HomeMy WebLinkAboutINTERSTATE PLAT1
City of Lakeville
Planning Department
Memorandum
To: Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: July 27, 2018
Subject: Packet Material for the August 2, 2018 Planning Commission Meeting
Agenda
Item: Interstate South Logistics Park preliminary and final plat
Action Deadline: October 16, 2018
BACKGROUND
Scannell Properties #180 LLC (Scannell) has submitted preliminary and final plat applications and
plans for Interstate South Logistics Park, which proposes two lots and one outlot on a 176-acre
industrial zoned parcel. The subject property is located south of 215th Street (CSAH 70) and west
of Dodd Boulevard (CSAH 9). Proposed Lot 2, Block 1 will be occupied as a warehouse distribution
center for Schneiderman’s Furniture.
The proposed preliminary and final plat includes site plans for the construction of two
warehouse buildings of 157,820 square feet (Lot 1) and 130,192 square feet office (Lot 2).
Schneiderman’s Furniture will occupy the building on Lot 2. Future lots will be determined
when Outlot A is preliminary and final platted at the time specific development projects are
proposed. Future build-out is estimated to include up to 2.2 million square feet of light
industrial, warehouse and distribution space.
The preliminary plat plans have been submitted to:
1. Engineering Division
2. Parks and Recreation Department
3. Parks, Recreation and Natural Resources Committee
4. Dakota County Plat Commission
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The following exhibits are attached for your information:
EXHIBITS
A. Location and Zoning Map
B. Aerial Photo Map
C. Preliminary plat
D. Final Plat
E. Survey
F. Master Site Plan
G. Site Plans Lot 1 and Lot 2
H. Grading Plans
I. Utility Plans
J. Storm Sewer Plans
K. Demolition and Erosion Control Plan
L. Tree Preservation Plan
M. Landscape Plan
N. Site Lighting Plan
O. Building Elevation Perspective
P. Dakota County Plat Commission letter dated July 12, 2018
Zoning and Surrounding Uses. The property is zoned I-1, Limited Industrial District. The
proposed project is surrounded by the following existing or planned land uses:
Direction Existing Use Land Use Plan Zoning
North
215th Street (CSAH 70) and
Developed and Undeveloped
OP District Properties
Office Park
OP, Office Park
District
South
Eureka Township Agricultural
Use Properties
Outside City Limits. Eureka
Township Comprehensive Plan
guides for agricultural use
Agriculture per
Eureka Township
Zoning Map
East
Dodd Boulevard (CSAH 9) and
First Park Lakeville Industrial
Development
Light Industrial/Warehouse
and Public/Semi-Public
I-1, Limited Industrial
District
West Undeveloped Property in
MUSA Expansion Area B
Office Park
OP District
STAFF ANALYSIS
PRELIMINARY AND FINAL PLAT
a. Alternative Urban Areawide Review (AUAR) - An AUAR was prepared for the proposed
176 acre property in advance of the preparation of the preliminary plat plans. The AUAR
completed for the Interstate South Logistics Park development was adopted by the City
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Council on June 15, 2015. The Interstate South Logistics Park preliminary plat is (or must be)
consistent with the approved AUAR.
b. Comprehensive Plan. The property is located in Planning District Nos. 8 and 10 of the 2030
Comprehensive Land Use Plan and is in the current Metropolitan Urban Service Area (MUSA)
which means that City municipal services, including sanitary sewer, are available to the property.
The subject property is guided Light Industrial/Warehouse according to the current plan,
therefore, the proposed light industrial and warehouse use is consistent with the
Comprehensive Plan. The proposed Interstate South Logistics Park preliminary plat meets the
recommended goals and objectives of Planning District Nos. 8 and 10.
c. Existing Site Conditions. The site is currently undeveloped and has been used for the
production of row crops. The property is bounded by Dodd Boulevard (CSAH 9) to the east
and 215th Street (CSAH 70) to the north. A 115kV electric transmission line runs from east to
west along the north boundary of the property. A 16.5 foot wide private communications
company easement is also located across the northeast quadrant of the property. This
easement will have to be vacated or abandoned prior to issuance of a building permit.
Wetlands and a stream are located within the parent parcel and will be dedicated to the City
as an outlot(s) in future platting phases.
d. Lot/Block/Outlot. The preliminary and final plat of Interstate South Logistics Park consists of
two lots, one block and one outlot. The proposed lots exceed the minimum lot area and lot
width requirements for the I-1, Limited Industrial District. The following is a tabulation of the lots
and outlot as noted on the preliminary and final plat plans.
Preliminary Plat Lots and Outlot
Lot Area and
Lot Width
Requirements
Lot 1
Lot 2
Outlot A
30,000 sf area 11 Acres 9 Acres 139.7 acres
100 feet 633 feet 526 feet NA
e. Streets. The preliminary and final plat of Interstate South Logistics Park includes the partial
construction of 217th Street between Dodd Boulevard (CSAH 9) and approximately 415 feet
west of Lot 2. Access to Lot 1 will be via a shared driveway across Lot 2 north of 217th Street.
Future street construction will include the westerly extension of 217th Street and the southerly
extension of Jacquard Avenue south of 215th Street (CSAH 70) in compliance with the
Transportation Plan. There are three streets associated with the first phase preliminary plat
of Interstate South Logistics Park:
215th Street (CSAH 70) is a two-lane roadway that abuts the north side of the property and
is classified as a high density minor arterial in the Transportation Plan. The existing road
right-of-way width of 137 feet is adequate for future planned road improvements.
Ultimate development includes plans to construct 215th Street (CSAH 70) as a four lane
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divided roadway. An existing roadway easement exists that was acquired by Dakota
County in 1975. No additional right-of-way is required with the Interstate South Logistics
Park final plat. Dakota County is requiring the dedication of a trail and wall easement
along the north side of the final plat to allow for future trail construction at the time 215th
Street is improved. Full access to the Interstate South Logistics Park at 215th Street (CSAH
70) will occur at the time that Jacquard Avenue is constructed.
Dodd Boulevard (CSAH 9) abuts the east side of the property. Dodd Boulevard is
classified as a low density minor arterial roadway in the Transportation Plan. A total of
60 feet of west half right-of-way will be required to be dedicated with the final plat
consistent with the Dakota County Road Plat Review Needs Map. Access from Interstate
South Logistics Park onto Dodd Boulevard (CSAH 9) will be at 217th Street only.
217th Street is a local street that will include a full access onto Dodd Boulevard (CSAH 9)
consistent with Dakota County Access Spacing Guidelines. 217th Street will be constructed
as a 40 foot wide rural section road within an 80 foot wide right-of-way. 217th Street is
identified in the Transportation Plan as a minor collector road that will be extended to the
west toward Jacquard Avenue and points west as development of Interstate South Logistics
Park occurs. A temporary turnaround easement shall be submitted as a condition of final
plat approval.
Jacquard Avenue – Jacquard Avenue is a future major collector roadway that will be
extended south of 215th Street consistent with the Comprehensive Transportation Plan at
the time Outlot A develops.
f. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is currently
available to the site, which is within the current MUSA. All public utilities will be constructed by
the developer to serve the proposed first phase development. Sewer and water will be available
to serve the remaining outlot area when it is platted and developed. The existing and planned
future City sanitary sewer and water systems available to serve the area of the preliminary and
final plat are adequate to accommodate the proposed and future industrial buildings within the
plat area.
Grading and utility plans have been submitted with the Interstate South Logistics Park
preliminary plat. Grading, drainage, erosion control, and utility review comments are
addressed in the engineering report dated July 25, 2018. A copy of the engineering report is
attached for your review. Engineering recommends approval of the Interstate South Logistics
Park preliminary plat.
g. Wetlands. Three areas of wetlands have been identified with the wetland delineation
report prepared by Wenck and Associates. There are no impacts proposed to the existing
wetlands on site with the development of the two lots in the first phase. Any impacts
identified with future phase preliminary and final plats will be reviewed at that time for
compliance with the Wetland Conservation Act.
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h. Tree Preservation. The site includes 66 significant trees, primarily willow and poplar trees,
and primarily located around the channel on the south side of the property. All of the significant
trees identified in the inventory will be saved. Additional significant trees along the west
property line are not included in the inventory at this time but will be included and identified at
the time of preliminary and final plat of that area of the property.
i. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open
Space Plan does not identify any future park needs in the area of the plat. Future trails will be
constructed along Dodd Boulevard (CSAH 9) and 215th Street (CSAH 70). No interior public trails
or sidewalks are being constructed with this plat.
The 2018 rate for park dedication is $4,558.00 per acre.
j. Airlake Airport. Airlake Airport is considered a reliever airport under the management of the
Metropolitan Airports Commission (MAC). The majority of the airport property is located in
Eureka Township with one building and a small portion of the west end of the runway in the City
of Lakeville. The MAC did not express concerns regarding the size or use of the proposed
buildings in this development in their review of the AUAR.
Due to the site’s proximity to the Airlake Airport, the Federal Aviation Administration may
require an FAA permit (#7460) if any construction cranes are used during the construction of
the buildings. The developer is advised to coordinate any required permit with the FAA as
early as possible during the construction planning phase.
SITE PLAN ANALYSIS
Setbacks. The building setback requirements of the I-1 District are being met with the proposed
site plans for Lots 1 and 2 as follows:
Min. Required Setbacks Lot 1, Block 1 Lot 2, Block 1
Front ------------------------50 ft Front (215th St.)------------92 ft. Front (Dodd Blvd) -- 120 ft
Sides (west 10 ft/east --30 ft) Sides (west/east) –--46/140 ft. Side --- 92 feet
Rear -------------------------30 ft Rear (South) --------------195 ft. Rear --- 52 feet
Landscaping/Screening. The landscape plan for Lots 1 and 2 propose the following landscape
materials:
Landscape Materials
10 Deciduous trees
26 Evergreen trees
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32 Ornamental trees
84 Shrubs
All plant materials shall be set back at least five feet from all property lines except for evergreen
trees which shall be set back a minimum of 10 feet from 215th Street and Dodd Boulevard to allow
for construction of future trails.
Trees shall not be installed in the street rights-of-way. All of the landscaped areas within and
adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with
the Zoning Ordinance. All areas not planted with trees, shrubs or perennials will be seeded with
a natural grass mixture as shown on the landscape plan.
Planning Department staff recommends that the landscape plan be amended to include
increased amounts of evergreen landscape screening along Dodd Boulevard area between Dodd
Boulevard and the loading docks and truck trailer parking between the buildings on Lots 1 and 2.
The additional landscaping can be installed within the upper slopes of the stormwater basins
adjacent to the loading dock areas. Consistent with Section 11-20-7, 11-20-13 and 11-21-9C of
the Zoning Ordinance, the amount of landscape materials in these areas must be increased to
provide the required visual screening from public right-of-way.
Staff has researched the proposed trees for this location. Based on staff’s experience with other
trees planted in this area, staff recommends that trees be selected that are tolerant in exposed
environments and can withstand salt spray conditions. Staff will work with the landscape
architect with a preferred selection of landscape species. The design elements of the landscape
plan should remain the same with the exception of the recommended additional evergreen
landscaping between Dodd Boulevard and the building loading docks.
A financial security shall be submitted to guarantee installation of the landscaping on Lots 1 and
2 totaling $40,000 as a stipulation of final plat approval. Landscaping for future lots will be
completed as they are platted and following the approval of site and landscape plans.
Access. Access to the first phase of the Interstate South Logistics Park project will be from
217th Street and Dodd Boulevard (CSAH 9). Future phases of the Interstate South Logistics
Park will be accessed from extensions of 217th Street and a future extension of Jacquard
Avenue. There will be no driveway access directly to 215th Street (CSAH 70) or Dodd
Boulevard (CSAH 9). All driveway accesses to public streets meet Zoning Ordinance
requirements.
Circulation. All parking aisles and parking stalls comply with the minimum aisle width of 24
feet and parking stall dimensions of 9 feet in width and 20 feet in length. The driveways
provide adequate width and turning radii to accommodate truck turning movements and
access for emergency vehicles.
