4.1 Project Ollie
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Planning City Planner Licht 28 March 2022
PRESENTER(s) REVIEWED BY: ITEM #:
City Planner Licht City Administrator/Finance Director Flaherty
City Engineer Wagner
4.1 – Project Ollie
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
X Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends approval of a Zoning Map amendment, preliminary plat, and site and building plans.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No
Yes, held by Planning Commission 7 March 2022.
BACKGROUND/JUSTIFICATION:
Endeavor Development has submitted an application for development of an industrial distribution
warehouse on 80 acres located east of Queens Avenue and south of 65th Street. The proposed
development consists of one lot with a 401,544-square foot principal building. The submitted plans
indicate potential for future expansion of the building by 343,200-square feet for a total building area of
744,744-square feet. The proposed development requires consideration of an Environmental Assessment
Work Sheet, Zoning Map amendment, site and building plan review, and preliminary and final plat.
A public hearing to consider the applications was held by the Planning Commission at their meeting on 7
March 2022. Ms. Maren Lampham of Endeavor Development was present as the applicant along with the
project’s civil engineer Erik Hedman of Anderson Engineering. Minutes of the Planning Commission
meeting are attached for reference. The public hearing was closed. The Planning Commission voted 7-0 to
recommend City Council approval of the applications.
The City Council at their meeting on 14 March 2022 adopted findings regarding the EAW that the
development does not have potential for significant environmental effects. If the City Council approves
the Zoning Map amendment, preliminary plat, and site and buildings plans as recommended by City staff
and the Planning Commission, consideration of the final plat will occur at a future meeting.
SUPPORTING DOCUMENTS ATTACHED:
▪ Planning Report dated 22 March 2022
▪ Engineering Review dated March 2, 2022
▪ Planning Commission meeting minutes of March 7, 2022
▪ Findings of Fact and Decision; Zoning Map
▪ Ordinance 2022-03 amending the Zoning Map
▪ Findings of Fact and Decision; preliminary plat/site and building plans
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to adopt Ordinance 2022-03 amending the Zoning Map and approve the Jacobs Plat preliminary
plat and site and building plans subject to the conditions as stated in the Findings of Fact and Decision as
presented.
BUDGET INFORMATION
FUNDING: BUDGETED:
N/A
N/A
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT ‐ addendum
TO: Otsego Mayor and City Council
FROM: D. Daniel Licht, AICP
REPORT DATE: 22 March 2022
60‐DAY DATE: N/A
RE: Otsego – Endeavor Development
TPC FILE: 101.02
BACKGROUND
Endeavor Development has submitted an application for development of an industrial
distribution warehouse on 80 acres located east of Queens Avenue and south of 65th Street.
The proposed development consists of one lot with a 401,544‐square foot principal building.
The submitted plans indicate potential for future expansion of the building by 343,200‐square
feet for a total building area of 744,744‐square feet. The proposed development requires
consideration of an Environmental Assessment Work Sheet, Zoning Map amendment, site and
building plan review, and preliminary and final plat. A public hearing to consider the
applications was held by the Planning Commission on 7 March 2021 at 7:00PM.
Exhibits:
Site Location Map
Architecture plans (4 sheets)
Civil Plans dated 12/29/2022 (22 sheets)
Final Plat
EAW dated (available at www.ci.otsego.mn.us/publicnotice)
EAW findings and responses to comments (available at
www.ci.otsego.mn.us/publicnotice)
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ANALYSIS
Zoning. The subject site is zoned A‐1, Agriculture Rural Service District in accordance with the
Interim Land Use policies of the Comprehensive Plan. The proposed development of the
warehouse distribution facility requires consideration of a Zoning Map amendment to rezone
the subject site to I‐1, Limited Industrial District. The proposed Zoning Map amendment is to
be evaluated based upon (but not limited to) the criteria established by Section 11‐3‐2.F of the
Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The 2012 Otsego Comprehensive Plan guides the subject site for future
industrial land uses within the East Sewer District in the form of large‐scale industrial
buildings to accommodate manufacturing, assembly, warehouse, and office uses.
Industrial development is a goal of the Comprehensive Plan so as to diversify the tax
base and lessen dependance on residential properties as well as to create employment
opportunities within Otsego and the proposed development advances the City’s efforts.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The table below summarizes existing and planned land uses in the area
surrounding the subject site:
Direction Land Use Plan Zoning Map Existing Use
North Industrial A‐1 District Undeveloped
Rural residential
East LD Residential A‐1 District Undeveloped
Rural residential
South LD Residential R‐5 District Harvest Run
West Industrial I‐2 District Gateway North Industrial Park
The proposed development is characteristic of the existing industrial uses developed to
the west within the Gateway North Industrial Park. Additional development of this type
is planned to the north. The primary compatibility concern with the proposed use is with
the Harvest Run neighborhood to the south, which must be addressed through site
design, landscaping, and screening.
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed development will comply with all requirements of the Zoning
Ordinance, Subdivision Ordinance, and Engineering Manual.
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4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The subject site will access to Queens Avenue, which the Transportation Plan
of the 2012 Otsego Comprehensive Plan designates as a Commercial/Industrial Collector
and is improved with two traffic lanes and a center turn lane. The streets serving the
subject site have adequate capacity to accommodate the traffic generated by the
proposed development.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The subject site is located within the East Sewer District established by the
2012 Otsego Comprehensive Plan. Sewer and water utilities are available at the subject
site with sufficient capacity to accommodate the proposed use. The City has the ability
to provide all other required municipal services to the subject site within the East Sewer
District.
EAW. The developer, at the direction of the City as the Responsible Government Unit,
prepared an EAW in accordance with Minnesota Rule 4410.4300, Subp. 14 to evaluate the
potential environmental effects of the proposed development. The EAW document was posted
to the City website on 4 January 2022, noticed in the City’s official newspaper on 8 January
2022, and published by the Environmental Quality Board (EQB) on 11 January 2022. The EAW
was also distributed for review and comment to stakeholders and agencies identified by the
EQB. The mandatory 30‐day comment period for the EAW ended on 10 February 2022.
Comments were received from the Minnesota Pollution Control Agency (MPCA), Minnesota
Department of Natural Resources (DNR), and State Historic Preservation Office (SHPO). The
City Council adopted findings of fact at their meeting on 14 March 2022 that the proposed
development does not have potential for significant environmental effects and that and
Environmental Impact Statement is not to be required.
Lot Area. Section 11‐85‐7.A of the Zoning Ordinance requires lots within the I‐1 District to have
a minimum area of 1.0 acre. The area of the property as shown on the preliminary plat is 78.5‐
acres. The preliminary plat must be revised to indicate the area of Lot 1, Block 1 less the right‐
of‐way dedication for 65th Street. The area of the proposed lot will comply with the
requirements of the Zoning Ordinance even after dedication of right‐of‐way.
Lot Width. Section 11‐85‐7.B of the Zoning Ordinance requires lots within the I‐1 District to
have a minimum width of 200‐feet at the front setback line. The proposed lot measures 1,200‐
feet at the setback line from Queens Avenue, which is the front lot line as defined by the Zoning
Ordinance. The width of the proposed lot complies with the requirements of the Zoning
Ordinance.
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Site Coverage. Section 11‐85‐8 of the Zoning Ordinance establishes a maximum building
coverage limit of 50‐percent and maximum impervious surface coverage limit of 85‐percent for
lots within the I‐1 District. The proposed Phase 1 building covers 11.7‐percent of the lot area,
which complies with the requirements of the Zoning Ordinance. Total area and percentage of
lot area for all impervious surfaces must be identified.
Setbacks. The table below outlines the setbacks applicable to the proposed building as shown
on the site plan. The proposed building complies with the setback requirements of the I‐1
District established by Section 11‐85‐7.C of the Zoning Ordinance.
Queens
Ave.
65th
St.
East South Wetland
Required 30ft. 30ft. 20ft. 30ft 40ft.
Proposed 92ft. 200ft. 1,826ft. 490ft. 160ft.
Building Materials. Principal buildings within the I‐1 District are to utilize exterior finishes that
comply with the requirements Section 11‐17‐4.E.1 of the Zoning Ordinance. The submitted
building elevations for the proposed building indicate that the building is constructed with
exposed aggregate precast concrete panels with. Changes in color, large glass area at the entry
and horizontal banding add detailing to the public. The proposed exterior materials of the
principal building comply with the requirements of the Zoning Ordinance.
Building Height. The submitted plans indicate that proposed building, which has a flat roof, has
a height of 44 feet to the top of the precast panel wall. Section 11‐85‐9 of the Zoning
Ordinance allows principal buildings within the I‐1 District to have a maximum height of 48‐feet
measured to roof line of a flat roof. The proposed building complies with the allowed building
height within the I‐1 District.
Landscaping and Screening. The submitted plans include a landscape plan to provide for
plantings along Queens Avenue and 65th Street and along the south property line abutting the
Harvest Run neighborhood.
The plantings along the south property line are upon a berm that is nine to 17 feet above the
floor elevation of the building and 15 to 25 feet above the rear line of the semi‐tractor parking
stalls. The proposed trees provided for screening along the berm are Northern Pin Oak and
Common Hackberry. City staff recommends that the proposed plantings be revised to
incorporate evergreen trees as a majority of the trees in the screening row. We also
recommend that a 14‐foot screening wall be constructed along the south line of the semi‐
tractor/trailer parking stalls, which is the same condition required for R+L Carriers to the north.
The sizes of the proposed plantings included on the landscape plan comply with Section 20‐19‐
2.B.3 of the Zoning Ordinance.
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Section 5‐2‐3.B.4.b of the City Code requires an irrigation system be provided for maintenance
of the plantings, which is indicated to be installed on the landscape plan details.
Right‐of‐Way. The subject site abuts Queens Avenue on the east and 65th Street to the north.
Queens Avenue is an improved Industrial/Commercial Major Collector Street in accordance
with the Transportation Plan of the 2012 Comprehensive Plan. No right‐of‐way dedication or
improvement of Queens Avenue is required with the preliminary and final plat. The
Transportation Plan also designates 65th Street as an Industrial/Commercial Major Collector
Street, but it exists as a rural section gravel roadway within prescriptive easement. The
preliminary and final plat provide for dedication of 50‐feet of right‐of‐way for the south half of
the roadway. No improvements to 65th are planned with the proposed development. All right‐
of‐way dedication is to be subject to review and approval of the City Engineer.
Access. The Phase 1 building is proposed to be accessed via two driveways to Queens Avenue.
The location of the proposed driveways are aligned with existing driveways on the west side of
Queens Avenue to minimize conflicts from turning vehicles. The south access is 110‐feet north
of 62nd Street, which is a local residential street. The north access is 110‐feet south of the 65th
Street, which is a future Industrial/Commercial Collector Street. The location of the driveways
complies with Section 11‐21‐6 of the Zoning Ordinance.
Off‐Street Parking. Section 11‐21‐8 of the Zoning Ordinance requires 1 parking stall per 200
square feet of office and 1 parking stall per 1,000‐square feet of warehouse net floor area. The
office portion of the building is 4,000‐square feet and the warehouse 397,544‐square feet. The
number of required off‐street parking stalls is 376. The site plan provides 126 passenger
parking stalls, plus 52 semi‐tractor/trailer parking stalls. The ratio of proposed off‐street
parking is consistent with requirements imposed for similar large footprint distribution
warehouses in Otsego.
