HomeMy WebLinkAboutItem 07 North Ryan Second Addition1
City of Lakeville
Planning Department
Memorandum
To: Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: December 29, 2023
Subject: North Ryan Second Addition:
A. Easement Vacation
B. Preliminary Plat
C. Final Plat
D. Conditional Use Permit
Action Deadline: April 13, 2022
BACKGROUND
Dakota County has submitted applications and plans for the proposed development of an 11.97
acre parcel for a Dakota County recycling facility referred to as the proposed Recycle Zone Plus,
located south of 215th Street (CSAH 70), north of 217th Street, west of Jacquard Avenue and east
of future Javelin Avenue. The property is presently owned by Scannell Properties. The proposed
Dakota County recycling facility use of the property requires a conditional use permit within the
OP, Office Park District. The preliminary and final plat includes one lot and a proposed 17,770
square foot recycle facility building with room for a possible future expansion.
EXHIBITS:
A. Aerial Photo Location Map
B. Zoning Map
C. Easement Vacation Exhibit
D. Preliminary Pat
E. Final Plat
F. Property Survey
G. Site Plan and Striping Plan (3 Pages)
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H. Grading and Drainage Plan
I. Erosion Control Plan
J. Utility Plan
K. Landscape Plan
L. Building Floor and Exterior Elevation Plans (2 Pages)
M. Dakota County Plat Commission letter dated December 8, 2023
PLANNING A NALYSIS
EASEMENT VACATION
Outlot B, North Ryan Addition, includes two public easements that must be vacated as condition
of approval of the preliminary plat and subject to approval and recording of the final plat. One is
a 10 foot wide drainage and utility easement located at the perimeter of the property. The other is
a drainage and utility easement dedicated with the stormwater maintenance agreement for the
temporary stormwater basin constructed in 2022.
P RELIMINARY AND FINAL PLAT
Existing Conditions. The property consists of 12 acres and was platted as Outlot B, North Ryan
Addition in 2022. The property was preliminary graded for future development in 2022 in
conjunction with the North Ryan Addition plat.
Surrounding Land Uses. North Ryan Second Addition is surrounded by the following existing
or planned land uses:
Direction Existing Use Land Use Plan Zoning
North 215th Street (CSAH 70), South Creek
Greenway and Lakeville South High
School
Restricted Development,
Public and Quasi-Public
P-OS, Public and
Open Space District
South 217th Street and Magnum Trucking
Warehouse
Warehouse/Light Industrial I-1, Light Industrial
District
East Outlot A, North Ryan Addition and
Jacquard Avenue
Office Park OP, Office Park
District
West Undeveloped Agricultural Property Office Park and
Warehouse/Light Industrial
OP and I-1 Districts
3
Lots/Blocks. One lot on one block is proposed with the preliminary and final plat. No outlots
are proposed. Proposed Lot 1 exceeds the minimum lot area (30,000 square feet) and lot width
(100 feet) requirements of the OP District.
Streets. The following streets are included as abutting streets to the North Ryan Second
Addition preliminary and final plat:
215th Street: The North Ryan Second Addition preliminary plat is adjacent to 215th Street
(CSAH 70), which is designated as a principal arterial in the City’s Comprehensive
Transportation Plan. All required right-of-way was dedicated and platted with the North
Ryan Addition final plat in 2022. At its December 6, 2023 meeting, the Dakota County Plat
Commission recommended approval of the North Ryan Second Addition preliminary plat to
the County Board, which will consider the preliminary plat at its January 23, 2023 meeting.
The Plat Commission letter dated December 8, 2023 is attached as Exhibit M.
217th Street: North Ryan Second Addition is also located adjacent to 217th Street right-of-way
to the south. 217th Street will be constructed by the developer as a two-lane rural section 40
foot wide road within 80 feet of right-of-way. Additional right-of-way is not required for
217th Street.
Javelin Avenue: Javelin Avenue is a future street that abuts the west boundary of the North
Ryan Second Addition preliminary and final plat. The North Ryan Addition final plat
dedicated the east half 40 feet of right-of-way. Javelin Avenue will be constructed as a 40 foot
wide rural section road when the property to the west of Javelin Avenue develops. Javelin
Avenue will have right-in and right-out access at 215th Street as determined by Dakota
County.
Grading, Drainage, Erosion Control, Utilities. Grading, drainage, erosion control, and utility
plans have been submitted with the North Ryan Second Addition preliminary plat and are
discussed in more detail in the December 19, 2023 engineering report.
Tree Preservation. There are no trees within the North Ryan Second Addition preliminary and
final plat area.
Wetlands. There are no wetlands within the North Ryan Second Addition preliminary plat. A
wetland delineation was completed in 2020. No wetlands were identified on the subject property.
Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open
Space Plan does not identify any future park land needs in the area of the plat. A public trail
along the south side of 215th Street will be required with this project. Park dedication will be
satisfied with a cash fee in effect at the time of final plat approval.
4
CONDITIONAL USE PERMIT
11-75-7.H of the Zoning Ordinance requires conditional use permit approval for government
and public utility buildings and structures, other than City of Lakeville in the OP, Office Park
District,. The Recycling Zone Plus will be a partnership with Scott County to provide recycling
services for drop-off with related additional services to residents in both counties. The Recycling
Zone Plus will collect similar recyclable materials as the existing Dakota County Recycle Zone
facility located in Eagan where residents drop off paints, pesticides, automotive chemicals,
household cleaners, fluorescent light bulbs, batteries and small electronics for proper
management and disposal. Facility staff sort, pack and store materials on-site until they are
shipped to disposal or recycling facilities. Items for collection will include household and
automotive chemicals, tires, batteries, scrap metal, appliances, mattresses, electronic items and
components, organics, textiles and the like that would otherwise be disposed of in landfills. The
Dakota County recycling center has been located in Eagan for more than 20 years.
Approval of a conditional use permit requires adoption of findings of fact by the Planning
Commission and City Council. Draft findings of fact are attached to this report.
SITE PLAN ANALYSIS
The site development and construction plans propose a first and second phase building square
footage of 27,670 square foot for a recycle facility/office building on Lot 1. First phase
construction will include 17,770 square feet of office and recycle facility space. Planned Phase II
expansion proposes an additional 9,990 square feet of office and recycle facility. The building
expansion site plan will have to show compliance with parking requirements for the additional
parking spaces required for the addition. The site plan includes an optional on-site garage for
County related equipment, an attendant station prior to entering the drop-off area, and a future
electric vehicle charging station on the north side of the proposed parking lot.
Setbacks. The building setback requirements of the OP District are being met with the proposed
site plans for Lot 1, Block 1 as follows:
Required Building Setbacks Proposed Building Setbacks
Front Yard (north)-- 50 feet Front (north - 215th St.) – 260 feet
Side Yard (east) - 10 feet
Side Yard (west) - 30 feet
Side (east) – 459 feet
Side (west – Javelin Ave) – 359 feet
Rear Yard (south)—30 feet Rear (217th St. south) – 138 feet
5
Phase I and Phase II required and proposed parking stalls are noted below:
Building Sq. Ft. (Phase I)…………..17,770 square feet
Office Sq. Ft (Phases I)...…….………….17 stalls
Recycle facility Sq. Ft. (Phase I)…..................13 stalls
Phase I Parking Stalls Required………...30 stalls/41 stalls to be constructed
Building Sq. Ft. (Phase II)………..….9,900 square feet
Parking Stalls Required (Phase II)….….22 stalls
Parking Required (Phases I & II)…….....52 stalls
Parking Provided (Phases I & II)…….....52 stalls
Parking. The first phase construction will include a 17,770 square foot recycle facility/office
building requiring a minimum of 30 parking stalls. The site plan proposes 41 vehicle parking
stalls with the first phase construction, including two ADA accessible parking stalls. Phase II
construction includes 9,900 square feet of office and recycle facility requiring 22 additional
parking stalls for a total of 52 stalls for the proposed 27,670 square foot building. The parking lot
and internal driveways comply with OP, Office Park District setback requirements to the public
street right-of-way and five feet internal property line setbacks.
