGE UGE
GAS GAS
LEGEND
HYDRANT
SANITARY MANHOLE
STORM MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
COMMUNICATION PEDESTAL
GUY WIRE
POWER BOX
ELECTRIC METERSTORM SEWER LINE
SANITARY SEWER LINE
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
UNDERGROUND GAS LINE
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
AGGREGATE SURFACING
LANDSCAPING
BUILDING
PLATTED & EXISTING LOT LINES
EXISTING RIGHT OF WAY
EASEMENT LINES
CENTERLINE
BOUNDARY LINE
EDGE OF TREE LINE OR WOODS
EDGE OF WETLAND
PRELIMINARY
PLAT
1 of 1
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
PERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR
REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED LAND SURVEYOR UNDER THE LAWS OF
THE STATE OF MINNESOTA.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
DATE: 8/18/22 LICENSE NO. 45352
JONATHAN D. SCHUETTE
10922001
F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922001 - PRIOR LAKE DEVELOPMENT\CONSTRUCTS\SURVEY\V-PP-10922001.DWG #### 8/18/2022CWK
JDS
PREPARED FOR:
OWNER: LEROY & MARILYN RADERMACHER & FAMILY LP
ZONING: C-2 GENERAL BUSINESS
OWNER: COLE TS PRIOR LAKE MN LLC & LEASE ADMIN
ZONING: C-2 GENERAL BUSINESS
OWNER: TRADITIONAL DEVELOPMENT LLC
ZONING: R-1 LOW DENSITY RESIDENTIAL
OWNER: HICKORY SHORES TOWNHOMES ASSOC.
ZONING: PUD PLANNED UNIT DEVELOPMENT
STORM SEWER LINE
SANITARY SEWER LINE
ENGINEER:
Design Tree Engineering and Land Surveying
Jeremy E. Anderson, Professional Engineer
Minnesota License Number 44223
Telephone: (320) 460-7104
JAVA COMPANIES, LLC
BLOCK
1
BLOCK ONE
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
being 5 feet in width, and adjoining side lot
lines unless otherwise indicated on the plat.
5
5
DEVELOPER:
Java Companies L.L.C.
879 Scheffer Avenue
St. Paul, MN 55102
5.0
5.0
5.0
10.0
10.0
10.010.010.0
OUTLOT A
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGT
UGT
UGT
UGT
UGT
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l l l l l l l l l l llllllTHIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING
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 PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
DATE:LICENSE #:
PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922001 - PRIOR LAKE DEVELOPMENT\CONSTRUCTS\CIVIL\10922001-C-BASE-PROPOSED-REV-11-10-22.DWG #### 12/5/2022JEREMY E. ANDERSON
44223
1 10/28/22 REMOVE ATM/ SINGLE LANE
2 12/05/22 CITY COMMENTS
10922001
CARIBOU CABIN
PRIOR LAKE
DEVELOPMENT, MN
PRIOR LAKE, MN
08/19/22
NPK
JEA
LEGEND
HYDRANT
SANITARY MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
SHRUB
PEDESTAL
GUY WIRE
BOLLARD
POWER BOX
ELECTRIC METER
MONITORING WELL
SANITARY SEWER CLEANOUT
WOOD FENCE
CHAINLINK FENCE
WIRE FENCE
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
UNDERGROUND GAS LINE
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
BUILDING
OHE
UGT
FO
UGE
GAS
l
W
CO
X
0'30'60'
NOTES:
1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE W
ALEXANDRIA, MN 56308
2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL
LIMITS PRIOR TO ANY CONSTRUCTION.
3.SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST
EXPANSION JOINTS.
4.SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS.
5.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES
REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE
REMOVALS.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY
PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES
AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE
THE RESPONSIBILITY OF THE CONTRACTOR.
7.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH
STATE AND LOCAL REQUIREMENTS.
8.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
9.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN
ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/
OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN
OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION.
10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.
1-800-252-1166.