Parking. The first phase building construction will include two buildings totaling be 288,012
square feet in area and will include office and warehouse spaces. The building on Lot 1 will
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require 200 parking spaces and the building on Lot 2 will require 128 spaces based on the use
of the buildings, as follows:
Lot 1 Parking Calculation
Office - 16,000 sf - 10% = 14,000 sf/200 = 72 spaces
Warehouse – 141,820 sf – 10% = 127,638 sf /1,000 = 128 spaces
Total Required parking = 200 spaces
Proposed Deferred = 35 spaces
Proposed Spaces Constructed = 165 spaces
Lot 2 Parking Calculation
Office – 3,070 sf - 10% = 2,763 sf/200 = 14 spaces
Warehouse – 127,122 sf – 10% = 114,098 sf/1,000 = 114 spaces
Total Required parking = 128 spaces
Proposed Deferred = 64 spaces
Proposed Spaces Constructed = 64 spaces
The proposed parking plan meets Zoning Ordinance requirements subject to the
administrative approval of parking deferments. Each lot shows proof of available parking to
meet the requirements without a parking deferment. The Zoning Ordinance allows the
deferment of up to 50% of the required number of parking spaces. The applicants must
provide detailed information regarding the anticipated parking needs, and the number of
employees per shift to demonstrate that the parking deferment will accommodate the
proposed number of parking spaces provided.
The parking deferment is a contract between the City and the property owner and the
document is recorded against the lot for which the parking deferment is approved. If the City
determines that the parking deferment is no longer viable due to on-street parking or parking
outside of designated parking spaces, the City can require the construction of additional
parking spaces. Staff will approve the parking deferment agreement prior to or in
conjunction with the issuance of building permits for Lots 1 and 2.
Outdoor Storage. The preliminary plat plans propose no outdoor storage on the property
other than semi-truck trailers used in the process of delivering raw materials and loading
finished product to leave the site.
Trash Enclosure. All outdoor trash enclosures must be screened with a structure that is a
minimum of 6 feet in height or one foot taller than the containers and must be constructed of
materials that match the architecture of the principal building. The preliminary plat plans show
enclosures on each lot on the loading dock sides of the building. The building permit plans and
site plans must include outdoor trash enclosure details that comply with Zoning Ordinance
requirements.
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Site Lighting. A photometric lighting plan has been submitted for Lots 1 and 2. The plan
indicates maximum light intensity at any property line abutting public right-of-way will be at or
less than 1 foot-candle as required by the Zoning Ordinance. All lights will be downcast type
fixtures. No lights shall glare onto public right-of-way or adjacent properties.
Signage. No detailed sign plans have been submitted. Up to 100 square feet of freestanding
signage is permitted for each lot with a maximum height of 10 feet. Wall signs up to 100 square
feet are permitted, two wall signs are permitted for each building for corner lots. A sign permit
must be issued by the Planning Department prior to the installation of any signs.
Snow Storage. Snow storage may not take place in required parking spaces.
Building Design and Architecture. Buildings in the I-1 District are allowed to be up to 45 feet in
height and must be constructed of at least 50% masonry materials fronting a public street. The
buildings are designed to be constructed with pre-cast concrete wall panels and must comply
with the exterior building material design requirements for the I-1 District. Exterior building
materials and mechanical equipment screening will be reviewed by staff at the time of building
permit submittal for compliance with Zoning Ordinance requirements.
Dakota County Plat Commission. The Dakota County Plat Commission reviewed the
preliminary and final plat at their July 9, 2018 meeting under the provisions of the Dakota
County Contiguous Plat Ordinance for access and County Road right-of-way needs. To
accommodate the future planned improvements to 215th Street, Dakota County will require
the dedication of a 10-foot wide trail, drainage, utility and retaining wall easement south of
the existing right-of-way line. The dedication of this easement would allow for construction
of a future trail along the south side of 215th Street.
RECOMMENDATION
Planning Department staff recommends approval of the Interstate South Logistics Park preliminary
and final plat subject to the following stipulations:
1. Implementation of the recommendations listed in the July 25, 2018 engineering report.
2. The site and buildings shall be developed in compliance with the plans approved
by the City Council and Zoning Ordinance requirements.
3. A temporary turn-around easement will be required at the end of 217th Street
within Outlot A, as a condition of final plat approval.
4. A private shared access easement shall be submitted to provide Lot 1 with access
to 217th Street.
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5. The landscape plan shall be revised to include additional evergreen landscape screening
along Dodd Boulevard and the trailer parking area along the south side of the property
to provide visual screening of the trailer parking area in accordance with Zoning
Ordinance requirements. The landscape plans shall also be amended to the
recommendations of the City Forester.
6. A $40,000 security shall be submitted to guarantee installation of the approved
landscaping at the time of final plat approval. All landscaped areas within and adjacent
to the parking lot shall be irrigated. Landscaping shall not be planted in street
boulevards.
7. All signs shall comply with the 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.
8. Snow storage shall not take place in required parking spaces.
9. Site Lighting shall not exceed one foot candle at the property line adjacent to
public right-of-way.
10. The buildings shall be constructed of materials consistent with the requirements of the
Zoning Ordinance for industrial buildings.
11. The building permit plans and site plans must include outdoor trash enclosure details
that comply with Zoning Ordinance requirements. The trash enclosures shall match the
exterior materials of the principal buildings and shall include maintenance free gates.
12. The 16.5 foot wide private communications company easement shown on the survey
shall be vacated or abandoned prior to issuance of a building permit.
13. If required by the Federal Aviation Administration (FAA), approval of permit No. 7460
shall be obtained from the FAA prior to commencing construction with the use of a
crane or cranes taller than 35 feet in height.
14. Parking deferment applications shall be submitted to the Planning Department prior
to issuance of building permits for Lots 1 and 2.
RM-1
I-1 RM-1OP
P/OS P/OS
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45679
456770JAGUARAVE 212TH ST W
DODDBLVDITALY AVEISLE AVE208TH ST W
JUNCO TRL215TH ST W
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NJAMESTOWNAVE INTREPID C TIDAHO
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IDAHOAVEINSPIRATIONPA THJACQUARD AVE207TH S T W
INDIAAVE206THSTW
INDEPENDENCEAVEISTRIA PATH
214TH ST W
215TH ST W
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TRAILCIRILLINOISPATHIBIS AVE211 T H ST W
2 14 THS
TWIXONIA AVEITERI AVEISLE AVEIRANAVEHUMBOLDTRDILAVIS TAWAY
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I N T E R S TAT E S O U T H L O G I S T I C S PA R K
Interstate South Logistics Park
Property Information
Ju ne 27, 2018
0 1,750 3,500875 ft
0 525 1,050262.5 m
1:1 9,2 00
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification.
C.S.A.H. NO. 70 (215TH STREET WEST)DO
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DOUTLOT A217TH STREET WESTS89°55'01"W 2633.96S89°57'36"E 828.96S0°33'32"W 2633.55