Access. The property will be accessed via two driveways from 217th Street. The main
service/drop-off access will be located on the east side of the property with the driveway
wrapping around the north side of the building to the drop-off areas on the north and west sides
of the building. The west drop-off area will include a covered canopy and a by-pass lane west of
the canopy. Driveway access to 217th Street meets Zoning Ordinance requirements for location,
setback and width.
Circulation. All drive aisles and parking stalls comply with the required aisle width and parking
stall dimensions for one way 60-degree angled parking. All driveways, loading dock areas and
trailer parking spaces are of adequate size to accommodate two-way traffic as well as backing and
turning movements including for semi-trucks, trailers, and emergency vehicles.
Loading Docks/Doors. Five loading dock doors and one drive-through overhead door will be
located on the east side of the building fronting the stormwater basin on City owned Outlot A,
North Ryan Addition. A drive-through overhead door will be located on the west side of the
building facing future Javelin Avenue approximately 270 feet to the west.
Outdoor Storage. Outside storage will include compactors, trailers for appliances and mattresses
as well as four – 30 cubic yard bulk waste and scrap metal bins. These facilities will be located
approximately 120 feet from 215th Street (CSAH 70) and screened with landscaping near the
6
north property line in addition to a 15-20 foot raised grade from the surface of 215th Street.
Outdoor storage is limited to 20% of the gross lot area, which equals 41,544 square feet of the 12
acre property. The proposed outdoor storage area is approximately 30,000 square feet.
Landscaping/Screening. The OP District requires a minimum of 30% landscaped area on the
property. The landscape plan as designed proposes 69% greenspace over the 12-acre Lot 1
including Phase II construction. The landscape plan proposes 85 shade, evergreen, and
ornamental trees and a variety of shrubs and perennials as noted in the table below:
Landscape Materials
44 Overstory trees (2.5 inch min. diameter)
20 Conifer trees (8 foot min. height)
21 Ornamental trees (2 inch min. diameter)
360 Variety of shrubs and perennial plantings
The proposed landscaping provides screening on all four sides of the site. All landscaped areas
within and adjacent to the parking lot, including landscaped islands, shall be irrigated in
compliance with Zoning Ordinance requirements. All areas not planted with trees, shrubs or
perennials will be seeded with a natural grass mixture as shown on the landscape plan. All
landscaping shall be kept in living condition with dead or diseased materials replaced as needed
to comply with the approved landscape plan.
A landscape security shall be submitted with the final plat to guarantee installation of the
approved landscaping. The security amount will be determined by the developer’s landscaping
contractor prior to City Council consideration of the final plat.
Building Height/Exterior Materials. The proposed building will be one-story and 29 feet, four
inches in height in compliance with OP District requirements. It will be constructed of pre-cast
concrete panels accented with narrow pre-finished metal panels on the west elevation below the
canopy at the drive-through drop-off area. The building will be painted light and dark brown
earth tones for visual accent. The exterior building materials comply with Zoning Ordinance
requirements for the OP District.
Signage. A detailed signage plan has not been submitted. The site plan indicates two
freestanding signs of unknown height and dimensions, one at each driveway access to 217th
Street. The minimum setback is 15 feet from the south property line where the signs are
indicated. The Zoning Ordinance for the OP District allows one freestanding sign to a
maximum area of 100 square feet and 10 feet in height. Lot 1 is a double frontage lot and
7
therefore is allowed two wall signs, not to exceed 100 square feet each. A sign permit shall be
issued by the Planning Department prior to the installation of any signs.
Site Lighting. Exterior lighting fixtures and specifications have not been submitted. Parking lot
and site lighting shall be downcast LED fixtures. Poles not taller than 30 foot are allowed. Wall
mounted lights shall be downcast fixtures only. The light fixtures shall meet Zoning Ordinance
requirements and shall be reviewed by staff prior to issuance of an electrical permit. The Zoning
Ordinance requires not more than one foot-candle of light measurement at any property line. A
photometric plan must be submitted prior to installation of any exterior lighting.
Recycling and Trash Containers. The outdoor recycling and trash bins will be located on the
north side of the building. A trash (waste) enclosure is not identified on the plans. The recycling
containers will be located in a lower depression area approximately six feet below the north
driveway and will be screened from public view.
Snow Storage. Snow storage may not take place in required parking spaces.
RECOMMENDATION
Planning Department staff has determined that the preliminary and final plat and site
development plans comply with Subdivision and Zoning Ordinance requirements. The Dakota
County recycle facility use of the property and the site design comply with Zoning Ordinance
requirements. Staff recommends approval of the North Ryan Second Addition preliminary and
final plat, easement vacation, and conditional use permit subject to the following stipulations:
1. The recommendations listed in the Engineering Division memorandum dated December
19, 2023.
2. The site and building shall be developed and constructed consistent with the preliminary
plat and final plat and site development plans approved by the City Council.
3. A stormwater maintenance agreement for the stormwater facilities in Lot 1, Block 1,
North Ryan Second Addition shall be required with the final plat.
4. A landscaping financial security shall be submitted for Lot 1 with the final plat.
5. All signs shall comply with Zoning Ordinance requirements for the OP District. A sign
permit shall be issued by the Planning Department prior to the installation of any signs.
8
6. Site lighting shall not glare onto public streets and shall not exceed one-foot candle at the
property line. A photometric lighting plan shall be submitted for Lot 1 prior to issuance
of a building permit.
7. Snow storage shall not take place in required parking spaces. If there is not adequate
space to store snow on site, snow must be removed from the site.
Lakeville South High School
Magnum Trucking
Amazon Fulfillment Center
217th Street
Magnum Warehouse
Proposed North RyanSecond Addition 12 Acres
EXHIBIT A
OP
EXHIBIT B
EASEMENT VACATION DESCRIPTION
All drainage and utility easements located within Outlot B, NORTH RYAN ADDITION, Dakota
County, Minnesota as created on said plat.
AND
The storm water easement located over the south 87.00 feet lying east of the west 113.50
feet of said Outlot B.
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT
AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE LIC. NO.
PROJ. NO.
DRAWN
SURVEY
CITY OF LAKEVILLE, MN
VACATION EXHIBIT
STEVEN F. HOUGH
NOVEMBER 29, 2023 54850
193806614_EXH.dwg
SFH
193806614
SHEET 1 OF 2 SHEETS
Plymouth Office
One Carlson Pkwy
Suite 1000
Plymouth, MN 55447
Phone: 763-479-4200
Website:www.stantec.com
EXHIBIT C
OUTLOT B215TH STREET WEST(C.S.A.H. 70)JAVELIN AVENUEN89°55'01"E 903.62S0°33'32"W 583.23
N89°26'28"W 899.98N0°12'01"E 573.12 217TH STREET WESTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT
AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR
UNDER THE LAWS OF THE STATE OF MINNESOTA.
PRINT NAME:
SIGNATURE:
DATE LIC. NO.
PROJ. NO.