Parking stalls are shown to be 9‐feet wide by 18‐feet deep (with available two‐foot overhang)
accessed by 24‐foot wide drive aisles. The dimensions of the off‐street parking stalls comply
with the provisions of Section 11‐21‐7.A and B of the Zoning Ordinance.
The off‐street drive aisles and parking areas are to be surfaced with asphalt and surrounded by
perimeter concrete curb as required by Section 11‐21‐7.C.3 and D of the Zoning Ordinance. The
construction of the off‐street parking area is subject to review and approval of the City
Engineer.
The off‐street parking stalls, drive aisles, and loading areas are all setback more than 15‐feet
from public rights of way and more than five‐feet from the side lines as required by Section 11‐
21‐5.B of the Zoning Ordinance.
Pedestrian Access. There is an existing trail on the east side of Queen Avenue abutting the
subject site. A five‐foot wide concrete sidewalk should be added to the side of each of the
driveway accesses to Queens Avenue to provide for pedestrian access to the proposed building.
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Exterior Lighting. No information is included in the submitted plans regarding exterior lighting.
Section 11‐16‐6 of the Zoning Ordinance establishes performance standards for exterior
lighting. All exterior light fixtures are to have a 90‐degree horizontal cut‐off and not cast more
than 0.4 foot‐candles of light at the property lines as required by Section 11‐16‐6.C of the
Zoning Ordinance. An exterior lighting plan including photometric measurements of light
intensity and indicating the type, location, and height of all exterior light fixtures must be
submitted and is subject to review and approval of the Zoning Administrator.
Signs. Information regarding proposed signs is indicated only generally on the submitted plans.
Section 11‐37‐5.C of the Zoning Ordinance allows one freestanding sign with an area not to
exceed 100‐square feet or height of 20‐feet and wall signs not exceeding 100‐square feet up to
15‐percent of the area of the walls facing public streets. Installation of any signs upon the
subject site will require issuance of a sign permit subject to review and approval of the Zoning
Administrator in accordance with Section 11‐37‐7.A of the Zoning Ordinance.
Waste Storage. The site and building plans do not indicate either an exterior or interior area for
trash and recycling container storage. Section 11‐18‐4.C of the Zoning Ordinance requires that
any outdoor storage of waste and recycling containers is to be enclosed within a solid wall with
minimum height of six feet constructed of materials complementary of the principal building. If
any waste containers are to be stored outdoors, plans for the construction of the required
enclosure must be submitted to verify compliance the performance standards of the Zoning
Ordinance at the time of application for a building permit. Any exterior enclosure for waste
storage is subject to review and approval of the Zoning Administrator.
Utilities. There are existing sewer and water utilities available to the subject site within Queens
Avenue. The developer has submitted plans for connection of the proposed development to
sewer and water services for the proposed use. The connection to sewer will require
installation of a temporary lift station until gravity sewer is extended to the subject site from
the east. All utility plans are subject to review and approval of the City Engineer. The
developer will be required to pay Utility Availability Charges with final plat approval and Utility
Connection Charges at the time a building permit is issued.
Grading. The developer has submitted plans for grading of the subject site, including
information required regarding stormwater management and erosion control. The proposed
development impacts wetlands within the subject site that are subject to review by a Technical
Evaluation Panel of agency staff. All grading, drainage, wetland impacts, and erosion control
issues are subject to review and approval by the City Engineer.
Easements. Section 11‐8‐12.A of the Subdivision Ordinance requires 10 foot wide drainage and
utility easements to be dedicated at the perimeter of Lot 1, Block 1, which are shown on the
final plat. Additional drainage and utility easements are to be dedicated over portions of Lot 1,
Block 1 for wetlands, wetland buffers, public utilities, or stormwater management facilities
related to the site plan. All drainage and utility easements are to be subject to review and
approval of the City Engineer.
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Park Dedication. The Parks System Master Plan does not identify acquisition of land from the
subject site for park purposes. The City does not require payment of a cash fee in lieu of land
for park dedication for industrial uses in order to facilitate the economic development goals of
the 2012 Comprehensive Plan.
Development Contact. A development contract is required with final plat approval by Section
10‐10‐4.A of the Subdivision Ordinance to provide for completion of public improvements,
establishment of required securities, and payment of applicable fees related to the subdivision
of the subject site. Section 11‐9‐7 of the Zoning Ordinance also requires that the developer
enter into a performance agreement with the City to provide for construction of the project
improvements within the subject site. The development contract and performance agreement
requirements will be combined with into a single document to be executed by the developer
prior to approval by resolution of the City Council and recorded with the property.
RECOMMENDATION
The proposed development is consistent with the 2012 Comprehensive Plan with regards to
land use and economic development. The proposed development further complies with the
requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends
approval of the applications subject to the conditions outlined below.
POSSIBLE ACTIONS
A. Motion to approve a Zoning Map amendment rezoning the subject site to I‐1 District;
and approval of a preliminary/final plat and site and building plans for Phase 1, subject
to the following conditions:
1. Approval of the preliminary plat shall not guarantee access to sanitary sewer
service. The City shall only allocate sanitary sewer capacity to approved final plats
with signed development contracts to assure the City of timely development.
2. The landscape plan shall be revised to incorporate 8‐foot coniferous trees as a
majority of the trees in the screening row along the south property line, subject
to review and approval of the Zoning Administrator.
3. A 14‐foot screening wall shall be constructed along the south line of the semi‐
tractor/trailer parking stalls, subject to review and approval of the Zoning
Administrator.
4. The preliminary plat shall be revised to state the area of Lot 1, Block 1 less right‐
of‐way dedication.
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5. Impervious surfaces within the lot shall not exceed 85 percent of the lot area.
6. Right‐of‐way dedication for 65th Street shall be subject to review by the City
Engineer.
7. The design and construction of the off‐street parking area shall be subject to
review and approval of the City Engineer.
8. A five‐foot wide concrete sidewalk shall be constructed to the side of each of the
driveway accesses to Queens Avenue, subject to review and approval of the City
Engineer.
9. A plan detailing the type, location, and height of all proposed exterior lighting
shall be submitted and is to comply with Section 11‐16‐6 of the Zoning
Ordinance, subject to review and approval of the Zoning Administrator.
10. All signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign
permit approved by the Zoning Administrator prior to installation.
11. Any outdoor storage of waste and recycling containers shall comply with Section
11‐18‐4.C of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
12. All utility plans shall be subject to review and approval of the City Engineer.
