HomeMy WebLinkAboutitem 06 North Ryan Addition1
City of Lakeville
Planning Department
Memorandum
To: Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: March 7, 2022
Subject: North Ryan Addition:
A. Comprehensive Plan Amendment
B. Zoning Map Amendment
C. Preliminary Plat
Action Deadline: April 13, 2022
BACKGROUND
Scannell Properties #455, LLC is proposing the development of a 46.8 acre parcel located south of
215th Street (CSAH 70) and west of Jacquard Avenue for light industrial (warehouse) uses on two
lots. The proposed Comprehensive Plan and Zoning Map amendments proposes the westerly
extension of the light industrial land use, zoning and development that has occurred east of the
site and south of the westerly extension of 217th Street. The portion of the subject property
(outlots) located north of 217th Street and south of 215th Street would remain guided and zoned
for Office Park District uses. The preliminary plat includes two lots and two outlots, including
the construction of a 168,000 square foot warehouse/office building on Lot 1, which would be
owned by Magnum Trucking, the owner and developer of the property to the south located at
21895 Jacquard Avenue and approved with South Ryan Addition in 2021.
EXHIBITS:
A. Aerial Photo Location Map
B. Existing/Proposed 2040 Land Use Map
C. Existing/Proposed Zoning Map
D. Preliminary plat
E. Property Survey
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F. Overall Site Plan and Site Plan for Lot 1 (5 Pages)
G. Grading Plan (5 Pages)
H. Utility Plan (2 Pages)
I. Landscape Plan (5 Pages)
J. Building Floor and Exterior Elevation Plans (4 pages)
K. Site and Building Lighting Specifications (3 pages)
L. Dakota County Plat Commission Letter
PLANNING ANALYSIS
COMPREHENSIVE PLAN AMENDMENT/REZONING
Scannell Properties #455, LLC has submitted applications to amend the 2040 Comprehensive
Land Use Plan to re-guide proposed Lots 1 and 2, Block 1, North Ryan Addition from Office
Park to Warehouse/Light Industrial and also to rezone Lots 1 and 2 from OP, Office Park District
to I-1, Light Industrial District. The proposed Comprehensive Plan amendment and rezoning
will match the developed properties to the east, and south of 217th Street.
The OP, Office Park District and the I-1, Light Industrial District have different performance
standards. While warehouse uses are allowed by conditional use permit in the O-P District, the
O-P District includes higher architectural and open space/landscaping standards than the I-1
District. Warehouse and cross dock distribution uses are permitted uses in the I-1 District and
have reduced exterior building material and landscaping requirements.
Findings of fact for the Comprehensive Plan and Zoning Map (rezoning) amendments are
attached.
PRELIMINARY PLAT
Existing Conditions. The property consists of 46.8 acres and is roughly the north half of a 75-
acre homestead parent parcel recently subdivided as part of the preliminary and final plat of
South Ryan Addition approved last year. The property within the preliminary plat includes the
Ryan house built in 1885 and several agricultural buildings. The property is moderately sloped
from south to north and includes stands of significant trees in the northwest and southeast
quadrants of the property.
Surrounding Land Uses. North Ryan Addition is surrounded by the following existing or
planned land uses:
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Direction Existing Use Land Use Plan Zoning
North 215th Street (CSAH 70) and Lakeville
South High School
Restricted Development
and Public/Quasi-Public
P/OS District
South South Ryan Addition (under
construction)
Warehouse/Light Industrial I-1, Light Industrial
District
East Jacquard Avenue and Amazon
Fulfillment Center
Warehouse/Light Industrial I-1, Light Industrial
District
West Undeveloped Agricultural Property Office Park and
Warehouse/Light Industrial
OP, Office Park and
I-1 Districts
Lots/Block/Outlots. Two lots on one block and two outlots are proposed on the North Ryan
Addition preliminary plat. The two proposed lots exceed the minimum lot area and lot width
requirements of the I-1 District. Outlot A will be deeded to the City with the final plat for
stormwater management purposes. Outlot B will be retained by the Ryan family for future Office
Park development.
The following is a tabulation of the lots as noted on the preliminary plat plans:
Zoning District Lot Width and Lot Area
Requirements
Lot 1 Lot 2 Outlot B
OP District 100 feet/30,000 square feet ------------- ----------- 899 ft/11.9
acres
I-1 District 100 feet/30,000 square feet 776 ft/14.3
acres
486 ft/10.9
acres
--------------
Streets. The North Ryan Addition preliminary plat is adjacent to 215th Street (CSAH 70), which
is designated as a principal arterial in the City’s Comprehensive Transportation Plan. The
required 85 feet of south half right-of-way is shown on the preliminary plat. 215th Street was
reconstructed as a four-lane divided roadway adjacent to the plat in 2021. The Dakota County
Plat Commission recommended approval of the preliminary plat at its March 2, 2022 meeting.
North Ryan Addition is also located adjacent to Jacquard Avenue, which is designated as a major
collector in the City’s Comprehensive Transportation Plan. Jacquard Avenue is constructed as a
two-lane rural roadway adjacent to the preliminary plat. No additional right-of-way needs to be
dedicated.
Development of North Ryan Addition includes the extension of 217th Street west of Jacquard
Avenue to the west plat boundary. 217th Street is designated as a minor collector in the City’s
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Transportation Plan and will be constructed as a 40-foot wide rural section roadway within an
80-foot right-of-way. The developer must construct a temporary turnaround at the west end of
217th Street until it is extended in the future with development of the adjacent property to the
west.
Development of North Ryan Addition includes the half right-of-way dedication for Ryan
Avenue, which is located along the west plat boundary. Ryan Avenue will be constructed in the
future to provide access to 215th Street when the adjacent property to the west develops and the
west half right-of-way is dedicated. Ryan Avenue will be restricted to right-in/right-out access at
215th Street when it is constructed. Prior to City Council consideration of the final plat, Ryan
Avenue will have to be changed to comply with the City’s street naming requirements.
Grading, Drainage, Erosion Control, Utilities. Grading, drainage, erosion control, and utility
plans have been submitted with the North Ryan Addition preliminary plat and are discussed in
more detail in the March 9, 2022 engineering report.
Tree Preservation. Most of the trees will be removed from the site due to proposed grading,
except for trees located along the west property line and north of the gas line easement. The
developer is responsible for installing tree protection fencing and any save trees that are damaged
or removed will require replacement at 2:1.
Wetlands. A wetland delineation was completed for the subject property 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. No public trails or
sidewalks are being constructed with the North Ryan Addition plat. Park dedication will be
satisfied with a cash fee in effect at the time of final plat approval. Park dedication for industrial
zoned property is calculated a rate of $4,786 per acre (2022 rate) for the net area being final
platted.
SITE PLAN ANALYSIS
The site development and construction plans propose a 168,000 square foot warehouse/office
building on Lot 1, which is the only proposed lot being considered for formal site plan review at
this time. The warehouse building will be owned by Magnum Trucking and will function
together with the Magnum Trucking warehouse/cross-dock/office/maintenance building located
on Lot 1, Block 1, South Ryan Addition to the south. An interconnecting driveway along the
west boundary of Lot 1 will provide a cross access driveway between the two lots without vehicles
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having to access Jacquard Avenue to move between the two sites. A signed private cross access
easement in recordable form shall be submitted to the City prior recording the final plat.
Setbacks. The building setback requirements of the I-1 District are being met with the proposed
site plans for Lot 1, Block 1 as follows:
Required Setbacks Lot 1
Front Yard (north)-- 40 feet Front (217th St.) – 165 feet
Side Yard (east) - 10 feet
Side Yard (west) - 10 feet
Side (East) – 62.5 feet
Side (West) – 113 feet
Rear Yard (south)--30 feet Rear (South) – 281 feet
Parking. The proposed 168,000 warehouse/office building will require a minimum of 188
parking spaces based on the estimated warehouse and office use square footage. The site plan
proposes the initial construction of 101 vehicle parking spaces, including six ADA accessible
parking spaces, and the deferment of 96 spaces for a total of 197 parking spaces, which exceeds
Zoning Ordinance requirements by 9 spaces. The Zoning Ordinance allows for up to 50% of the
required parking spaces to be deferred.
The number of required parking spaces is calculated as follows:
Total Building Square Footage……………....168,000 square feet
Office – 9,151 sf (minus 10% floor area credit) …...........46 spaces
Warehouse – 142,049 sf (minus 10%)............…….......142 spaces
Parking Required….…….....………..…………….188 spaces
Parking to be Constructed………………...…….....101 spaces
Parking to be Deferred……………………………..96 spaces
Circulation. All drive aisles and parking stalls comply with the required aisle width of 24 feet and
parking stall dimensions of 9 feet in width and 18 or 20 feet in length depending if they are
tandem spaces or overhang a curb. All driveways, loading dock areas and trailer parking spaces
are of adequate size to accommodate two-way traffic and backing and turning movements. The
driveways provide adequate width and turning radii to accommodate truck turning movements
and emergency vehicle access.
Access. Lot 1, Block 1, North Ryan Addition proposes two driveway accesses to 217th Street.
Driveway access design to 217th Street meets Zoning Ordinance requirements for location,
setback and width.
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Outdoor Storage. Outdoor storage of equipment is not proposed other than semi-trailers to be
located on the south side of the warehouse building, which are permitted as an accessory use in
the I-1 District.
Landscaping/Screening. The landscape plan proposes 164 overstory, evergreen, and ornamental
trees and a variety of shrubs as noted in the table below:
Landscape Materials
76 Overstory trees (2.5 inch min. diameter)
62 Conifer trees (8 foot minimum height)
26 Ornamental trees (2 inch min. diameter)
323 Variety of shrubs and perennial plantings
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.
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 warehouse building on Lot 1 will be one-story and 38
feet in height in compliance with I-1 District requirements. It will be constructed of pre-cast
concrete panels accented with narrow pre-finished metal decorative panels. The north and south
walls will include dock doors along the entire length of each wall. The building will be painted
gray with blue accents. The exterior building materials comply with Zoning Ordinance
requirements for the I-1 District.
Signage. The I-1 District allows one wall sign not to exceed 200 square feet for individual tenant
buildings with a gross floor area of 45,000 square feet or more and a freestanding sign not to
exceed 100 square feet with a maximum height of 10 feet. A sign permit must be issued by the
Planning Department prior to the installation of any signs.