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4LOT 1BLOCK 1LOT 2ΔΔΔN89°51'30"E 2349.51DWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\Survey\CAD\5024-0022 Pre-plat1.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/21/2018 10:02:30 AM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391LEGEND PROPERTY ZONED:I-1 LIGHT INDUSTRIAL DISTRICTPURPOSE AND PROPOSED NAME OF SUBDIVISION:CREATING LOTS 1 & 2, BLOCK 1 AND OUTLOT A IN THE PROPOSED PLAT OF:INTERSTATE SOUTH LOGISTICS PARKDATE OF PREPARATIONJUNE 20, 2018PROPERTY OWNERS:VALERIAN HAUER AND DELORES E. HAUER, HUSBAND AND WIFE;THOMAS J. STEPKA AND JANE M. STEPKA, TRUSTEES OF THE THOMAS J. STEPKA TRUST UNDER AGREEMENT DATEDJANUARY 31, 2006;JANE M. STEPKA AND THOMAS J. STEPKA, TRUSTEES OF THE JANE M. STEPKA TRUST AGREEMENT UNDER DATEDJANUARY 31, 2006;JAMES D. HAUER;ARTHUR S. WANN AND ANN W. WANN, CO-TRUSTEES OF THE WANN FAMILY TRUST DATED MARCH 21, 2013;JOAN HAUER (FORMERLY KNOWN AS JOAN E. SMITH AND PRIOR TO THAT, FORMERLY KNOWN AS JOANKATZENMEYER); ANDMICHAEL V. HAUER AND JEAN A. HAUER, AS TRUSTEES OF THE MICHAEL V. HAUER AND JEAN A. HAUER JOINTREVOCABLE LIVING TRUST, U/A/D JUNE 12, 2013, AS AMENDED.SUBDIVIDER:SCANNELL PROPERTIES8801 RIVER CROSSING BLVD, SUITE 300INDIANAPOLIS, IN 46240DESIGNER:JARED WARDWENCK ASSOCIATES, INC1800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359MN LICENCE NUMBER: 48677SURVEYOR:GARY BJORKLUNDWENCK ASSOCIATES, INC1800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359MN LICENCE NUMBER: 46563PROPERTY DESCRIPTION:ALL THAT PART OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTIONTHIRTY-ONE (31), TOWNSHIP ONE HUNDRED FOURTEEN (114) NORTH, RANGETWENTY (20) WEST OF THE FIFTH PRINCIPAL MERIDIAN, DAKOTA COUNTYMINNESOTA LYING WESTERLY OF THE HIGHWAY KNOWN AS DODD%28/(9$5' $1'$/627+$73$572)7+(6287+:(6748$57(5 6: OF SECTION THIRTY-TWO (32), TOWNSHIP ONE HUNDRED FOURTEEN (114)NORTH, RANGE TWENTY (20) WEST, DAKOTA COUNTY, MINNESOTA, LYINGWESTERLY OF THE HIGHWAY KNOWN AS DODD BOULEVARD.NOTES:WETLANDS (2) & (3) DELINEATION PERFORMED ON FEBRUARY, 2015 BY WENCKASSOCIATES, INC.WETLAND (1)DELINEATION PREFORMED ON OCT. 2014 BY WAYNE JACOBSON OF JACOBSONENVIRONMENTAL, PLLCLAND AREAS AND ZONING:GROSS AREA=175.789 ACRESCOMPREHENSIVE LAND USE DESIGNATION= AREHOUSE/LIGHT INDUSTRIALEX. & PROP. ZONING = I-1 LIGHT INDUSTRIAL DISTRICTAREA OF ROW = 15.972 ACRESAREA OF WETLAND = 9.485 ACRESLOT 1 AREA = 11.101 ACRESLOT 2 AREA = 9.011 ACRESOUTLOT A AREA = 139.705 ACRES
C.S.A.H. NO. 70 (215TH STREET WEST)OUTLOT A217TH STREET WESTS89°55'01"W 2633.96S89°57'36"E 828.96S0°33'32"W 2633.55
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4LOT 1BLOCK 1LOT 2ΔΔΔN89°51'30"E 2349.51INTERSTATE SOUTH LOGISTICS PARKWENCKASSOCIATESLEGEND
DRIVE IN
DRIVE IN
DRIVE IN16 DOCK DOORS22 DOCK DOORS13 TRAILER PARKING(FUTURE)25 TRAILER PARKING(FUTURE)FUTURE
EXPANSION
26,000 S.F.217th STREET WESTDO
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DFUTURE AND DEFERRED215th STREET WEST2231332125138778SOUTH BUILDING±104,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'NORTH BUILDING±157,820 SFF.F.E=±996.5'FUTURE AND DEFERREDFUTURE AND DEFERRED19FUTURE AND DEFERRED19
INFILTRATIONAREAINFILTRATIONAREA16SEE SHEET C-102SEE SHEET C-103855'240'240'855'205,200 SF+/- 13.6 ACRES205,200 S.F.360 PARKING
+/- 12.4 ACRES217th STREET WESTDO
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855'240'240'855'205,200 SFFUTURE BUILDING+/- 13.6 ACRES205,200 S.F.FUTURE BUILDINGJACQUARD AVEFUTURE900'240'240'900'360 PARKING216,000 SFFUTURE BUILDING+/- 11.7 ACRES216,000 SFFUTURE BUILDING+/- 13.8 ACRES200'900'180,000 S.F.FUTURE BUILDING+/- 13.5ACRES360 PARKING
180 PARKING TRAILERS
+/- 12.4 ACRES217th STREET WESTFUTUREDetention77 TRAILERS6.2 ACRES310'1,200'+/- 18.9 ACRES178 AUTO PARKING
63 TRAILER SPACES
800'260'FUTURE BUILDING208,000 SF44 DOCK DOORS OFFICE20,000 SFFUTURE BUILDING372,000 SF+/- 19.54 ACRES266 AUTO PARKING215th STREET WESTPOTENTIAL REMAINING PHASES OF SITEFOR FULL BUILD OUT CONDITIONS - NOTINCLUDED IN THIS PROJECT217TH STREET AND DODD BOULEVARDIMPROVEMENTS ARE DESIGNED ANDCONSTRUCTED UNDER A SEPARATECONTRACT AND PLANSETWARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 MASTER SITE PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:13:20 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-101MASTER SITE PLANPROPERTY LINESITE LEGENDSETBACK LINEEASEMENT LINE
DRIVE IN
DRIVE IN22 DOCK DOORS25 TRAILER PARKING(FUTURE)215th STREET WEST258778NORTH BUILDING±157,820 SFF.F.E=±996.5'FUTURE AND DEFERREDFUTURE AND DEFERRED19INFILTRATIONAREA16P1P1P1P1P1P1P1P2P2P2P2P3P3P3AAAABCCCCDDDEEEFFFFFIIIIJKJKJKTYP9'20'9'24'20'
20'20'20'20'7'20'7'5'
60'60'30'210'750'92.46'92.33'15'30'15'5'10'24'R30'R10'R15'50'R20'R3'
24'R1
0
'R34'R3'R3'5'140.94'R65'R15.67'R3
'24'25'11.22'113.75'26.89'26.01'TYP. ALLSTANDARD STALLSTYP. ALLSTANDARD STALLSJKJKJKLTYP.MMNNNNNNNN10'10.13'46.27'R47.57'R3'ODWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-103 SITE PLAN NORTH.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:13:49 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391GREENSPACE SUMMARYIMPERVIOUS AREA (INCL. BLDG)PROPOSEDPERVIOUS AREASTANDARD PARKING COUNT194 STALLSPARKING SUMMARYREQUIREDPROPOSEDTOTAL PARKING COUNTACCESSIBLE PARKING COUNTSETBACK SUMMARYBUILDINGNORTH (FRONT YARD)30'PARKINGSOUTH (REAR YARD)WEST (SIDE YARD)40'15'15'5'5'10'30'EAST (SIDE YARD)6 STALLS200 STALLS165 STALLS158 STALLS7 STALLSIMPERVIOUS AREA (INCL. BLDG) FUTUREPERVIOUS AREA FUTURE±337,255 SF (±7.74 AC)±145,521 SF (±3.34 AC)OFFICE±14,400 SFBUILDING USE90% AREA#OF STALLSTOTALWAREHOUSE±127,638 SF±142,038 SF200 STALLS72 STALLS128 STALLSCODE REQ.1 STALL/200 SF1 STALL/1000 SFIMPERVIOUS COVERAGEIMPERVIOUS COVERAGE FUTURE69.8%C-102SITE PLAN NORTHPROPERTY LINESITE LEGENDSETBACK LINEEASEMENT LINEPROPOSED B612 CURB AND GUTTERSTANDARD DUTY BITUMINOUS PAVEMENTP1P3HEAVY DUTY CONCRETE PAVEMENTSTANDARD DUTY CONCRETE SIDEWALKPAVEMENT.ALANDSCAPED AREA. REFERENCE LANDSCAPEPLANS#PROPOSED PARKING COUNTP2HEAVY DUTY BITUMINOUS PAVEMENTPARKING ANALYSISSITE ANALYSIS TABLELOT 1, BLOCK 1, INTERSTATE SOUTHLOGISTICS PARKEXISTING ZONINGI-1 LIGHT INDUSTRIALLOT AREAPROPOSED ZONINGI-1 LIGHT INDUSTRIALBUILDING FOOTPRINT±157,820 GSFOFFICE AREA±16,000 GSFWAREHOUSE AREA±141,820 GSF±482,776 SF (±11.08 AC)±322,103 SF (±7.39 AC)±160,673 SF (±3.69 AC)66.7%*NOTE:INCLUDES FUTURE AND DEFERRED STALLS. CODEALLOWS UP TO 50% REQUIRED STALLS TO BEDEFERRED. CALCULATIONS BASED OFF GFS-10%PER CITY CODE 11-19-7A.DEFERRED PARKING COUNT50% MAX35 STALLSSITE NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY /COUNTY REGULATIONS AND CODES, AND O.S.H.ASTANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANSFOR EXACT LOCATIONS OF AND DIMENSIONS OFVESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES,TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACTBUILDING UTILITY ENTRANCE LOCATIONS.3.ALL DISTURBED AREAS ARE TO RECEIVE SIX INCHES OFTOPSOIL, SEED, MULCH, AND WATER UNTIL A HEALTHYSTAND OF GRASS IS ESTABLISHED.4.ALL DIMENSIONS AND RADII ARE TO FACE OF CURB UNLESSOTHERWISE NOTED.5.SITE BOUNDARY, TOPOGRAPHY, UTILITY, AND ROADINFORMATION TAKEN FROM A TOPOGRAPHICAL SURVEY BYWENCK ASSOCIATES, INC.6.TOTAL LAND AREA IS ±20.0 ACRES.7.CONTRACTOR SHALL REFERENCE ARCH/MEP PLANS FORSITE LIGHTING AND ELECTRICAL PLANS.8.REFERENCE ARCHITECTURAL PLANS FOR TRASHENCLOSURE DETAILS AND DESIGN.KEYNOTE LEGENDCONCRETE SIDEWALK. SEE DETAILGENERAL LOCATION OF MONUMENT SIGN BY OTHERS. EXACTLOCATION AND DETAIL TO BE DETERMINED.SITE LIGHTING. REF PHOTOMETRIC PLANS. REF ARCH / MEPPLANS FOR ELECTRICAL ROUTING. MAX POLE HEIGHT 25'FLUSH CURB IN THIS AREA FOR ADA ACCESS. SEE C302FOR DETAILACCESSIBLE PARKING SIGNACCESSIBLE VAN PARKING SIGN.ACCESSIBLE AISLE STRIPING - AREA STRIPED WITH 4"SBSL @ 45° 2' O.C.4" WHITE PAVEMENT STRIPING - DASHED OR SOLID PERPLANDOOR LOCATION / STRUCTURAL STOOP. REFERENCEARCH / STRUCTURAL PLANSPAVEMENT TYPE. SEE LEGENDPAVEMENT SETBACKBUILDING SETBACKBUILDING DOCK DOOR. REFERENCE ARCH / STRUCTURALPLANS FOR DETAIL AND EXACT LOCATION.BUILDING DRIVE IN DOOR AT FFE. REFERENCE ARCH /STRUCTURAL PLANS FOR DETAIL AND EXACT LOCATION.3' WIDE CURB CUT WITH RIPRAP TO NWL. SEE C302 FORDETAILED GRADING.TRASH ENCLOSURE. REFERENCE ARCHITECTURALPLANS FOR DETAIL
DRIVE IN 13 TRAILER PARKING(FUTURE)25 TRAILER PARKING(FUTURE)217th STREET WESTDO
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DFUTURE AND DEFERRED292626282513SOUTH BUILDING±130,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'FUTURE AND DEFERREDFUTURE AND DEFERRED19INFILTRATIONAREA1612FUTURE AND DEFERRED7A P2217th STREET WESTDO
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DP1P2P2P2P2 P2P2P1P1P1P1P3P3P3ABCCFEDFIJKJKJK9'5'
20'24'20'9'60'60'30'30'7'
260'500'15'30'15'5'10'30'
60'R30'R10'R15'R30'R30'50'R65'15'24'R3'R3'R15'R15'R77'R20'
113.75'R15'R3
9
'R10'R74'R10'29.51'15'15'TYP. ALLSTANDARD STALLSJKJKJKJLTYP.MNNNNNNNNNNNNN32'10.13'24'52.27'92.33'223.98'120.47'R4'R10'R10'R4'24'20'24'20'5.67'5'R10'5.67'6.33'IQ20'IIIIIIA12'R25'R10'18'R10'R10'R3'9'20'24'5.33'IIAIIIIIIO7'24'5'R3'R3'IDWN BY:ISSUE DATE:PROJECT NO.:5024-0022\\CARL\Drafting\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-103 SITE PLAN NORTH.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/26/2018 11:49:52 AM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391STANDARD PARKING COUNT123 STALLSPARKING SUMMARYREQUIREDPROPOSEDTOTAL PARKING COUNTACCESSIBLE PARKING COUNT5 STALLS128 STALLS64 STALLS61 STALLS3 STALLSOFFICE±2,763 SFBUILDING USE90% AREA#OF STALLSTOTALWAREHOUSE±114,410 SF±117,173 SF128 STALLS14 STALLS114 STALLSCODE REQ.1 STALL/200 SF1 STALL/1000 SFFUTURE PARKING COUNT*64 STALLS*NOTE:INCLUDES FUTURE AND DEFERRED STALLS. CODE ALLOWS UPTO 50% REQUIRED STALLS TO BE DEFERRED. CALCULATIONSBASED OFF GFS-10% PER CITY CODE 11-19-7A.C-103SITE PLAN SOUTHPROPERTY LINESITE LEGENDSETBACK LINEEASEMENT LINEPROPOSED B612 CURB AND GUTTERSTANDARD DUTY BITUMINOUS PAVEMENTP1P3HEAVY DUTY CONCRETE PAVEMENTSTANDARD DUTY CONCRETE SIDEWALKPAVEMENT.ALANDSCAPED AREA. REFERENCE LANDSCAPEPLANS#PROPOSED PARKING COUNTP2HEAVY DUTY BITUMINOUS PAVEMENTPARKING ANALYSIS50% MAXSITE NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY /COUNTY REGULATIONS AND CODES, AND O.S.H.ASTANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANSFOR EXACT LOCATIONS OF AND DIMENSIONS OFVESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES,TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACTBUILDING UTILITY ENTRANCE LOCATIONS.3.ALL DISTURBED AREAS ARE TO RECEIVE SIX INCHES OFTOPSOIL, SEED, MULCH, AND WATER UNTIL A HEALTHYSTAND OF GRASS IS ESTABLISHED.4.ALL