13. The developer shall pay Utility Availability Charges as provided for by the City
Code upon approval of the final plat.
14. The developer shall pay Utility Connection Charges in accordance with the City
Code at the time a building permit is issued.
15. All drainage and utility easements shall be subject to review and approval of the
City Engineer.
16. The developer shall execute development contract as drafted by the City
Attorney, subject to approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and does not comply with the requirements
of the Zoning Ordinance and Subdivision Ordinance.
C. Motion to table.
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c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
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PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021CONSTRUCTION PLANSFORPROJECT OLLIE16705 65TH ST NEOTSEGO, MN 55330NSITE LOCATIONHIGHWAY 10HIGHWAY 10165TH ST NEQUEENS AVE NEOWNER/DEVELOPERENDEAVOR DEVELOPMENT200 SOUTHDALE CENTERMINNEAPOLIS, MN 55435ATTN: JOSHUA BUDISH(952)-210-5870ENGINEER/SURVEYORANDERSON ENGINEERING OF MN13605 1ST AVE NORTH, SUITE 100PLYMOUTH, MN 55441ATTN: ERIK B. HEDMAN763-412-4000GOPHER STATE ONE CALLCALL 48 HOURS BEFORE DIGGING811 OR 1-800-252-1166NSITE VICINITY1SITE VICINITY MAPSCALE: 1" = 2000'2SITE LOCATION MAPSCALE: 1" = 500'PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASAPPROVED BY ME ON BEHALF OF THE CITY OF OTSEGO.DATE:1. THE HORIZONTAL DATUM AND BEARINGS AREBASED ON THE WRIGHT COUNTY COORDINATESYSTEM NAD83 (2011)2. THE VERTICAL DATUM IS NAVD 88. THE SITEBENCH MARK IS THE TOP NUT OF THE HYDRANTLOCATED 112 FEET NORTHWESTERLY OF THESOUTHWESTERLY PROPERTY CORNER (DEPICTEDHEREON). ELEVATION = 942.50 FEETMISSISSIPPI RIVERHIGHWAY 101RICE LAKE0 2000' 4000'0 500' 1000'COVER SHEETG-1SHEET INDEXSheetNumberSheet TitleG-1 COVER SHEETC-1 PRELIMINARY PLATC-2 DEMO PLANC-3 OVERALL GRADING PLANC-4 GRADING PLAN - WESTC-5 GRADING PLAN - EASTC-6 UTILITY PLAN - WESTC-7 UTILITY PLAN - EASTC-8WATERMAIN PLAN & PROFILEC-9SANITARY PLAN & PROFILEC-10 PAVEMENT PLANC-11 EROSION CONTROL PLANC-12 SWPPP - PAGE 1C-13 SWPPP - PAGE 2C-14 DETAILS 1C-15 DETAILS 2C-16 DETAILS 3C-17 DETAILS 4C-18 DETAILS 5L-1 PLANTING PLAN - OVERALLL-2PLANTING PLAN - ENLARGEMENTS &DETAILSL-3PLANTING SCHEDULES & NOTES
390,676 SFWAREHOUSE1474 SFMECH2NPLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 100' 200'PRELIMINARYPLATC-165TH ST NEQUEENS AVE NELEGENDPROPERTY LIMITSCONSTRUCTION LIMITSADJACENT PROPERTYBUILDING SETBACKSPARKING SETBACKDRAINAGE AND UTILITYEASEMENTPROPOSED CONCRETE C&GPROPOSED RETAINING WALLPROPOSED BITUMINOUSPAVEMENTPROPOSED CONCRETEPAVEMENTWETLAND IMPACTHANDICAP STALL DESIGNATIONSITE DATAEXISTING CONDITIONSEXISTING LEGAL DESCRIPTION: SECT-35 TWP-121 RANGE-023 UNPLATTED LAND OTSEGO 78.50 AC THE NORTH HALF OFTHE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA.PID: 118500354100FULL LOT AREA: 78.5 ACRESEXISTING ZONING: AGRICULTURALPROPOSED CONDITIONSPROPOSED LEGAL DESCRIPTION:PROPOSED ZONING: I-1 INDUSTRIALSETBACKSFRONT YARD = 65 FT FROM CENTERLINE, 30 FT FROM ROWSIDE YARD = 30 FTREAR YARD = 20 FTMAXIMUM SITE COVERAGEBUILDING AND STRUCTURE: FIFTY PERCENT (50%)IMPERVIOUS SURFACES: EIGHTY FIVE PERCENT (85%)PARKING REQUIRED (PHASE 1)WAREHOUSE (99%): 396,000 SF x 1 STALL/1,000 SF = 396 STALLSOFFICE (1%): 4,000 SF x 1 STALL/200 SF= 20 STALLSTOTAL = 416 STALLSPARKING PROVIDED (PHASE 1)CAR PARKING = 120 STALLSHANDICAP STALLS (VAN) = 6 STALLSSEMI-TRAILER PARKING = 52 STALLSPROPOSED BUILDING(PHASE 1)401,544 SFFFE = 923.0FUTURE ADDITION(PHASE 2)343,200 SFFFE = 923.0572.0702.060.070.060.070.010.0600.018.024.06.010.0TRAILER PARKING52 STALLS (55' L x 12' W)EMPLOYEE PARKING LOT120 STALLS (18' L x 9' W)6 HANDICAP STALLS (18' L x 8' W, VAN)FUTURE PAVEMENTEXTENTS30.055.030.012.09.05' BERM WITH FENCE/LANDSCAPINGDELINEATEDWETLAND (TYP)DELINEATEDWETLAND (TYP)50'DEDICATIONTO CITYPARKINGSETBACKNEW PROPERTYBOUNDARY55.0RETAININGWALLRETAININGWALLFUTURE TRAILERPARKING5' BERM WITH FENCE/LANDSCAPINGPARKINGSETBACKBUILDINGSETBACKBUILDINGSETBACKSTORMWATER POND (P1)NWL = 902.02YR HWL = 904.0910YR HWL = 904.77100YR HWL = 906.46STORMWATER POND (P2)NWL = 899.02YR HWL = 900.1510YR HWL = 901.08100YR HWL = 902.1030.015.0EXISTINGPROPERTYBOUNDARY30.015.0R40.0
R40.0
R30.0R100.0WATERMAIN D&U EASEMENTSTORMWATER POND D&U EASEMENTSTORMWATER POND D&U EASEMENTR40.0R40.030.053.530.0R30.0R10.0
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 120' 240'DEMO PLANC-2LEGENDPROPERTY LIMITSEXISTING WETLAND BOUNDARYEXISTING WATERMAINEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING FENCEEXISTING GAS MAINEXISTING OVERHEAD WIRESEXISTING TELEPHONEEXISTING UNDERGROUNDELECTRICEXISTING HYDRANT AND GVEXISTING SANITARY MANHOLEEXISTING STORM SEWER INLETREMOVE EXISTING UTILITY LINEREMOVE EXISTING FENCEREMOVE EXISTING TREES ANDWOODLAND BRUSHREMOVE EXISTING BUILDINGSTRUCTUREREMOVE EXISTING ASPHALTPAVEMENTREMOVE EXISTING ASPHALTBIKE PATHREMOVE EXISTING GRAVELPAVEMENTWETLAND IMPACT AREAREMOVE EXISTING CONCRETEC&GREMOVE TREE62ND ST NE65TH ST NEQUEENS AVE NEREMOVE ASPHALTBIKE PATHREMOVECONCRETECURBREMOVE ASPHALTBIKE PATHREMOVECONCRETECURBREMOVE EXISTINGFENCE, TYP.REMOVE GRAVELPAVEMENTREMOVE EXISTINGBUILDINGSEXISTING TREES ANDWOODLAND BRUSHTO BE REMOVEDREMOVE SEPTIC SYSTEM. CONTRACTORTO CONFIRM LOCATIONNREMOVE ASPHALTPAVEMENT
A3002A3003A300A3004150' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"700' - 0"390,676 SFWAREHOUSE1474 SFMECH2A4001A300111111150' - 0"FUTURE WAREHOUSE(PH 2)PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 120' 240'NNOVERALLGRADING PLANC-3LEGENDPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURWETLAND BUFFERDELINEATED WETLANDEXISTING SPOT ELEVATIONSOIL BORING LOCATIONDRAINAGE ARROWPROPOSED RETAINING WALLPROPOSED CONCRETE C>IP OUT CURBSILT FENCEINLET SEDIMENT PROTECTIONROCK CONSTRUCTION ENTRANCESPOT ELEVATIONFLOW LINE OF CURBHIGH POINT / FLOW LINE OF CURBRIM ELEVATIONTOP OF WALLBOTTOM OF WALL966965966965F/H 800.1F 800.1R 800.1800.1T 800.1B 800.165TH ST NEQUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCK = 919.0POND P-1NWL = 902.02-YR HWL = 904.0910-YR HWL = 904.77100-YR HWL = 906.46POND P-2NWL = 899.02-YR HWL = 900.1510-YR HWL = 901.08100-YR HWL = 902.1020' WETLANDBUFFER (TYP.)DELINEATED WETLAND(TYP.)WETLAND 6100-YR HWL = 888.43WETLAND 8100-YR HWL = 903.39WETLAND 7100-YR HWL = 916.55WETLAND 4100-YR HWL = 908.83WETLAND 3100-YR HWL = 924.60WETLAND 5100-YR HWL = 919.97
A3002A3003A300A30041390,676 SFWAREHOUSE1474 SFMECH2A4001A300111115.0%1.5%2.0%1.5%2.0%7.8%9.4%5.0%4.4%2.6%2.8%2.8%2.0%1.5%2.0%1.5%1.4%2.0%2.0%2.0%25.0%25.0%25.0%25.0%A400110.1%%7.8%1.5%1.5%PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 60' 120'NNGRADING PLAN -WESTC-4LEGENDPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUREXISTING SPOT ELEVATIONSOIL BORING LOCATIONDRAINAGE ARROWPROPOSED RETAINING WALLPROPOSED CONCRETE C>IP OUT CURBSILT FENCEINLET SEDIMENT PROTECTIONROCK CONSTRUCTION ENTRANCESPOT ELEVATIONFLOW LINE OF CURBHIGH POINT / FLOW LINE OF CURBRIM ELEVATIONTOP OF WALLBOTTOM OF WALL966965966965F/H 800.1F 800.1R 800.1800.1T 800.1B 800.165TH ST NEQUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCKS = 919.01GRADING PLAN - WESTSCALE: 1" = 60'2INSET ASCALE: 1" = 20'SEE INSET A FORDETAILED GRADINGWETLAND 4100-YR HWL = 908.83WETLAND 3100-YR HWL = 924.60WETLAND 5100-YR HWL = 919.97
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 60' 120'NNGRADING PLAN -EASTC-5LEGENDPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUREXISTING SPOT ELEVATIONSOIL BORING LOCATIONDRAINAGE ARROWPROPOSED RETAINING WALLPROPOSED CONCRETE C>IP OUT CURBSILT FENCEINLET SEDIMENT PROTECTIONROCK CONSTRUCTION ENTRANCESPOT ELEVATIONFLOW LINE OF CURBHIGH POINT / FLOW LINE OF CURBRIM ELEVATIONTOP OF WALLBOTTOM OF WALL966965966965F/H 800.1F 800.1R 800.1800.1T 800.1B 800.165TH ST NEQUEENS AVE NEFUTURE WAREHOUSE (PH 2)FFE = 923.0LOADING DOCKS = 919.01GRADING PLAN - EASTSCALE: 1" = 60'FUTURE PAVEMENT EXTENTSDELINEATED WETLAND (TYP)20' WETLAND BUFFER (TYP)POND P-1NWL = 902.02-YR HWL = 904.0910-YR HWL = 904.77100-YR HWL = 906.46POND P-2NWL = 899.02-YR HWL = 900.1510-YR HWL = 901.08100-YR HWL = 902.10WETLAND 6100-YR HWL = 888.43WETLAND 8100-YR HWL = 903.39WETLAND 7100-YR HWL = 916.55WETLAND 4100-YR HWL = 908.83WETLAND 5100-YR HWL = 919.97