Site Lighting. Exterior lighting fixtures and specifications have been submitted indicating the
parking lot and site lighting will be LED downcast fixtures on 30 foot tall poles with a three foot
base. Wall mounted lights are proposed to be downcast fixtures. The light fixtures meet Zoning
Ordinance requirements. A photometric plan has not been submitted. The Zoning Ordinance
requires not more than one foot-candle of light measurement at any property line. The
photometric plan must be submitted prior to City Council consideration of the preliminary plat.
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Trash and Recycling Enclosure. A trash enclosure is not identified on the plans. A trash
compactor is noted on the Key Notes but does not appear on the plan sheet. Any outside trash
containers must be stored within a six-foot tall enclosure constructed of similar materials as the
building, including a durable, maintenance free gate.
Snow Storage. Snow storage may not take place in required parking spaces.
RECOMMENDATION
Planning Department staff recommends approval of the North Ryan Addition Comprehensive
Plan and Zoning Map amendments and preliminary plat subject to the following stipulations:
1. The recommendations listed in the Engineering Division memorandum dated March 9,
2022.
2. Outlot A shall be deeded to the City with the final plat.
3. The developer shall construct a temporary turnaround at the west end of 217th Street until
it is extended in the future with the development of the adjacent property to the west.
4. Prior to City Council consideration of the final plat, the name for proposed Ryan Avenue
must be changed to comply with the City’s street naming requirements.
5. The Lot 1 site and building shall be developed and constructed consistent with the
preliminary plat plans approved by the City Council.
6. A private cross access easement agreement between Lot 1, Block 1, North Ryan Addition
and Lot 1, Block 1, South Ryan Addition shall be required with the final plat.
7. A parking deferment agreement shall be applied for and approved prior to issuance of a
building permit for Lot 1 as noted on the preliminary plat plans.
8. A landscaping security shall be submitted for Lot 1 with the final plat.
9. All signs shall comply with Zoning Ordinance requirements for the I-1 District. A sign
permit shall be issued by the Planning Department prior to the installation of any signs.
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10. 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 City
Council consideration of the preliminary plat.
11. 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.
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(C.S.A.H. NO. 70)215TH STREET WESTN0°12'00"E 2632.62
N89°55'01"E 1314.18PARCEL R217TH STREET WESTJACQUARDAVENUEFES (5628)44" INV = 1011.00FES (5631)36" INV = 1007.50FES (5697)30" INV = 1007.50CB (5698)RIM=1010.8030"" INV OUT=1005.86 (E)CB (5281)30" INV IN=1005.21 (W)30" INV IN=1005.21 (N)30" INV OUT=1005.21 (E)FES (5626)30" INV = 1011.50FES-11618" INV=1009.01FES-11448" INV=1003.00CB 5280-A15" INV OUT=1004.32 (E)CB 5280-B15" INV IN=1003.66 (W)15" INV OUT=1003.66 (S)FES-11718" INV=1005.00FES-11548" INV=1000.62FES 5280-C15" INV=1003.00SSMH-118" INV IN=996.12 (S)8" INV IN=996.12 (W)8" INV OUT=996.02 (N)SSMH-108" INV IN=994.44 (S)8" INV OUT=994.34 (N)SSMH-98" INV IN=992.76 (S)8" INV IN=992.76 (W)8" INV OUT=992.66 (E)SSMH-158" INV IN=996.40 (W)8" INV OUT=996.20 (N)EX SSMH10" INV IN=993.89 (S)SSMH-148" INV IN=994.62 (S)10" INV OUT=994.50 (N)JACQUARD AVENUE128 LF OF 48" RCP @ 1.86%SWALE BTM ELEV = 1025.3610-YR HWL ELEV= 1027.26100-YR HWL ELEV= 1029.0EOF = 1029.5ST-1ST-2ST-4ST-3ST-5ST-7ST-6ST-8ST-11ST-15ST-9ST-12ST-10ST-19ST-17ST-16ST-26ST-25ST-18ST-13ST-14XXXXXXXXXXDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-003 EXISITING CONDITIONS 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:11:34 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 100 ft.100200100C-001EXISTING CONDITIONS
69'(C.S.A.H. NO. 70)215TH STREET WEST217TH STREET WEST217TH STREET WESTJACQUARDAVENUEJACQUARD
AVENUE JACQUARD AVENUESWALE BTM ELEV = 1025.3610-YR HWL ELEV= 1027.26100-YR HWL ELEV= 1029.0EOF = 1029.5ST-1ST-2ST-4ST-3ST-5ST-7ST-6ST-8ST-11ST-15ST-9ST-12ST-10ST-19ST-17ST-16ST-26ST-25ST-18ST-13ST-14X X XXXXXXXXXXXFUTURE BUILDINGEAST OUTLOT126,000 SQ FTFFE=1035.5LFE=1031.5FUTURE BUILDINGNORTH OUTLOT157,500 SQ FTFFE=1034LFE=1030PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X X XX X X X X XXXXXXXXXXXXXX OFFICESTORMWATER INFILTRATION BASINBTM ELEV = 1005.0OUTLET ELEV = 1006.3110-YR ELEV = 1007.1100-YR ELEV = 1008.0OVERFLOW = 1006.91TOP BERM ELEV = 1008.0STORMWATER SWALE (8P)BTM ELEV = 1021.010-YR ELEV = 1022.58100-YR ELEV = 1023.76EOF=1028.5STORMWATER SWALE (7P)BTM ELEV = 1031.010-YR HWL = 1033.62100-YR ELEV = 1034.99EOF=1035.2217TH STREET W.WAREHOUSE PRIVATE ROADOFFICEOFFICEOFFICEMECHROOMXXSTORMWATER SWALE (5P)BTM ELEV = 1008.010-YR HWL =1010.39100-YR ELEV = 1011.33EOF=1012.0TOP OF BERM=1013STORMWATER SWALE (3P)BTM ELEV = 1003.010-YR HWL =1004.4100-YR ELEV = 1006.9EOF=1007.5STORMWATER SWALE (4P)BTM ELEV = 1009.010-YR HWL =1010.1100-YR ELEV = 1011.1EOF=1014.0STORMWATER SWALE (6P)BTM ELEV = 1023.010-YR HWL = 1027.38100-YR ELEV = 1029.48EOF=1029.7PRE-TREATMENT FOREBAYBTM ELEV = 1003.010-YR ELEV = 1007.1100-YR ELEV = 1008.0TOP WEEPER = 1008.0484952297882242461565244SEE SHEET C-107SEE SHEET C-102SEE SHEET C-103SEE SHEET C-104SEE SHEET C-105SEE SHEET C-109SEE SHEET C-106SEE SHEET C-108SEE SHEET C-10913+100+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+000+001+002+003+004+005+006+007+008+009+0010+0010+59
C-101OVERALL SITE PLAN( IN FEET )GRAPHIC SCALE01 inch = 100 ft.1002001001.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGNED BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:13:29 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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3CITY COMMENT REVISIONS02/10/2022
ST-8ST-9PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X X X X X X X X X X X X X X XOFFICE XOFFICE9'20'9'20'
24'
23.9'5'6.7'
24'1.81.21.41.51.51.91.91.91.101.101.81.81.101.121.131.112.62.82.61.121.132.625.9'135.9'2.91.72.32.32.3R20'R20'R5'R5'9+0010+0011+0012+0013+000+001+002+003+004+00 113'10'1.201.2015'40'
40'15'1.2320'10'DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:13:35 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-102ENLARGED WAREHOUSESITE PLAN (NW)#1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGNED BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTESSEE SHEET C-103SEE SHEET C-109SEE SHEET C-104SEE SHEET C-1091.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-8041.3.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 8/C-8041.4.CONCRETE SIDEWALK - SEE DETAIL 2/C-8041.5.B618 CURB AND GUTTER TIP IN (TYP) - SEE DETAIL 4/C-8041.6.B618 CURB AND GUTTER TIP OUT - SEE DETAIL 5/C-8041.7.CONCRETE PAVEMENT - SEE DETAIL 3/C-8041.8.ADA ACCESSIBLE PARKING STALL - SEE DETAIL 1-5/C-8051.9.ADA ACCESSIBLE VAN PARKING STALL - SEE DETAIL 1-5/C-8051.10.ADA AISLE - SEE DETAIL 1-3, 5/C-8051.11.PROPERTY BOUNDARY1.12.BUILDING SETBACK LINE1.13.PARKING SETBACK LINE1.14.PUBLIC ROAD TYPICAL SECTION - SEE DETAIL 1/C-8061.15.PRIVATE ROAD TYPICAL SECTION - SEE DETAIL 3/C-8061.16.3' CURB TRANSITION - FULL HEIGHT TO ZERO HEIGHT1.17.2' GRAVEL PAVEMENT EDGE - SEE DETAIL 9/C-8041.18.10" THICKENED CONCRETE SLAB - SEE DETAIL 3/C-8041.19.INSTALL RIP RAP AS CALLED OUT ON THE GRADING PLANS1.20.DRAINAGE AND UTILITY EASEMENT1.21.100' GAS EASEMENT1.22.26' MAINTENANCE AND DANGER TREE EASEMENT1.23.20' TEMPORARY CUL-DE-SAC EASEMENT2.DESIGNED BY OTHERS - SEE NOTE 3 THIS SHEET2.1.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.2.RETAINING WALL - SEE STRUCTURAL AND ARCHITECTURALPLANS2.3.LIGHT POLES BY OTHERS - SEE MEP PLAN2.4.LOADING DOCKS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.5.PUBLIC SANITARY, WATERMAIN, DRAINAGE AND UTILITYEASEMENT2.6.DOOR LOCATION WITH STOOP - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.7.STAIRS - SEE STRUCTURAL AND ARCHITECTURAL PLANS2.8.FENCE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.9.GATE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.10.MONUMENT SIGN - SEE STRUCTURE AND ARCHITECTURALPLANS2.11.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.12.TRASH COMPACTOR WITH CONCRETE PAD - SEE STRUCTURALAND ARCHITECTURAL PLANS. PAD DESIGN BY OTHERS
