HomeMy WebLinkAbout06(I) - Resolution Approving a Preliminary Plat to be known as Rademacher’s 2nd Addition ReportCITY COUNCIL AGENDA REPORT
MEETING DATE: January 04, 2023
PREPARED BY: Ian Cochran, Planner
PRESENTED BY: Casey McCabe, Community Development Director
ITEM: 61
AGENDA ITEM: Resolution Approving a Preliminary Plat to be known as Rademacher's 2nd
Addition
GOAL AREA
OBJECTIVE:
Desirable & Sustainable Development
1.Intentional land use planning that facilitates commercial development for
an expanded tax base.
RECOMMENDED ACTION:
Motion and a second, as part of the consent agenda, approving the Preliminary Plat subject to
the listed conditions.
BACKGROUND:
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 PIO is
252820040.
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 outlets 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 subdivision of the current outlot into one commercial lot and one
outlot commercial with a site area of 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.
City of Prior Lake I 4646 Dakota Street SE I Prior Lake MN 55372
ltem61
Page 12
Access: Access to the site is proposed from Village Lake Drive, south of the parcel. No access
from Highway 13 is proposed.
2040 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.
PROPOSED PLAN
Lots: The plan calls for one commercial lot to be developed as a drive through restaurant use
and one outlet for future commercial development. Lot sizes are as follows: Lot 1 = 40,586 sq ft
(.93 acres); Outlet 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 I 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 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 Section 1146
(Parking) of the Prior Lake City Code.
Sanitary Sewer I Water Mains: Sanitary sewer and water services will be extended north from
Village Lake Drive into the commercial lot.
Storm Water I Hydrology: Storm water for the commercial lot to be developed will be directed
toward two proposed retention basins. The first is located on the west boundary of the lot. The
second is on the northeast corner of the lot between the outlet 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
ltem61 Page 13
landscape 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.
FINANCIAL IMPACT:
Future approval of a final plat will allow for the construction of a commercial business which
contribute to the diversification of the city's tax base.
ALTERNATIVES:
1.Motion and a second, as part of the consent agenda, approving the Preliminary Plat
subject to the listed conditions.
2.Remove this item from the consent agenda for additional discussion.
ATTACHMENTS:
1.Resolution -Preliminary Plat Radermachers Second Addition
2.Attachments
Rademacher’s 2nd Addition
Preliminary Plat
Location Map
W i l l o w w o o d S tS E
Village Lake Dr SE
S im p kin
sCirSWSimpkinsAveSWPeregrineCirSWW i l l o w w o o d S t S W
S im p k in s D rS W
Kennet
t
Curv e S W
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
0 210 420 630 840
Feet Subject Properties
Subject Property
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
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
l12" 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 0 °3 4 '1
3 "
L =1 1 3 .1
9 R =1 1 3 8
4 .1 6
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
OFSEC. 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 0 °4
4 '2 4 "L =1 4 7 .
0 2 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
OHEOHEUGTUGT
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
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
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
AHEA D
STAL L
610
ORDE R
AHEA D
STAL L
WAITSTALL
EXITONLY7861
5
3048192
3
NO PA R KI 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 S T 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 1010
11 12
13 1415
1617
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
R30.
00R50.00R8.
00R22.00R5.
00R5.
00R20.
00R15
0 0 R
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 OHE OHE
UGT
UGEUGEUGE
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 l
lllll972973974
973
972
970
971972970975968969971972973974976973
4DRIVE
THRU
ORDE R
AHEA D
STAL L
610
ORDE R
AHEA D
STAL L
WAITSTALL
EXITONLY786ll
l
l
l
l
1
5
3048192
3
NO PA R KI N G
73.51
73.30
72.41LOW
72.59
74.00
73.78
73.16
73.55
73.05
73.78
73.78
73.78
70.62
69.80
72.70
72.29
72.25
72.39
72.18
72.00LOW
72.2972.44
72.69
73.03
73.28
74.05
73.82HIGH
72.76
72.37
72.29
72.08
71.81
70.74
70.14
69.13
69.0369.71
72.70
73.41
73.12HIGH
73.30
71.68
72.34
72.46
72.82
73.05
74.00
73.64
72.49HIGH
72.94
73.38
4.91%
1 51%-
2.87%-3 04%-2.28%-1.
58%-1.93%-2.57%-2.11%-
1.12%-3 04%1 79%1.12
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
PLANC301
5 MN S
T
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:966.66
STMH-2 RIM:972.00
INV:967.15
E INV:968.94
N INV:967.15
NW CB-1 RIM:
972.41 INV:969.41
FLOORPLAN1/
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
CECS22029SITEPLAN
APPROVAL06-
13-
2022
NOT
FORCONSTRUCTIONPREL
IM
INARYNOTFORCO
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
Figure1PriorLakeCaribouTGM
OATSENNIM
170thSt
Village Lake Dr
Pana
ma
A
ve
PriorLake
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
VillageLakeDr
Heritage
LnAccess
Proposed
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 HourTripsUnitsSize
ALLIANT
Development
Proposed
Prior Lake Caribou TGM
OATSENNIM
170thSt
Village Lake Dr
Pa
na
ma
Ave
Directional Distribution & Trip Assignment
Figure 3
XX%
13
LEGEND
XX
40%
Proposed Development Trips:
AM Peak Hour Trips
Distribution Direction
Distribution Percentage
TH13
170thSt
2
L
TH13 Villa
ge
La
ke
Dr
TH 13
P
a
n
a
ma
Av
e
25%
10
P
a
n
a
ma
Av
e
VillageLakeDr
1
0
RVillageLakeDrVillag
e
La
k
e
Dr
8
LTurnerDr
Ke
n
n
ett
Cur
v
e
Site AccessVillage Lake
Dr
Heritage
LnFi
v
e
Ha
wk
s
Av e T 1Note: Pass-by trip
reduction
not
shown5%
5%5%
5%
5 %6T 1T
R1
T
6R28
RT
81TL8T
1R
9
L91R1
T18 L
L 1
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