STORM STRUCTURE SCHEDULESTRUCTURE NUMBERDIAMETER (IN)CASTING (NEENAH OR APPROVEDEQUAL)CB-101 48 R-3067-VCBMH-102 54 R-3067-VCB-102A 48 R-4342CBMH-103 54 R-3067-VCBMH-104 48 R-3067-VCBMH-105 48 R-3067-VCBMH-106 48 R-4342STMH-107 48 R-1642STMH-108 54 R-1642STMH-109 54 R-1642STMH-110 54 R-1642STMH-111 60 R-1642CB-201 48 R-3067-VCBMH-202 48 R-3067-VCBMH-203 48 R-3067-VCBMH-204 48 R-3067-VCBMH-205 48 R-3067-VCBMH-206 54 R-3067-VCBMH-207 48 R-3067-VCBMH-208 54 R-3067-VCBMH-209 48 R-3067-VCBMH-210 60 R-3067-VCBMH-211 48 R-3067-VCBMH-212 48 R-3067-VCBMH-213 66 R-3067-VCBMH-21460 R-3067-VCBMH-215 66 R-1642CBMH-216 66 R-4342STMH-21772R-1642STMH-218 108 R-1642STMH-219 108 R-1642CB-301 48 R-4342OCS-409 48 HAALA 48-57OCS-506 48 HAALA 48-57SANITARY STRUCTURE SCHEDULESTRUCTURE NUMBERDIAMETER (IN)CASTING (NEENAH OR APPROVEDEQUAL)SMH-02 48 R-1642LIFT STATION 48 R-1642PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 60' 120'NNUTILITY PLAN -WESTC-665TH ST NEQUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCKS = 919.01UTILITY PLAN - WESTSCALE: 1" = 60'LEGENDPROPERTY LIMITSEXISTING WATERMAINPROPOSED WATERMAINPROPOSED STORM SEWERDRAINAGE & UTILITY EASEMENT1. ALL CONSTRUCTION SHALL COMPLY WITH 2018 EDITION OF MN/DOTSTANDARD CONSTRUCTION SPECIFICATIONS (INCLUDINGSUPPLEMENTS), AS APPLICABLE. ALL CONSTRUCTION SHALL COMPLYWITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS.2. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THEAREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALLHORIZONTAL AND VERTICAL CONTROLS.4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIORTO CONSTRUCTION.5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTIONPERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTORSHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OFINSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FORTHE WORK.6. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.7. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWEDAND APPROVED BY THE ENGINEER OF RECORD.PROPOSED DRAINTILEPROPOSED WATERMAIN FITTINGPROPOSED STORM INLETSFES W/ CABLE CONCRETESHEET NOTESMATCH LINE SEE SHEET C-7
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 60' 120'NN65TH ST NE1UTILITY PLAN - EASTSCALE: 1" = 60'LEGENDPROPERTY LIMITSEXISTING WATERMAINPROPOSED WATERMAINPROPOSED STORM SEWERDRAINAGE & UTILITY EASEMENT1. ALL CONSTRUCTION SHALL COMPLY WITH 2018EDITION OF MN/DOT STANDARD CONSTRUCTIONSPECIFICATIONS (INCLUDING SUPPLEMENTS), ASAPPLICABLE. ALL CONSTRUCTION SHALL COMPLYWITH STATE, COUNTY, AND CITY PERMITREQUIREMENTS.2. CONTRACTOR SHALL VERIFY ALL UNDERGROUNDUTILITIES IN THE AREA OF CONSTRUCTION, PRIORTO BEGINNING THE WORK.3. THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING ALL HORIZONTAL AND VERTICALCONTROLS.4. CONTRACTOR SHALL VERIFY ALL DIMENSIONSAND ELEVATIONS PRIOR TO CONSTRUCTION.5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARYCONSTRUCTION PERMITS REQUIRED TO PERFORMALL THE WORK. THE CONTRACTOR SHALL POSTALL BONDS, PAY ALL FEES, PROVIDE PROOF OFINSURANCE, AND PROVIDE ANY NECESSARYTRAFFIC CONTROL FOR THE WORK.6. PROTECT EXISTING UTILITIES UNLESS OTHERWISENOTED.7. SUBSTITUTIONS FROM INFO. SHOWN HEREONSHALL BE REVIEWED AND APPROVED BY THEENGINEER OF RECORD.PROPOSED DRAINTILEPROPOSED WATERMAIN FITTINGPROPOSED STORM INLETSFES W/ CABLE CONCRETESHEET NOTESUTILITY PLAN -EASTC-7MATCH LINE SEE SHEET C-6NEW POND (P1)NWL = 902.02YR = 904.0910YR = 904.77100YR = 906.46NEW POND (P2)NWL = 899.02YR = 900.1510YR = 901.08100YR = 902.10
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0030+15BP: 0+00.00PI: 1+09.38PI: 5+53.51PI: 5+67.20PI: 13+09.11PI: 13+26.10PI: 20+05.42PI: 20+17.73PI: 27+65.58PI: 27+75.62EP: 30+14.7112" 135° BEND12" 135° BEND12" 135° BEND12" 135° BEND10 LF 12" DIP CL 52 WM10 LF 12" DIP CL 52 WM110 LF 12" DIP CL 52 WM684 LF 12" DIP CL 52 WM14 LF 12" DIP CL 52 WM12x12x12 TEE12x6x12 TEE6" GATE VALVE6" HYDRANT12x6x12 TEE12x6x12 TEE769 LF 12" DIP CL 52 WM12x6x12 TEE17 LF 12" DIP CL 52 WM12x6x12 TEE12x6x12 TEE680 LF 12" DIP CL 52 WM6" GATE VALVE12" GATE VALVE12x6x12 TEE12x6x12 TEE772 LF 12" DIP CL 52 WM6" HYDRANT6" HYDRANT6" GATE VALVE6" HYDRANT6" GATE VALVE6" HYDRANTHYDRANT 1STA. 2+53.26OFFSET=31.670N=197288.5852E=585840.7885HYDRANT 2STA. 5+76.35OFFSET=10.670N=197587.8461E=585827.9535HYDRANT 3STA. 8+49.69OFFSET=53.997N=197544.5187E=586101.2901HYDRANT 4STA. 11+49.69OFFSET=53.997N=197544.5187E=586401.2901HYDRANT 7STA. 21+86.51OFFSET=53.995N=196952.5109E=586395.2874HYDRANT 8STA. 24+62.51OFFSET=53.997N=196952.5135E=586119.2901HYDRANT 9STA. 28+62.93OFFSET=31.670N=196992.9267E=585840.78856" HYDRANT6" HYDRANTHYDRANT 5STA. 16+11.10OFFSET=-10.023N=197301.5384E=586582.7885HYDRANT 6STA. 18+42.18OFFSET=-10.019N=197070.4593E=586582.788559 LF 12" DIPCL 52 WM12x12x12 TEE12" GATE VALVE12" GATE VALVEN=196898.5161E=586582.788512" GATE VALVE12" GATE VALVEN=197598.5161E=586582.7885910920930940900905910915920925930935940934.10+00926.09930.2921.64929.31+00921.83928.9921.83929.32+00921.83929.4921.83928.53+00921.81926.8921.83924.94+00921.83922.6921.85920.95+00922.30921.2921.61918.96+00919.12916.1918.02914.37+00918.02913.1918.02912.88+00918.02914.4918.02917.19+00918.02920.6918.02921.810+0016" HDPESTATION=0+69.30ELEV=914.74412" DIP CL 52STATION=0+69.37ELEV=912.5966" PVC SDR 35STATION=9+49.83ELEV=907.98212" DIP CL 52STATION=9+49.83ELEV=909.52012" GVSTATION=1+12.28ELEV=913.49412" GVSTATION=0+03.07ELEV=924.403910920930940900905910915920925930935940918.02921.810+00918.02921.9918.02921.111+00918.02920.4918.02920.212+00918.02920.5917.87920.613+00918.84921.1921.34920.614+00922.50920.2922.50918.315+00922.50916.5922.50916.616+00922.50912.6922.50913.617+00922.50915.6922.50917.318+00922.50919.5922.50919.219+00921.91918.3919.53919.220+0016" HDPESTATION=10+95.19ELEV=910.06212" DIP CL 52STATION=10+95.19ELEV=907.41412" GVSTATION=12+88.18ELEV=907.21512" GVSTATION=12+94.18ELEV=907.26412" WM STUBSTATION=12+91.17ELEV=906.737910920930940900905910915920925930935940919.53919.220+00918.72924.4918.02929.021+00918.02929.1918.02925.522+00918.02923.2918.02922.923+00918.02921.2918.02919.924+00918.02919.2918.02919.825+00918.02921.9918.02925.026+00918.02929.2918.67932.827+00921.07934.6921.83934.228+00921.87933.4921.86931.929+00921.83930.4921.83929.430+00921.83929.230+1416" HDPESTATION=20+39.06ELEV=909.91516" HDPESTATION=22+35.01ELEV=911.65016" HDPESTATION=25+34.94ELEV=913.57716" HDPESTATION=27+29.15ELEV=916.11512" DIP CL 52STATION=20+39.06ELEV=907.83912" DIP CL 52STATION=22+35.01ELEV=909.59812" DIP CL 52STATION=25+34.94ELEV=910.52112" DIP CL 52STATION=27+29.15ELEV=912.27212" GVSTATION=28+59.75ELEV=913.42212" GVSTATION=30+11.42ELEV=913.499WATERMAIN LINE DATALINE #L15L16L17L18L19L20L21LENGTH109.3752444.135813.6852741.916516.9840679.322612.3119BEARINGS89° 45' 50.41"EN0° 00' 00.00"EN45° 00' 00.00"EN90° 00' 00.00"ES45° 10' 50.03"ES0° 00' 04.26"ES45° 00' 00.00"WSTART POINT(N.197145.1539), (E.585699.7442)(N.197144.7034), (E.585809.1185)(N.197588.8392), (E.585809.1185)(N.197598.5161), (E.585818.7954)(N.197598.5161), (E.586560.7119)(N.197586.5445), (E.586572.7592)(N.196907.2219), (E.586572.7732)END POINT(N.197145.1539),(E.585699.7442)(N.197144.7034),(E.585809.1185)(N.197588.8392),(E.585809.1185)(N.197598.5161),(E.585818.7954)(N.197598.5161),(E.586560.7119)(N.197586.5445),(E.586572.7592)(N.196907.2219),(E.586572.7732)PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 60' 120'NNWATERMAINPLAN & PROFILEC-8QUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCKS = 919.01UTILITY PLAN - WATERMAINSCALE: 1" = 60'LEGENDPROPERTY LIMITSEXISTING WATERMAINPROPOSED WATERMAINPROPOSED STORM SEWERDRAINAGE & UTILITY EASEMENTPROPOSED DRAINTILEPROPOSED WATERMAIN FITTINGPROPOSED STORM INLETSFES W/ CABLE CONCRETESHEET NOTES1WATERMAIN PROFILE VIEW STA. 0+00 - 10+00SCALE: H 1" = 60' V 1" = 5'2WATERMAIN PROFILE VIEW STA. 10+00 - 20+00SCALE: H 1" = 60' V 1" = 5'3WATERMAIN PROFILE VIEW STA. 20+00 - 30+14SCALE: H 1" = 60' V 1" = 5'4WATERMAIN HORIZONTAL GEOMETRYSCALE: NTS7.5' MIN. COVER7.5' MIN. COVER7.5' MIN. COVERFINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADEFINISHED GRADEEXISTING GRADE1. ALL CONSTRUCTION SHALL COMPLY WITH 2018 EDITION OF MN/DOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING SUPPLEMENTS), AS APPLICABLE.ALL CONSTRUCTION SHALL COMPLY WITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS.2. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR SHALL POST ALLBONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR THE WORK.6. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.7. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.8. WATERMAIN SHALL BE DUCTILE IRON CLASS 52 PIPE.9. SANITARY SEWER SHALL BE PVC SDR 35 PIPE.10. ALL WATERMAIN SHALL HAVE 18" MIN. VERTICAL SEPARATION FROM STORM AND SANITARY LINES AT CROSSINGS.10' D&UEASEMENT (TYP)TIE-IN TO EXISTINGAPPROX. INV. 924.5 (+/- 1')