ST-11ST-12ST-13PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040STORMWATER SWALE (7P)BTM ELEV = 1031.010-YR HWL = 1033.62100-YR ELEV = 1034.99EOF=1035.2217TH STREET W.OFFICEOFFICESTORMWATER SWALE (6P)BTM ELEV = 1023.010-YR HWL = 1027.38100-YR ELEV = 1029.48EOF=1029.730'
24'9'20'9'20'24'30'24'1.11.11.21.31.21.31.41.51.51.51.52.6495252441.121.13165.3'62.6'171'1.71.161.162.32.32.32.32.32.3R5'R5'R20
'R20'R35'R65'R30'R
3
0
'2.75+006+007+008+009+002.62.61.42.10DEFERRED PARKINGSTALLS FOR FUTUREEXPANSION1.191.1930'10'10'1.2010'40'15'1.20DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:13:40 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-103ENLARGED WAREHOUSESITE PLAN (NE)#1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGNED BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTESSEE SHEET C-109SEE SHEET C-102SEE SHEET C-105SEE SHEET C-1061.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-8041.3.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 8/C-8041.4.CONCRETE SIDEWALK - SEE DETAIL 2/C-8041.5.B618 CURB AND GUTTER TIP IN (TYP) - SEE DETAIL 4/C-8041.6.B618 CURB AND GUTTER TIP OUT - SEE DETAIL 5/C-8041.7.CONCRETE PAVEMENT - SEE DETAIL 3/C-8041.8.ADA ACCESSIBLE PARKING STALL - SEE DETAIL 1-5/C-8051.9.ADA ACCESSIBLE VAN PARKING STALL - SEE DETAIL 1-5/C-8051.10.ADA AISLE - SEE DETAIL 1-3, 5/C-8051.11.PROPERTY BOUNDARY1.12.BUILDING SETBACK LINE1.13.PARKING SETBACK LINE1.14.PUBLIC ROAD TYPICAL SECTION - SEE DETAIL 1/C-8061.15.PRIVATE ROAD TYPICAL SECTION - SEE DETAIL 3/C-8061.16.3' CURB TRANSITION - FULL HEIGHT TO ZERO HEIGHT1.17.2' GRAVEL PAVEMENT EDGE - SEE DETAIL 9/C-8041.18.10" THICKENED CONCRETE SLAB - SEE DETAIL 3/C-8041.19.INSTALL RIP RAP AS CALLED OUT ON THE GRADING PLANS1.20.DRAINAGE AND UTILITY EASEMENT1.21.100' GAS EASEMENT1.22.26' MAINTENANCE AND DANGER TREE EASEMENT1.23.20' TEMPORARY CUL-DE-SAC EASEMENT2.DESIGNED BY OTHERS - SEE NOTE 3 THIS SHEET2.1.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.2.RETAINING WALL - SEE STRUCTURAL AND ARCHITECTURALPLANS2.3.LIGHT POLES BY OTHERS - SEE MEP PLAN2.4.LOADING DOCKS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.5.PUBLIC SANITARY, WATERMAIN, DRAINAGE AND UTILITYEASEMENT2.6.DOOR LOCATION WITH STOOP - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.7.STAIRS - SEE STRUCTURAL AND ARCHITECTURAL PLANS2.8.FENCE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.9.GATE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.10.MONUMENT SIGN - SEE STRUCTURE AND ARCHITECTURALPLANS2.11.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.12.TRASH COMPACTOR WITH CONCRETE PAD - SEE STRUCTURALAND ARCHITECTURAL PLANS. PAD DESIGN BY OTHERS
ST-14XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX12'55'
75'30'30'1.31.31.51.71.72.42.42.42.42.62.82.82.82.62.62.62.62.72.72.74816.3'12'
60'2.92.32.32.32.32.32.32.7R10'1.181.1830'30'2.810'33'
10'33'1.2010'1.121.1315'25'6'DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:13:46 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-105ENLARGED WAREHOUSESITE PLAN (SE)#1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGNED BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTESSEE SHEET C-103SEE SHEET C-104SEE SHEET C-1061.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-8041.3.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 8/C-8041.4.CONCRETE SIDEWALK - SEE DETAIL 2/C-8041.5.B618 CURB AND GUTTER TIP IN (TYP) - SEE DETAIL 4/C-8041.6.B618 CURB AND GUTTER TIP OUT - SEE DETAIL 5/C-8041.7.CONCRETE PAVEMENT - SEE DETAIL 3/C-8041.8.ADA ACCESSIBLE PARKING STALL - SEE DETAIL 1-5/C-8051.9.ADA ACCESSIBLE VAN PARKING STALL - SEE DETAIL 1-5/C-8051.10.ADA AISLE - SEE DETAIL 1-3, 5/C-8051.11.PROPERTY BOUNDARY1.12.BUILDING SETBACK LINE1.13.PARKING SETBACK LINE1.14.PUBLIC ROAD TYPICAL SECTION - SEE DETAIL 1/C-8061.15.PRIVATE ROAD TYPICAL SECTION - SEE DETAIL 3/C-8061.16.3' CURB TRANSITION - FULL HEIGHT TO ZERO HEIGHT1.17.2' GRAVEL PAVEMENT EDGE - SEE DETAIL 9/C-8041.18.10" THICKENED CONCRETE SLAB - SEE DETAIL 3/C-8041.19.INSTALL RIP RAP AS CALLED OUT ON THE GRADING PLANS1.20.DRAINAGE AND UTILITY EASEMENT1.21.100' GAS EASEMENT1.22.26' MAINTENANCE AND DANGER TREE EASEMENT1.23.20' TEMPORARY CUL-DE-SAC EASEMENT2.DESIGNED BY OTHERS - SEE NOTE 3 THIS SHEET2.1.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.2.RETAINING WALL - SEE STRUCTURAL AND ARCHITECTURALPLANS2.3.LIGHT POLES BY OTHERS - SEE MEP PLAN2.4.LOADING DOCKS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.5.PUBLIC SANITARY, WATERMAIN, DRAINAGE AND UTILITYEASEMENT2.6.DOOR LOCATION WITH STOOP - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.7.STAIRS - SEE STRUCTURAL AND ARCHITECTURAL PLANS2.8.FENCE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.9.GATE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.10.MONUMENT SIGN - SEE STRUCTURE AND ARCHITECTURALPLANS2.11.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.12.TRASH COMPACTOR WITH CONCRETE PAD - SEE STRUCTURALAND ARCHITECTURAL PLANS. PAD DESIGN BY OTHERS
ST-10X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X WAREHOUSE PRIVATE ROADMECHROOM12'55'
30'
60'
75'1.31.31.51.51.51.71.71.121.131.131.122.42.42.42.62.82.82.62.62.62.72.72.7280.7'112.8'
12'1.72.32.32.32.3R30'R30'4+005+006+007+008+00
1.18R10'R10'30'
30'
10'32'
10'33'2.122.1130'
10'10'1.201.211.2027'7'15'1.11DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:13:51 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-104ENLARGED WAREHOUSESITE PLAN (SW)#1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGNED BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGSNOTESKEYNOTESSEE SHEET C-102SEE SHEET C-109SEE SHEET C-1051.STANTEC DESIGN ITEM1.1.MATCH EXISTING1.2.STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-8041.3.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 8/C-8041.4.CONCRETE SIDEWALK - SEE DETAIL 2/C-8041.5.B618 CURB AND GUTTER TIP IN (TYP) - SEE DETAIL 4/C-8041.6.B618 CURB AND GUTTER TIP OUT - SEE DETAIL 5/C-8041.7.CONCRETE PAVEMENT - SEE DETAIL 3/C-8041.8.ADA ACCESSIBLE PARKING STALL - SEE DETAIL 1-5/C-8051.9.ADA ACCESSIBLE VAN PARKING STALL - SEE DETAIL 1-5/C-8051.10.ADA AISLE - SEE DETAIL 1-3, 5/C-8051.11.PROPERTY BOUNDARY1.12.BUILDING SETBACK LINE1.13.PARKING SETBACK LINE1.14.PUBLIC ROAD TYPICAL SECTION - SEE DETAIL 1/C-8061.15.PRIVATE ROAD TYPICAL SECTION - SEE DETAIL 3/C-8061.16.3' CURB TRANSITION - FULL HEIGHT TO ZERO HEIGHT1.17.2' GRAVEL PAVEMENT EDGE - SEE DETAIL 9/C-8041.18.10" THICKENED CONCRETE SLAB - SEE DETAIL 3/C-8041.19.INSTALL RIP RAP AS CALLED OUT ON THE GRADING PLANS1.20.DRAINAGE AND UTILITY EASEMENT1.21.100' GAS EASEMENT1.22.26' MAINTENANCE AND DANGER TREE EASEMENT1.23.20' TEMPORARY CUL-DE-SAC EASEMENT2.DESIGNED BY OTHERS - SEE NOTE 3 THIS SHEET2.1.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.2.RETAINING WALL - SEE STRUCTURAL AND ARCHITECTURALPLANS2.3.LIGHT POLES BY OTHERS - SEE MEP PLAN2.4.LOADING DOCKS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.5.PUBLIC SANITARY, WATERMAIN, DRAINAGE AND UTILITYEASEMENT2.6.DOOR LOCATION WITH STOOP - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.7.STAIRS - SEE STRUCTURAL AND ARCHITECTURAL PLANS2.8.FENCE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.9.GATE BY OTHERS - SEE STRUCTURAL AND ARCHITECTURALPLANS2.10.MONUMENT SIGN - SEE STRUCTURE AND ARCHITECTURALPLANS2.11.TRANSFORMER WITH CONCRETE PAD - SEE STRUCTURAL ANDARCHITECTURAL PLANS2.12.TRASH COMPACTOR WITH CONCRETE PAD - SEE STRUCTURALAND ARCHITECTURAL PLANS. PAD DESIGN BY OTHERS