DRAWN
SURVEY
Plymouth Office
One Carlson Pkwy
Suite 1000
Plymouth, MN 55447
Phone: 763-479-4200
Website:www.stantec.com
CITY OF LAKEVILLE, MN
VACATION EXHIBIT
STEVEN F. HOUGH
NOVEMBER 29, 2023 54850
193806614_EXH
SFH
193806614
VACATED D & U
EASEMENT
SHEET 2 OF 2 SHEETS
VACATED STORM
WATER EASEMENT
EXHIBIT D
N89°55'01"E 903.62
S0°33'32"W 583.23N89°26'28"W 899.98N0°12'01"E 573.12LOT 1
BLOCK 1
LEGEND
NORTH RYAN SECOND ADDITION
EXHIBIT E
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:{l BITUMINOUS
NORTH LINE OF THE E 1/2 OF THE SW 1/4 OF SEC. 31-,
215TH STREET WEST
{PUBLIC RIGHT OF WAY)
LOT 1
RESTRICTED ACCESS -,
TO 215TH STREET W ,
{ITEM #9) )
OWNER: LAKEVILLE JACQUARD
I
DAKOTA CO. HIGHWAY EASEMENT<
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._ (C.S.A.H. 70) ii! PER DOC. NO. 480476 {ITEM #11) ', \ \ INV=1006.0J-�
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OWNER: SCANNELL PROPERTIES
LEGEND
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SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
STORM SEWER INLET
STORM SEWER INLET
HYDRANT
GAS METER
COMMUNICATIONS PEDESTAL
WATER VALVE
-,,-TRAFRC SIGN'D, UTILITY POLE
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VICINITY MAP
215TH ST. W.
SUBJECT PROPERTY
C.S.A.H. 70
GENERAL NOTES
Bearings shown hereon are based on the Dakota County
Coordinate System relative to the NAD83(11) control
adjustment.
Elevations and contours shown hereon were established
with GPS and are relative ta the NAVDBB vertical datum.
CLIENT NAME
() Stantec DAKOTA COUNTY
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STORM SEWER
SANITARY SEWER
WATERMAIN
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UNDERGROUND COMMUNICATION LINE
OVERHEAD UTILITY LINE
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0 50 100
SCALE IN FEET
PROJECT TITLE
ALTA/NSPS LAND TITLE SURVEY
DWN BY CHK'D SFH SFH
PROJECT NO.
193806614
APP'D XXX
SHEET
DWG DATE SEE CERT.
SCALE SEE SCALE BAR
NO. 2 OF 2 =>L----------------------------------------------------------------------------------------------------------------------------------------L----------------------------L----------------------------'--------L------------------..J
EXHIBIT F
OUTLOT BMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II
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OUTLOT BMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II
I I>>>>|||P-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURSITE PLANFUTURE EXPANSIONFOR INFORMATION ONLYDPGMMWC405DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNODATEREVISIONNODATEISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\Civil\230056 C405 Future Expansion.dwg12/15/2023 9:59 AMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTAL312/06/2023DD - COST ESTIMATEISSUED FORREFERENCE ONLY12/15/2023112/15/2023CUP UPDATES
OUTLOT BMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II
I I>>>>|||P-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURP-BURLEGENDGENERAL NOTESSTRIPING PLANDPGMMWC402DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNODATEREVISIONNODATEISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION12/15/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\Civil\230056 C402 Striping Plan.dwg12/15/2023 9:57 AMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTAL312/06/2023DD - COST ESTIMATE112/15/2023CUP UPDATES
(C.S.A.H. NO. 70)215TH STREET WESTUEUEUEUEUEUEUEUEUEUEUEF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||CBCB>>>>>>>>>>>>>>>>||||||||||||||||||||>>>>>>>>>>>>||217TH STREET W217TH STREET WUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUELEGENDABBREVIATIONSGENERAL NOTESGRADING PLANDPGMMWC301DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNO DATE REVISIONNO DATE ISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION10/26/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\Civil\230056 C301 Grading Plan.dwg10/26/2023 12:45 PMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTALEXHIBIT H
(C.S.A.H. NO. 70)215TH STREET WESTUEUEUEUEUEUEUEUEUEUEUEF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||CBCB>>>>>>>>>>>>>>>>||||||||||||||||||||>>>>>>>>>>>>||217TH STREET W217TH STREET WUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUELEGENDGENERAL NOTESPROPOSED EROSIONCONTROL PLANDPGMMWC102DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNO DATE REVISIONNO DATE ISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION10/26/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\Civil\230056 C102 Prop EC.dwg10/26/2023 12:42 PMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTALEXHIBIT I
(C.S.A.H. NO. 70)215TH STREET WESTUEUEUEUEUEUEUEUEUEUEUEF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||CBCB>>>>>>>>>>>>>>>>||||||||||||||||||||>>>>>>>>>>>>||217TH STREET W217TH STREET WUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE73 LF - 18" RCP @ 1.36%FES 11518" INV=1021.00CBMH 114 (W_3' SUMP)RIM=1028.9118" INV IN=1020.00 (W)24" INV IN=1020.00 (N)36" INV OUT=1010.82 (E)82 LF - 36" RCP @ 1.00%FES 11336" INV=1010.0074.5± LF - 12" RCP @ 1.00%42.5± LF - 12" RCP @ 1.00%PCB 01DRIM. 1031.53IE IN=1027.38 (N)IE OUT=1027.42 (E)PCB 01BRIM. 1030.19IE IN=1024.57 (W)IE OUT=1024.47 (E)FES 01IE=1023.67 (W)ESTUB-10CONNECT TO EXIST. STUBIE IN=1004.99 (N)IE OUT=1004.99 (S) (V.I.F.)PSMH-10AOUTSIDE DROP MANHOLESEE LAKEVILLE PLATE LV-SS-3RIM. 1028.01IE IN=1014.92 (W)IE OUT=1006.89 (S)PSMH-10BRIM. 1029.11IE IN=1022.30 (W)IE OUT=1021.20 (E)BLDG-10CREFER TO MECHANICALIE OUT=1024.00 (E)95.0± LF - 8" PVC SDR 26 @ 2.00%314.1± LF - 6" PVC SDR 26 @ 2.00%85.0± LF - 6" PVC SDR 26 @ 2.00%FES 02IE=1021.00 (W)FES 03IE=1021.00 (N)PCB 03BRIM. 1026.18IE IN=1021.78 (N)IE OUT=1021.68 (S)323.8± LF - 12" RCP @ 0.00%56.3± LF - 12" RCP @ 0.30%FES 02AIE=1021.00 (E)PCB 03CRIM. 1025.99IE IN=1022.23 (E)IE OUT=1022.13 (S)115.0± LF - 12" RCP @ 0.30%68.9± LF - 12" RCP @ 0.30%PCB 03ERIM. 1026.04IE OUT=1022.75 (W)PCB 03DRIM. 1025.80IE IN=1022.54 (E)IE OUT=1022.44 (W)ECB-05RIM. 1028.91GEOTHERMAL FIELDFIELD, SEE MECHANICALHYDRANT ASSEMBLYSEE X/C5XXPCB 04DRIM. 1024.95IE IN=1022.17 (NW)IE OUT=1022.07 (S)88.3± LF - 12" HDPE @ 0.30%99.2± LF - 12" HDPE @ 0.30%PCB 04BRIM. 1027.00IE IN=1022.61 (SE)IE IN=1021.77 (N)IE OUT=1021.71 (SW)82.2± LF - 12" HDPE @ 0.30%PCB 04CRIM. 1027.02IE OUT=1022.85 (NW)152.0± LF - 12" RCP @ 0.30%PMH 04ERIM. 1028.27IE IN=1023.02 (W)IE IN=1022.53 (NW)IE OUT=1022.43 (SE)108.4± LF - 12" RCP @ 0.30%PCB 04FRIM. 1027.02IE OUT=1022.85 (SE)PCB 04GRIM. 1029.61IE IN=1023.58 (W)IE OUT=1023.48 (E)151.5± LF - 12" RCP @ 0.30%PCB 04HRIM. 1029.38IE IN=1024.13 (NW)IE OUT=1024.03 (E)87.6± LF - 12"