DIMENSIONS AND RADII ARE TO FACE OF CURB UNLESSOTHERWISE NOTED.5.SITE BOUNDARY, TOPOGRAPHY, UTILITY, AND ROADINFORMATION TAKEN FROM A TOPOGRAPHICAL SURVEY BYWENCK ASSOCIATES, INC.6.TOTAL LAND AREA IS ±20.0 ACRES.7.CONTRACTOR SHALL REFERENCE ARCH/MEP PLANS FORSITE LIGHTING AND ELECTRICAL PLANS.8.TRASH ENCLOSURE WILL BE LOCATED INTERNALLY.REFERENCE ARCHITECTURAL PLANS FOR DETAIL.KEYNOTE LEGENDCONCRETE SIDEWALK. SEE DETAILGENERAL LOCATION OF MONUMENT SIGN BY OTHERS. EXACTLOCATION AND DETAIL TO BE DETERMINED.SITE LIGHTING. REF PHOTOMETRIC PLANS. REF ARCH / MEPPLANS FOR ELECTRICAL ROUTING. MAX POLE HEIGHT 25'FLUSH CURB IN THIS AREA FOR ADA ACCESS. SEE C303FOR DETAILACCESSIBLE PARKING SIGNACCESSIBLE VAN PARKING SIGN.ACCESSIBLE AISLE STRIPING - AREA STRIPED WITH 4"SBSL @ 45° 2' O.C.4" WHITE PAVEMENT STRIPING - DASHED OR SOLID PERPLANDOOR LOCATION / STAIRS WITH LANDING / STRUCTURALSTOOP. REFERENCE ARCH / STRUCTURAL PLANSPAVEMENT TYPE. SEE LEGENDPAVEMENT SETBACKBUILDING SETBACKCANOPY OVERHANG - REFERENCE ARCHITECTURAL /STRUCTURAL PLANS FOR DETAILWARNING: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.CALL BEFORE YOU DIGTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166BUILDING DOCK DOOR. REFERENCE ARCH / STRUCTURALPLANS FOR DETAIL AND EXACT LOCATION.BUILDING DRIVE IN DOOR AT FFE. REFERENCE ARCH /STRUCTURAL PLANS FOR DETAIL AND EXACT LOCATION.3' WIDE CURB CUT WITH RIPRAP TO NWL. SEE C303 FORDETAILED GRADINGCUSTOMER PICK-UP LOCATION - RECEIVING DOORSITE ANALYSIS TABLELOT 2, BLOCK 1, INTERSTATE SOUTHLOGISTICS PARKEXISTING ZONINGI-1 LIGHT INDUSTRIALLOT AREA±392,235 SF (±9.00 AC)GREENSPACE SUMMARYIMPERVIOUS AREA (INCL. BLDG)PROPOSEDPERVIOUS AREASETBACK SUMMARYBUILDINGNORTH (REAR YARD)30'PARKINGSOUTH (FRONT YARD)WEST (SIDE YARD)PROPOSED ZONINGI-1 LIGHT INDUSTRIAL30'5'15'15'5'10'40'EAST (SIDE YARD)±238,767 SF (±5.48 AC)±153,468 SF (±3.52 AC)IMPERVIOUS AREA (INCL. BLDG) FUTUREPERVIOUS AREA FUTURE±265,198 SF (±6.08 AC)±127,037 SF (±2.92 AC)IMPERVIOUS COVERAGE60.9%IMPERVIOUS COVERAGE FUTURE67.6%BUILDING FOOTPRINT±130,192 GSFOFFICE AREA±3,070 GSFWAREHOUSE AREA±127,122 GSF
DRIVE IN
DRIVE IN
DRIVE IN16 DOCK DOORS22 DOCK DOORS13 TRAILER PARKING(FUTURE)25 TRAILER PARKING(FUTURE)FUTURE
EXPANSION
26,000 S.F.217th STREET WESTDO
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DFUTURE AND DEFERRED215th STREET WEST22212513SOUTH BUILDING±104,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'NORTH BUILDING±157,820 SFF.F.E=±996.5'FUTURE AND DEFERREDFUTURE AND DEFERRED19FUTURE AND DEFERRED19
INFILTRATIONAREAINFILTRATIONAREA16SEE SHEET C-302SEE SHEET C-303855'240'240'855'205,200 SF+/- 13.6 ACRES205,200 S.F.360 PARKING
+/- 12.4 ACRES217th STREET WESTDO
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855'240'240'855'205,200 SFFUTURE BUILDING+/- 13.6 ACRES205,200 S.F.FUTURE BUILDINGJACQUARD AVEFUTURE900'240'240'900'360 PARKING216,000 SFFUTURE BUILDING+/- 11.7 ACRES216,000 SFFUTURE BUILDING+/- 13.8 ACRES200'900'180,000 S.F.FUTURE BUILDING+/- 13.5ACRES360 PARKING
180 PARKING TRAILERS
+/- 12.4 ACRES217th STREET WESTFUTUREDetention77 TRAILERS6.2 ACRES310'1,200'+/- 18.9 ACRES178 AUTO PARKING
63 TRAILER SPACES
800'260'FUTURE BUILDING208,000 SF44 DOCK DOORS OFFICE20,000 SFFUTURE BUILDING372,000 SF+/- 19.54 ACRES266 AUTO PARKING215th STREET WESTWARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 MASTER GRADING PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:15:45 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-301MASTER GRADINGPLANPROPERTY LINEGRADING LEGENDSETBACK LINEEASEMENT LINEEXISTING CONTOURPROPOSED CONTOUR9XXNOTE: SEE C-501 STORM SEWER PLAN FOR STORM SEWERDESIGN DETAILS
DRIVE IN
DRIVE IN22 DOCK DOORS215th STREET WESTNORTH BUILDING±157,820 SFF.F.E=±996.5'INFILTRATIONAREA980
985
990990990
979
981982983984
986987
988989991991991992992992 990 995987
988989
991
992993994 995995995995995996 996995992992992993994
980
985
981
982
983
984
986
987
988
98
9
990
990
990
987
987
988
988
988
989
989
989
991991
991
991
991991
991 9909909879889899919919919919909919929939943' WIDE CURB CUT W/ RIPRAP TO POND (TYP. 8)985985990990990986 986986986987987987987988988988989989989 2.1%2.6%2.3%1.2%
2.7%
2.2%
1.
5
%
3
.
3%
1.8%
2.3%
1.8%
1.9%1
5
.
7
%3:13:13:15:18:11.7%
1.5%
1.5%
1.5%1.5%
1.5%
2.7%
2.2%
2.4%1.5%1.5%1.4%15.6%25.3%2.3%3:142:157:1
59:1 8:133.3%3:127:1
23:
1
36.7%
29.3%
19.1%
20.4%
30
:
1
6:15:12.2%2.5%2.3%2.3%1.8%
1.8%1.3%1.6%
990
990
990
987
987
988
988
988
989
989
989
991991991991
8.3%
8.2%30' WIDE RIPRAPBERM FOR BASINEOF @ ELEV: 988.8'9959929
9
3 9949969961.1%
2.4%3:14:15:1FL=±991.30FL=±991.17FL=±991.36FG=±996.50FL=±995.00FL=±995.46FL=±995.80SW=±996.37TC=±996.30FL=±995.47FL=±995.68FL=±995.69FL=±995.49FL=±996.30FL=±996.30FL=±996.30FL=±996.30FL=±996.30FL=±996.30FL=±996.30FL=±995.99FL=±995.95FL=±996.26FL=±996.30FL=±995.23FL=±995.42FL=±995.46FL=±996.26FL=±996.50FL=±991.79FL=±991.60FL=±991.94FL=±991.67FL=±990.83FG=±996.50SW/TC=±994.33SW=±996.37FG=±996.50TC=±996.30TC=±996.30FG=±995.94FG=±995.94FG=±995.94FG=±995.94SW=±996.37FG=±996.50TC=±996.30FG=±995.94FG=±995.94FG=±995.94FG=±995.94FG=±995.94FG=±995.94FG=±995.94FG=±995.94FG=±995.94TC=±996.30SW=±996.37FG=±996.50SW=±996.37TC=±996.30FL=±995.80TC=±996.30FL=±995.80TC=±996.30TC=±996.30TC=±996.30TC=±996.30TC=±996.30TC=±996.30FL=±995.80FL=±995.80FL=±990.69FL=±991.80FG=±996.50FG=±992.50FL=±991.60FG=±996.50FG=±996.00FG=±996.00FG=±996.50FG=±992.50FG=±996.50FL=±995.37FL=±995.80TC=±996.303.3%3.3%4:15:15:15:13:13:13:1990
986
987
988
989
980
985
990
979
981
982
983
984
986
987
988
989
3:1
3:13:15:16:13:13:1
8:17:1
8:18:13:13:13:1 3:18:18:18:13:13:18:1 13:14:14:13:1
5:18:13:13:18:16:15:18:13:17:111:18:1
3:18:18:1FG=±991.60FG=±991.60FG=±991.609951.7%FL=±994.31FL=±993.38FL=±992.37FL=±992.05FL=±991.91FL=±992.92FL=±994.27FL=±994.06FL=±994.36FL=±990.02FL=±990.02FL=±990.02FL=±990.02FL=±990.06FL=±990.02FL=±990.02FL=±992.54FL=±995.25FL=±994.22FL=±993.33FL=±993.12FL=±994.00FL=±995.12WARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-302 GRADING PLAN SOUTH.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:16:33 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-302GRADING PLANNORTHPROPERTY LINEGRADING LEGENDSETBACK LINEEASEMENT LINEPROPOSED STORM SEWERPROPOSED CATCH BASINPROPOSED MANHOLE1.00%FL=±9XXPROPOSED SPOT ELEVATION(ALL ELEVATIONS ARE TO FLOWLINE UNLESSOTHERWISE NOTED)ME=±9XXTC=±9XXMATCH EXISTING SPOT ELEVATIONTOP OF CURB SPOT ELEVATIONEOF=±9XXEMERGENCY OVERFLOW SPOT ELEVATIONHP=±9XXHIGH POINT SPOT ELEVATIONPROPOSED RIDGE / VALLEY / BREAKLINEPROPOSED SLOPE ARROWEXISTING STORM STRUCTUREEXISTING STORM SEWEREXISTING CONTOURPROPOSED CONTOUR9XXNOTE: SEE C-502 STORM SEWER PLAN FOR STORM SEWERDESIGN DETAILSFG=±9XXFINISHED GRADE SPOT ELEVATIONTW=±9XXTOP OF WALL SPOT ELEVATIONBW=±9XXBOTTOM / TOE OF WALL SPOT ELEVATIONGRADING NOTES1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE LAKEVILLE SPECIFICATIONS AND BUILDING PERMITREQUIREMENTS.2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TOEXCAVATION / CONSTRUCTION FOR UTILITY LOCATIONS.3.CONTRACTOR TO FIELD VERIFY THE LOCATIONS ANDELEVATIONS FOR EXISTING UTILITIES AND TOPOGRAPHICFEATURES PRIOR TO THE START OF SITE GRADING.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECTENGINEER OF ANY DISCREPANCIES OR VARIATIONS.4.SUBGRADE EXCAVATION SHALL BE BACKFILLEDIMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANYSTABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEPSLOPES. WHEN PLACING NEW SURFACE MATERIALADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALLBE BACKFILLED PROMPTLY TO AVOID UNDERMINING OFEXISTING PAVEMENT.5.CONTRACTOR SHALL NOTE EXISTING AREAS OF GROUNDWATER IMPACT AND SOIL VAPOR EXTENT ON PROJECT ALTAPROVIDED BY WENCK ASSOCIATES, INC. DATED 8/23/2017. ATNO TIME SHALL EXCAVATION WITHIN THESE AREAS EXTENDFURTHER THAN IS NECESSARY TO INSTALL THE PROPOSEDBUILDING FOOTINGS, UTILITIES, OR SLAB.6.ALL EXCESS MATERIAL, BITUMINOUS SURFACING,CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, ANDOTHER UNSUITABLE MATERIALS SHALL BECOME THEPROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSEDOF OFF THE CONSTRUCTION SITE.7.REFERENCE C-502 STORM SEWER PLAN FOR STORM SEWERMAIN, LAYOUT, ELEVATIONS, CASTINGS, AND STRUCTURES.8.REFERENCE C-402 UTILITY PLAN FOR SANITARY SEWERMAIN, WATER MAIN, SERVICE LAYOUT, ELEVATIONS,CASTINGS, AND STRUCTURES9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OFPAVEMENTS AND CURB AND GUTTER WITH SMOOTHUNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.10.INSTALL A MINIMUM OF 6" CLASS 5 AGGREGATE BASE UNDERCURB AND GUTTER.11.UPON COMPLETION OF EXCAVATION AND FILLING,CONTRACTOR SHALL RESTORE ALL STREETS ANDDISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALLBE RE-VEGATED WITH A MINIMUM OF 6" OF TOPSOIL.12.PROJECT LIMITS OF DISTURBANCE IS APPROXIMATELY ±23.9AC AT NO TIME SHALL DISTURBED AREA EXCEED 24 ACRE INSIZE.13.ALL SPOT ELEVATIONS / CONTOURS ARE TO FLOWLINE /FINISHED GRADE UNLESS OTHERWISE NOTED.14.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTESINCLUDING CROSSING DRIVEWAYS SHALL CONFORM TOCURRENT ADA STATE/ NATIONAL STANDARDS. SLOPESSHALL NOT EXCEED 5% LONGITUDINALLY OR EXCEED 2%CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDINGDOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALLNOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOTBE MET IN ANY LOCATION.15.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDSLOW POINTS.