REMOVALS LEGEND
= CURB REMOVAL
= BITUMINOUS PAVEMENT REMOVAL
= CONCRETE REMOVAL
= REMOVAL ITEM
1
2
SAWCUT EXISTING CONCRETE OR REMOVE AT NEAREST EXPANSION JOINT
SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT
REMOVE EXISTING CONCRETE
REMOVE EXISTING CURB & GUTTER
ERADICATE EXISTING STRIPING AS NEEDED FOR TURN LANE IMPROVEMENTS
3
4
KEY NOTES:
EXISTING
CONDITIONS &
REMOVALS PLAN
C101
11
2
2
1
3 3
4
MN ST
A
T
E
H
I
G
H
W
A
Y
1
3
VILLAGE LAKE DRIVE
PROJECT
LOCATION
5
5
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGEUGEUGE 4DRIVE
THRU
ORDE
R
AHEAD
STALL 610
ORDE
R
AHEA
D
STALL
WAITSTALL
EXITONLY7861
5
3048192
3
NO PA
R
K
I
N
G
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING
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 PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
DATE:LICENSE #:
PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922001 - PRIOR LAKE DEVELOPMENT\CONSTRUCTS\CIVIL\10922001-C-BASE-PROPOSED-REV-11-10-22.DWG #### 12/5/2022JEREMY E. ANDERSON
44223
1 10/28/22 REMOVE ATM/ SINGLE LANE
2 12/05/22 CITY COMMENTS
10922001
CARIBOU CABIN
PRIOR LAKE
DEVELOPMENT, MN
PRIOR LAKE, MN
08/19/22
NPK
JEA
NOTES:
1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE,
EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS
OTHERWISE NOTED.
2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR
TO CONSTRUCTION.
3.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN
COLOR.
4.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL
SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY
REQUIREMENTS.
5.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.
6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES
DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
8.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166.
PARKING INFORMATION
PARKING STALLS 12 STALLS
ACCESSIBLE STALLS 1 STALL
ORDER AHEAD STALLS 2 STALLS
WAIT STALLS 1 STALL
DRIVE THRU STALLS 10 STALLS
TOTAL STALLS 26 STALLS
PROPERTY INFORMATION
TOTAL PROPERTY AREA 3.148 AC
DISTURBED AREA 1.1 ±AC
EXISTING IMPERVIOUS AREA 0 AC
PROPOSED IMPERVIOUS AREA 0.374 AC
PROPOSED SITE LEGEND
LIGHT DUTY BITUMINOUS PAVEMENT
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
CURB AND GUTTER
TIPPED CURB AND GUTTER
TRAFFIC CONTROL SIGNAGE
PAINTED DIRECTIONAL ARROW
PAINTED ACCESSIBLE PARKING SYMBOL
0'20'40'
CIVIL SITE PLAN
C201
MN ST
A
T
E
H
I
G
H
W
A
Y
1
3
VILLAGE LAKE DRIVE
1
2
B612 CURB AND GUTTER
CONCRETE SIDEWALK/PATIO/SLAB (SEE CIVIL DETAILS)
TRASH ENCLOSURE (SEE ARCHITECTURAL)
ACCESSIBLE PARKING SIGN
ACCESSIBLE PEDESTRIAN RAMP (PROVIDE TRUNCATED DOMES WITHIN PUBLIC
RIGHT OF WAY ONLY). SEE DETAILS
BOLLARD (SEE ARCHITECTURAL)
PATIO FURNITURE (BY OTHERS)
SPEAKER BOX, MENU BOARD, AND CLEARANCE ARM SIGN (SEE ARCHITECTURAL)
CONCRETE PAD WITH SENSOR LOOPS (SEE ARCHITECTURAL)
PAINTED PAVEMENT MESSAGE AND DIRECTIONAL ARROWS
PATIO RAILING (SEE ARCHITECTURAL)
BIKE RACK (SEE ARCHITECTURAL)
"WAIT" PARKING STALL & SIGN POST (SEE ARCHITECTURAL)
"ORDER AHEAD" PARKING STALL & SIGN POST
(SEE ARCHITECTURAL)
"DO NOT ENTER" SIGN AND POST
"STOP" SIGN AND POST
ELECTRICAL EQUIPMENT (SEE ELECTRICAL)
LIGHT POLE (SEE ELECTRICAL)
MONUMENT SIGN (SEE ARCHITECTURAL)
PROPOSED TURN LANE STRIPING
BITUMINOUS STREET REPAIR
CONCRETE DRIVE APRON (SEE CITY COMMERCIAL ENTRANCE DETAIL PLATE #607)
4' CURB CUT
PUBLIC CONCRETE SIDEWALK REPAIR
3
KEY NOTES:
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
PROPOSED LOT LINEINFILTRATION
BASIN IB-1
1
2
21
R25.001
1
1
1
2
3
4
5 5
5
6
6
6
6
6
6
7
8
8
8
9
9
10
10
10
10
11 12
13
14
15
16
17
18
18
18
18
19
20
20 20
10
10 10
21
22
22
23
24
23
24 R15.00R8.00R35.00R47.00R30.
0
0
R15.00
R18.0
0
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING
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 PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
DATE:LICENSE #:
PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922001 - PRIOR LAKE DEVELOPMENT\CONSTRUCTS\CIVIL\10922001-C-BASE-PROPOSED-REV-11-10-22.DWG #### 12/5/2022JEREMY E. ANDERSON
44223
1 10/28/22 REMOVE ATM/ SINGLE LANE
2 12/05/22 CITY COMMENTS
10922001
CARIBOU CABIN
PRIOR LAKE
DEVELOPMENT, MN
PRIOR LAKE, MN
08/19/22
NPK
JEA
NOTES:
1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING
CONSTRUCTION.
2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED
2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.
3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%
CROSS SLOPE IN SIDEWALK AREAS.
4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND
SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.
5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.
6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS.
7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS
BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES
ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE
STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &
GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS
ARE TO FINISHED SURFACE GRADE.
12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166.
GRADING LEGEND
= EXISTING MAJOR CONTOUR
= EXISTING MINOR CONTOUR
= EXISTING CONTOUR LABEL
= PROPOSED MAJOR CONTOUR
= PROPOSED MINOR CONTOUR
= PROPOSED CONTOUR LABEL
= EXISTING SPOT ELEVATION*
= PROPOSED SPOT ELEVATION*
= PROPOSED SURFACE FLOW
DIRECTION
*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER
REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.
100
0'20'40'
XX.XX
1
2
MATCH INTO EXISTING BITUMINOUS PAVEMENT
MATCH INTO EXISTING CONCRETE
MATCH INTO EXISTING CURB & GUTTER
CONSTRUCT 4' CURB CUT W/ RIPRAP
GRADE BREAK
ADA PEDESTRIAN RAMP (SEE DETAILS)
CONCRETE DRIVE APRON W/ SIDEWALK
(SIDEWALK NOT TO EXCEED 2.00% CROSS SLOPE)
RAIN GUARDIAN BUNKER
3
4
5
KEY NOTES:
6
7
GRADING PLAN
C301
5
MN ST
A
T
E
H
I
G
H
W
A
Y
1
3
VILLAGE LAKE DRIVE
FFE=9
7
4
.
5
0
BENCHMARK
(TOP NUT HYDRANT)
ELEV:974.68
PRETREATMENT
SWALE
1
222
2
3 3
4
5
5
6
6 6
7EMERGENCY OVERFLOW
ELEV:972.00
8
STMH-1
RIM:972.00
INV:966.66STMH-2
RIM:972.00
INV:967.15 E
INV:968.94 N
INV:967.15 NW
CB-1
RIM:972.41
INV:969.41
SUMP:966.41
12" FES W/ TRASH GUARD
INV:969.00
STMH-3
RIM:974.05
INV:968.71
SUMP:965.71
12" FES W/ TRASH GUARD
INV:968.56
INFILTRATION BASIN IB-1
BOTTOM ELEV:968.00
TOP ELEV:972.00
100-YR HWL:969.91
FLOOR PLAN1/2" = 1'-0"1MMNORTHFLOOR PLANPRIOR LAKE, MNDRAWN BYDATE ISSUEDJOB NO.CHECKED BYPROJECT LOCATION:CARIBOU COFFEE COMPANY
DRIVE-THRU ONLY STORE
DT LEFT SHELL BUILDING
MN STATE HWY 13 & VILLAGE LAKE DR, PRIOR LAKE, MN 55372
CECS22029SITE PLAN APPROVAL 06-13-2022 NOT
FOR
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YBrooklyn Center, MN 554293900 Lakebreeze Ave NCaribou Coffee Company
MEMORANDUM
DATE: November 24, 2022
TO: Mark Krogh, Java Companies
FROM: Jordan Schwarze, PE, Alliant Engineering
SUBJECT: Prior Lake Caribou Trip Generation Memorandum
Introduction
Alliant Engineering has completed this memorandum to document the weekday a.m. peak hour
trip generation potential of the proposed Caribou Coffee development to be constructed along the
southeast side of Minnesota Trunk Highway 13 (TH 13) at Village Lake Drive in Prior Lake, MN.
As requested by the City of Prior Lake, the anticipated volume impact of the proposed development
trips on surrounding roadways and intersections during the weekday a.m. peak hour will be
estimated.