R
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@ 0.30
%PCB 04JRIM. 1028.59IE OUT=1024.39 (SE)27.9± LF - 12" RCP @ 1.00%PMH 01ARIM. 1032.36IE IN=1024.05 (W)IE OUT=1023.95 (E)SUMP=1019.95135.7± LF - 12" PVC SCH 40 @ 0.30%70.7± LF - 12" RCP @ 0.30%6" TEEELEV 1024.766"-45° BENDELEV 1018.846"-45° BENDELEV 1018.5312" X 6" DI REDUCERELEV 1019.946"-90° BENDELEV 1026.02167.4± LF - 6" DIP @ -0.07%42.5± LF - 6" DIP @ 0.74%32.0± LF - 6" DIP @ 0.74%3.0± LF - 12" DIP @ 0.00%69.5± LF - 6" DIP @ 1.82%18.5± LF - 6" DIP @ 0.00%CONNECT TO EXIST. 12" GATE VALVEELEV. 1019.95± (V.I.F.)PMH 03ARIM. 1028.06IE IN=1021.51 (N)IE OUT=1021.41 (S)SUMP=1017.41118.1± LF - 12" PVC SCH 40 @ 0.30%FES 04IE=1021.00 (N)PMH 04ARIM. 1029.27IE IN=1021.35 (NE)IE OUT=1021.35 (S)SUMP=1017.35118.5± LF - 12" RCP @ 0.30%BLDGREFER TO MECHANICALELEV=1026.0248.1± LF - 6" DIP @ -3.41%79.8± LF - 6" DIP @ 1.85%3.7± LF - 6" DIP @ 100.00%6"-45° BENDELEV 1024.886"-45° BENDELEV 1020.80112.1± LF - 6" DIP @ 0.10%75.7± LF - 6" DIP @ 0.48%GRADE BREAKELEV=1018.29GRADE BREAKELEV=1019.20GRADE BREAKELEV=1019.32APPROXIMATE ROUTING OF NATURAL GAS PIPING & ELECTRICAL.AVOID OPEN TRENCH INSTALLATION IF FEASIBLE.COORDINATE WITH UTILITY COMPANY.93.3± LF - 12" RCP @ 1.00%70.0± LF - 10" PVC SCH 40 @ 2.00%PMH 01CRIM. 1032.57IE IN=1026.68 (W)IE IN=1025.60 (N)IE OUT=1025.50 (E)CONNECT TOBLDG ROOF DRAINIE OUT=1027.00PCB 01ERIM. 1033.82IE OUT=1029.76 (S)119.0± LF
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%PIPE CROSSING18" STORM IE=1020.08 (V.I.F.)6" WATER CROWN=1018.58PIPE CROSSING12" STORM IE=1021.166" SAN CROWN=1018.55PIPE CROSSING12" STORM IE=1020.996" WATER CROWN=1019.49PIPE CROSSING12" STORM IE=1021.116" WATER CROWN=1019.61PIPE CROSSING12" STORM IE=1021.276" SAN CROWN=1020.89PIPE CROSSING10" STORM IE=1026.586" WATER CROWN=1025.10CONDUITS FOR FUTURE ELECTRICVEHICLE CHARGING STATIONSREFER TO ELECTRICALEXISTING STORMWATER SWALEPOTENTIAL STORMWATERINFILTRATION BASINLEGENDCONSTRUCTION LIMITSSTORM SEWERDRAINTILECATCH BASINSTORM MANHOLECLEANOUTSANITARY SEWERWATER SERVICEGENERAL NOTES1.THE CONTRACTOR SHALL FIELD VERIFY AL EXISTING UTILITIES PRIOR TO BEGINNINGCONSTRUCTION. UTILIZE THE "GOPHER STATE ONE CALL SYSTEM" (1-800-252-1166) TOHAVE PUBLIC UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS. CONTACT THEOWNER TO LOCATE PRIVATE UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS.NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS.2.SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL SITE PLAN FORELECTRICAL ROUTING AND ADDITIONAL REQUIREMENTS.3.UNLESS OTHERWISE NOTED, ALL UTILITY TRENCHES SHALL BE CONSTRUCTED PERX/C50X. WATERMAIN SHALL BE CONSTRUCTED PER X/C50X.4.ADJUST ALL RISERS AND CASTINGS TO FINISH GRADE.5.PREVENT CONSTRUCTION SEDIMENT, DIRT & DEBRIS FROM ENTERING INFILTRATIONBMPS.6.TRACER WIRE SHALL BE INSTALLED PER X/C50X AND AND INDICATED IN THE PROJECTSPECIFICATION.UTILITY PLANDPGMMWC201DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNO DATE REVISIONNO DATE ISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION10/26/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\Civil\230056 C201 Utility Plan.dwg10/26/2023 12:44 PMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTALEXHIBIT J
L101DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNO DATE REVISIONNO DATE ISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION10/26/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\LA\230056 L101 Landscape Plan.dwg10/26/2023 12:40 PMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTALScale: 1"=30'LANDSCAPE PLAN OVERALL1OVERALL LANDSCAPE PLAN15' 30'60'PLANT SCHEDULEScale: 1"=10'PARKING LOT SCREENING25' 10'20'F/OF/OF/OF/OOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||CBCB>>>>>>>>>>>>>>>>|||||||||||||||||||>>>>>>>>>>>>||217TH STREET W217TH STREET WUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUECONSTRUCTION LIMITS, TYPPROPERTY BOUNDARY, TYPGEOTHERMAL WELL, TYPSEE MECHANICALUTILITY LINE, TYPSEE CIVILMONUMENT SIGN, TYPLIGHT POLE, TYPSEE ELECTRICALDIRECTIONAL SIGNAGE, TYPSEE CIVILACCESS GATE, TYPSEE CIVILPROPOSEDBUILDINGSEE ARCHATTENDANT STATIONSEE ARCHCHECK-IN STATIONSEE ARCHDECORATIVE METAL SCREENWITH GATE, SEE ARCHFLAGPOLESEE CIVILSTEEL EDGERSEE 8/L501MAINTENANCE EDGER, TYPSEE 9/L501BIKE RACKSSEE 10/L5014'-0" TYPUTILITY STRUCTURE, TYPSEE CIVILWALL MOUNTEDBENCHALTERNATE:GARAGESEE ARCHCOMPACTOR CANOPYSEE ARCH2L101STEEL EDGERSEE 8/L501STEEL EDGERSEE 8/L50145' SIGHT TRIANGLE, TYP10'-0" CLEAR MIN, TYPBUILDING EXPANSION AREA, TYPEXPAND TO INCLUDEALL AREAS DISTURBEDBY CONSTRUCTION ASNEEDED, TYPSNOW STORAGE AREA, TYPHHW DROP OFF CANOPYSEE ARCHCONIFEROUS CANOPY TREECODEQTYBOTANICAL / COMMON NAMECONTJE 16 Juniperus virginiana8` HT.Eastern RedcedarPS 4Pinus strobus8` HT.White PineDECIDUOUS CANOPY TREECODEQTYBOTANICAL / COMMON NAMECONTAO 3Aesculus glabra2-1/2" B&BOhio BuckeyeBN 4Betula nigra8` CLUMPRiver Birch Multi-TrunkCS 7Catalpa speciosa2-1/2" B&BNorthern CatalpaCO 2Celtis occidentalis2-1/2" B&BCommon