(C.S.A.H. NO. 70)215TH STREET WEST217TH STREET WESTJACQUARDAVENUEJACQUARD
AVENUE JACQUARD AVENUE69'►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►
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►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIII I I
I IIIIISWALE BTM ELEV = 1025.3610-YR HWL ELEV= 1027.26100-YR HWL ELEV= 1029.0EOF = 1029.5PROPOSED BUILDING31,360 SQ FTFFE=1032PROPOSED BUILDING
9,408 SQ FT
FFE=1032 ST-1ST-2ST-4ST-3ST-5ST-7ST-6ST-8ST-11ST-15ST-9ST-12ST-10ST-19ST-17ST-16ST-26ST-25ST-18ST-13ST-14X X XXXXXXXXXXXX►►IIIIIIIII I
IIIIIIIIIII I
IIIIIIIIII I I I I I IIIIIII I IIIIIII
IIIIIIIII
II I I I I I
FUTURE BUILDINGEAST OUTLOT126,000 SQ FTFFE=1035.5LFE=1031.5FUTURE BUILDINGNORTH OUTLOT157,500 SQ FTFFE=1034LFE=1030PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X X XX X X X X X
XXXXXXXXXXXXX OFFICE217TH STREET W.WAREHOUSE PRIVATE ROADOFFICEOFFICEOFFICEMECHROOMXX10101010101010101010
10101010101010101010101010151015
101
5 101510151015101510151
0
2
0 102010251025
1
0
2
5 10251030 103010351035104010401040 104010451045104510451045104510501050
1050105010551055
10551055
1060
10601060106010051005
1005 1005
10101010
1010
1010 1010
1010
1015 1015101510151020102010201025103010301030103510351035
1040104010401045104510451050
1050 10501055105510551055 10551060
1060106010601060 1060106010101010
1015 10151020 1020
1020 10201025
10251025 102510301030 1035103510351035 1035 1035 1035
1035 1040104010401040104010401040
104010401040104510451045104510451045
104510451050 1050 1050
105010501050105510551055 105510551060
100
5 100510051005100510051005 100510051005 10101010101010
1
5 101510151015 10151015102
0
1020 10201020102010201020
102510251025
1025 10251025
10301030103010
3
010351035104010401045
1
0
3
5
1005101013'FES 11618" INV=1009.01FES 11718" INV=1005.00FES 11448" INV=1003.00FES 11548" INV=1000.62FES (5626)30" INV=1011.50FES (5628)44" INV=1011.00FES (5631)36" INV=1007.50FES (5697)30" INV=1007.50SEE SHEET C-307SEE SHEET C-309SEE SHEET C-302SEE SHEET C-303SEE SHEET C-304SEE SHEET C-305SEE SHEET C-306SEE SHEET C-308SEE SHEET C-3095280-ARIM=1007.2615" INV OUT=1004.32 (E)101110091007DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:16:35 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 100 ft.100200100C-301OVERALL GRADING PLAN1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL PROVIDE RETAINING WALL DESIGN ANDSUBMIT PROFESSIONAL ENGINEER'S STAMPED DESIGNCALCULATIONS AND PRODUCT SPECIFICATION TO ENGINEERFOR REVIEW RETAINING WALL DESIGNER IS RESPONSIBLE FORALL ASSOCIATED DRAINTILE, WEEPHOLES, ADJACENTDRAINAGE, ACCOMMODATION OF FENCING/RAILING AT TOP OFWALL, AND OTHER ASSOCIATED FEATURES. SUBCUT TO DEPTHAS REQUIRED AND REPLACE WITH SUITABLE COMPACTEDSTRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARINGCAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITEGEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL IS TO BECOMPACTED TO DENSITY RECOMMENDED BY SITEGEOTECHNICAL ENGINEER.4.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WITTING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTES
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►►IIIIIIIIIIIST-8ST-9►►►►►►►►►►►►►►►►►►PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X X X X X X X X X X X X X X X XOFFICE XOFFICE105010551060 105110521053105410561057105810591061106210631064
1030
1035
1040
1045
1050
1037103810391.8%
1.8%
1.8%
3.6%
3.4%9+0010+0011+0012+0013+00104110411042
1042104210420+001+002+003+004+00 1.5%
1.5%
2.
4
%
2.8%
2
.
1%5.4%3.0%2.8%2.0%2.0%1.9
%
2.1%
2.1%
2.1%
4:1
1.0%1.0%12:1
8:11.9%5.0%3.1%
3.1%3:1104510451045105010501050105510551055106010601060 104210431044104610461046104710471047104810481048104910491049105110511051105210521052105310531053105410541054105610561056105710571057105810581058105910591059106110611062106310641050105010551055
1.5%5.0%FG:1043.50FG:1043.50FL:1043.35FG:1043.92FL:1043.85FG:1043.50FL:1043.85FG:1044.00FG:1043.50FG:1043.05FL:1043.85FG:1043.93FG:1043.45FL:1043.85FG:1043.93FG:1043.93TC:1043.85FG:1043.92FG:1043.92FG:1043.85FG:1043.85FG:1044.00FL:1043.56FL:1043.2127' CURB TAPERDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:16:42 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-302NW WAREHOUSEGRADING PLANSEE SHEET C-303SEE SHEET C-309SEE SHEET C-304SEE SHEET C-3091.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL PROVIDE RETAINING WALL DESIGN ANDSUBMIT PROFESSIONAL ENGINEER'S STAMPED DESIGNCALCULATIONS AND PRODUCT SPECIFICATION TO ENGINEERFOR REVIEW RETAINING WALL DESIGNER IS RESPONSIBLE FORALL ASSOCIATED DRAINTILE, WEEPHOLES, ADJACENTDRAINAGE, ACCOMMODATION OF FENCING/RAILING AT TOP OFWALL, AND OTHER ASSOCIATED FEATURES. SUBCUT TO DEPTHAS REQUIRED AND REPLACE WITH SUITABLE COMPACTEDSTRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARINGCAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITEGEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL IS TO BECOMPACTED TO DENSITY RECOMMENDED BY SITEGEOTECHNICAL ENGINEER.4.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WITTING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTES
►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIII I I I
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I I I IIIIIIIIIIII ST-11ST-12ST-13I I I III
II I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I IPROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040STORMWATER SWALE (7P)BTM ELEV = 1031.010-YR HWL = 1033.62100-YR ELEV = 1034.99EOF=1035.2217TH STREET W.OFFICEOFFICESTORMWATER SWALE (6P)BTM ELEV = 1023.010-YR HWL = 1027.38100-YR ELEV = 1029.48EOF=1029.7►►►►►►►►102010251030
1
0
3
51036
5+006+007+008+009+00104110421042103510401040104
0 1036103710381039104110
4
1
1
0
3
013'1030103510401.9%1.3%2
.
8%
1.9%
4.6%
2.1%2.4%3
.9%5.1%1.8%1.5%4:1
4
:
1
4:14
:
1
3:14
:
1
4
:
1
3:1 1.0%1.0%1.0%8:1
6:1
4:1
4.9%
5.4
%5.1%
4.6%
5.0%
2.3%3.1%1.5%2.1%5:11035
1035
1033 1033
1034 1034
1036
1036
1037
1038
1039 1039FG:1029.70EOF:1035.171.5%
1.5%
4
:
1
4:1
4:1EOF:1029.701.8%EOF:1029.701025102510301030103510231023102410241026102610271027102810281029102910311032103310341036103710381039DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:16:47 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-303NE WAREHOUSEGRADING PLANSEE SHEET C-306SEE SHEET C-309SEE SHEET C-305SEE SHEET C-3021.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL PROVIDE RETAINING WALL DESIGN ANDSUBMIT PROFESSIONAL ENGINEER'S STAMPED DESIGNCALCULATIONS AND PRODUCT SPECIFICATION TO ENGINEERFOR REVIEW RETAINING WALL DESIGNER IS RESPONSIBLE FORALL ASSOCIATED DRAINTILE, WEEPHOLES, ADJACENTDRAINAGE, ACCOMMODATION OF FENCING/RAILING AT TOP OFWALL, AND OTHER ASSOCIATED FEATURES. SUBCUT TO DEPTHAS REQUIRED AND REPLACE WITH SUITABLE COMPACTEDSTRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARINGCAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITEGEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL IS TO BECOMPACTED TO DENSITY RECOMMENDED BY SITEGEOTECHNICAL ENGINEER.4.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WITTING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTESINSTALL RIP RAP CLASS IIIBETWEEN 1031.0 AND 1032.0INSTALL RIP RAP CLASS IIIBETWEEN 1023.0 AND 1026.0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►
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►►IIIIIII I I I I I I I I I I I I I I I I IST-14I I I I I I I I I I I I
I III I I I I I I I I I I I I
IIIIIIXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX104
0103910391039103910401039104110421043
1035
1040
10311031
1032
1033
1034
1036
1037
1038
1039
1041 2.0%2.3%
1.7%
1.7%2.2%0.4%4:14:1 4:14:1
4:1
4:110451050105010551055106010601041104210431044104610471048104810491049105110511052105210531053105410541056105610571057105810581059105910611061106210621035
1035
1033
1034
1036
1036
1037
1037
1038 1038
1.8%1.