Existing Conditions
The existing conditions surrounding the proposed development site, including intersection
traffic control and annual average daily traffic (AADT) volumes gathered from the
Minnesota Department of Transportation (MnDOT) Traffic Mapping Application, are shown in
Figure 1.
Proposed Development
The currently proposed Caribou Coffee development, shown in Figure 2, consists of the following:
• ~600-square-foot coffee shop:
o No indoor seating, but limited exterior patio seating available
o Mobile order pickup window:
▪ Two (2) stalls designated for mobile order pickup parking
o Single drive-through lane with storage for approximately 10 typical passenger vehicles.
A minimum of five (5) additional queued vehicles could be accommodated onsite on
the approach to the drive-through lane:
▪ One (1) wait parking stall designated for lengthy drive-through order fulfillment
• Single site access located on a new north leg of the Village Lake Drive and Heritage Lane
west junction intersection
ALLIANT
Development
Proposed
Existing Conditions
Figure 1Prior Lake Caribou TGM
OATSENNIM
170th St
Village Lake Dr
Pana
ma
Ave
Prior Lake
13
X,XXX
12,600
600
730
4,650
3,950
All-Way Stop Control
Daily Volume*
*AADT from the MnDOT Traffic Mapping Application
LEGEND
Through/Stop Control
Traffic Signal Control
ALLIANT
Prior Lake Caribou TGM
Proposed Site Plan
Figure 2
OATSENNIM
Development
Proposed
Village Lake Dr
Heritage LnAccess
Proposed
13
Mark Krogh, Java Companies November 24, 2022
Prior Lake Caribou Trip Generation Memorandum Page 4
Trip Generation
A weekday a.m. peak hour trip generation estimate was completed for the proposed development
based on applicable trip generation rates in the Institute of Transportation Engineers
Trip Generation Manual, 11th Edition (ITE TGM) and data gathered previously at a similar
Caribou Coffee shop located at 2351 County Road 42 in Burnsville, MN. As presented in Table 1,
the proposed development is expected to generate approximately 46 weekday a.m. peak hour gross
trips (23 in / 23 out). However, it should be noted that a significant portion of the proposed
development gross trips are expected to be from motorists already traveling within the study area,
who will now divert their trip to the proposed development before continuing to their destination
(i.e. pass-by trips). Pass-by percentages for the coffee shop land use were referenced in the
ITE TGM. Taking into account pass-by trips, the resultant net new traffic volume impact to the
adjacent roadway network is estimated to be approximately six (6) weekday a.m. peak hour trips
(3 in / 3 out).
Table 1. Weekday AM Peak Hour Trip Generation Estimate
Directional Distribution and Trip Assignment
The distribution of proposed development trips, shown in Figure 3, was created based on a review
of the existing AADT volumes and based on engineering judgement. The directional distribution
was then applied to the estimated weekday a.m. peak hour trip generation for the proposed
development to produce the associated trip assignment, also shown in Figure 3. The directional
distribution and trip assignment indicates that the impact of proposed development trips on
surrounding intersections is expected to be limited during the weekday a.m. peak hour.
Due to the eastbound right-in/right-out access setup of the TH 13/Village Lake Drive intersection
and the location of the proposed development, it should be noted that a small number of
U-Turn maneuvers could be introduced at the TH 13 signalized intersections with 170th Street
(westbound-to-eastbound U-Turns) and Panama Avenue (eastbound-to-westbound U-Turns).