HackberryGA 3Ginkgo biloba 'Autumn Gold'2-1/2" B&BAutumn Gold Maidenhair TreeGY 3Gymnocladus dioicus2-1/2" B&BKentucky CoffeetreeOV 3Ostrya virginiana2-1/2" B&BAmerican HophornbeamPT 6Populus tremuloides2-1/2" B&BQuaking AspenQB 2Quercus bicolor2-1/2" B&BSwamp White OakQE 5Quercus ellipsoidalis2-1/2" B&BNorthern Pin Oak*QM 6Quercus macrocarpa2-1/2" B&BBur Oak*ORNAMENTAL TREECODEQTYBOTANICAL / COMMON NAMECONTAG 5Amelanchier x grandiflora 'Autumn Brilliance' 2" B&BAutumn Brilliance Apple ServiceberryPA 11 Prunus americana2" B&BAmerican Plum*PC 5Prunus virginiana2" B&BChokecherry*GROUND COVERSCODEQTYBOTANICAL / COMMON NAMECONTME 236 sf Chipped Aggregate Maintenance Edger Mulch4" DepthDB 8,869 sf Detention Basin MixSeed Mix with PlugsHM 1,653 sf Hardwood MulchMulch4" DepthNM 24,922 sf No Mow Seed MixSeed MixSP 132,418 sf Short Prairie MixSeed Mix217TH STREET W PUBLIC RIGHT OF WAY3'-0"DAKOTA COUNTY HHW & RECYCLINGCENTER PROPERTY LINENEIGHBORING INDUSTRIAL PROPERTYPROPERTY LINE10' SETBACKHHW & RECYCLING CENTER PARKING LOTTRAILER PARKINGEXHIBIT K
L102DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNODATEREVISIONNODATEISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION10/26/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\LA\230056 L101 Landscape Plan.dwg10/26/2023 12:40 PMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTALScale: 1"=30'LANDSCAPE PLAN OVERALL1SHRUB AND PERENNIAL PLAN15'30'60'PLANT SCHEDULEF/OF/OF/OF/OOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||CBCB>>>>>>>>>>>>>>>>|||||||||||||||||||>>>>>>>>>>>>||217TH STREET W217TH STREET WUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE81Grasses#1 CONTBouteloua curtipendula / Side Oats Grama*Bouteloua gracilis 'Honeycomb' / Honeycomb Blue Grama GrassSchizachyrium scoparium / Little Bluestem*Sporobolus heterolepis / Prairie Dropseed*120Large Shrubs#5 CONT.Aronia melanocarpa 'Morton' / Iroquois Beauty Black ChokeberryCornus racemosa / Gray Dogwood*Corylus americana / American Hazelnut*Diervilla lonicera / Dwarf Bush HoneysuckleJuniperus chinensis 'Maneyi' / Maney JuniperJuniperus horizontalis 'Blue Chip' / Blue Chip JuniperRhus glabra / Smooth Sumac*Salix humilis / Prairie WillowViburnum dentatum / Arrowwood159Small Shrubs & Perennials#1 CONT.Anemone canadensis / Canda anemoneArctostaphylos uva-ursi / BearberryAronia melanocarpa 'UCONNAM012' / Ground Hug Black ChokeberryArtemisia ludoviciana / Prairie SageAstragalus crassicarpus / Ground PlumBaptisia australis / Blue Wild IndigoSedum ternatum / Wild Stonecrop SedumVerbena hastata / Blue VervainViola pedata / Bird's-foot Violet
L201DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:230056THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETSNODATEREVISIONNODATEISSUED FORCOPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.PRELIMINARYNOT FOR CONSTRUCTION10/26/2023PROJECT NAME:DRAWING TITLE:701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029CLIENT:DAKOTA COUNTY1590 HIGHWAY 55HASTINGS, MN 55033File Path:..\230056\500 Drawings\LA\230056 L101 Landscape Plan.dwg10/26/2023 12:40 PMPlot Date:DAKOTA COUNTY HHW& RECYCLING FACILITY10222 215TH ST WLAKEVILLE, MN 55044109/29/2023SD - COST ESTIMATE210/26/2023CUP SUBMITTALScale: 1"=30'IRRIGATION DIAGRAM1IRRIGATION DIAGRAM1.PROVIDE HIGH-EFFICIENCY SPRAY IRRIGATION TO LANDSCAPE AREAS NOTED IN 1/L201, INCLUDING SOD, SEED, TREES, SHRUBS, ANDPERENNIALS, AND ZONE APPROPRIATELY.2.FOR AREAS OUTSIDE OF IRRIGATION ZONES, CONTRACTOR IS RESPONSIBLE FOR ONE FULL GROWING SEASON OF WATERING.WATERING SHALL BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.3.ALL NEW IRRIGATION SHOULD USE TORO PRECISION SPRAY NOZZLES.4.FOR ZONE 2, PLACE SPRAY HEADS AT THE PERIMETER OF THE SPACE TO SPRAY INTO THE ZONE FOR COVERAGE. AVOID DAMAGE TOTREES/TREE ROOTS.5.PROVIDE AN IRRIGATION SHOP DRAWING PLAN, INCLUDING ZONING, PIPE LAYOUTS, AND COVERAGE, TO BE APPROVED BY THELANDSCAPE ARCHITECT AND OWNER. SEE SPEC 32 8000.5.1.MINIMUM OF TWO ZONES. PROPOSE ADDITIONAL IRRIGATION ZONES AS APPROPRIATE TO SERVE WATERING NEEDS OFDIFFERENT PLANT TYPES AND USE AREAS. SEE LANDSCAPE PLANS FOR APPLICABLE PLANTING TYPES.5.2.ALL IRRIGATION SHALL BE APPROPRIATELY SIZED SPRAY HEADS. CARE SHALL BE TAKEN TO ENSURE BUILDING FACADES,PAVEMENT, OR PATHWAYS ARE NOT WITHIN SPRAY PATH OF SPRAY HEADS.6.PROVIDE GATOR BAGS FOR TREES OUTSIDE OF IRRIGATION ZONES.7.MINNESOTA B3 REQUIREMENT: IRRIGATION WATER USE SHALL BE METERED AND RECORDED FOR AT LEAST FIVE YEARS AFTERBUILDING OCCUPANCY OR UNTIL SITE PLANTING IS FULLY ESTABLISHED.8.MINNESOTA B3 REQUIREMENT: NO POTABLE WATER SHALL BE USED FOR IRRIGATION AFTER A TWO-YEAR PLANT ESTABLISHMENTPERIOD EXCEPT FOR PERIODS WHEN ACTUAL MONTHLY RAINFALL IS LESS THAN 30% OF THE AVERAGE RAINFALL FOR THAT MONTH.IRRIGATION NOTESLEGEND15'30'60'F/OF/OF/OF/OOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||CBCB>>>>>>>>>>>>>>>>|||||||||||||||||||>>>>>>>>>>>>||217TH STREET W217TH STREET WUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEPOINT OF CONNECTIONZONE 1: LANDSCAPE BEDSZONE 2: NO MOW TURF/PRAIRIE
LEVEL 1100' -0"OFFICE LOW ROOF114' -0"VARIES -SEE STRUCTHIGH ROOFCANOPY ROOF117' -0"T.O. WAREHOUSE
WALL129' -4"T.O.W. HIGH OFFICE121' -4"T.O.W. LOW OFFICE119' -4"16' - 0"INTEGRAL PRECAST SILL AT AREA B, TYPICALPERFORATED METAL PANEL LOADING DOCK SCREENING ON STEEL POSTSALUMINUM HORIZONTAL BLADE SHADING DEVICES, MOUNTED TO EMBED PLATES IN PRECAST, TYP.METAL PANEL CLADDING OVER METAL FRAMINGOPEN TO BEYOND6' - 0"IPC13 IPC13 IPC13 IPC13 IPC13
IPC13 IPC13
IPC13 IPC13 IPC13 IPC13
IPC13 IPC13TRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM W/ BIRD SAFE GLASS, TYP.IPC13IPC13IPC13LEVEL 1100' -0"OFFICE LOW ROOF114' -0"CANOPY ROOF117' -0"T.O. WAREHOUSE