0+001+002+003+004+004+92BP: 0+00.00PI: 3+59.34EP: 4+92.090+001+002+003+004+004+92BP: 0+00.00EP: 4+92.09PI: 3+59.340+001+001+96BP: 0+00.00EP: 1+95.68PI: 1+39.33910920930900905910915920925930918.93916.10+00918.18920.4917.31920.81+00919.6919.61+96LIFT STATIONINV 905.28 (6" OUT)INV 906.69 (1-1/4" OUT)INV 905.38 (6" IN)STA:1+39.33, 0.0'RIM 919.98139 LF @ 2.60%6" PVC SDR 35 SAN56 LF @ 1.00%6" PVC SDR 35 SAN16" HDPESTATION=1+25.00ELEV=909.1216" PVC SDR 35STATION=1+25.00ELEV=906.26712" DIP CL 52STATION=0+59.00ELEV=909.5206" PVC SDR 35STATION=0+59.00ELEV=908.000910920930900905910915920925930LIFT STATIONINV 905.28 (6" OUT)INV 906.69 (1-1/4" OUT)INV 905.38 (6" IN)2' SUMPSTA:1+39.33, 0.0'RIM 919.98SMH-02INV 915.30 (1-1/4" IN)STA:1+39.33, 0.0'RIM 927.65920.00+00919.4919.51+00918.1915.42+00914.0916.03+00920.0922.04+00927.4927.74+92SANITARY (GRAVITY) LINE DATALINE #L25L26LENGTH139.330956.3535BEARINGN0° 00' 00.00"EN0° 23' 00.34"WSTART POINT(N.197539.5161), (E.586201.4300)(N.197678.8470), (E.586201.4300)END POINT(N.197539.5161),(E.586201.4300)(N.197678.8470),(E.586201.4300)SANITARY (FORCEMAIN) LINE DATALINE #L27L28LENGTH359.3402132.7507BEARINGN89° 59' 59.79"WN67° 30' 00.00"WSTART POINT(N.197678.8470), (E.586201.4300)(N.197678.8474), (E.585842.0898)END POINT(N.197678.8470),(E.586201.4300)(N.197678.8474),(E.585842.0898)PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 60' 120'NSANITARY PLAN& PROFILEC-9FINISHED GRADEEXISTING GRADE1. ALL CONSTRUCTION SHALL COMPLY WITH 2018 EDITION OF MN/DOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING SUPPLEMENTS), AS APPLICABLE.ALL CONSTRUCTION SHALL COMPLY WITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS.2. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR SHALL POST ALLBONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR THE WORK.6. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.7. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.8. WATERMAIN SHALL BE DUCTILE IRON CLASS 52 PIPE.9. SANITARY SEWER (GRAVITY) SHALL BE PVC SDR 35 PIPE.10. ALL WATERMAIN SHALL HAVE 18" MIN. VERTICAL SEPARATION FROM STORM AND SANITARY LINES AT CROSSINGS.65TH ST NEQUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCKS = 919.03SANITARY (FORCEMAIN) - PROFILE VIEWSCALE: H 1" = 60' V 1" = 5'LEGENDPROPERTY LIMITSEXISTING WATERMAINPROPOSED WATERMAINPROPOSED STORM SEWERDRAINAGE & UTILITY EASEMENTPROPOSED SANITARYPROPOSED WATERMAIN FITTINGPROPOSED STORM INLETSFES W/ CABLE CONCRETESHEET NOTES1SANITARY SEWER - PLAN VIEWSCALE: H 1" = 60' 4SANITARY HORIZONTAL GEOMETRYSCALE: NTSSANITARY (GRAVITY)ALIGNMENTSANITARY (FORCEMAIN)ALIGNMENT2SANITARY (GRAVITY) - PROFILE VIEWSCALE: H 1" = 60' V 1" = 5'FINISHED GRADEEXISTING GRADE512 LF 1-1/4" PE SAN FORCEMAIN6' MIN.-0.3%-5.67%1. GRINDER PUMP LIFT STATION UTILIZING E-ONE EXTREME SERIES GRINDER PUMPS.2. ELEVATION HEAD = 12.5 FT3. FRICTION HEAD = 16 FT4. TOTAL SYSTEM PRESSURE: 28.5 FT/2.31 PSI/FT = 12.33 PSILIFT STATION DESIGN NOTES:
390,676 SFWAREHOUSE1474 SFMECH2NPLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 100' 200'PAVEMENT PLANC-1065TH ST NEQUEENS AVE NELEGENDPROPERTY LIMITSCONSTRUCTION LIMITSADJACENT PROPERTYBUILDING SETBACKSPARKING SETBACKDRAINAGE AND UTILITYEASEMENTPROPOSED CONCRETE C&GPROPOSED RETAINING WALLPROPOSED LIGHT DUTYBITUMINOUS PAVEMENTPROPOSED HEAVY DUTYBITUMINOUS PAVEMENTPROPOSED PEDESTRIANCONCRETE PAVEMENTPROPOSED VEHICULARCONCRETE PAVEMENTHANDICAP STALL DESIGNATIONPROPOSED BUILDING(PHASE 1)401,544 SFFFE = 923.0FUTURE ADDITION(PHASE 2)343,200 SFFFE = 923.0FUTURE PAVEMENTEXTENTS30.0RETAININGWALLRETAINING WALL & FENCE.DESIGNED BY OTHERSFUTURE TRAILERPARKINGSTORMWATER POND (P1)NWL = 902.02YR HWL = 904.0910YR HWL = 904.77100YR HWL = 906.46STORMWATER POND (P2)NWL = 899.02YR HWL = 900.1510YR HWL = 901.08100YR HWL = 902.106"3" MIN.112" MNDOT 2360 SPWEA240BBITUMINOUS WEAR (MIN.)2" MNDOT 2360 SPWEB230BBITUMINOUS NON-WEAR (MIN.)7" MNDOT 3138 CLASS 5AGGREGATE BASE (MIN.)TIP OUT GUTTERWHERE PAVEMENTSLOPES AWAYMNDOT 2531 TYPE B612CONCRETE CURB &GUTTERMNDOT 2357 TACK COATMIN.NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADEREQUIREMENTS WITH GEOTECHNICAL REPORT ANDRECOMMENDATIONS PRIOR TO CONSTRUCTION.COMPACTEDSUB-BASE 98%COMPACTED AGGREGATE BASECIP CONCRETE BROOM FINISHSWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC SEE4"6"APPROVED SUBGRADECOMPACTED 98%4000 PSI, 6% AIR ENTRAINED PLAN FOR WIDTHCOMPACTEDSUB-BASE 98%COMPACTED AGGREGATE BASECIP CONCRETE BROOM FINISHSWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC SEE76"4000 PSI, 6% AIR ENTRAINED PLAN FOR WIDTHSCALE:5PEDESTRIAN CONCRETE PAVEMENT SECTIONN.T.S.SCALE:2BITUMINOUS (LIGHT) PAVEMENT SECTIONN.T.S.SCALE:6VEHICULAR CONCRETE PAVEMENT SECTIONN.T.S.SCALE:3BITUMINOUS (HEAVY) PAVEMENT SECTIONN.T.S.NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADEREQUIREMENTS WITH GEOTECHNICAL REPORT ANDRECOMMENDATIONS PRIOR TO CONSTRUCTION.6"3" MIN.2" MNDOT 2360 SPWEA240BBITUMINOUS WEAR (MIN.)2" MNDOT 2360 SPWEB230BBITUMINOUS NON-WEAR (MIN.)8" MNDOT 3138 CLASS 5AGGREGATE BASE (MIN.)TIP OUT GUTTERWHERE PAVEMENTSLOPES AWAYMNDOT 2531 TYPE B612CONCRETE CURB &GUTTERMNDOT 2357 TACK COATMIN.APPROVED SUBGRADECOMPACTED 98%MNDOT 3138CLASS 5 AGGREGATEBASEKEYNOTES1CONCRETE PAVEMENT JOINT. 1/C-10BITUMINOUS (LIGHT) PAVEMENT SECTION. 2/C-10BITUMINOUS (HEAVY) PAVEMENT SECTION. 3/C-10PIPE BOLLARD. 4/C-10PEDESTRIAN CONCRETE PAVEMENT SECTION. 5/C-10VEHICULAR CONCRETE PAVEMENT SECTION. 6/C-10B612 CONCRETE CURB. SEE C-176" LANDSCAPE CURB WITH NO GUTTER.234666322336ZZ 1/8 "D/4ZZ 1/2 "CONTROL JOINTEXPANSION JOINTJOINT SEALERCONFORMING TO ASTM D1850 PREMOULDED EXPANSIONJOINT FILLER CONFORMINGTO ASTM D1751 1/8 " R(TYP)NOTE- INSTALL JOINTS AS SHOWN ON PLAN OR:15' (TYP) CURB AND GUTTER WITH EXPANSION AT 300' SPACING.5' (TYP) SIDEWALK WITH EXPANSION AT 60' SPACING.SAWCUT OR PREMOLDEDINSERT AND SEALSCALE:1CONCRETE PAVEMENT JOINT DETAILN.T.S.1TYP.1TYP.5555MNDOT 3138CLASS 5 AGGREGATEBASENOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADEREQUIREMENTS WITH GEOTECHNICAL REPORT ANDRECOMMENDATIONS PRIOR TO CONSTRUCTION.NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADEREQUIREMENTS WITH GEOTECHNICAL REPORT ANDRECOMMENDATIONS PRIOR TO CONSTRUCTION.77777RETAINING WALLRETAINING WALL6876" DIA. STEEL PIPE(PAINTED YELLOW) FILL W/CONCRETE, CROWN TOP 1"4'-0"3'-6"6"12" x 12" x 48" CONC. FTG.SURFACE VARIESSCALE:4PIPE BOLLARDN.T.S.84444
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/20210 120' 240'NNEROSIONCONTROL PLANC-1165TH ST NEQUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCK = 919.0POND P-1NWL = 902.02-YR HWL = 904.0910-YR HWL = 904.77100-YR HWL = 906.46POND P-2NWL = 899.02-YR HWL = 900.1510-YR HWL = 901.08100-YR HWL = 902.10LEGENDPROPERTY LIMITSCONSTRUCTION LIMITSDELINEATED WETLANDEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURDRAINAGE ARROWPROPOSED CONCRETE C&GSILT FENCERETAINING WALLINLET SEDIMENT PROTECTIONROCK CONSTRUCTION ENTRANCE966965966965KEYNOTESCONCRETE CABLE MAT. SEE C-16INLET PROTECTION (TYP.) SEE C-17ROCK CONSTRUCTION ENTRANCE. SEE C-16DOUBLE ROW SILT FENCE. SEE C-161234114442TYP.114444444332TYP.