6
%DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:16:52 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-304SE WAREHOUSEGRADING PLANSEE SHEET C-306SEE SHEET C-303SEE SHEET C-3041.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL PROVIDE RETAINING WALL DESIGN ANDSUBMIT PROFESSIONAL ENGINEER'S STAMPED DESIGNCALCULATIONS AND PRODUCT SPECIFICATION TO ENGINEERFOR REVIEW RETAINING WALL DESIGNER IS RESPONSIBLE FORALL ASSOCIATED DRAINTILE, WEEPHOLES, ADJACENTDRAINAGE, ACCOMMODATION OF FENCING/RAILING AT TOP OFWALL, AND OTHER ASSOCIATED FEATURES. SUBCUT TO DEPTHAS REQUIRED AND REPLACE WITH SUITABLE COMPACTEDSTRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARINGCAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITEGEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL IS TO BECOMPACTED TO DENSITY RECOMMENDED BY SITEGEOTECHNICAL ENGINEER.4.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WITTING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTES
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►ST-10I II I
X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX X WAREHOUSE PRIVATE ROADMECHROOM1040104010401040 1045104510451050105510601039104110411042104210431043104410441044104610471048104910511052105310541056105710581059106110621063106410401039103
9 104110421043104110421043 4+005+006+007+008+00 4.0%6.6%2.0%1.7%
4:1
4:1
6.6%
1.7%
1.9%
2.0%104510451050
10501055 1060 1060
1042104210431043104410441046
104610461047
1047104710471048
1048104810491049 1051
10511052
105210531053
10541054 1056 1057 10571058105810591059106110611062106210631063106410501055105510605.3%DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:16:57 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020C-305SW WAREHOUSEGRADING PLANSEE SHEET C-305SEE SHEET C-302SEE SHEET C-3091.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.3.CONTRACTOR SHALL PROVIDE RETAINING WALL DESIGN ANDSUBMIT PROFESSIONAL ENGINEER'S STAMPED DESIGNCALCULATIONS AND PRODUCT SPECIFICATION TO ENGINEERFOR REVIEW RETAINING WALL DESIGNER IS RESPONSIBLE FORALL ASSOCIATED DRAINTILE, WEEPHOLES, ADJACENTDRAINAGE, ACCOMMODATION OF FENCING/RAILING AT TOP OFWALL, AND OTHER ASSOCIATED FEATURES. SUBCUT TO DEPTHAS REQUIRED AND REPLACE WITH SUITABLE COMPACTEDSTRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARINGCAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITEGEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL IS TO BECOMPACTED TO DENSITY RECOMMENDED BY SITEGEOTECHNICAL ENGINEER.4.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WITTING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.NOTES
215TH STREET WEST217TH STREET WESTJACQUARDAVENUEFES (5626)30" INV = 1011.50FES-11618" INV=1009.01FES-11448" INV=1003.00CB 5280-A15" INV OUT=1004.32 (E)CB 5280-B15" INV IN=1003.66 (W)15" INV OUT=1003.66 (S)FES-11718" INV=1005.00FES-11548" INV=1000.62FES 5280-C15" INV=1003.00JACQUARD AVENUE128 LF OF 48" RCP @ 1.86%FUTURE BUILDINGEAST OUTLOT126,000 SQ FTFFE=1035.5LFE=1031.5FUTURE BUILDINGNORTH OUTLOT157,500 SQ FTFFE=1034LFE=1030PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X XX X X X X X X X
XXXXXXXXXXXXXXOFFICESTORMWATER INFILTRATION BASINBTM ELEV = 1005.0OUTLET ELEV = 1006.3110-YR ELEV = 1007.1100-YR ELEV = 1008.0OVERFLOW = 1006.91TOP BERM ELEV = 1008.0STORMWATER SWALE (8P)BTM ELEV = 1021.010-YR ELEV = 1022.58100-YR ELEV = 1023.76EOF=1028.5STORMWATER SWALE (7P)BTM ELEV = 1031.010-YR HWL = 1033.62100-YR ELEV = 1034.99EOF=1035.2217TH STREET W.WAREHOUSE PRIVATE ROADOFFICEOFFICEOFFICEMECHROOMXXXSTORMWATER SWALE (5P)BTM ELEV = 1008.010-YR HWL =1010.39100-YR ELEV = 1011.33EOF=1012.0TOP OF BERM=1013STORMWATER SWALE (3P)BTM ELEV = 1003.010-YR HWL =1004.4100-YR ELEV = 1006.9EOF=1007.5STORMWATER SWALE (4P)BTM ELEV = 1009.010-YR HWL =1010.1100-YR ELEV = 1011.1EOF=1014.0STORMWATER SWALE (6P)BTM ELEV = 1023.010-YR HWL = 1027.38100-YR ELEV = 1029.48EOF=1029.7PRE-TREATMENT FOREBAYBTM ELEV = 1003.010-YR ELEV = 1007.1100-YR ELEV = 1008.0TOP WEEPER = 1008.0101010101010101010101010
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►►DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:DWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:19:01 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 80 ft.8016080C-401OVERALL UTILITY PLAN1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS,STUBS, AND BUILDING SYSTEM PRIOR TO CONSTRUCTION.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONSNOTES
PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X X X X X X X X X X X X X X X X X X
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II8" 45° BEND8" 45° BEND12"X6" TEE6" GV6" HYDRANT6" HYDRANT6" GV12"X12" TEE12"X6" TEE12"X6" REDUCERSTA=12+62.666" HYDRANTSTA=12+70.8012" GV6" PVC6" PVC6" PVC12"X8" REDUCER12"X6" REDUCER12"X12" CROSS12" PVC6" PVC8" PVC WATER SERVICE SEE PLUMBIMGPLANS FOR CONTINUATION. VERIFY SIZE,INVERT AND LOCATION6" PVCI6" PVC12" GV12"X12" TEE12" GV12"X6" TEE6" HYDRANT6" GV6" PVCDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:DWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:19:06 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 40 ft.408040SEE SHEET C-404SEE SHEET C-403C-402ENLARGED WAREHOUSEUTILITY PLAN1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS,STUBS, AND BUILDING SYSTEM PRIOR TO CONSTRUCTION.3.WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITHTHE MOST CURRENT EDITION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONSNOTES
►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I IIIIIIIIIIIIII I
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►►(C.S.A.H. NO. 70)215TH STREET WEST217TH STREET WESTJACQUARDAVENUEJACQUARD
JACQUARD AVENUEFUTURE BUILDINGEAST OUTLOT126,000 SQ FTFFE=1035.5LFE=1031.5FUTURE BUILDINGNORTH OUTLOT157,500 SQ FTFFE=1034LFE=1030PROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040X X XX X X X X XXXXXXXXXXXXXX OFFICESTORMWATER INFILTRATION BASINBTM ELEV = 1005.0OUTLET ELEV = 1006.3110-YR ELEV = 1007.1100-YR ELEV = 1008.0OVERFLOW = 1006.91TOP BERM ELEV = 1008.0STORMWATER SWALE (8P)BTM ELEV = 1021.010-YR ELEV = 1022.58100-YR ELEV = 1023.76EOF=1028.5STORMWATER SWALE (7P)BTM ELEV = 1031.010-YR HWL = 1033.62100-YR ELEV = 1034.99EOF=1035.2217TH STREET W.WAREHOUSE PRIVATE ROADOFFICEOFFICEOFFICEMECHROOMXXSTORMWATER SWALE (5P)BTM ELEV = 1008.010-YR HWL =1010.39100-YR ELEV = 1011.33EOF=1012.0TOP OF BERM=1013STORMWATER SWALE (3P)BTM ELEV = 1003.010-YR HWL =1004.4100-YR ELEV = 1006.9EOF=1007.5STORMWATER SWALE (4P)BTM ELEV = 1009.010-YR HWL =1010.1100-YR ELEV = 1011.1EOF=1014.0STORMWATER SWALE (6P)BTM ELEV = 1023.010-YR HWL = 1027.38100-YR ELEV = 1029.48EOF=1029.7PRE-TREATMENT FOREBAYBTM ELEV = 1003.010-YR ELEV = 1007.1100-YR ELEV = 1008.0TOP WEEPER = 1008.0SEE SHEET L-1071" = 40'SEE SHEET L-1081" = 30'SEE SHEET L-1021" = 20'SEE SHEET L-1031" = 20'SEE SHEET L-1061" = 40'SEE SHEET L-1041" = 20'SEE SHEET L-1051" = 20'(2) MP(1) MP(3) MP(3) MP(1) AG(1) AG(1) AG(1) AG(1) AG(2) LL(3) LL(2) LL(2) LL(3) LL(3) LL(3) LL(2) LL(1) BN(1) BN(1) BN(2) CO(2) BN(2) CO(1) QB(3) CO(1) BN(2) CO(2) BN(2) BN(1) PS(3) PS(2) PS(1) PS(1) PS(2) PS(1) PS(1) PS(2) PG(1) PG(1) PG(1) PG(1) PG(2) PG(1) PG(1) PG(1) PG(1) PG(2) PT(1) PT(2) PT(2) PT(2) AR(2) QB(1) AR(2) QB(2) AR(1) AR(1) AR(1) AR(1) AR(2) AR(1) QB(3) QR(1) QR(1) QR(3) QR(1) QR(3) QR(5) SR(2) GB(1) GBFUTURE LANDSCAPEPLANTING BEDFUTURE LANDSCAPEPLANTING BEDFUTURE LANDSCAPEPLANTING BEDFUTURE LANDSCAPE PLANTING BEDFUTURE LANDSCAPEPLANTING BED(1) AG(1) AG(1) AG(2) LL(2) BN(2) BN(3) PS(2) PS(2) PS(1) PG(1) PG(1) PG(1) PG(1) PG(1) PG(1) PG(1) PT(1) PT(1) PG(1) AR(2) AR(1) AR(1) AR(1) QR(1) QR(1) QR(1) QR(1) QR(2) GB(4) HA(5) TM(4) HA(1) HA(5) TM(6) HA(6) TM(4) HA(4) TM(2) HA(5) TM(6) HA(5) TM(4) HA(5) TM(4) HA(6) TM(4) HA(2) TM(5) TM(4) HA(5) TM(4) HA(5) TM(1) AR(1) AR(3) GB(2) GB(1) PS(4) HA(4) HA(4) HA(5) TM(5) TM(4) AG(1) CO(1) CO(1) QB(97) AM(97) DL(2) TMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:22:48 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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08/03/2021