WALL129' -4"T.O.W. HIGH OFFICE121' -4"PERFORATED METAL PANEL ON STEEL FRAMES21' - 0"16' - 10"20' - 0"20' - 0"BLAST PANELSALUMINUM VERTICAL BLADE SHADING DEVICES, MOUNTED TO EMBED PLATES IN PRECASTTRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM W/ BIRD SAFE GLASSTRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM W/ BIRD SAFE GLASS2' - 0"7' - 4"IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13
IPC13IPC13 IPC13
IPC13 IPC13LEVEL 1100' -0"CANOPY ROOF117' -0"T.O. WAREHOUSE
WALL129' -4"T.O.W. HIGH OFFICE121' -4"OPEN TO BEYONDRAMP, SEE CIVILIPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13TRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM, TYP.TRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM W/ BIRD SAFE GLASSLEVEL 1100' -0"VARIES -SEE STRUCTT.O. FOOTINGEQUIP. PLATFORM110' -10"OFFICE LOW ROOF114' -0"VARIES -SEE STRUCTHIGH ROOFCANOPY ROOF117' -0"T.O. WAREHOUSE
WALL129' -4"T.O.W. HIGH OFFICE121' -4"T.O.W. LOW OFFICE119' -4"ALUMINUM VERTICAL BLADE SHADING DEVICES, MOUNTED TO EMBED PLATES IN PRECAST, TYP.WALL-MOUNTED BENCH, SEE DOCK LEVER, TYP.DOCK SEAL, TYP./A1A1016' - 8"11' - 4"7' - 4"4' - 0"4' - 0"PREFINISHED METAL COPING, TYP.2' - 0" TYP7' - 4" TYPTRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM, TYP.TRIPLE GLAZED ALUMINUM CURTAINWALL SYSTEM W/ BIRD SAFE GLASSIPC13
IPC13 IPC13 IPC13
IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13 IPC13PRECAST CONCRETE - COLOR 1 (ACID ETCH)GRADE: A (SMOOTH TYPE FINISH - ACID ETCH)PRECAST CONCRETE WITH FORMLINER or ARCHITECTURAL FINISH - COLOR 1 (SAND BLAST - EXPOSED AGGREGATE)GRADE: A (FORM LINER or EXPOSED AGGREGATE)EXTERIOR ELEVATION LEGENDPRECAST CONCRETE WITH BRICK FORMLINER (NORMAN - STACKED BOND)-COLOR 2GRADE: A (FORM LINER)ARCHITECTURAL METAL PANEL CLADDINGGRADE: C (OPAQUE PANEL)PERFORATED METAL PANEL SCREENINGGRADE: C (ORNAMENTAL METAL)BIRD-SAFE GLAZINGGRADE: A (GLASS)PREFINISHED WHITE METAL PANEL (PRE-FABRICATED BUILDING)GRADE: C (OPAQUE PANEL)PRECAST CONCRETE - COLOR 2 (ACID ETCH)GRADE: A (SMOOTH TYPE FINISH - ACID ETCH)MATERIAL GRADES REFERENCED PER LAKEVILLE ZONING CODE 11-17-9 11-17-9.D.2: O-P DISTRICT:"(1) ARCHITECTURALLY PRECAST CONCRETE PANELS WITH A FORM LINER, TOOLED, BRICK AND STONE FACE, CAST STONE, AND/OR SMOOTH TYPE FINISH MAY BE USED TO SATISFY THE GRADE A MATERIAL REQUIREMENTS OF THIS SECTION."EXTERIOR ELEVATIONS230056 | DAKOTA COUNTY | DAKOTA COUNTY HHW AND RECYCLING FACILITY12/08/20231/8" = 1'-0"A11SOUTH ELEVATION - MATERIAL ILLUSTRATION1/8" = 1'-0"A13WEST CANOPY ELEVATION - MATERIAL ILLUSTRATION1/8" = 1'-0"A14NORTH ELEVATION - MATERIAL ILLUSTRATION1/8" = 1'-0"A15EAST ELEVATION - MATERIAL ILLUSTRATIONMATERIAL BREAKDOWN PERCENTAGESSOUTH ELEVATIONGRADE A 86%GRADE C 14%WEST ELEVATIONGRADE A 68%GRADE C 32%NORTH ELEVATIONGRADE A 85%GRADE C 15%EAST ELEVATIONGRADE A 98%GRADE C 2%PERCENTAGE OF FACADE CONSISTING OF RESPECTIVE MATERIAL GRADES AS REFERENCED ABOVE. EXEMPT MATERIALS PER 11-17-9.B.10 HAVE BEEN OMITTED FROM TOTAL FACADE AREA.EXHIBIT L
LEVEL 1 -GARAGE94' -4 1/2"METAL STANDING SEAM ROOF PANELSPRECAST CONCRETE WALLS12' - 0"11' - 0"12' - 0"GARAGE ROOFVARIES - SEE STRUCTLEVEL 1 -GARAGE94' -4 1/2"VARIES -SEE STRUCTGARAGE ROOFMETAL STANDING SEAM ROOF PANELSPRECAST CONCRETE WALLS10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"LEVEL 1 -GARAGE94' -4 1/2"VARIES -SEE STRUCTGARAGE ROOFMETAL STANDING SEAM ROOF PANELSPRECAST CONCRETE WALLS10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"LEVEL 1 -GARAGE94' -4 1/2"VARIES -SEE STRUCTGARAGE ROOFMETAL STANDING SEAM ROOF PANELSPRECAST CONCRETE WALLSSECTIONAL OVERHEAD DOORCAST IN PLACE CONCRETE WALLS16' - 0"14' - 0"METAL STANDING SEAM ROOF PANELSCAST IN PLACE CONCRETE WALLCAST IN PLACE CONCRETE RETAINING/ GUARD WALLSRECYCLING/CARDBOARD COMPACTORSMETAL STANDING SEAM ROOF PANELSCAST IN PLACE CONCRETE WALLSCAST IN PLACE RETAINING/ GUARD WALLSOPEN TO BEYOND16' - 0"METAL STANDING SEAM ROOF PANELSPREFINISHED METAL PANELPREFINISHED METAL PANELPREFINISHED METAL PANELPREFINISHED METAL PANELPREFINISHED METAL PANELPREFINISHED METAL PANELPREFINISHED METAL PANELPREFINISHED METAL PANELPRECAST CONCRETE - COLOR 1 (ACID ETCH)PRECAST CONCRETE COLOR 1 (SAND BLAST - EXPOSED AGGREGATE)PRECAST CONCRETE - COLOR 2(ACID ETCH)PRECAST CONCRETE - COLOR 1 (ACID ETCH)GRADE: A (SMOOTH TYPE FINISH - ACID ETCH)PRECAST CONCRETE WITH FORMLINER or ARCHITECTURAL FINISH - COLOR 1 (SAND BLAST - EXPOSED AGGREGATE)GRADE: A (FORM LINER or EXPOSED AGGREGATE)EXTERIOR ELEVATION LEGENDPRECAST CONCRETE WITH BRICK FORMLINER (NORMAN - STACKED BOND)-COLOR 2GRADE: A (FORM LINER)ARCHITECTURAL METAL PANEL CLADDINGGRADE: C (OPAQUE PANEL)PERFORATED METAL PANEL SCREENINGGRADE: C (ORNAMENTAL METAL)BIRD-SAFE GLAZINGGRADE: A (GLASS)PREFINISHED WHITE METAL PANEL (PRE-FABRICATED BUILDING)GRADE: C (OPAQUE PANEL)PRECAST CONCRETE - COLOR 2 (ACID ETCH)GRADE: A (SMOOTH TYPE FINISH - ACID ETCH)MATERIAL GRADES REFERENCED PER LAKEVILLE ZONING CODE 11-17-9 11-17-9.D.2: O-P DISTRICT:"(1) ARCHITECTURALLY PRECAST CONCRETE PANELS WITH A FORM LINER, TOOLED, BRICK AND STONE FACE, CAST STONE, AND/OR SMOOTH TYPE FINISH MAY BE USED TO SATISFY THE GRADE A MATERIAL REQUIREMENTS OF THIS SECTION."1/8" = 1'-0"A2B3GARAGE NORTH ELEVATION - CUP1/8" = 1'-0"A2B1GARAGE WEST ELEVATION - CUP1/8" = 1'-0"A2C3GARAGE SOUTH ELEVATION - CUP1/8" = 1'-0"A2C1GARAGE EAST ELEVATION - CUPEXTERIOR ELEVATIONS - ACCESSORY BUILDINGS / STRUCTURES230056 | DAKOTA COUNTY | DAKOTA COUNTY HHW AND RECYCLING FACILITY12/08/20231/8" = 1'-0"A2A2COMPACTOR ENCLOSURE WEST ELEVATION (EAST SIM) - CUP1/8" = 1'-0"A2A4COMPACTOR ENCLOSURE SOUTH ELEVATION - CUP1/8" = 1'-0"A2A1COMPACTOR NORTH ELEVATION - CUP1/8" = 1'-0"A2E1CHECK-IN STATION - EAST ELEV - CUP1/8" = 1'-0"A2E2CHECK-IN STATION - NORTH ELEV - CUP1/8" = 1'-0"A2E4CHECK-IN STATION - SOUTH ELEV - CUP1/8" = 1'-0"A2E3CHECK-IN STATION - WEST ELEV - CUP1/8" = 1'-0"A2D2COMPACTOR ATTENDANT STATION - NORTH ELEV - CUP1/8" = 1'-0"A2D3COMPACTOR ATTENDANT STATION - WEST ELEV - CUP1/8" = 1'-0"A2D1COMPACTOR ATTENDATION STATION - EAST ELEV - CUP1/8" = 1'-0"A2D4COMPACTOR ATTENDATION STATION - SOUTH ELEV - CUP1/4" = 1'-0"A2B5SAMPLE PRECAST COLORS - CUPACCESSORY BUILDINGS / STRUCTURES11-17-9.F.7: ACCESSORY STRUCTURES:"B. ACCESSORY BUILDINGS FOR NONRESIDENTIAL USES, INCLUDING THOSE ALLOWED IN THE RESIDENTIAL DISTRICTS, SHALL BE OF A SIMILAR CHARACTER, DESIGN, AND FACADE AS THE PRINCIPAL STRUCTURE."