217th STREET WESTDO
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DRIVE IN16 DOCK DOORSFUTUREEXPANSION26,000 S.F.217th STREET WESTDO
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DSOUTH BUILDING±104,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'INFILTRATIONAREA990990995992992 992993994996996995992992993993994
9959959959919919929939949969959929939
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9995992993994985985990990990986986987987988989991985985 990990990986 986986986987987987987988988988989989989
8:11.7%
2.7%
2.2%
2.4%1.5%1.5%1.5%1.7%3.1%1.5%2.9%1.5%
1.5%
11:1
11:1
8:1
13:1 50:1
3:1
8:13:12.1%
2.8%2.9%
1.7%
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%3:11.9%42:157:1
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8:133.3%25' WIDE RIPRAPBERM FOR BASINEOF @ ELEV: 988.8'2.9%9929919959929939949961.5%2.0%2.2%2.5%2.3%995996
996
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2.3%2.1%3:1 3:13' WIDE CURB CUT W/ RIPRAP TOPOND (TYP. 5)8.2%FL=±990.83FL=±990.69FL=±991.80FL=±991.16FL=±990.88FG=±996.00FG=±996.50FG=±996.00FG=±993.16FG=±997.00FG=±992.50FG=±996.50FL=±991.08FL=±990.77FL=±991.56FL=±992.08FL=±995.85FL=±996.32FL=±995.95FL=±995.99FL=±995.37FL=±995.47FL=±996.32FL=±995.48FL=±994.16FL=±993.35FL=±992.75FG=±995.94FG=±995.94FG=±995.94FG=±995.95FG=±996.50SW=±996.37FL=±996.30TC=±996.30FL=±995.80TC=±996.30TC=±996.30TC=±996.30TC=±996.30FL=±996.30FL=±996.30FL=±996.30FL=±994.96FL=±995.80FL=±995.54FL=±995.50FL=±995.60FL=±995.24FL=±995.14FL=±995.07FL=±994.56SW=±996.37TC=±996.30FL=±996.51FL=±996.81FL=±991.45FL=±991.26FL=±991.71FL=±992.19FG=±995.94FG=±995.753:16:13:13:128:1
3:18:19:110:15:14:15:13:18:13:14:18:15:13:13:1990
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6:18:1FL=±991.23FL=±991.50FL=±994.28FL=±994.695:1 5:15:1 4:1FG=±992.50FL=±991.60FG=±991.60FG=±991.60FL=±991.608:1
3:1
8:15:13:13:1FL=±994.35FL=±994.68FL=±995.35FL=±995.68FL=±993.39FL=±993.72FL=±992.49FL=±992.05FL=±990.02FL=±990.02FL=±990.02FL=±990.02FL=±990.06FL=±990.02FL=±990.02FL=±989.74FL=±989.74FL=±989.74FL=±989.74FL=±990.96FL=±994.00FL=±994.33FL=±995.57FL=±994.71FL=±992.78FL=±992.10FL=±992.62FL=±994.07FL=±995.40FL=±995.37FL=±995.00FL=±995.37WARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-302 GRADING PLAN SOUTH.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:16:40 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-303GRADING PLANSOUTHPROPERTY LINEGRADING LEGENDSETBACK LINEEASEMENT LINEPROPOSED STORM SEWERPROPOSED CATCH BASINPROPOSED MANHOLE1.00%FL=±9XXPROPOSED SPOT ELEVATION(ALL ELEVATIONS ARE TO FLOWLINE UNLESSOTHERWISE NOTED)ME=±9XXTC=±9XXMATCH EXISTING SPOT ELEVATIONTOP OF CURB SPOT ELEVATIONEOF=±9XXEMERGENCY OVERFLOW SPOT ELEVATIONHP=±9XXHIGH POINT SPOT ELEVATIONPROPOSED RIDGE / VALLEY / BREAKLINEPROPOSED SLOPE ARROWEXISTING STORM STRUCTUREEXISTING STORM SEWEREXISTING CONTOURPROPOSED CONTOUR9XXNOTE:SEE C-503 STORM SEWER PLAN FOR STORM SEWER DESIGNDETAILSSEE C-302 FOR GRADING NOTESFG=±9XXFINISHED GRADE SPOT ELEVATIONTW=±9XXTOP OF WALL SPOT ELEVATIONBW=±9XXBOTTOM / TOE OF WALL SPOT ELEVATION
DRIVE IN
DRIVE IN
DRIVE IN16 DOCK DOORS22 DOCK DOORS13 TRAILER PARKING(FUTURE)25 TRAILER PARKING(FUTURE)FUTURE
EXPANSION
26,000 S.F.217th STREET WESTDO
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DFUTURE AND DEFERRED215th STREET WEST22212513SOUTH BUILDING±104,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'NORTH BUILDING±157,820 SFF.F.E=±996.5'FUTURE AND DEFERREDFUTURE AND DEFERRED19FUTURE AND DEFERRED19
INFILTRATIONAREAINFILTRATIONAREA16HYD HY DHYD
HYDHY DSEE SHEET C-402SEE SHEET C-403855'240'240'855'205,200 SF+/- 13.6 ACRES205,200 S.F.360 PARKING
+/- 12.4 ACRES217th STREET WESTDO
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855'240'240'855'205,200 SFFUTURE BUILDING+/- 13.6 ACRES205,200 S.F.FUTURE BUILDINGJACQUARD AVEFUTURE900'240'240'900'360 PARKING216,000 SFFUTURE BUILDING+/- 11.7 ACRES216,000 SFFUTURE BUILDING+/- 13.8 ACRES200'900'180,000 S.F.FUTURE BUILDING+/- 13.5ACRES360 PARKING
180 PARKING TRAILERS
+/- 12.4 ACRES217th STREET WESTFUTUREDetention77 TRAILERS6.2 ACRES310'1,200'+/- 18.9 ACRES178 AUTO PARKING
63 TRAILER SPACES
800'260'FUTURE BUILDING208,000 SF44 DOCK DOORS OFFICE20,000 SFFUTURE BUILDING372,000 SF+/- 19.54 ACRES266 AUTO PARKING215th STREET WESTWARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 Master Utility Plan.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:17:21 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-401MASTER UTILITY PLANPROPERTY LINEUTILITY LEGENDSETBACK LINEEASEMENT LINEEXISTING SANITARY SEWEREXISTING / PROPOSED STORM SEWEREXISTING SANITARY STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATERMAINEXISTING WATERMAINPROPOSED SANITARY SEWER MANHOLEHYDPROPOSED HYDRANT / VALVEPROPOSED STORM STRUCTURE
DRIVE IN
DRIVE IN22 DOCK DOORS215th STREET WESTNORTH BUILDING±157,820 SFF.F.E=±996.5'INFILTRATIONAREAHYDHY D
HYDHYDMH-3RIM=992.47NE INV=983.62S INV=983.62SANITARY SERVICE NORTH BLDGSW INV=985.2079 LF OF 6" PVC @ 2.00%±15 LF- 6" DIPHYDRANT6" GV & BOX±24 LF- 6" DIP6" GV & BOX10" GV & BOX12"x10" TEE22 1/2° BEND±17 LF- 6" DIPHYDRANT6" GV & BOX(2)- 45° BENDS±217 LF 10" PVC C-900 WATERMAIN±105 LF 8" PVC C-900 WATERMAIN±323 LF 10" PVC C-900 WATERMAIN ±551 LF 10" PVC C-900 WATERMAIN±250 LF 10" PVC C-900 WATERMAIN±85 LF 10" PVC C-900 WATERMAIN(2)- 45° BENDS±327 LF 6" PVC C-900 WATERMAIN±252 LF 10" PVC C-900 WATERMAIN10" TO 6" REDUCER±147 LF 10" PVC C-900 WATERMAIN10" GV & BOX10" TEE±8 LF 10" PVC C-900 WATERMAIN12.1'6"x10" TEE10"x10" TEE±10 LF 10" PVC C-900WATERMAIN6"x10" TEE±20 LF- 6" DIPHYDRANT6" GV & BOX8"x10" TEE6"x10" TEE8" GV AND BOX±249 LF 6" PVC C-900 WATERMAIN(2)- 45° BENDS10" GV & BOX10" GV & BOX10" GV & BOX(2)- 45° BENDSENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-403 UTILITY PLAN SOUTH.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:18:09 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-402UTILITY PLAN NORTHPROPERTY LINEUTILITY LEGENDSETBACK LINEEASEMENT LINEEXISTING SANITARY SEWEREXISTING / PROPOSED STORM SEWEREXISTING SANITARY STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATERMAINEXISTING WATERMAINPROPOSED SANITARY SEWER MANHOLEHYD
PROPOSED HYDRANT / VALVENOTE: SEE SHEET C-403 FOR UTILITY NOTES
DRIVE IN16 DOCK DOORSFUTUREEXPANSION26,000 S.F.217th STREET WESTDO
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DSOUTH BUILDING±104,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'INFILTRATIONAREAHYDHY D217th STREET WESTDO
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DSANITARY MAIN CONNECTIONN INV=977.24MH-1RIM=996.01N INV=977.84NE INV=979.25S INV=977.84EX MH-5NE INV=986.12SANITARY SERVICE SOUTH BLDGSW INV=989.00S INV=983.62289 LF OF 8" PVC @ 1.00%60 LF OF 8" PVC @ 1.00%10" GV & BOXCONNECT TO EXISTING 10" WM STUB±217 LF 10" PVC C-900 WATERMAIN±601 LF 10" PVC C-900 WATERMAINMH-2RIM=992.90N INV=980.73E INV=981.00S INV=980.73289 LF OF 8" PVC @ 1.00%±46 LF 10" PVC C-900 WATERMAIN10"x6" TEE10" GV & BOX10" GV & BOX10" TEE12.1'12.1'12.1'12.1'144
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%±37 LF- 6" DIPHYDRANT6" GV & BOX±203 LF 10" PVC C-900 WATERMAIN±10 LF 10" PVC C-900WATERMAIN±20 LF- 6" DIPHYDRANT6" GV & BOX8"x10" TEE10" GV & BOX20 LF OF 6" PVC @ 2.00%STUB FOR FUTURE EXPANSION18 LF OF 6" PVC @ 2.00%STUB FOR FUTURE EXPANSIONENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-403 UTILITY PLAN SOUTH.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:18:11 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-403UTILITY PLAN SOUTHPROPERTY LINEUTILITY LEGENDSETBACK LINEEASEMENT LINEEXISTING SANITARY SEWEREXISTING / PROPOSED STORMSEWEREXISTING SANITARY STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATERMAINEXISTING WATERMAINPROPOSED SANITARY SEWERMANHOLEHYDPROPOSED HYDRANT / VALVEUTILITY NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFOREINSTALLATION OF PROPOSED UTILITIES.2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:2.1.8" PVC SDR35 PER ASTM D3034, PIPES LESS THAN 18' DEEP2.2.8" PVC SDR26 PER ASTM D3034, PIPES GREATER THAN 18' DEEP2.3.6" AND SMALLER PVC SCHEDULE 403.WATER LINES SHALL BE AS FOLLOWS:3.1.6" AND LARGER PVC AWWA C-900 PER ASTM D22413.2.HYDRANT LEADS SHALL BE DIP CLASS 52 PER AWWA C1503.3.3.3.SMALLER THAN 6" COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC 200P.S.I. PER ASTM D1784 AND D22414.DUCTILE IRON PIPE SHALL BE ENCASED WITH A POLYETHYLENE FILMCONFORMING TO ASTM D1248-889.5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKINGAS CALLED OUT IN DETAILS.6.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6" COVER ON ALLWATERLINES.7.ALL UTILITIES SHOULD BE KEPT TEN FEET (10') APART (PARALLEL) OR WHENCROSSING 24" VERTICAL SEPARATION CLEARANCE (OUTSIDE EDGE OF PIPETO OUTSIDE EDGE OF PIPE).8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARYLINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THESANITARY LINE SHALL BE SCH. 40 OR C900 AS ALLOWED BY CODE WITHMECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THEWATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUSTBLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" OF CLEARANCE.MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS50).9.ALL CONCRETE ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIONSTRENGTH AT 3000 P.S.I.10.