2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 100 ft.100200100LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREECONIFEROUS TREEORNAMENTALTREESHRUB/PERENNIAL PLANTMNDOT SEED MIX 33-261;STORMWATER SOUTHWEST MIXMNDOT SEED MIX 25-131;LOW MAINTENANCE TURF MIXMNDOT SEED MIX 32-241;NATIVE CONSTRUCTION MIXPLANTING BEDS WITH DOUBLESHREDDED HARDWOOD MULCHL-101OVERALL LANDSCAPE PLAN1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.NO MINIMUM REQUIRED LANDSCAPE PER CITY CODE.NOTESDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:N
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DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:22:57 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020L-102ENLARGED WAREHOUSELANDSCAPE PLAN (NW)LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREECONIFEROUS TREEORNAMENTALTREESHRUB/PERENNIAL PLANTMNDOT SEED MIX 33-261;STORMWATER SOUTHWEST MIXMNDOT SEED MIX 25-131;LOW MAINTENANCE TURF MIXMNDOT SEED MIX 32-241;NATIVE CONSTRUCTION MIXPLANTING BED WITH DOUBLESHREDDED HARDWOOD MULCH1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.NO MINIMUM REQUIRED LANDSCAPE PER CITY CODE.NOTESSEE SHEET L-103SEE SHEET L-107SEE SHEET L-105DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:N
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I I I I I I I I I I I I I I I I I I I I IPROPOSED WAREHOUSE BUILDING168,000 SQ FTFFE=1044LFE=1040STORMWATER SWALE (7P)BTM ELEV = 1031.010-YR HWL = 1033.62100-YR ELEV = 1034.99EOF=1035.2217TH STREET W.OFFICEOFFICESTORMWATER SWALE (6P)BTM ELEV = 1023.010-YR HWL = 1027.38100-YR ELEV = 1029.48EOF=1029.7(1) QB(3) CO(1) QB(3) QR(1) AG(1) AG(1) PG(1) PT(2) GB(5) TM(6) HA(5) TM(4) HA(5) TM(4) HA(6) TM(4) HA(2) TM(5) TM(4) HA(5) TM(4) HA(2) GB(4) HA(4) HA(4) HA(5) TM(5) TM(2) TMDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:23:02 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020L-103ENLARGED WAREHOUSELANDSCAPE PLAN (NE)LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREECONIFEROUS TREEORNAMENTALTREESHRUB/PERENNIAL PLANTMNDOT SEED MIX 33-261;STORMWATER SOUTHWEST MIXMNDOT SEED MIX 25-131;LOW MAINTENANCE TURF MIXMNDOT SEED MIX 32-241;NATIVE CONSTRUCTION MIXPLANTING BED WITH DOUBLESHREDDED HARDWOOD MULCH1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.NO MINIMUM REQUIRED LANDSCAPE PER CITY CODE.NOTESSEE SHEET L-106SEE SHEET L-107SEE SHEET L-104SEE SHEET L-102
DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:N
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IIIIIIXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX(1) PS(2) PG(2) PT(3) PS(2) PS(1) PG(1) PG(1) PG(1) AR(1) QR(1) AR(1) PS1040104010451045105010551060DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:23:06 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020L-104ENLARGED WAREHOUSELANDSCAPE PLAN (SE)LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREECONIFEROUS TREEORNAMENTALTREESHRUB/PERENNIAL PLANTMNDOT SEED MIX 33-261;STORMWATER SOUTHWEST MIXMNDOT SEED MIX 25-131;LOW MAINTENANCE TURF MIXMNDOT SEED MIX 32-241;NATIVE CONSTRUCTION MIXPLANTING BED WITH DOUBLESHREDDED HARDWOOD MULCH1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.NO MINIMUM REQUIRED LANDSCAPE PER CITY CODE.NOTESSEE SHEET L-106SEE SHEET L-103SEE SHEET L-105
DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:N
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X WAREHOUSE PRIVATE ROADMECHROOM(2) PS(2) PS(1) PG(1) PG(1) PG(1) PT(1) PG(1) AR(1) AR(1) QR(1) QR(1) AR10451045 10551044104610461054 1056 1057
10401045DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:2277-04211U:\227704211\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN 04211.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:2/11/2022 12:23:12 PM
CLIENT:SCANNELLPROPERTIESRYAN PROPERTY
DEVELOPMENT - NORTH
ADDITION
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
PROJECT TITLE:CHK'D BY:PWSAPP'D BY:JTWCERTIFICATION:MDH7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM294 GROVE LANE EASTSUITE 140WAYZATA, MN 55391PHONE: 763-331-885402/10/202231CITY SUBMITTAL
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2CITY COMMENT REVISIONS12/09/2021
3CITY COMMENT REVISIONS02/10/2022 ( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020L-105ENLARGED WAREHOUSELANDSCAPE PLAN (SW)LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDDECIDUOUS TREECONIFEROUS TREEORNAMENTALTREESHRUB/PERENNIAL PLANTMNDOT SEED MIX 33-261;STORMWATER SOUTHWEST MIXMNDOT SEED MIX 25-131;LOW MAINTENANCE TURF MIXMNDOT SEED MIX 32-241;NATIVE CONSTRUCTION MIXPLANTING BED WITH DOUBLESHREDDED HARDWOOD MULCH1.SEE SHEET G-003 FOR ADDITIONAL PROJECT NOTES.2.NO MINIMUM REQUIRED LANDSCAPE PER CITY CODE.NOTESSEE SHEET L-104SEE SHEET L-102DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:N
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A B C D E F G H I J K L M
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60' - 0" 55' - 0" 55' - 0" 55' - 0" 55' - 0"280' - 0"50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0"
600' - 0"
A300
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A300 2
WAREHOUSE
5
A3011
A301 2
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3
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4
A302
1
A302
2
168,000 SF
N
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC:\Revit Projects\MagnumTrucking_21086_Warehouse_alt_aautreyFWDHJ.rvtA201
OVERALL FLOOR
PLAN
S. PAETZEL
A. AUTREY
12/09/2021
21086
K:\Jobs\Scannell\MagnumTrucking_21086
CITY SUBMITTAL
168,000 SF WAREHOUSE
NEW CONSTRUCTION
-
217TH ST W
LAKEVILLE, MN 55044
3/64" = 1'-0"A201
1 1ST LEVEL - FLOOR PLAN
NO. DESCRIPTION DATE
GROUND FLOOR
100' - 0"
T.O. PRECAST
136' - 4"
ABCDEFGHIJKLM
T.O. HIGH PRECAST
138' - 0"
PC-1
GROUND FLOOR
100' - 0"
T.O. PRECAST
136' - 4"
A B C D E F G H I J K L M
DOCK LEVEL
96' - 0"
T.O. HIGH PRECAST
138' - 0"
PC-1 PC-1
GROUND FLOOR
100' - 0"
T.O. PRECAST
136' - 4"
6 5 4 3 2 1
T.O. HIGH PRECAST
138' - 0"
PC-1
GROUND FLOOR
100' - 0"
T.O. PRECAST
136' - 4"
654321
T.O. HIGH PRECAST
138' - 0"
PC-1
EXTERIOR MATERIALS LEGEND
PC-1 PRECAST PANEL-1: STEEL FORM FINISH PRECAST CONCRETE WALL PANEL WITH
REVEALS
COLOR: PAINTED- T.B.D.
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC:\Revit Projects\MagnumTrucking_21086_Warehouse_alt_aautreyFWDHJ.rvtA300
OVERALL EXTERIOR
ELEVATIONS
S. PAETZEL
A. AUTREY
12/09/2021
21086
K:\Jobs\Scannell\MagnumTrucking_21086
CITY SUBMITTAL
168,000 SF WAREHOUSE
NEW CONSTRUCTION
-
217TH ST W
LAKEVILLE, MN 55044
1" = 20'-0"A300
3 OVERALL NORTH ELEVATION
1" = 20'-0"A300
4 OVERALL SOUTH ELEVATION
1" = 20'-0"A300
1 OVERALL EAST ELEVATION
1" = 20'-0"A300
2 OVERALL WEST ELEVATION
NO. DESCRIPTION DATE
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC:\Revit Projects\MagnumTrucking_21086_Warehouse_alt_aautreyFWDHJ.rvtP100
EXTERIOR RENDER
S. PAETZEL
A. AUTREY
12/09/2021
21086
K:\Jobs\Scannell\MagnumTrucking_21086
CITY SUBMITTAL
168,000 SF WAREHOUSE
NEW CONSTRUCTION
-
217TH ST W
LAKEVILLE, MN 55044
NO. DESCRIPTION DATE
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
1000 Twelve Oaks Center
Dr.
Suite 200
Wayzata MN 55391
Tel 952-426-7400
Fax 952-426-7440
DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC:\Revit Projects\MagnumTrucking_21086_Warehouse_alt_aautreyFWDHJ.rvtP101
EXTERIOR RENDER
S. PAETZEL
A. AUTREY
12/09/2021
21086
K:\Jobs\Scannell\MagnumTrucking_21086
CITY SUBMITTAL
168,000 SF WAREHOUSE
NEW CONSTRUCTION
-
217TH ST W
LAKEVILLE, MN 55044
NO. DESCRIPTION DATE
Submitted by Pulse Products
Job Name:
MAGNUM TRUCKING
Specifier: Wenck (GOLDEN VALLEY)
Catalog Number:
ECF-S-64L-900-NW-G2-AR-5W-UNV-
BZ
Notes: 30FT POLE 3FT BASE
Type:
AA
PULSE21-79754
ECF-S_EcoForm_area_small 06/20 page 1 of 8
Project:
Location:
Cat.No:
Type:
Lamps: Qty:
Notes:
Gardco EcoForm Gen-2 combines economy with performance in an LED area
luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low
profile LED luminaire, EcoForm offers a new level of customer value. EcoForm
features an innovative retrofit arm kit, simplifying site conversions to LED by
eliminating the need to drill additional holes in most existing poles. Integral
control systems available for further energy savings. Includes Service Tag, our
innovative way to provide assistance throughout the life of the product.