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us
December 8, 2023
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: NORTH RYAN SECOND ADDITION
The Dakota County Plat Commission met on December 6, 2023, to consider the preliminary plat of the
above referenced plat. The plat is adjacent to CSAH 70 (215th St. W.) and is therefore subject to the
Dakota County Contiguous Plat Ordinance.
The site is a replat of Outlot B, NORTH RYAN ADDITION and includes the proposed Dakota County
Hazardous Household Waste & Recycling Facility. The right-of-way needs for a 4-lane divided roadway
are 75 feet of half right of way, which has been met. Access to the site will be from 217th Street via
Jacquard Avenue and future Javelin Avenue. Restricted access is shown along all Outlot B to CSAH 70 per
doc. 3552035.
The Plat Commission has approved the preliminary and final plat and will recommend approval to the
County Board of Commissioners meeting on January 2, 2023.
Traffic volumes on CSAH 70 are 13,300 ADT and are anticipated to be 16,800 ADT by the year 2040.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat
Commission highly recommends early contact with the Transportation Department to discuss the
permitting process which reviews the design and may require construction of highway improvements,
including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths,
medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7962 or Todd
Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c: Ryan Bluhm, Westwood
Bryan Tucker, Summer Gate EXHIBIT M
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
DAKOTA COUNTY RECYCLING FACILITY CONDITIONAL USE
PERMIT
FINDINGS OF FACT AND RECOMMENDATION
On January 4, 2024, the Lakeville Planning Commission met at its regularly scheduled
meeting to consider a conditional use permit to allow a Dakota County recycling facility in the
O-P, Office Park District to be located on Lot 1, Block 1, North Ryan Second Addition. The
Planning Commission conducted a public hearing on the proposed conditional use permit
preceded by published and mailed notice. The applicant was present and the Planning
Commission heard testimony from all interested persons wishing to speak.
FINDINGS OF FACT
1. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan,
which guides the property for office park uses.
2. The property is currently zoned O-P, Office Park District.
3. The legal description of the property is:
Lot 1, Block 1, North Ryan Second Addition, Dakota County, Minnesota
4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use
permit may not be issued unless certain criteria are satisfied. The criteria and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The proposed Dakota County recycling facility is consistent with the 2040
Comprehensive Land Use Plan and the District 6 recommendations of the Comprehensive
Plan.
b. The proposed use is or will be compatible with present and future land uses of the area.
2
Finding: The Dakota County recycling facility will be screened and buffered from adjacent
land uses by public streets on four sides. Provided compliance with the conditional use
permit, the proposed warehouse use will be compatible with existing light industrial uses in
the vicinity and future land uses in the area.
c. The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
Finding: Provided compliance with the conditional use permit, the Dakota County
recycling facility will conform with all performance standards contained in the Zoning
Ordinance and the City Code.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject property lies within in the current MUSA. The property can be
served with public sanitary sewer and water services. The use of the property as a
recycling facility will have no impact on the City’s service capacity.
e. Traffic generation by the proposed use is within capabilities of streets serving the
property.
Finding: Anticipated traffic generated by the Dakota County recycling facility is within the
capabilities of all public streets serving the property.
5. The planning report dated December 29, 2023 prepared by Associate Planner Frank Dempsey
is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the conditional use
permit conditioned upon compliance with the planning report prepared by Associate
Planner Frank Dempsey dated December 29, 2023.
DATED: January 4, 2024
LAKEVILLE PLANNING COMMISSION
BY: _________________________
Jenna Majorowicz, Chair
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Frank Dempsey, Associate Planner
From: Alanna Sobottka, Graduate Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Julie Stahl, Finance Director
Dave Mathews, Building Official
Tina Goodroad, Community Development Director
Date: December 19, 2023
Subject: North Ryan Second Addition
• Preliminary Plat Review
• Site Plan Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
BBAACCKKGGRROOUUNNDD
Dakota County has submitted a preliminary plat of one lot named North Ryan Second
Addition and plans to construct a waste recycling facility on the lot. The proposed
development is located west of Jacquard Avenue and south of and adjacent to 215th Street
(CSAH 70). The parent parcel consists of Outlot B, North Ryan Addition (PID No.