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVEDPRIOR TO BACKFILLING.11.TOPS OF EXISTING MANHOLES SHALL BE SET FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE FLUSH WITH FINISHED GROUNDELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS.12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OFANY NEW LINES.13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OFTHE LOCAL AUTHORITIES OF THE CITY OF LAKEVILLE WITH REGARDS TOMATERIALS AND INSTALLATION OF ALL UTILITIES.15.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALLTHE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST THE EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ONTHE PLANS.16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FORINSTALLATION REQUIREMENTS AND SPECIFICATIONS.18.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARELOCATED IN THE INTERIOR OF THE BUILDING. REFERENCE ARCHITECTURALAND MEP PLANS.19.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITHTHRUST BLOCKING.20.ENSURE TRACER WIRE IS INSTALLED IN ACCORDANCE WITH CITY / STATESTANDARDS.21.PROVIDE HYDRANT EXTENSIONS AND/OR GATE VALVE NUT EXTENSIONS IFWATERMAIN IS DEEPER THAN 7.5'.22.ALL UTILITY INSTALLATION SHALL BE CONDUCTED IN CONFORMANCE WITH MNPLUMBING CODE (MN RULES CHAPTER 4714)23.ALL PIPE, JOINTS AND MANHOLES SUPPLIED ON SITE DEVELOPMENT MUST BECONSTRUCTED WITH CODE APPROVED MATERIALS IN ACCORDANCE WITH MNRULES CHAPTER 4714.24.ALL STORM SEWER JOINTS MUST BE CERTIFIED BY THE MANUFACTURER TOBE ABLE TO PASS THE AIR TEST OR AN INTERNAL HYDROSTATIC PRESSUREOF TEN POUNDS PER SQUARE INCH FOR TEN MINUTES WITH NO LEAKAGE.25.ALL PORTIONS OF THE STORM SEWER SYSTEM WHICH PASS WITHIN 10 FT OFA WATER SERVICE LINE AND/OR WITHIN 10' OF A BUILDING SHALL BE JOB SITEPRESSURE TESTED IN ACCORDANCE WITH PLUMBING CODE STANDARDS ASSPECIFIED IN PART 4714.1109.26.THE WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITH THE MOSTCURRENT EDITION OF THE CEAM SPECIFICATIONS. DISINFECTION OF THEWATER SYSTEM SHALL MEET THE REQUIREMENTS OF CEAM AND MNPLUMBING CODE SECTION 609.9, AND MINNESOTA DEPARTMENT OF HEALTH.27.ALL WATERMAIN JOINTS MUST UTILIZE APPROVED INSERT FITTINGS WITHSTAINLESS STEEL CLAMPS. TRACER WIRE SHALL BE UL LISTED FOR USE INDIRECT BURIAL APPLICATION. TRACER WIRE SHALL BE A MINIMUMACCESSIBLE BLUE 18 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPEMEETING ASTM D 1248, WITH DESIGNATION ON THE OUTSIDE OF THE WIRECASING. TRACER WIRE SHALL BE INSTALLED ON ALL MAINLINE PIPES,LATERALS, AND SERVICES WITH VERTICAL RISER TO THE SURFACE. TRACERWIRE SHOULD BE CONNECTED TO THE RISERS.28.A FLEXIBLE COMPRESSION JOINT MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO ALL MANHOLES IN ACCORDANCE WITH MINNESOTA RULES,CH. 4714, SEC. 719.6. RESILIENT RUBBER JOINTS MAY BE USED IF APPROVEDBY AGENCY HAVING JURISDICTION.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.CALL BEFORE YOU DIGTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166
DRIVE IN
DRIVE IN
DRIVE IN16 DOCK DOORS22 DOCK DOORSFUTURE
EXPANSION
26,000 S.F.217th STREET WESTDO
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+/- 12.4 ACRES217th STREET WESTDO
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855'240'240'855'205,200 SFFUTURE BUILDING+/- 13.6 ACRES205,200 S.F.FUTURE BUILDINGJACQUARD AVEFUTURE900'240'240'900'360 PARKING216,000 SFFUTURE BUILDING+/- 11.7 ACRES216,000 SFFUTURE BUILDING+/- 13.8 ACRES200'900'180,000 S.F.FUTURE BUILDING+/- 13.5ACRES360 PARKING
180 PARKING TRAILERS
+/- 12.4 ACRES217th STREET WESTFUTUREDetention77 TRAILERS6.2 ACRES310'1,200'+/- 18.9 ACRES178 AUTO PARKING
63 TRAILER SPACES
800'260'FUTURE BUILDING208,000 SF44 DOCK DOORS OFFICE20,000 SFFUTURE BUILDING372,000 SF+/- 19.54 ACRES266 AUTO PARKING215th STREET WESTWARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 Master Storm Plan.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:18:59 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-501MASTER STORM PLANPROPERTY LINESTORM SEWER LEGENDSETBACK LINEEASEMENT LINEPROPOSED STORM SEWERPROPOSED CATCH BASINPROPOSED MANHOLEEXISTING STORM STRUCTUREEXISTING STORM SEWEREXISTING CONTOURPROPOSED CONTOUR9XXPROPOSED DRAINTILE
DRIVE IN
DRIVE IN22 DOCK DOORS25 TRAILER PARKING(FUTURE)215th STREET WEST25NORTH BUILDING±157,820 SFF.F.E=±996.5'FUTURE AND DEFERREDFUTURE AND DEFERRED19INFILTRATIONAREA16CBMH-4RIM=994.06W INV=989.45S INV=989.45E INV=989.45CBMH-3RIM=994.36W INV=988.35S INV=988.35E INV=988.35CBMH-5RIM=994.27S INV=990.41E INV=990.41RD-3N INV=991.18FES-4W/ RIPRAPN INV=987.00RD-2N INV=990.22FES-1W/ RIPRAPNW INV=987.00RD-1N INV=989.12RD-5S INV=988.41RD-4S INV=988.91240 LF OF 18" HDPE @ 0.40%274 LF OF 24" HDPE @ 0.40%77 LF OF 12" HDPE @ 1.00%77 LF OF 12" HDPE @ 1.00%77 LF OF 12" HDPE @ 1.00%141 LF OF 12" RCP @ 1.00%191 LF OF 12" RCP @ 1.00%191 LF OF 12" RCP @ 1.00%RD-8S INV=988.91CBMH-2RIM=996.19W INV=987.62S INV=987.62HYDHY D
HYDHYD114 LF OF 30" HDPE @ 0.40%182 LF OF 30" HDPE @ 0.40%CBMH-1RIM=994.00N INV=987.16SE INV=987.1639 LF OF 30" HDPE @ 0.40%ENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMWARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-502 Storm Plan.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:19:42 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-502STORM PLAN NORTHPROPERTY LINESTORM SEWER LEGENDSETBACK LINEEASEMENT LINEPROPOSED STORM SEWERPROPOSED CATCH BASINPROPOSED MANHOLEEXISTING STORM STRUCTUREEXISTING STORM SEWERPROPOSED DRAINTILESEE SHEET C-503 FOR STORM SEWER NOTESSTRUCTURE TABLESTRUCTURESIZECBMH - 1CASTINGNEENAH R-3067-VCBMH - 2CBMH - 3CBMH - 448" ØNEENAH R-3067-VNEENAH R-3067-VNEENAH R-3067-V48" ØCBMH - 5NEENAH R-3067-V48" Ø48" Ø48" ØCBMH - 6NEENAH R-3067-V48" ØCBMH - 7NEENAH R-3067-V48" ØCBMH - 8NEENAH R-3067-V48" Ø
DRIVE IN16 DOCK DOORS13 TRAILER PARKING(FUTURE)25 TRAILER PARKING(FUTURE)FUTUREEXPANSION26,000 S.F.217th STREET WESTDO
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DFUTURE AND DEFERRED22212513SOUTH BUILDING±104,192 SFF.F.E.=±996.5'RETENTION PONDNWL: 987.0'100-YR HWL: ±990.92'FUTURE AND DEFERREDFUTURE AND DEFERRED19FUTURE AND DEFERRED19
INFILTRATIONAREA16217th STREET WESTDO
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DFUT CBMH-XRIM=993.19E INV=990.48CBMH-8RIM=993.82N INV=990.19W INV=990.19E INV=990.19CBMH-7RIM=994.33W INV=989.44N INV=989.44NE INV=989.44CBMH-6RIM=994.92SW INV=988.82N INV=988.82RD-10S INV=990.96FES-7W/ RIPRAPS INV=987.00FES-4W/ RIPRAPN INV=987.00FES-2W/ RIPRAPN INV=987.00FES-5W/ RIPRAPS INV=987.00FES-6W/ RIPRAPS INV=987.00RD-9S INV=990.21RD-7N INV=988.41RD-6N INV=988.41191 LF OF 12" RCP @ 1.00%141 LF OF 12" RCP @ 1.00%141 LF OF 12" RCP @ 1.00%77 LF OF 12" HDPE @ 1.00%187 LF OF 24" HDPE @ 0.40%154 LF OF 24" HDPE @ 0.40%77 LF OF 12" HDPE @ 1.00%146 LF OF 18" HDPE @ 0.20%STUB 18" RCP 20' LF FORFUTURE CONNECTIONFES-11E INV=992.9579 LF OF 15" RCP @ 0.57%FES-10W INV=992.50FES-9E INV=990.0060 LF OF 15" RCP @ 0.50%FES-8W INV=989.70FES-3W/ RIPRAPN INV=987.00191 LF OF 12" RCP @ 1.00%HYDHY D373 LF OF 30" HDPE @ 0.49%ENSURE 24" VERTICALSEPARATION MINIMUMENSURE 24" VERTICALSEPARATION MINIMUMWARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-502 Storm Plan.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:19:44 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-503STORM PLAN SOUTHPROPERTY LINESTORM SEWER LEGENDSETBACK LINEEASEMENT LINEPROPOSED STORM SEWERPROPOSED CATCH BASINPROPOSED MANHOLEEXISTING STORM STRUCTUREEXISTING STORM SEWERPROPOSED DRAINTILESTORM SEWER NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFOREINSTALLATION OF PROPOSED UTILITIES.2.STORM SEWER PIPE SHALL BE HDPE OR RCP.3.ALL CATCH BASIN STRUCTURES SHALL BE CONSTRUCTED SO THAT THECASTING IS INSTALLED INTEGRALLY WITH THE CONCRETE CURB ANDGUTTER.4.CONTRACTOR TO PROVIDE 3" INSULATION BY 4'x8' CENTERED ON STORMPIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3'OF COVER IN LANDSCAPE AREAS.5.ALL UTILITIES SHOULD BE KEPT TEN FEET (10') APART (PARALLEL) ORWHEN CROSSING 24" VERTICAL SEPARATION CLEARANCE (OUTSIDE EDGEOF PIPE TO OUTSIDE EDGE OF PIPE).6.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVEDPRIOR TO BACKFILLING.7.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATIONOF ANY NEW LINES.8.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.9.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BEFLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE FLUSH WITHFINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHTLIDS.10.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONSOF THE LOCAL AUTHORITIES OF THE CITY OF LAKEVILLE WITH REGARDSTO MATERIALS AND INSTALLATION OF ALL UTILITIES.11.