Ordering guide
Prefix
ECF-S
Number
of LEDs
Drive
Current
LED Color -
Generation Mounting Distribution Voltage
Options
FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire
ECF-S
EcoForm
site and
area,
small
32L
32 LEDs
(2 modules)
48L
48 LEDs
(3 modules)
64L
64 LEDs
(4 modules)
365
365 mA
530
530 mA
700
700 mA
1A
1050 mA
1.2A
1200 mA
900
900 mA
1A
1050 mA
1.2A
1200 mA
900
900 mA
1A
1050 mA
WW-G2
Warm White
3000K, 70 CRI
Generation 2
NW-G2
Neutral White
4000K, 70 CRI
Generation 2
CW-G2
Cool White
5000K, 70 CRI
Generation 2
AR
Arm Mount
(standard) 2
The
following
mounting
kits must
be ordered
separately
(See
accessories)
SF
Slip Fitter
Mount 3
(fits to 2 3⁄8"
O.D. tenon)
WS
Wall mount
with surface
conduit
rear entry
permitted
RAM
Retrofit arm
mount kit 2
Type 2
2 Type 2
2-90 Rotated
left 90°
2-270 Rotated
right
270°
Type 3
3 Type 3
3-90 Rotated
left 90°
3-270 Rotated
right
270°
Type 4
4 Type 4
4-90 Rotated
left 90°
4-270 Rotated
right
270°
Type 5
5 Type 5
5W Type 5W
AFR
Auto Front Row
AFR-90
Auto Front Row,
Rotated left 90°
AFR-270
Auto Front Row,
Rotated right
270°
120 120V
208 208V
240 240V
277 277V
347 347V
480 480V
UNV 120-277V
(50/60Hz)
HVU 347-480V
(50/60Hz)
DD 0-10V External
dimming (by others) 4
DCC Dual Circuit Control 4,5,6
FAWS Field Adjustable
Wattage Selector 4,5
SW Interface module
for SiteWise 4,6,7
LLC Integral wireless
module 4,6,8,17
BL Bi-level
functionality1,4,17
DynaDimmer: Automatic
Profile Dimming
CS50 Safety 50%
Dimming, 7 hours 4,8
CM50 Median 50% Dimming,
8 hours 4,8
CS30 Safety 30%
Dimming, 7 hours 4,8
CM30 Median 30% Dimming,
8 hours 4,8
IMRI3
Integral with
#3 lens 15
IMRI7
Integral with
#7 lens 16
PCB
Photocontrol
Button 8,9
TLRD5
Twist Lock
Receptacle
5 Pin 10
TLRD7
Twist Lock
Receptacle
7 Pin 10
TLRPC
Twist Lock
Receptacle w/
Photocell 9,11
Fusing
F1 Single
(120, 277, 347VAC) 9
F2 Double
(208, 240, 480VAC) 9
Pole Mount Fusing
FP1 Single
(120, 277, 347VAC) 9
FP2 Double
(208, 240, 480VAC) 9
FP3 Canadian
Double Pull (208,
240, 480VAC) 9
Surge Protection
(10kA standard)
SP2 Increased 20kA
Square Pole
Adapter
included in
standard
product
TB
Terminal
Block 12
RPA
Round Pole
Adapter
(fits to 3"-
3.9" O.D.
pole) 13
HIS
Internal
Housing
Side Shield 14
Textured
BK Black
WH White
BZ Bronze
DGY Dark Gray
MGY Medium Gray
Customer
specified
RAL Specify
optional
color or RAL
(ex: RAL7024)
CC Custom color
(Must supply
color chip
for required
factory quote)
1. BL-IMRI3/7 equipped with out-boarded sensor housing when
voltage is HVU (347-480V)
2. Mounts to a 4" round pole with adapter included for square poles.
3. Limited to a maximum of 45 degrees aiming above horizontal.
4. Not available with other dimming control options.
5. Not available with motion sensor.
6. Not available with photocontrol.
7. Available only in 120 or 277V.
8. Not available in 347 or 480V
9. Must specify input voltage.
10. Dimming will not be connected to NEMA receptacle if ordering
with other control options.
11. Not available in 480V. Order photocell separately with TLRD5/7.
12. Not available with DCC.
13. Not available with SF and WS. RPAs provided with black finish
standard.
14. HIS not available with Type 5 and 5W optics.
15. Not available with DD, DCC, and FAWS dimming control options.
16. Not available with DD, DCC, FAWS and LLC dimming control
options.
17. Must specify a motion sensor lens.
Site & Area
EcoForm
ECF-S small area light
example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY
Submitted by Pulse Products
Job Name:
MAGNUM TRUCKING
Specifier: Wenck (GOLDEN VALLEY)
Catalog Number:
CREST45D-1X174-U-4K-C-Z
Notes: WALL MOUNT 28FT
Type:
EE
PULSE21-79754
POWERPACK
FULL CUTOFF WALL PACK
Lighting Products 150 Pemco Way-Wilmington, DE 19804 Phone 302.892.9000 Fax 302.892.9005 www.pemcolighting.com info@pemcolighting.com CREST45 pg1(2020)
Rev.122920Specifications subject to change without notice.
CREST 45
646,000 HoursL70
25°C
Order Information Example:CREST45D1X174U5KCZSP
CREST45 D
Model Optics Wattage Driver CCT Lens Color Options
CREST45=
PowerPack Wall Mount
D=Type IV 1X81=81w
1X112=112w
1X174=174w
U=120-277V
H=347-480V
4K=4000K
5K=5000K
C=Clear Molded
UV-Stabilized
Polycarbonate Lens
Z=Bronze
C=Custom
(Consult Factory)
SF=Single Fuse*
DF=Double Fuse*SP=Surge ProtectionR3=3-Pin Twist Lock Photocell ReceptacleR5=5-Pin Twist Lock Photocell ReceptacleR7=7-Pin ANSI C136.41—2013 Twist Lock Photocell ReceptaclePC3=Photocell, 120-277VAC
S2=Microwave Sensor with Dimming for Mounting Heights of 8' to 40'.*
S4=Microwave On/Off Motion Sensor for Mounting Heights of 8' to 19'.*BU=Battery Backup, 90 Minutes (81w and 112w only)*
*120-277V Models Only.
Specifications and Features:
Housing:
Die Cast Aluminum Housing with Full Cutoff Front Frame, Integral Heat Sinking and Driver
Compartment. UV-Stabilized Polycarbonate Vandal-Resistant Lens Area on Housing for
Use with Microwave Sensors. Twist-Lock Photocell/Smart Controls Adaptable. Nickel-Plated
Stainless Steel Hardware.
Listing & Ratings:
CSA: Listed for Wet Locations, ANSI/UL 1598, 8750; IP66 Sealed LED Compartment.
Finish:
Textured Architectural Bronze Powdercoat Finish Over a Chromate Conversion Coating.
Custom Colors Available Upon Request.
Lens:
Clear One-Piece Molded Type IV UV-Stabilized Polycarbonate Lens.
Mounting Options:
Mount Directly Over a 4˝ Recessed Outlet Box, Includes Easy-Hang “Two Hands Free”
Wall Mounting Bracket with Built-In Level. Optional Trim Plate is Available for Use in Retrofit
Applications to Cover Wall Surface Blemishes.
EasyLED LED:
Aluminum Boards
Wattage:
81w: Array: 80.8w, System: 92.8w (175w HID Equivalent)
112w: Array: 111.9w, System: 131w (250w HID Equivalent)
174w: Array: 174.1w, System: 187.5w (400w HID Equivalent)
Driver:
Electronic Driver, 120-277V, 50/60Hz or 347-480V, 50/60Hz; Less Than 20% THD and
PF>0.90. Standard Internal Surge Protection 6kV. 0-10V Dimming Standard for a Dimming
Range of 100% to 10%; Dimming Source Current is 150 Microamps.
Controls:
Fixtures Ordered with Factory-Installed Photocell or Motion Sensor Controls are Internally
Wired for Switching and/or 1-10V Dimming Within the Housing. Remote Direct Wired Interface
of 1-10V Dimming is Not Implied and May Not Be Available, Please Consult Factory. Fixtures
are Tested with LEPG Controls and May Not Function Properly With Controls Supplied By
Others. Fixtures are NOT Designed for Use with Line Voltage Dimmers.
Warranty:
5-Year Warranty for -40°C to +50°C Environment.
See Page 2 for Projected Lumen Maintenance Table.
Dimensions
Width (A)15˝ (380mm)
Length (B)12˝ (302mm)
Height 1 (C)5¾˝ (146mm)
Height 2 (D)6˝ (154mm)
D
B
A
C
Contact Factory
for DLC Part#s
Submitted by Pulse Products
Job Name:
MAGNUM TRUCKING
Specifier: Wenck (GOLDEN VALLEY)
Catalog Number:
LPW7-G3-8-BZ
Notes: WALL MOUNT 8FT
Type:
GG
PULSE21-79754
LPW7_LytePro_sconce 06/19 page 1 of 3
Project:
Location:
Cat.No:
Type:
Lamps: Qty:
Notes:
Stocked luminaires – Ordering guide
Catalog Number Description Master Pack, Qty UPC Code
LPW7-G3-8-BZ LPW7, 250mA, 4000K, 120-277V, Bronze textured paint 6 622252813858
LPW7-G3-8-DGY LPW7, 250mA, 4000K, 120-277V, Dark gray textured paint 6 622252813841
Stocked accessories - Ordering guide (Must be ordered separately)
Catalog Number Description Master Pack, Qty UPC Code
LPWCVRPLT-BZ2 LPW Universal wall cover mounting plate, Bronze textured paint (none)190096144860
Ordering guide Example: LPW7-10-NW-G3-2-120-PCB-BZ
Options
Prefix Wattage LED Color/Gen Distribution Voltage Photocontrol Finish
LPW7 10 2
LPW7 LytePro
7 LED
small wall
sconce
10 10W NW-G3 Neutral White
4000K 70 CRI
Generation 3
WW-G3 Warm White
3000K 70 CRI
Generation 3
2 Type 2 120 120V
208 208V
240 240V
277 277V
UNV 120-277V
(50/60Hz)
––– None
PCB Photocontrol
Button1
Textured
BK Black
WH White
BZ Bronze
DGY Dark Gray
MGY Medium Gray
Customer specified
RAL Specify optional color or RAL
(ex: OC-LGP or OC-RAL7024)
CC Custom color (Must supply color
chip for required factory quote)
1 Must specify voltage.
2 Other colors available upon request as made-to-order
Wall mount
LytePro
LPW7 small wall sconce
Stonco LytePro LED small wall sconce LPW7 features outstanding value in
a compact, architectural design, and combines energy savings with good
photometric performance. LPW7 is ideal for entryways, corridors, facade and
other wall/surface lighting applications.
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
March 4, 2022
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: NORTH RYAN ADDITION
The Dakota County Plat Commission met on March 2, 2022, to consider the final 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 revised plat includes an access location on western portion of the plat (Ryan Avenue), which will be
a restricted access location to CSAH 70. The right-of-way needs for a 4-lane divided roadway are 75 feet
of half right of way, which has been met on the proposed plat. Restricted access should be shown along
all of CSAH 70 except for Ryan Avenue. A quit claim deed to Dakota County for restricted access is
required with the recording of the plat mylars.
The Plat Commission has approved the preliminary and final plat, provided that the described conditions
are met, and will recommend approval to the County Board of Commissioners on March 22, 2022.