In Out Total
Coffee Shop with Drive-Through
and No Indoor Seating (938)Drive-Through Lanes One 23 23 46
-20 -20 -40
3 3 6
Pass-By Trips (89%)
Net New Trips
Land Use (ITE Code)Weekday AM Peak Hour TripsUnitsSize
ALLIANT
Development
Proposed
Prior Lake Caribou TGM
OATSENNIM
170th St
Village Lake Dr
Pa
na
ma
A
ve
Directional Distribution & Trip Assignment
Figure 3
XX%
13
LEGEND
XX
40%
Proposed Development Trips:
AM Peak Hour Trips
Distribution Direction
Distribution Percentage
TH 13
170th St
2 L
TH 13 Village Lake Dr
TH 13
Pa
n
a
ma Ave
25%
10
%P
a
n
a
ma Av
e
Village Lake Dr
1
0
R
Village Lake DrVilla
ge La
ke Dr8
L
Turner Dr
Ke
n
n
ett Curv
e Site AccessVillage Lake Dr
Heritage LnFive Ha
wks Ave
T 1Note: Pass-by trip reduction not shown 5%5%5%5%
5 %6 T
1 T
R 1
T 6R 2 8 R
T 8
1 TL 8
T 1R 9
L 9
1 R1 T18 L
L 1
T 1L 1T 1 2 R1 T20 LR 12
10 L
Metropolitan District
Waters Edge Building
1500 County Road B2 West
Roseville, MN 55113
An equal opportunity employer
MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113
December 2, 2022
Ian Cochran Planner City of Prior Lake 4646 Dakota Street SE
Prior Lake, MN 55372
SUBJECT: MnDOT Review #P22-075 Radermachers 2nd Addition
SE Quad MN 13 (Langford Blvd) & Village Lake Drive
Prior Lake, Scott County Dear Mr. Cochran:
Thank you for the opportunity to review the plans for the Radermachers 2nd Addition. MnDOT’s staff has reviewed the document and has the following comments: Pedestrian/Bicycle:
While the business is a drive through, the plan shows a seating area. It’s possible that both
customers and employees may arrive by foot or bicycle as the location has received a Tier 1 investment designation from MnDOT’s Metro District bike plan. MnDOT strongly recommends including American with Disabilities Act (ADA)-compliant pedestrian connections for pedestrians and cyclists to access the business from the south via Village Lake Dr.
For questions regarding these comments, contact John Zehnder, Metro Multimodal, at 651-234-7791 or john.zehnder@state.mn.us. Permits:
Any use of, or work within or affecting, MnDOT right of way will require a permit.
Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits.
Please direct questions regarding permit requirements to Buck Craig of MnDOT’s Metro Permits
Section at 651-775-0405 or Buck.Craig@state.mn.us. Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received
electronically can be processed more rapidly. Do not submit files via a cloud service or
SharePoint link. In order of preference, review materials may be submitted as:
MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113
1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are
necessary, number each message.
2. PDF file(s) uploaded to MnDOT’s external shared internet workspace site at: https://mft.dot.state.mn.usmetrodevreviews.dot@state.mn.us. Contact MnDOT Planning development review staff at for uploading instructions and send an email listing the file name(s)
after the document(s) has/have been uploaded.
If you have any questions concerning this review, please contact me at (651) 234-7797. Sincerely,
Cameron Muhic
Senior Planner Copy sent via E-Mail: Buck Craig, Permits Lance Schowalter, Design
Jason Swenson, Water Resources Ben Klismith, Right-of-Way
Almin Ramic, Traffic Alex Hogan, Traffic Ryan Wilson, Area Manager Diane Langenbach, Area Engineer Mohamoud Mire, South Area Support Mike Kowski, Metro Maintenance John Zehnder, Metro Multimodal Kimberly Zlimen, Transit
Bethany Brandt-Sargent, Metropolitan Council Jed Hanson, Metropolitan Council
Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com
Memo
The Community & Economic Development Department has reviewed the Preliminary Plat for
the subject project with a plan date of 10/28/2022 and we have the following comments:
1. General
1. Development fees – The following development fees are to be collected at the time of
final plat approval: Park Dedication Fee of 3.14 acres at $9,000 per acre, Trunk Water
acreage charge ($3,950/net acre), Trunk Sanitary Sewer charge ($4,850/net acre), Trunk
Stormwater Acreage charge ($8,875/net acre), and a 6% administrative fee and a 8%
construction observation fee based on the total estimated construction costs (which
include grading, landscaping, and public utility connections).
2. Site Plan / Preliminary Plat
1. An access easement will be required for the shared entrance of the new commercial lot
and outlot. This document will need to be executed and recorded prior to issuance of a
building permit.
3. Pedestrian / Bicycle Access
1. To ensure compliance with MnDOT recommendations and the general performance
standards of subsection 1140.500(2) of the Prior Lake Zoning Ordinance the applicant
shall install a sidewalk connection between the sidewalk along the north end of Village
Lake Drive and the walk-up window / seating area proposed for the site.
4. Lighting Plan
1. The applicant shall submit a lighting plan compliant with subsection 1142.900 of the
Commercial Performance Standards of the Prior Lake zoning ordinance.
Date: December 1, 2022
To: Mark Krogh, Java Properties
From: Ian Cochran, Planner
Subject: Radermachers 2nd Addition Preliminary Plat
City Project #DEV2022-000033