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASEDON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHEREPOSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ISNOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES ATLEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST THE EXACTFIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICTWITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.12.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONSAND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICECOMPANIES.13.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FORINSTALLATION REQUIREMENTS AND SPECIFICATIONS.14.ALL STORM SEWER SHALL BE INSTALLED IN ACCORDANCE WITHMINNESOTA PLUMBING CODE.15.ALL PORTIONS OF THE STORM SEWER LOCATED WITHIN 10 FEET OF THEBUILDING OR WATER SERVICE LINES MUST BE TESTED IN ACCORDANCEWITH MN RULES CHAPTER 4714, SECTION 1109.16.PIPE TO MANHOLE CONNECTIONS SHALL BE INSTALLED IN ACCORDANCEWITH MN RULES CHAPTER 4714, SECTION 719.6.15.REINFORCED CONCRETE PIPE TO MANHOLE CONNECTIONS SHALL BEINSTALLED WITH RESILIENT RUBBER CONNECTORS MEETING ASTM C923.16.REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76.17.SUBSOIL DRAINS SHALL COMPLY WITH MN RULES CHAPTER 4714,SECTION 1102.5.STRUCTURE TABLESTRUCTURESIZECBMH - 1CASTINGNEENAH R-3067-VCBMH - 2CBMH - 3CBMH - 448" ØNEENAH R-3067-VNEENAH R-3067-VNEENAH R-3067-V48" ØCBMH - 5NEENAH R-3067-V48" Ø48" Ø48" ØCBMH - 6NEENAH R-3067-V48" ØCBMH - 7NEENAH R-3067-V48" ØCBMH - 8NEENAH R-3067-V48" Ø
SEE SHEET #####SEE SHEET C-203WARNING: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.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:5024-0022M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\C-201 DEMO & EC PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:JUNE 20181ISSUE NO.:
06/18/2018 CITY SUBMITTAL 1SHEET NO.:SHEET TITLE:6/18/2018 12:14:16 PM
INTERSTATE SOUTH
LOGISTICS PARK
SW CORNER OF 215TH ST WEST & DODD BLVD
PROJECT TITLE:1800 PIONEER CREEK CENTERP.O. BOX 249MAPLE PLAIN, MN 55359PHONE: 763-479-4200WWW.WENCK.COMJRACHK'D BY:MJSAPP'D BY:JTWCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 55391C-201MASTER DEMOLITION &EROSION CONTROLPLANEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPERTY LINESILT FENCEINLET PROTECTIONEASEMENT LINEDEMOLITION & EROSION CONTROLLEGENDLIMITS OF CONSTRUCTIONTREE PROTECTION (MAY USE SILT FENCE ASNECESSARY)TEMPORARY DIVERSION DITCHTEMPORARY SEDIMENT TRAP DISCHARGE
13 TRAILER PARKING
(FUTURE)
25 TRAILER PARKING
(FUTURE)FUTUREEXPANSION26,000 S.F.217th STREET WEST DODD BOULEVARDFUTURE AND DEFERRED
215th STREET WEST
22
31
33
21
25
13
87
78
SOUTH BUILDING
±104,192 SF
F.F.E.=±996.5'
NORTH BUILDING
±157,820 SF
F.F.E=±996.5'
FUTURE AND DEFERRED FUTURE AND DEFERRED19
FUTURE AND DEFERRED19
16
TREES 1-5
TREES 6-7
TREES 8-18
TREES 20-23
TREES 61-66 TREES 24-59
TREE 60
DWN BY:
ISSUE DATE:
PROJECT NO.:5024-0022
M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\L-100 Tree Preservation Plan.dwgDESCRIPTION:DATE:ISSUE NO.:
JUNE 2018
1ISSUE NO.:06/18/2018CITY SUBMITTAL1SHEET NO.:
SHEET TITLE:6/18/2018 12:20:52 PMINTERSTATE SOUTHLOGISTICS PARKSW CORNER OF 215TH ST WEST & DODD BLVDPROJECT TITLE:1800 PIONEER CREEK CENTER
P.O. BOX 249
MAPLE PLAIN, MN 55359
PHONE: 763-479-4200
WWW.WENCK.COM
SJB
CHK'D BY:
KWP
APP'D BY:
KWP
CERTIFICATION:
294 GROVE LANE, SUITE 140
WAYZATA, MN 553591
13 TRAILER PARKING
(FUTURE)
25 TRAILER PARKING
(FUTURE)
217th STREET WEST DODD BOULEVARDFUTURE AND DEFERRED
215th STREET WEST
22
31
33
21
25
13
87
78
SOUTH BUILDING
±104,192 SF
F.F.E.=±996.5'
NORTH BUILDING
±157,820 SF
F.F.E=±996.5'
FUTURE AND DEFERRED FUTURE AND DEFERRED19
FUTURE AND DEFERRED19
16
Qb
(2) Ma (2) Sr (2) Ma (2) Sr (2) Ma (2) Sr (2) Ma (2) Sr (2) Ma (2) Sr
(21) Dl (43) Dl(9) Am (9) Am (21) Dl
MaMa
(2) Sr
Cl
(3) Cl
Cl
Cl
Qb QbCl
Cl
(2) Ma (2) Sr(2) Sr (2) Ma
LIMITS OF IRRIGATION
NATIVE GRASS
NATIVE GRASS
NATIVE GRASS
TURF GRASS SEED RIGHT OF WAY
(29) Dl (9) Am (43) Dl (9) Am (29) Dl
SOD
Ac
NATIVE GRASS BUFFER
(3) Ak
Ac
Ac
Ac
Ac
Ac
Ac
(3) Ak
(3) Ak
(3) Ak
(3) Ak
(3) Ak
(18) Ca
Ma
Ma
Ma
Ma
Ma
Ma
(18) Ca
(18) Ca
(18) Ca
(18) Ca
(18) Ca
(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca(5) Ca
(5) Ca
(5) Ca (6) Ca
(7) Ca (7) Ca
(10) Ca
MAINTENANCE STRIP
DETAIL 4/L-102
MAINTENANCE STRIP
DETAIL 4/L-102
(42) Ep
ROCK MULCH
MONUMENT SIGN BY OTHERS
EDGE RESTRAINT BETWEEN BED
AND TURF SHALL BE BLACK
COMMERCIAL GRADE LANDSCAPE
EDGING BY COL-MET
(15) Tof
(42) Ep
ROCK MULCH
MONUMENT SIGN BY OTHERS
EDGE RESTRAINT BETWEEN BED
AND TURF SHALL BE BLACK
COMMERCIAL GRADE LANDSCAPE
EDGING BY COL-MET
(15) Tof NATIVE GRASS BUFFERMAINTENANCE STRIP
DETAIL 4/L-102
MAINTENANCE STRIP
DETAIL 4/L-102
DWN BY:
ISSUE DATE:
PROJECT NO.:5024-0022
M:\5024\0022 Interstate South Logistics Park - Lakeville Industrial\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 Landscape Plan.dwgDESCRIPTION:DATE:ISSUE NO.:
JUNE 2018
1ISSUE NO.:06/18/2018CITY SUBMITTAL1SHEET NO.:
SHEET TITLE:6/18/2018 12:21:32 PMINTERSTATE SOUTHLOGISTICS PARKSW CORNER OF 215TH ST WEST & DODD BLVDPROJECT TITLE:1800 PIONEER CREEK CENTER
P.O. BOX 249
MAPLE PLAIN, MN 55359
PHONE: 763-479-4200
WWW.WENCK.COM
SJB
CHK'D BY:
KWP
APP'D BY:
KWP
CERTIFICATION:
294 GROVE LANE, SUITE 140
WAYZATA, MN 553591
PROPERTY LINE
LANDSCAPE LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED DECIDUOUS TREE
PROPOSED ORNAMENTAL TREE
PROPOSED MN NATIVE SEED MIX 33-262
DRY SWALE/POND
SOD - IRRIGATED
COMMERCIAL TURF SEED IRRIGATED - MNDOT 25-131
APPLICATION RATE: 220 LBS/ACRE
MULCH: MNDOT TYPE 1
PROPOSED ORNAMENTAL TREE
11-21-9: REQUIRED SCREENING & LANDSCAPING
·B. - LANDSCAPING: REQUIRED LANDSCAPING FOR NEW RESIDENTIAL SUBDIVISIONS AND COMMERCIAL,
INDUSTRIAL, OR INSTITUTIONAL USES SHALL INCLUDE PLANTINGS AT THE PROPERTY PERIMETER, OFF STREET
PARKING PERIMETER LANDSCAPING AND INTERIOR LANDSCAPE PLANTINGS AS WELL AS REQUIRED RESIDENTIAL
BUFFER OR TRANSITIONAL BUFFER ZONE PLANTINGS.
·C.4.e - PROPERTIES DEVELOPED AFTER MAY 17, 2010...ALL COMMERCIAL, INDUSTRIAL OR INSTITUTIONAL USES
SHALL PROVIDE AND EXTERIOR IRRIGATION SYSTEM WITHIN THE PROPERTY WHERE NECESSARY TO ENSURE
THAT ALL TURF GRASS, GROUND COVER, OF CULTIVATED VEGETATION, GARDEN, HEDGE, TREES AND SHRUBBERY
MAINTENANCE CAN BE ACCOMPLISHED.
·D.1.b - OFF STREET PARKING AREAS: FOR ALL COMMERCIAL AND INSTITUTIONAL USES, AND FOR THOSE
INDUSTRIAL USES ABUTTING A MAJOR COLLECTOR OR ARTERIAL STREET, A CONTINUOUS OPAQUE BARRIER WITH
A MAXIMUM HEIGHT OF THIRTY SIX INCHES SHALL BE PROVIDED ALONG THE PERIMETER ABUTTING PUBLIC
RIGHT-OF-WAY AND RESIDENTIALLY ZONED PROPERTIES THAT CONSISTS OF PLANTINGS, HEDGES, DECORATIVE,
OR ORNAMENTAL FENCES, WALLS OR EARTH BERMS OR ANY COMBINATION THEREOF.
INTERSTATE SOUTHLOGISTICS PARKDesignerAMDate6/4/2018ScaleAs NotedDrawing No.Summary1 of 1ScheduleSymbol Label Quantity Manufacturer Catalog Number DescriptionLampNumberLampsFilename Lumens Per Lamp Light Loss Factor WattageAW29 Lithonia Lighting DSX1 LED P8 40K T4M MVOLT DSX1 LED P8 40K T4M MVOLT LED1 DSX1_LED_P8_40K_T4M_MVOLT.ies23740 0.9 207BB10 Lithonia Lighting DSX2 LED P8 40K T4M MVOLT DSX2 LED P8 40K T4M MVOLT LED1 DSX2_LED_P8_40K_T4M_MVOLT.ies48144 0.9 431BB23 Lithonia Lighting DSX2 LED P8 40K T4M MVOLT DSX2 LED P8 40K T4M MVOLT LED1 DSX2_LED_P8_40K_T4M_MVOLT.ies48144 0.9 862CC14 Lithonia Lighting DSX1 LED P8 40K T2M MVOLT DSX1 LED P8 40K T2M MVOLT LED1 DSX1_LED_P8_40K_T2M_MVOLT.ies24201 0.9 207StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinArea @ grade 0.7 fc 10.0 fc 0.0 fc N/A N/ANote1. Davis and Associates, Inc does not assume responsibility for theinterpretation of this calculation, or compliance to local or state lightingcodesand ordinances.2. All readings/calculations are shown @ grade.3. Fixtures are bldg mounted 23' A.F.F Poles are 30' onn a 3' 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0AW-1AW-2AW-3AW-4AW-5AW-6AW-7AW-8AW-9AW-10AW-11AW-12AW-13AW-14AW-15AW-16AW-17AW-18BB2-1BB2-2BB2-3AW-19AW-20AW-21AW-22AW-23AW-24AW-25CC1-1CC1-2CC1-3AW-26AW-27AW-28AW-29CC1-4
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
July 12, 2018
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: INTERSTATE SOUTH LOGISTICS PARK
The Dakota County Plat Commission met on July 9, 2018, to consider the preliminary plat of the above
referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 70 (215th St. W.), and is therefore
subject to the Dakota County Contiguous Plat Ordinance.
The right-of-way needs for a four lane divided roadway along CSAH 70 are 75 feet of half right-of- way. No
additional right-of-way is required along CSAH 70. However, the Plat Commission discussed the potential
challenges/issues that will be faced in the future reconstruction of CSAH 70 into a four-lane divided roadway.
A typical four-lane divided roadway section includes trails on both sides of the roadway and the challenges
include the existing large power poles and unknown future alignment of CSAH 70. The future right-of-way
alignment of CSAH 70 will need to be moved southerly due to the existing frontage road to the northeast.