225209000020) zoned OP, Office Park District.
The preliminary plat consists of one lot within one block on 11.97 acres.
The proposed development will be completed by:
Developer: Dakota County
Engineer/Surveyor: Stantec
NNOORRTTHH RRYYAANN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
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SSIITTEE CCOONNDDIITTIIOONNSS
The North Ryan Second Addition site was mass graded with the plat of North Ryan Addition.
The land generally slopes from the west to the east.
EEAASSEEMMEENNTTSS
Several easements for highway, stormwater, and utility purposes exist across the parent
parcel and will remain with the development improvements. A privately owned electric
power transmission line easement exists along the northern edge of the lot. There are public
perimeter drainage and utility easements and a stormwater and utility easement along the
south property line. The public easements will be vacated and reestablished with the final
plat.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
215th Street (CSAH 70)
North Ryan Second Addition is located south of and adjacent to 215th Street, a Principal Arterial
roadway as identified in the City’s Comprehensive Transportation Plan. The Dakota County
Plat Commission reviewed the proposed development at its December 6, 2023 meeting and
recommended approval. The current Dakota County Plat Review Needs Map identifies 215th
Street as a 4-lane divided roadway with a half right-of-way requirement of 75-feet adjacent to
the plat. The Developer dedicated the necessary right-of-way for 215th Street with the North
Ryan Addition plat.
Dakota County and the City reconstructed 215th Street as a four-lane divided roadway
adjacent to the plat in 2021. Dakota County controls the right-of-way requirements and
access locations along 215th Street.
217th Street
217th Street is a minor collector roadway as identified in the City’s Transportation Plan and
was constructed with the North Ryan Addition as a rural section roadway to promote
infiltration and treatment of stormwater run-off. 217th Street is a 40-foot wide rural roadway
with paved shoulders within an 80-foot right-of-way. The Developer dedicated the necessary
right-of-way for 217th Street with the North Ryan Addition plat. 217th Street terminates in a
temporary cul-de-sac; the developer of North Ryan Addition supplied a cash escrow for its
removal when 217th Street is extended to the west.
Javelin Avenue
Development of North Ryan Addition included the dedication of the ½ right-of-way for
Javelin Avenue, located along the west plat boundary. Javelin Avenue will be constructed in
the future to provide additional access to 215th Street. The access to 215th Street will be
restricted to right-in/right-out in the future when it is constructed. North Ryan Second
Addition should not be impacted upon construction of Javelin Avenue. Javelin Avenue will be
constructed in the future by the developer of the parcel to the west; the Developer for North
NNOORRTTHH RRYYAANN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
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Ryan Second Addition will be assessed for their portion of construction at the time of
construction.
SITE PLAN
A Site Plan was submitted for Lot 1, Block 1 North Ryan Second Addition. The Site Plan
includes construction of a 17,770 SF waste recycling facility that will include
warehouse/storage, office, and other employee related space and accessory buildings. The
proposed site will result in a lot that is 31% impervious with 41 parking spaces. Access to the
site is proposed via two private driveways on 217th Street. The site plan indicates areas of
possible future expansion of the warehouse/storage space.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS
The Park Dedication Fee has not been collected on the parent parcel and shall be satisfied
through a cash contribution with the final plat. The Parks, Trails and Open Space Plan
identifies a bituminous trail along the south side of 215th Street adjacent to the North Ryan
Second Addition preliminary plat. The construction of the bituminous trail along 215th will be
required to be completed with this project.
UUTTIILLIITTIIEESS
SSAANN IITTAARRYY SSEE WWEERR
North Ryan Second Addition is located within sub-district SC-10410 of the South Creek
sanitary sewer district as identified in the City’s Comprehensive Sewer Plan. The wastewater
from the proposed site will be conveyed by City-owned sanitary sewer facilities to the
Elko/New Market interceptor and then to the Empire Wastewater Treatment Plant. The
existing City-owned downstream facilities are adequate to convey the wastewater generated
by the proposed development.
Private sanitary sewer service hookups were extended from the public sanitary sewer to the
south side of the subject parcel for development of the property with the development of
North Ryan Addition.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and must
be paid with the final plat.
WWAATTEERRMMAAIINN
A service stub was provided with the development of North Ryan Addition from the 12-inch
watermain along 217th Street within the City’s Normal Pressure Zone.
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The Lateral Watermain Access Charge must be paid for the 16-inch watermain along 215th
Street that was installed with City Project 20-05. The Lateral Watermain Access Charge for the
watermain adjacent to North Ryan Second Addition must be paid with the final plat.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the final plat, building permit application and final construction plans.
OOVVEERRHHEEAADD LLIINN EESS
Great River Energy (GRE) has an existing electric transmission line along 215th Street. City
Code does not require the transmission line to be buried.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
North Ryan Second Addition is located within subdistrict SC-007 and SC-022 of the South
Creek District of the City’s Comprehensive Water and Natural Resources Management Plan.
Development of North Ryan Second Addition includes the construction of multiple privately
owned and maintained stormwater management basins within Lot 1, Block 1. The Developer
shall enter into a private stormwater maintenance agreement with the final plat for the
private basins. Prior to final plat approval, the final grading plan must be reviewed to be
consistent with City Ordinance requirements.
The final grading plan shall identify all fill lots in which the building footings will be placed on
fill material. The grading specifications shall also indicate that all embankments meet
FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings
placed on fill material are appropriately constructed. Building Certificates of Occupancy will
not be issued until a soils report and an as-built certified grading plan have been submitted
and approved by City staff.
North Ryan Second Addition contains more than one acre of site disturbance. A National
Pollution Discharge Elimination System General Stormwater Permit for construction activity is
required from the Minnesota Pollution Control Agency for areas exceeding one acre being
disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be
submitted to the City upon receipt from the MPCA. The Developer and Engineer for North
Ryan Second Addition must submit plans that are compliant with the NPDES permit in regard
to stormwater management, specifically infiltration, for a waste recycling facility prior to final
plat approval.
SSTTOORRMM SSEEWWEERR
Development of North Ryan Second Addition includes the construction of private storm
sewer systems to be located within Lot 1, Block 1 and will collect and convey stormwater
runoff generated from within the development to the stormwater management basins.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be
paid with the final plat.
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Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
building permit application and final construction plans.
FEMA FLOODPLAIN ANALYSIS
North Ryan Second Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by
the Federal Emergency Management Agency (FEMA). Based on this designation by FEMA, the
plat is not located within a Special Flood Hazard Area (SFHA).
WWEETTLLAANNDDSS
A wetland delineation report was completed and approved in 2020. No wetlands were
identified within the project area.
TTRREEEE PPRREESSEERRVVAATTIIOONN
The site was mass graded with North Ryan Addition. No additional trees are planned to be
removed with this phase.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
maintaining the SWPPP for the site during construction. The permit requires that any changes
made throughout construction must be documented in the SWPPP.
A maintenance schedule for the establishment of vegetation in the basins must be submitted
to the City for review prior to the start of grading. Additional erosion control measures may
be required during construction as deemed necessary by City staff. Any additional measures
required shall be installed and maintained by the developer.
The MS4 Administration Fee has not been collected on the parent parcels and must be paid
with the final plat.
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the preliminary plat, site plan, grading and erosion
control plan, and utility plan for North Ryan Second Addition, subject to the requirements and
stipulations within this report.