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 Gordon McConnell regarding permitting questions at (952) 891-7115 or
Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c: Pat Sveum (Stantec)
EXHIBIT L
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
NORTH RYAN ADDITION
COMPREHENSIVE PLAN AND ZONING MAP AMENDMENTS
FINDINGS OF FACT AND RECOMMENDATION
On March 17, 2022, the Lakeville Planning Commission met at its regularly scheduled meeting to
consider the applications of Scannell Properties #455, LLC for an amendment to the
Comprehensive Plan to change the land use guided by the 2040 Land Use Plan and for an
amendment to the Zoning Map to rezone property in conjunction with the North Ryan Addition
preliminary plat. The Planning Commission conducted a public hearing on the applications
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. North Ryan Addition is located in Comprehensive Planning District 6, which guides the
property for Office Park and Warehouse/Light Industrial development. Scannell Properties
#455, LLC has applied to re-guide a portion of the subject property from Office Park to
Warehouse/Light Industrial.
2. North Ryan Addition is zoned OP, Office Park District and I-1, Light Industrial District.
Scannell Properties #455, LLC has applied to rezone a portion of the subject property from
OP District to I-1 District.
3. The legal description of the property for which the Comprehensive Plan and Zoning Map
amendments is requested is identified as Lots 1 and 2, Block 1 on the North Ryan Addition
preliminary plat.
4. Chapter 11-3-3.E of the Zoning Ordinance provides that the Planning Commission consider
possible effects of the proposed amendments based upon, but not limited to, the following
factors:
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 property is located in Planning District No. 6 of the 2040 Comprehensive
Land Use Plan. The proposed Comprehensive Plan and Zoning Map amendments will
2
meet policies outlined in Planning District No. 6 and will be consistent with the 2040
Comprehensive Land Use Plan. Furthermore, Envision Lakeville establishes a set of
community values that guide development and implementation of the 2040
Comprehensive Plan, including the stability and independence provided by a strong,
diversified local economy.
b. The proposed use is or will be compatible with present and future land uses of the
area.
Finding: The proposed warehouse/office buildings on Lots 1 and 2, Block 1, North Ryan
Addition will be compatible with the existing and proposed I-1 District uses to the east
and south and the future OP District uses to the north and west.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: The development on Lots 1 and 2 must comply with Zoning Ordinance
requirements for the I-1, Light Industrial District.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The entire North Ryan Addition preliminary plat is within the current
Metropolitan Urban Service Area (MUSA). Existing sanitary sewer and water utilities are
available to serve the property with capacity to serve the planned warehouse/office
development proposed with the preliminary plat. The proposed uses will not overburden
the City’s service capacity.
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The subject site is accessed by 215th Street (CSAH 70), a principal arterial,
Jacquard Avenue, a major collector, and 217th Street, a minor collector. These streets
have adequate capacity to accommodate traffic generated by the proposed uses within the
North Ryan Addition preliminary plat.
5. The report dated March 7, 2022 prepared by Frank Dempsey, AICP, Associate Planner is
incorporated herein.
RECOMMENDATION
3
The Planning Commission recommends that the City Council approve the Comprehensive
Plan and Zoning Map amendments conditioned upon compliance with the planning report
prepared by Associate Planner Frank Dempsey dated March 7, 2022.
DATED: March 17, 2022
LAKEVILLE PLANNING COMMISSION
BY: __________________________
Jeff Witte, Chair
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Frank Dempsey, Associate Planner
From: Alex Jordan, Assistant Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
David Olson, Community and Economic Development Director
Date: March 9, 2022
Subject: North Ryan Addition
• Preliminary Plat Review
• Site Plan Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
• Tree Preservation Plan
BBAACCKKGGRROOUUNNDD
Scannell Properties #455, LLC has submitted a preliminary plat of two lots and two outlots
named North Ryan Addition and plans to construct a warehouse building and parking
improvements. The proposed development is located west of and adjacent to Jacquard
Avenue and south of and adjacent to 215th Street (CSAH 70). The parent parcel consists of one
metes and bounds parcel (PID No. 2203100500038) zoned O-P, Office Park District and I-1,
Light Industrial District. The Developer has submitted Rezoning and Comprehensive Plan
Amendment applications to-rezone the proposed area of Lots 1 and 2 to I-1, Light Industrial
District.
The preliminary plat consists of two lots within one block and two outlots on 46.81 acres.
The outlots created with the preliminary plat shall have the following uses:
Outlot A (4.30 acres): Stormwater Management Basin; to be deeded to the City
NNOORRTTHH RRYYAANN AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
MMAARRCCHH 99,, 22002222
PPAAGGEE 22 OOFF 66
Outlot B (11.97 acres): Future development; to be retained by the Developer
The proposed development will be completed by:
Developer: Scannell Properties #455, LLC
Engineer/Surveyor: Stantec
SSIITTEE CCOONNDDIITTIIOONNSS
The North Ryan Addition site is undeveloped cultivated agricultural land. There is a large
stand of trees in the southeast portion of the property. An existing homestead is located on
the proposed area of Outlot B. The land generally slopes from the west to the east.
EEAASSEEMMEENNTTSS
Several easements for communication, gas pipeline, transmission line, highway, and utility
purposes exist across the parent parcels and will remain with the development
improvements.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
Jacquard Avenue
North Ryan Addition is located west of and adjacent to Jacquard Avenue, a major collector
roadway, as identified in the City’s Transportation Plan. Jacquard Avenue is constructed as a
two-lane rural industrial roadway adjacent to the parent parcel. The Developer dedicated the
necessary right-of-way for Jacquard Avenue with the Interstate South Logistics Park Third
Addition final plat.
215th Street (CSAH 70)
North Ryan 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 March 2, 2022 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 is dedicating the necessary right-of-way for 215th Street as shown on
the preliminary plat.
Dakota County and the City reconstructed 215th Street as a four-lane divided roadway
adjacent to the plat in 2021. Construction of the improvements included extending the south
leg of Jacquard Avenue, providing a signalized access for the development at 215th
Street/Jacquard Avenue. Dakota County controls the right-of-way requirements and access
locations along 215th Street.
217th Street
Development of North Ryan Addition includes the construction and extension of 217th Street
from Jacquard Avenue to the west plat boundary. 217th Street is a minor collector roadway as
identified in the City’s Transportation Plan and will be constructed as a rural section roadway
NNOORRTTHH RRYYAANN AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
MMAARRCCHH 99,, 22002222
PPAAGGEE 33 OOFF 66
to promote infiltration and stormwater treatment. 217th Street will be constructed as a 40-ft
wide rural roadway with paved shoulders within an 80-foot right-of-way.
The Developer shall construct a temporary cul-de-sac at the west end of 217th Street until it is
extended in the future with development of the adjacent property.
Ryan Avenue
Development of North Ryan Addition includes the dedication of the ½ right-of-way for Ryan
Avenue, located along the west plat boundary. Ryan Avenue would be constructed in the
future to provide additional access to 215th Street for the industrial park. The access to 215th
Street will be restricted to right-in/right-out in the future when it is constructed. The
Developer has prepared a grading plan demonstrating that Ryan Avenue can be constructed
in the future without impacts to the proposed site layout on Outlot B. Ryan Avenue will have
to be amended to comply with the Dakota County Street Naming Policy prior to final plat
approval.
SITE PLAN
A Preliminary Site Plan was submitted for Lot 1, Block 1, North Ryan Addition. The Site Plan
includes construction of a 168,000 SF warehouse on Lot 1, Block 1. Access to the site is
proposed via two private driveways on 217th Street and one private driveway access to the
existing South Ryan Addition development south of and adjacent to the parent parcel.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
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 bituminous trails along the south side of 215th Street adjacent to the North Ryan
Addition preliminary plat.
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
North Ryan Addition is located within sub-district SC-10180, SC-10190 and 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.
NNOORRTTHH RRYYAANN AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
MMAARRCCHH 99,, 22002222
PPAAGGEE 44 OOFF 66
The Developer proposes to extend sanitary sewer along 217th Street to the west property
boundary. Private sanitary sewer services will be extended from the public sanitary sewer for
development of the property.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must
be paid with the final plat.
WWAATTEERRMMAAIINN
Development of North Ryan Addition includes the extension of public watermain. Consistent
with the City’s Water Plan, the Developer shall extend 12-inch watermain along 217th Street
within the City’s Normal Pressure Zone.
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 LLIINNEESS
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 Addition is located within subdistrict SC-006, SC-199-3P and SC-022 of the South
Creek District of the City’s Comprehensive Water and Natural Resources Management Plan.
Development of North Ryan Addition includes the construction of multiple privately owned
and maintained stormwater management basins along with one publicly owned and
maintained stormwater management basin. The public stormwater management basin will
be located on Outlot A. The Developer shall enter into a private stormwater maintenance
agreement with the final plat for the private basins. The stormwater management design is
consistent with City Ordinance requirements.
Following completion of the site improvements and restoration, the Developer shall conduct
two double ring infiltrometer tests in the location of the infiltration basin to demonstrate that
the design infiltration rates have been achieved. The Developer shall provide a security with
the final plat to ensure that this testing is completed.
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 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
NNOORRTTHH RRYYAANN AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
MMAARRCCHH 99,, 22002222
PPAAGGEE 55 OOFF 66
by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the
City upon receipt from the MPCA.
SSTTOORRMM SSEEWWEERR
Development of North Ryan Addition includes the construction of public and private storm
sewer systems. The public storm sewer will be located within public right-of-way and Outlot
A. The privately-owned and maintained storm sewer will be located within Lots 1 and 2, Block
1 and Outlot B North Ryan Addition 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.
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 Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the
Federal Emergency Management Agency (FEMA). Based on this designation, the plat is not
located within a Special Flood Hazard Area (SFHA), as determined by FEMA.
WWEETTLLAANNDDSS
A wetland delineation report was completed and approved in 2020. No wetlands were
identified within the project area.
TTRREEEE PPRREESSEERRVVAATTIIOONN
Due to site grading most of the significate trees on the site will be removed except for trees
located along the west property line and north of the gas line easement. The developer is
responsible for installing tree protection fencing. Any save trees that are damaged or
removed will require replacement at 2:1.
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.
NNOORRTTHH RRYYAANN AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
MMAARRCCHH 99,, 22002222
PPAAGGEE 66 OOFF 66
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the preliminary plat, site plan, grading and erosion
control plan, utility plan, and tree preservation plan for Interstate North Ryan Addition,
subject to the requirements and stipulations within this report.