To accommodate the future right-of-way needs along CSAH 70, the Plat Commission is recommending a 10-
foot Trail, Drainage, Utility and Wall Easement to the County be granted outside of the existing right-of- way
(along the north line of Outlot A and Lot 1). This easement would allow for the construction of a future trail.
Dakota County will provide the proposed language for the Trail, Drainage, Utility and Wall Easement. It is
noted that when a trail or wall is required in the future within the easement area, the costs for constructing
the trail/wall will be part of the County highway expansion project and not the owner’s responsibility.
Restricted access should be shown on CSAH 70 along all of Lot 1. However, restricted access will not be
required along Outlot A at this time. Access locations will be discussed with replatting of Outlot A in the
future.
The right-of-way needs for a 2-lane rural/3-lane roadway along CSAH 9 are 60 feet of half right of way, which
is shown on the plat. Restricted access should be shown on CSAH 9 along all of Lot 1 and Lot 2. However,
restricted access will not be required along Outlot A at this time. Access locations will be discussed with
replatting of Outlot A in the future.
The Plat Commission has approved the preliminary plat provided that the described conditions are met, and
reviewed the final plat and recommends approval to the County Board of Commissioners provided that the
described conditions are met.
Traffic volumes on CSAH 9 and CSAH 70 are 5,000 ADT and 10,100 ADT, respectively, and are anticipated to
be 11,000 and 17,000 ADT by the year 2030.
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:
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: July 25, 2018
Subject: Interstate South Logistics Park
• Preliminary Plat Review
• Site Plan Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
• Tree Preservation Plan
BBAACCKKGGRROOUUNNDD
Scannell Properties has submitted a preliminary plat named Interstate South Logistics Park
and plans to construct two manufacturing buildings and parking improvements. The
proposed development is located west of and adjacent to Dodd Boulevard (CSAH 9) and
south of and adjacent to 215th Street (CSAH 70). The parent parcels are two metes and bounds
parcels zoned I-1, Light Industrial District (PID No. 220310075010 and 220320050010).
The preliminary plat consists of two lots within one block and one outlot on 175.79 acres. The
Developer is dedicating 14.09 acres as Dodd Boulevard (CSAH 9) and 215th Street (CSAH 70)
right-of-way.
The outlot created with the preliminary plat shall have the following use:
Outlot A (139.71 acres): Future development; to be retained by the Developer
IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK –– PPRREELLIIMMIINNAARRYY PPLLAATT
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The proposed development will be completed by:
Developer: Scannell Properties
Engineer/Surveyor: Wenck
SSIITTEE CCOONNDDIITTIIOONNSS
The Interstate South Logistics Park site is undeveloped cultivated agricultural land. A
homestead and outbuildings were located on the property adjacent to Dodd Boulevard
(CSAH 9) at 217th Street. These buildings were removed in 2012. Three wetlands have been
identified within the parent parcels. The land generally slopes from the west to the east.
EEAASSEEMMEENNTT VVAACCAATTIIOONN
Several easements for communication, gas pipeline, transmission line, highway, and utility
purposes exist across the parent parcels. The private easements that impact the development
improvements must be vacated prior to recording the final plat.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
Dodd Boulevard (CSAH 9)
Interstate South Logistics Park is located west of and adjacent to Dodd Boulevard, a minor
arterial county highway, as identified in the City’s Transportation Plan. The Dakota County
Plat Commission reviewed the proposed development at its July 9, 2018 meeting and
recommended approval. The current Dakota County Plat Review Needs Map identifies Dodd
Boulevard as a 2-lane rural/3-lane roadway with a half right-of-way requirement of 60-feet
adjacent to the plat. The Developer is dedicating the necessary right-of-way for Dodd
Boulevard as shown on the preliminary plat.
The Future Upgrade Fee for Dodd Boulevard has not been collected and will be required to
be paid with the final plat, at the rate in effect at the time of final plat.
The Developer is required to coordinate with Dakota County to determine the extent of
improvements that will be required along Dodd Boulevard. The plan for any County road
improvements must be approved by Dakota County, and a permit for the work within the
right-of-way must be obtained from the County.
215th Street (CSAH 70)
Interstate South Logistics Park is located south of and adjacent to 215th Street, a high-density
minor arterial roadway as identified in the City’s Comprehensive Transportation Plan. The
Dakota County Plat Commission reviewed the proposed development at its July 9, 2018
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.
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Dakota County and the City plan to reconstruct 215th Street to a four-lane divided roadway in
2020 adjacent to the plat. To accommodate the future right-of-way and construction needs
along 215th Street, the Developer shall deed to Dakota County a 10-ft wide trail, drainage,
utility, and wall easement outside of the right-of-way along Lot 1, Block 1 and Outlot A. The
easement will be required to be dedicated prior to recording the final plat.
Dakota County controls the right-of-way requirements and access locations along 215th
Street.
Jacquard Avenue
Future development of Outlot A shall include the right of way dedication for and extension of
Jacquard Avenue south of 215th Street. Jacquard Avenue is identified as a major collector in
the City’s Comprehensive Transportation Plan.
Development of the property west of and adjacent to the parent parcels, as well as Outlot A
will require the construction of Jacquard Avenue to provide access to 215th Street. To allow for
the necessary access for the properties, the Developer shall grant to the City a temporary
roadway easement for Jacquard Avenue prior to recording the final plat. The details of the
easement requirements will be reviewed prior to City Council consideration of the final plat.
The Developer is required to coordinate with Dakota County to determine the extent of
improvements that will be required along 215th Street for this intersection.
217th Street
217th Street will be constructed and extended through Interstate South Logistics Park. 217th
Street is a minor collector roadway as identified in the City’s Transportation Plan and will be
constructed as a rural section roadway 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. There are dedicated right and left turn lanes at the intersection with
Dodd Boulevard.
A temporary cul-de-sac on 217th Street shall be constructed within a temporary easement on
Outlot A. An escrow for future removal of the temporary cul-de-sac will be required with the
final plat.
Future development of Outlot A will include extension of 217th Street through Interstate
South Logistics Park to an intersection with the future extension of Jacquard Avenue. The
City’s Transportation Plan indicates that 217th Street will ultimately extend west to Kenrick
Avenue (CSAH 5).
SITE PLAN
A Preliminary Site Plan was submitted for Lots 1 and 2, Block 1, Interstate South Logistics Park.
The Site Plan includes construction of 157,820 SF manufacturing, warehouse, and office
building on Lot 1, Block 1 and a 130,192 square foot manufacturing, warehouse, and office
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building on Lot 2, Block 1. Access to the site will be provided by two private driveways
connecting to 217th Street.
Private parking areas and drive aisles are proposed connecting the two lots. A private access
easement will be required prior to recording the final plat for the private roadway across
multiple properties.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction shall from
Dodd Boulevard at the proposed intersection of 217th Street and at the proposed private
access to Dodd Boulevard. The Developer is required to coordinate accesses to Dodd
Boulevard with Dakota County.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
The Park Dedication Fee has not been collected on the parent parcels 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 and west side of Dodd
Boulevard adjacent to the Interstate South Logistics Park. The Developer shall provide an
escrow for 5/8th of the trail costs adjacent to each development within Interstate South
Logistics Park with the final plat.
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Interstate South Logistics Park is located within sub-district SC-10180 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.
The Developer proposes to extend sanitary sewer from the MCES interceptor to the site and
then along 217th Street to the west property boundary. The diameter of the required sanitary
sewer is under review by the City’s consultant to determine the required improvements to be
constructed by the Developer. The design of the sanitary sewer will be completed prior to
City Council consideration of the final plat.
Private sanitary sewer service will be extended from the sanitary sewer for development
within Lots 1 and 2, Block 1, Interstate South Logistics Park. A private utility access easement
shall be established prior to recording the final plat over the private sanitary sewer that
extends across multiple properties.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must
be paid with the final plat.
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WWAATTEERRMMAAIINN
Development of Interstate South Logistics Park includes the extension of public watermain.
Consistent with the City’s Water Plan, the Developer shall extend 12-inch watermain from the
NW corner of Dodd Boulevard and 215th Street within the City’s Normal Pressure Zone. The
12-inchw watermain will be extended within the subdivision along 217th Street and shall be
looped in the future to the existing watermain along Jacquard Avenue.
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
Interstate South Logistics Park is located within subdistrict SC-7, SC-9A, SC-19, and SC-20 of
the South Creek District of the City’s Comprehensive Water Resources Management Plan.
The Interstate South Logistics Park AUAR (prepared by Sambatek in 2015) identified
infiltration and ponding areas for the AUAR as a whole. Development of Interstate South
Logistics Park includes the construction of privately owned and maintained infiltration basins,
consistent with the AUAR. The private infiltration basins will be located on Lots 1 and 2, Block
1 and will treat runoff generated from the proposed subdivision. The Developer shall sign a
private maintenance agreement for the infiltration basin and dedicate a maintenance
easement over the basin area prior to City Council consideration of the final plat. The
stormwater management design is consistent with City requirements.
Following completion of the site improvements and restoration, the Developer shall conduct
two double ring infiltrometer tests in the location of the infiltration basins 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.
Interstate South Logistics Park contains more than one acre of site disturbance. A National
Pollution Discharge Elimination System General Stormwater Permit for construction activity is
required from the Minnesota Pollution Control Agency for areas exceeding one acre being
disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be
submitted to the City upon receipt from the MPCA.
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SSTTOORRMM SSEEWWEERR
Development of Interstate South Logistics Park includes the construction of public and
private storm sewer systems. The public storm sewer will be located within public right-of-
way. The privately-owned and maintained storm sewer will be located within Lots 1 and 2,
Block 1, Interstate South Logistics Park 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
A portion of Outlot A, Interstate South Logistics Park is shown on the Flood Insurance Rate
Map (FIRM) as Zone A by the Federal Emergency Management Agency (FEMA). Based on this
designation, a portion of the plat is located within a Special Flood Hazard Area (SFHA), as
determined by FEMA. A Letter of Map Revision will be required at the time Outlot A is final
platted into lots and blocks to determine the Base Flood Elevation for the floodplain.
The area of the 217th Street right-of-way and Lots 1 and 2, Block 1 are shown on the Flood
Insurance Rate Map (FIRM) as Zone X, which is not designated as a Special Flood Hazard Area
(SFHA) as determined by FEMA.
WWEETTLLAANNDDSS
An off-site wetland delineation report was completed by Wenck and Associates in late March,
2015. After the aerial analysis, it was determined that there are three wetlands located in the
project area.
The Notice of Application was sent out March 16, 2015. No adverse comments were received
during the comment period.
Based on the information provided in the report dated March 2015 and site visit, the
indicated wetland boundaries have been determined to be acceptable for use in
implementing the Wetland Conservation Act.
There are no impacts to existing wetlands on site with the current plans. If impacts are
proposed with future phases a wetland replacement plan must be submitted, reviewed and
approved prior to any impacts. As future phases are submitted the wetlands and wetland
buffers must be placed in Outlots dedicated to the City. It is the applicant’s responsibility to
obtain proper wetland approvals from the U.S. Army Corps of Engineers.
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TTRREEEE PPRREESSEERRVVAATTIIOONN
The tree plan identifies 66 trees around the existing channel on the southern property line.
All trees are proposed to remain. Trees along the property’s western boundary will be
inventoried and included in a tree preservation plan when that area is platted.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing a SWPPP for the site prior to construction. The permit requires that all erosion and
sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction
must be documented in the SWPPP.
A maintenance schedule for the first 2 years must be included in the plans. This must include
mowing 2 to 3 times, 30 days apart during the first year with the mower deck set about 6-8
inches off the ground. The second year, the pond areas must be mowed once before weeds
set their seeds. This will reduce weed establishment and help stimulate the desirable
vegetation. This will cut down on maintenance in the long-term.
Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water District. Any additional measures
required shall be installed and maintained by the developer.
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the preliminary plat, site plan, grading and erosion
control plan, utility plan, and tree preservation plan for Interstate South Logistics Park, subject
to the requirements and stipulations within this report.