PROJECT DESCRIPTION/LOCATIONTHE UNDEVELOPED SITE IS LOCATED IN THE CITY OF OTSEGO IN WRIGHT COUNTY BOUNDED ONTHE WEST BY QUEENS AVE NE, SINGLE FAMILY HOMES TO THE SOUTH, CROPLAND TO THE EAST,AND 65TH ST NE TO THE NORTH. THE PROPOSED SITE ENCOMPASSES 78.50 ACRES.THE PLANNED SCOPE OF THE PROJECT INCLUDES:xTHE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASSGRADING OF THE SITE FOR THE CONSTRUCTION OF AN INDUSTRIAL WAREHOUSE,DRIVEWAYS AND PARKING LOTS.xGRADING AS REQUIRED FOR THE INSTALLATION OF THE INDUSTRIAL WAREHOUSE,DRIVEWAYS AND PARKING LOTS.xTHE CONSTRUCTION OF TWO PERMANENT STORM WET PONDS.xINSTALLATION OF SANITARY SEWER, WATERMAIN, AND STORM SEWER.xPLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKSTHROUGHOUT THE SITE.xCONSTRUCTION OF 9.2-ACRE INDUSTRIAL WAREHOUSE BUILDING, WITH FUTUREBUILD-OUT TO 17-ACRES.RECEIVING WATERSTHESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS ANDRECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVINGWATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALLAREAS OF THE SITE.DUE TO THE PROXIMITY OF THE CROW AND MISSISSIPPI RIVERS, THE FOLLOWING WILL BEIMPLEMENTED ACCORDING TO THE MPCA REQUIREMENTS FOR DISCHARGING INTO IMPAIREDAND/OR SPECIAL WATERS:1. 23.9: PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, ASDESCRIBED IN ITEM 8.4, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDARDAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY ORPERMANENTLY CEASES.2. 23.10: PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED INSECTION 14 FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) ORMORE ACRES DISTURBED AT ONE TIME.3. 23.10: PERMITTEES MUST INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100LINEAR FEET FROM A SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND MUST MAINTAINTHIS BUFFER ZONE AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENTFEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHERENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. PERMITTEES MUST FULLYDOCUMENT THE CIRCUMSTANCE AND REASONS THE BUFFER ENCROACHMENT ISNECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. THIS PERMIT ALLOWSREPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER. PERMITTEES MUSTMINIMIZE ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTSOF THESE EXCEPTIONS BY THE USE OF ADDITIONAL OR REDUNDANT BMPS AND MUSTDOCUMENT THIS IN THE SWPPP FOR THE PROJECT.SOIL TYPESPER ONLINE WEB SOIL SURVEY INFORMATION, SOIL TYPES TYPICALLY FOUND ON THIS PROJECTRANGE FROM B TO D, WITH LESTER AND ANGUS LOAMS MAKING UP THE MAJORITY OF THE SITE.OTHER LOAMS, ANGUS-CORDOVA COMPLEX'S AND CORDOVA CLAYS MAKE UP THE THEREMAINDER OF THE SITE.LONG TERM MAINTENANCE AND OPERATIONENDEAVOR DEVELOPMENT HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OFOTSEGO THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE,AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS OR IF IT WILL BEPRIVATELY MAINTAINED.PROJECT PERSONNEL AND TRAININGTHIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OFCONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO ISKNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION ANDSEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISORWILL WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THEIMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OFTHE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTERCONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA.PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BEALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THEPROJECT ENGINEER.PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTORTHAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIEDINSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORKWILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TOTHE PROJECT ENGINEER.CHAIN OF RESPONSIBILITYTHE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR ISRESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALLTIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THECONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TOENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THECONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINALSTABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.PROJECT CONTACTSTHE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPSBEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HASBEEN FILED.*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES5/31/23MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:651-649-5451 OR 800-422-0798SITE INSPECTION AND MAINTENANCECONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THEPERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURINGACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATERQUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITEHAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECTSURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENTDEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OFTRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OFOFF SITE SEDIMENT ACCUMULATION.RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMITINSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITEINSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:A. DATE AND TIME OF INSPECTIONSB. NAME OF PERSONS CONDUCTING INSPECTIONSC. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONSD. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETINGMAINTENANCE ACTIVITIESE. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURSF. DOCUMENTS AND CHANGES MADE TO THE SWPPPREPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDEDBELOW:A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMESNONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETEREPAIRS BYB. THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.C. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONALOR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETEREPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER.D. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINSONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN72 HOURS OF DISCOVERY.E. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDINGDRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANYAREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVALAND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE ANDSUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.F. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TOMINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPINGG. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINALSTABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THEMPCA.AREA SUMMARYSPECIAL SITE NOTESIF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITYMODELING DATA IS AVAILABLE UPON REQUEST.THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:xSUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTSxIMPLEMENT THE SWPPP.xOVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THESWPPP.xIMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.xCONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAINLOGS AS PERMIT REQUIRES.xIDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADDTHEM.xIDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.xENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.xFILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FORASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.PERMITSTHE FOLLOWING PERMITS APPLY TO THIS PROJECT:NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILLNOT BE REQUIRED.LOCATION OF SWPPP REQUIREMENTSTHE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACESWITHIN THE PLAN SET.SWPPP AMENDMENTSA QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USEOF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THEREPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS ASNECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THEREIS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONALCONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACEWATERS OR GROUNDWATER.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS ASNECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVERINSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCAOFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THEDISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOTCONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2PROJECTSITE1-MILE RADIUSAROUND PROJECTRICE LAKECROW RIVERCONTACT INFORMATIONORGANIZATION CONTACT NAME PHONEENDEAVOR DEVELOPMENT JOSHUA J. BUDISH952-210-5870ANDERSON ENGINEERING (SWPPP DESIGN)MARKUS TOLKKINEN763-412-4000RJ RYANJEREMY THOMAS651-365-7009ACREAGE SUMMARYAREA ACRESPROPERTY78.50DISTURBED36.45IMP. PRE-CONSTRUCTION0.97IMP. POST-CONSTRUCTION16.73NEW IMP.15.76PERVIOUS AT COMPLETION72.73AGENCY TYPE OF PERMIT PERMIT # AND DATESMINNESOTA POLLUTIONCONTROL AGENCY (MPCA)NPDES CONSTRUCTIONPERMIT[#]CITY OF OTSEGO GRADING PERMIT[#]CITY OF OTSEGO BUILDING PERMIT[#]CITY OF OTSEGO WETLAND PERMIT[#]WATERS WITHIN 1 MILE RADIUSNAME OF WATERBODYTYPE (LAKE,RIVER,WETLAND,DITCH, ETC)APPENDIX ASPECIAL WATER(YES OR NO)IMPAIREDWATER WITHIN 1MILE OFPROJECT SITE(YES OR NO)APPROVEDTMDLRECEIVINGWATERS(YES OR NO)MISSISSIPPI RIVER RIVER YES NO YES NOCROW RIVER RIVER NO YES YES NORICE LAKE LAKE NO NO NO NOMISSISSIPPIRIVERMississippi RiverPLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021SWPPP - PAGE 1C-12
STABILIZATION TIME FRAMESALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THEPLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH ADENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALLTEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BEREMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OFCONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY ORPERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHINTHE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCURMORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILESWITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARENOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT.2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOTACCEPTABLE STABILIZATION METHODS IN THESE AREAS.3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEINGPERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMESIN THE NPDES PERMIT.4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROLBMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THESEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEEDMIXTURE 21.111B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITHSEED MIXTURE 21-112C.MULTI YEAR CONSTRUCTION 22-1115. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TOBE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THESWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THESWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES.2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FORCONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEARAREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITEMANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND ASREQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER INWRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITEMANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITEMANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THEENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THEUNTIMELY SUBMITTAL.3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSIONCONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENTPRACTICABLE.4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOTTO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMESNECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAINWRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVEALL NATURAL BUFFERS SHOWN ON THE PLANS.6. ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE.PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEPCHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDEVELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED ASNECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURESEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TOCOMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIESCOMMENCE.9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIESBEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE ANDTHE SITE IS STABILIZED.10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITYSHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TOSURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEETFROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURALBUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY.INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETERCONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OFCONSTRUCTION.14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTOPAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITSOF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHENEVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT ANACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION ANDMAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL.15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINSWHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THESEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BETREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERSOR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINSREGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARYSEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBINGACTIVITY IS COMPLETED.16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAININGPURPOSES.POLLUTION PREVENTION1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS,PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, ANDLANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT.3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUSMATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TOTHE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE.STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL,DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOODPRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERSWITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED ORKNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE.USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALSFORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE ASPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINEDAT.7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAINRUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHEREFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE ANDEQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE.8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOTCONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT INRUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE INTHE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSALSITE. SUBMIT PLAN TO THE ENGINEER.10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE ORPLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUSWASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATERCONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST,PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE,DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERINGSTORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY ANDPLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCESYSTEMS INCLUDING DITCHES AND CULVERTS.RECORD RETENTIONTHE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPTON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONGWITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION (NOT).1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEENIMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHERBINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENTSTORMWATER MANAGEMENT SYSTEMS.SWPPP SCHEDULE OF INSTALLATION & MAINTENANCEDESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS[IF APPLICABLE, DESCRIBE PERMANENT STORMWATER TREATMENT SYSTEM]CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENTSYSTEMS[INCLUDE CALCULATIONS FOR TEMPORARY / PERMANENT STORMWATER SYSTEM]ESTIMATED BMPS QUANTITIESSTORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2AREA TIME FRAME NOTESLAST 200 LINEAL FEET OF DRAINAGEDITCH OR SWALEWITHIN 24 HOURS OF CONNECTION TOSURFACE WATER OR PROPERTY EDGE1, 2, 3REMAINING PORTIONS OF DRAINAGEDITCH OR SWALE7 DAYS1, 3PIPE AND CULVERT OUTLETS 24 HOURSSTOCKPILES 7 DAYS 1ITEM INSTALLATIONINSPECTION &MAINTENANCEREMOVALSILT FENCEPRIOR TO COMMENCEMENT OFEARTHWORK OPERATIONS.INSPECT & MAINT. AFTER EACHRUN-OFF EVENT. REMOVESEDIMENTS AS REQUIRED.AFTER TRIBUTARY DRAINAGEAREA IS RESTORED.ROCK CONST.ENTRANCEPRIOR TO COMMENCEMENT OFEARTHWORK OPERATIONS.INSPECT REGULARLY. MAINTAINAS NEEDED.PRIOR TO PAVING.OUTLET SKIMMERSTRUCTUREAFTER POND GRADING ISCOMPLETED.INSPECT REGULARLY. MAINTAINAS NEEDED.PERMANENT.RIP-RAP &FILTERUPON COMPLETION OF PONDGRADING, CONC. SWALE CONST.AND OUTLET INSTALLATION.INSPECT & MAINTAIN AT LEASTANNUALLY AND AFTER HEAVYRAINFALL EVENT.PERMANENT.DETENTION PONDDURING EARTHWORKOPERATIONS.AFTER HEAVY RAINFALL EVENTS.REMOVE SEDIMENTS AS NEEDED.PERMANENT.SEED & MULCH AFTER POND GRADING ISCOMPLETED.INSPECT & MAINTAIN AFTER HEAVYRAINS. REPLACE WASH-OUTAREAS IMMEDIATELYNO REMOVAL NECESSARY.INLET PROTECTION UPON INLET CONSTRUCTINGWHEN 1/3 CAPACITY OF BMP ISREACHEDAFTER TRIBUTARY AREASARE FULLY RESTOREDBMP ORIGINAL ESTIMATE MODIFICATION DATEENERGY DISSIPATERTEMP. DIVERSION DIKESCHECK DAMSTEMP SEEDINGPERMANENT SEEDINGPERMANENT SODDINGMULCHES (SPECIFY TYPES)CAT 3 EROSION CONTROL BLANKETSOIL TACKIFIERSSILT FENCINGEROSION CONTROL MATSSTORM DRAIN INLET PROTECTIONTEMPORARY OR PERMANENTSEDIMENTATION BASINSCONSTRUCTION ENTRANCEDEWATERING (TREATMENT LOCATION,SCHEMATIC, & SAMPLING PLAN REQUIREDCONCRETE TRUCK WASHOUTPLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021SWPPP - PAGE 2C-13
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021DETAILS 1C-14
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021DETAILS 2C-15
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021DETAILS 3C-16
PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 |ae-mn.comP763.412.4000 |F763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021DETAILS 4C-17SEE C-18 FOR ORRIFICE SIZING
DETAILS 5C-18PLOTTED:COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.ERIK B. HEDMAN, PE57177NOT FOR CONSTRUCTION12/29/2021BOTTOM OF FILTRATION BASIN = 899.5TOP OF BERM = 908.50TOP OF SAND = 900.504112" FILTER MIX B (SEE NOTE 1)4" DRAINTILE SCH. 40 PVC (SEE PLANS FOR DETAILS)WITH CIRCULAR KNIT FABRIC PIPE SOCKINV = 899.5 (TYP)NOTE:1. FILTER MIX B:- 70 TO 85% CONSTRUCTION SAND (ASTM C-33 WASHED)- 15 TO 30% ORGANIC MATTER (MNDOT GRADE 2 COMPOST)41411POND FILTRATION BASIN DETAIL (POND P1 & OCS-506)NTS4" PVC DRAINTILEINV. = 899.5CORE-DRILL IN FIELDTOP OF BERM = 908.5EOF = 907.5TOP OF WEIR = 904.021" RCP INV = 899.312" RCP INV = 901.0SKIMMER = 906.5WATERQUALITY VOLUMENWL = 902.0OCS-50610.0' (TYP)901.04" DIA. ORIFICE = 902.0 (NWL)BOTTOM OF FILTRATION BASIN = 896.0TOP OF BERM = 904.50TOP OF SAND = 897.04112" FILTER MIX B (SEE NOTE 1)4" DRAINTILE SCH. 40 PVC (SEE PLANS FOR DETAILS)WITH CIRCULAR KNIT FABRIC PIPE SOCKINV = 896.0 (TYP)NOTE:1. FILTER MIX B:- 70 TO 85% CONSTRUCTION SAND (ASTM C-33 WASHED)- 15 TO 30% ORGANIC MATTER (MNDOT GRADE 2 COMPOST)41412POND FILTRATION BASIN DETAIL (POND P2 & OCS-409)NTSTOP OF BERM = 904.5EOF = 903.1TOP OF WEIR = 901.121" RCP INV = 895.312" RCP INV = 898.0SKIMMER = 902.1WATERQUALITY VOLUMENWL = 899.0OCS-40910.0' (TYP)897.56" DIA. ORIFICE = 899.0 (NWL)4" PVC DRAINTILEINV. = 896.0CORE-DRILL IN FIELD
390,676 SFWAREHOUSE1474 SFMECH2915920920920920920
925
92592593093093511White Fir6` HT. B&B925925925930935900900900905905905905910910910915915920925925925930920925930935935940920895895895900900900905905 9059102American Hophornbeam2 - 1/2" CAL. B&B2White Fir6` HT. B&B2American Hophornbeam2 - 1/2" CAL. B&B2Red Pine6` HT. B&B2American Hophornbeam2 - 1/2" CAL. B&B2Red Pine6` HT. B&B13Red Pine6` HT. B&B4Spring Snow Crabapple2" CAL. B&B3American Hophornbeam2 - 1/2" CAL. B&B2Accolade Elm2 - 1/2" CAL. B&B3Common Hackberry2 - 1/2" CAL. B&B3American Hophornbeam2 - 1/2" CAL. B&B2Northern Pin Oak2 - 1/2" CAL. B&B1Northern Pin Oak2 - 1/2" CAL. B&B6White Fir6` HT. B&B3Red Pine6` HT. B&B3Accolade Elm2 - 1/2" CAL. B&B29Common Hackberry2 - 1/2" CAL. B&B30Northern Pin Oak2 - 1/2" CAL. B&B3American Hophornbeam2 - 1/2" CAL. B&B8White Fir6` HT. B&B2Northern Pin Oak2 - 1/2" CAL. B&B1Common Hackberry2 - 1/2" CAL. B&B2Common Hackberry2 - 1/2" CAL. B&B1Northern Pin Oak2 - 1/2" CAL. B&B3Spring Snow Crabapple2" CAL. B&B6White Fir6` HT. B&B3Common Hackberry2 - 1/2" CAL. B&B3Northern Pin Oak2 - 1/2" CAL. B&BSCALE:1PLANTING PLAN - OVERALL - TREES & GROUNDCOVER 1" = 100'PLOTTED: COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.DEREK J. SEIFERT, PLA56013PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA.DATE:LICENSE NO.12/29/2021NOT FOR CONSTRUCTION0 100' 200'NPLANTING PLAN -OVERALLL-165TH ST NEQUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCK = 919.01L-2WASHED RIVER ROCK MULCHW/ WEED BARRIER FABRICTURF W/ IRRIGATION - SOD OR SEED (OPTION)BASIS OF DESIGN - MnDOT MIX 25-131NATIVE AREA SEED - MnDOT MIX 35-241WET AREA SEED - MnDOT MIX 33-261FILTRATION AREA SEED - MnDOT MIX 33-261NEW TREESPROPERTY LINECONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURNATIVE SEED AREAEXISTINGWETLAND1. LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TOSUBMITTING A BID TO BECOME COMPLETELY FAMILIAR WITH SITECONDITIONS.2. ALL ROUGH AND FINISH GRADING TO BE DONE BY OTHERS.3. NO PLANTING SHALL BE INSTALLED UNTIL ALL GRADING, BUILDING,CONSTRUCTION, UTILITY WORK & IRRIGATION (IF APPLICABLE) HASBEEN COMPLETED IN THE AREAS TO BE PLANTED.4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALLUNDERGROUND CABLES, CONDUITS, WIRES, ETC., ON THE PROPERTY.5. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTSSHOWN ON THE PLAN AND THE NUMBER OF PLANTS SHOWN IN THEPLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILLTAKE PRECEDENCE.6. ALL PROPOSED PLANT MATERIAL SHALL BE LOCATED CAREFULLY ASSHOWN ON THE PLAN. IF THE CONTRACTOR BELIEVES AN ERRORHAS BEEN MADE REGARDING SPACING OR LOCATION OF THE PLANTMATERIAL INDICATED ON THE PLAN, NOTIFY THE LANDSCAPEARCHITECT PRIOR TO INSTALLATION.7. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCEOF THE PLANT MATERIAL (WATERING, SPRAYING, FERTILIZING,MOWING, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED, BY THEOWNER.8. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO PROPERTYDAMAGE FROM PLANTING OPERATIONS AT NO COST TO THE OWNER.9. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE GUARANTEEDTHROUGH ONE CALENDAR YEAR STARTING FROM THE DATE OFACCEPTANCE ESTABLISHED BY THE OWNER.10. THE CONTRACTOR SHALL MEET WITH THE OWNER OR OWNERSREPRESENTATIVE ON SITE WHEN THEY FEEL THE PROJECT ISCOMPLETE ACCORDING TO THE CONTRACT DOCUMENTS. IF ALLWORK IS SATISFACTORY AND COMPLETE ACCORDING TO THECONDITIONS OF THE CONTRACT DOCUMENTS, THEN THE OWNERMUST DECLARE THE PROJECT COMPLETE. THIS DECLARATION WILLCONSTITUTE AS THE BEGINNING OF THE ONE (1) YEAR WARRANTEEPERIOD FOR ALL PLANT MATERIAL. THE OWNER SHALL PROVIDE ALETTER WITH SIGNATURE STATING THE DATE OF ACCEPTANCE.11. WIND BURN OR OTHERWISE DAMAGED PLANT MATERIAL WILL NOT BEACCEPTED.12. CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USINGAPPROPRIATE SIZE TREE SPADE FOR B & B WITH OWNER APPROVAL.13. THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, SCREWS,WIRES, ETC. TO PENETRATE THE OUTER SURFACE OF THE TREES.14. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALLTREE STAKES, GUYS, STRAPS AND TRUNK PROTECTION MEASURESFOLLOWING THE COMPLETION OF THE WARRANTEE PERIOD OR ASDIRECTED BY THE OWNER.15. LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNERWITH MAINTENANCE INFORMATION DURING THE GUARANTEE PERIODRELATING TO WATERING, FERTILIZING, PRUNING, PEST CONTROL,AND RELATED ITEMS. THIS WILL BE PREPARED AND DELIVERED TOTHE OWNER AFTER PROVISIONAL INSPECTION APPROVAL HAS BEENGIVEN BY THE OWNER AND/OR LANDSCAPE ARCHITECT.16. INSTALL CORRUGATED PLASTIC TREE GUARDS, WHITE IN COLOR,WITH THE SIZE OF TUBE 1" DIA. (MIN.) LARGER THAN THE CALIPER OFTHE TREE TO BE PROTECTED.17. CONTRACTOR TO FURNISH & STALL PLASTIC EDGING AS SHOWN ONTHE PLANS & DETAILS. PLASTIC EDGING SHALL BE MEDIUM DENSITYPOLYETHYLENE WITH U.V. INHIBITOR, BLACK IN COLOR, WITH ATOTAL DEPTH OF 5” (1” DIA. TOP AND 4” SHAFT WITH 1.5” V EVERY 3-1/2FEET OF EDGING. INSTALL PER MANUFACTURERRECOMMENDATIONS.18. LANDSCAPE FABRIC (FILTER MAT) TO HAVE A COMBINED WEIGHT OF4.5-5.5 OZ. PER S.Y. FABRIC SHOULD BE U.V. STABILIZED AND HAVE AFIVE YEAR MINIMUM WEATHERABILITY FACTOR IN FULL SUNLIGHT.FABRIC TO BE PHILLIPS DUON R OR EQUIVALENT. SAMPLE REQUIREDFOR APPROVAL.19. 3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLEDUNDER ALL TREES AND SHRUBS THAT ARE ISOLATED FROMGROUNDCOVER AREAS AND GENERAL SHRUB MASSES.20. 3” DEPTH 1”TO 1-1/2” WASHED RIVER ROCK SHALL BE INSTALLEDOVER LANDSCAPED FABRIC AS INDICATED ON THE PANS & DETAILS.21. CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUND LEVEL FORLARGER SIZES.22. CRABAPPLE TREES SHALL HAVE NO BRANCHES BELOW 36" ABOVETHE ROOT BALL, AND HAVE NO 'V' CROTCHES.23. FOR BALLED & BURLAP PLANT MATERIAL, REMOVE THE TOP HALF OFTHE BURLAP FROM THE ROOT BALL. WIRE CAGES, STRAPS, ETC.SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL BEFOREINSTALLATION.24. ALL CONTAINER MATERIAL SHALL HAVE BEEN GROWN IN CONTAINERFOR A MINIMUM OF 6 MONTHS PRIOR TO INSTALLATION.25. SHRUBS AND GROUNDCOVER SHALL BE PLANTED A MINIMUM OF ONEHALF THEIR ON-CENTER SPACING FROM PAVING EDGE UNLESSOTHERWISE NOTED.26. DECIDUOUS SHRUBS SHALL HAVE MINIMUM OF FIVE (5) CANES ATSPECIFIED HEIGHT UNLESS OTHERWISE NOTED IN PLANT SCHEDULE.27. LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL NURSERYGROWN PLANT MATERIAL CONFORMING TO THE REQUIREMENTS ANDRECOMMENDATIONS OF THE LATEST EDITION OF ANSI Z60.1STANDARDS UNLESS OTHERWISE NOTED IN THE PLANS ORSPECIFICATIONS.GENERAL LANDSCAPE NOTES:3L-22L-2FILTRATION BENCH,SEE CIVILEXISTINGWETLANDEXISTINGWETLANDEXISTINGWETLANDFILTRATION BENCH,SEE CIVILEXISTINGWETLAND96696525' MAX. ALONGPROPERTY LINE1. PLANTING SCHEDULES ON SHEET L-3.2. SEE SHEET L-2 FOR SHRUB & PERENNIALPLANTING PLANS.3. IRRIGATION NOTES ON SHEET L-3.4. TOPSOIL AND SEEDING NOTES ONSHEET L-3.5. SEE CIVIL SHEETS FOR GRADING,UTILITY, AND FILTRATION BENCHDETAILS.SHEET NOTES:PLANTING PLAN LEGENDPROPERTY LINEWET SEED AREAWET POND,SEE CIVILWET POND,SEE CIVIL490ft. from buildingto property line305ft. from truck parking to property lineAdd 14ft. screening wall5ft. berm 8ft. evergreens
92092092592592592593093520Blueberry Delight Juniper2 GAL. CONT.12Autumn Joy Sedum1 GAL. CONT.14Autumn Magic Black Chokeberry5 GAL. CONT.23Sunjoy Gold Pillar Japanese Barberry5 GAL. CONT.31Walker's Low Catmint2 GAL. CONT.5Amber Jubilee Ninebark5 GAL. CONT.5Blue Muffin Arrowwood Viburnum5 GAL. CONT.17Blueberry Delight Juniper2 GAL. CONT.113Walker's Low Catmint2 GAL. CONT.87Sunjoy Gold Pillar Japanese Barberry5 GAL. CONT.12Gro-Low Fragrant Sumac5 GAL. CONT.45Karl Foerster Feather Reed Grass2 GAL. CONT.27Sea Green Pfitzer Juniper5 GAL. CONT.20Amber Jubilee Ninebark5 GAL. CONT.13Walker's Low Catmint2 GAL. CONT.14Sunjoy Gold Pillar Japanese Barberry5 GAL. CONT.7Blueberry Delight Juniper2 GAL. CONT.6Autumn Magic Black Chokeberry5 GAL. CONT.24Blueberry Delight Juniper2 GAL. CONT.17Walker's Low Catmint2 GAL. CONT.12Autumn Joy Sedum1 GAL. CONT.31Sunjoy Gold Pillar Japanese Barberry5 GAL. CONT.14Autumn Magic Black Chokeberry5 GAL. CONT.Blue M930t10Amber Jubilee Ninebark5 GAL. CONT.10Blue Muffin Arrowwood Viburnum5 GAL. CONT.9 20
12Autumn Magic Black Chokeberry5 GAL. CONT.4Sea Green Pfitzer Juniper5 GAL. CONT.919Gro-Low Fragrant Sumac5 GAL. CONT.PLOTTED: COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.DEREK J. SEIFERT, PLA56013PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA.DATE:LICENSE NO.12/29/2021NOT FOR CONSTRUCTION0 30' 60'NPLANTING PLAN -ENLARGEMENTS& DETAILSL-2MATCHLINE - SEE 1A/L-2QUEENS AVE NEPROPOSED WAREHOUSEFFE = 923.0LOADING DOCK = 919.0MATCHLINE - SEE 1B/L-2 SCALE:7EVERGREEN TREE PLANTING (TYP.)N.T.S.SCALE:3SHRUB BED SPACING (TYP.)N.T.S.SCALE:5DECIDUOUS SHRUB PLANTING (TYP.)N.T.S.SCALE:6DECIDUOUS TREE PLANTING (TYP.)N.T.S.EDGE OFGROUNDCOVERAREA/WALK EDGEDISTANCE FROMEDGE IS 12 THESPECIFIEDO.C. SPACINGTRIANGULAR SPACE,AT SPECIFIED O.C.DISTANCE -EQUIDISTANTPLANT CENTERMULCHROOTBALLPLANTING SOILNATIVE SOILNOTE:- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM- SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACINGMIN.6"LAWN SURFACEUNDISTURBED ORCOMPACTED SOILPLANTING SOILLINE OF PLANTINGPIT WHEN PLANTEDINDIVIDUALLYUNDISTURBED ORCOMPACTED SOIL3" DEPTH MULCHPAVED SURFACE,IF APPLICABLESCALE:4CONIFEROUS SHRUB PLANTING (TYP.)N.T.S.QUEENS AVE NESCALE:1APLANTING PLAN - SHRUBS 1" = 30'SCALE:1BPLANTING PLAN - SHRUBS 1" = 30'SCALE:2PLANTING PLAN - SHRUBS 1" = 30'ALL PLAN VIEWS THIS SHEETSCALE:3PLANTING PLAN - SHRUBS 1" = 30'WASHED RIVER ROCK MULCHW/ WEED BARRIER FABRICTURF W/ IRRIGATION - SOD OR SEED (OPTION)BASIS OF DESIGN - MnDOT MIX 25-131NATIVE AREA SEED - MnDOT MIX 35-241WET AREA SEED - MnDOT MIX 33-261FILTRATION AREA SEED - MnDOT MIX 33-261NEW SHRUBS & PERENNIALS(W/ IRRIGATION)PROPERTY LINECONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR9669651. PLANTING SCHEDULES ON SHEET L-3.2. SEE SHEET L-1 FOR TREE LOCATIONS.3. IRRIGATION NOTES ON SHEET L-3.4. TOPSOIL AND SEEDING NOTES ON SHEET L-3.5. SEE CIVIL SHEETS FOR GRADING, UTILITY, ANDFILTRATION BENCH DETAILS.SHEET NOTES:PLANTING PLAN LEGEND
SHRUBSQTYCOMMON / BOTANICAL NAMECONTSIZEREMARKS46 AUTUMN MAGIC BLACK CHOKEBERRY CONT. 5 GAL.ARONIA MELANOCARPA 'AUTUMN MAGIC'155 SUNJOY GOLD PILLAR JAPANESE BARBERRY CONT. 5 GAL. MIN. 5 CANES @ 12" HT.BERBERIS THUNBERGII 'MARIA' TM68 BLUEBERRY DELIGHT JUNIPER CONT. 2 GAL.JUNIPERUS COMMUNIS DEPRESSA 'AMIDAK' TM31 SEA GREEN PFITZER JUNIPER CONT. 5 GAL.JUNIPERUS X PFITZERIANA 'SEA GREEN'35 AMBER JUBILEE NINEBARK CONT. 5 GAL. MIN. 5 CANES @ 12" HT.PHYSOCARPUS OPULIFOLIUS 'JEFAM' TM31 GRO-LOW FRAGRANT SUMAC CONT. 5 GAL. MIN. 5 CANES @ 12" HT.RHUS AROMATICA 'GRO-LOW'15 BLUE MUFFIN ARROWWOOD VIBURNUM CONT. 5 GAL. MIN. 5 CANES @ 12" HT.VIBURNUM DENTATUM 'CHRISTOM' TMPERENNIALSQTYCOMMON / BOTANICAL NAMECONTSIZEREMARKS45 KARL FOERSTER FEATHER REED GRASS CONT. 2 GAL.CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'174 WALKER'S LOW CATMINT CONT. 2 GAL.NEPETA RACEMOSA 'WALKER'S LOW'24 AUTUMN JOY SEDUM CONT. 1 GAL.SEDUM X 'AUTUMN JOY'CONIFEROUS TREESQTYCOMMON / BOTANICAL NAMECONT.SIZEREMARKS33 WHITE FIR B&B 6` HT. FULL FORM TO GRADE - 12"ABIES CONCOLOR MAX. LEADER LENGTH.SHEARED AND CLIPPEDTREES WILL NOT BEACCEPTED.20 RED PINE B&B 6` HT. FULL FORM TO GRADE - 12"PINUS RESINOSA MAX. LEADER LENGTH.SHEARED AND CLIPPEDTREES WILL NOT BEACCEPTED.DECIDUOUS TREESQTYCOMMON / BOTANICAL NAMECONT.SIZEREMARKS38 COMMON HACKBERRY B&B 2 - 1/2" CAL. SINGLE STRAIGHT LEADERCELTIS OCCIDENTALIS - NO "V" CROTCHES.15 AMERICAN HOPHORNBEAM B&B 2 - 1/2" CAL. SINGLE STRAIGHT LEADEROSTRYA VIRGINIANA - NO "V" CROTCHES.39 NORTHERN PIN OAK B&B 2 - 1/2" CAL. SINGLE STRAIGHT LEADERQUERCUS ELLIPSOIDALIS - NO "V" CROTCHES.5 ACCOLADE ELM B&B 2 - 1/2" CAL. SINGLE STRAIGHT LEADERULMUS X `ACCOLADE` - NO "V" CROTCHES.ORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONT.SIZEREMARKS7 SPRING SNOW CRABAPPLE B&B 2" CAL. SINGLE STRAIGHT LEADERMALUS X `SPRING SNOW` - NO BRANCHES BELOW36" HT.PLOTTED: COMM. NO.DRAWING NO.---- 16604PROJECT OLLIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:EBHKWHEBHDECEMBER 29, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE16705 65TH ST. NEOTSEGO, MN 55330ENDEAVORDEVELOPMENTPRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.DEREK J. SEIFERT, PLA56013PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA.DATE:LICENSE NO.12/29/2021NOT FOR CONSTRUCTION1. LANDSCAPE CONTRACTOR SHALL ENSURE THAT NEWTREES MOVED ONTO THE SITE ARE DUG FROM SIMILARSITES WITH SIMILAR SOILS TO THE SOILS OF THISPROJECT (HEAVY TO HEAVY, LIGHT TO LIGHT. HEAVY TOLIGHT SOILS). CONTRACTOR SHALL REVIEW SOILCONDITIONS/TYPES WITH OWNER/LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.2. ALL NEWLY INSTALLED PLANT MATERIAL SHALL BEPLANTED IN WELL-DRAINED AREAS. NOTIFY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF ANYPLANT MATERIAL IS LOCATED IN DRAINAGE SWALES ORWET & POORLY DRAINED AREAS.3. ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS:3.1. SUMMER AND FALL PLANTING: 0-20-20 GRANULAR (INSAUCER AROUND PLANT AT THE RATE OF 12 OZ. PER2-3" CAL. TREE & 6 OZ. PER SHRUB).3.2. SPRING PLANTING: 10-10-10 GRANULAR (APPLYABOVE REFERENCED FERTILIZER AT A RATE OF 12 OZ.PER 1-1/2” CAL. TREE OR LARGER & 6 OZ. PER SHRUB& PERENNIAL.4. ALL PLANTINGS SHALL RECEIVE AN AMENDED SOIL MIXCONSISTING OF THREE (3) PARTS:4.1. 45% APPROVED TOPSOIL (ONE SITE PREFERRED)4.2. 45% ORGANIC MATTER (TYPE 1 SPHAGNUM PEATMOSS FINELY DIVIDED WITH A PH OF 3.1 - 5.0.)4.3. 10% SAND (FINE CLEAN MASONRY SAND)5. AREAS CONFINED TO A MASS PLANTING AREA (PLANTINGBED) SHALL RECEIVE THE AMENDED SOIL MIX AT MIN. 12"DEPTH THROUGHOUT THE PLANTING AREA. AMENDEDSOIL MIX SHALL BE MIXED THOROUGHLY AND INSTALLEDIN 6” LIFTS.6. AREAS TO RECEIVE SOD OR SEED SHALL HAVE A 6”MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL PROVIDEFERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL,REASONABLY FREE OF SUBSOIL, CLAY CLUMPS, BRUSHWEEDS AND OTHER LITTER, AND FREE OF ROOTS,STUMPS, STONE LARGER THAN 1” IN ANY DIMENSION, ANDOTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TOPLANT GROWTH.7. SOD (IF SELECTED) SHALL BE HIGHLAND SOD, 30" X 100'ROLLS PREFERRED WHERE APPLICABLE, TO BE LAIDPARALLEL WITH THE CONTOURS AND HAVE STAGGEREDJOINTS. ON SLOPES STEEPER THAN 3:1 OR DRAINAGESWALES, THE SOD SHALL BE STAKED INTO THE GROUND.SCARIFY THE EXISTING GRADES WITH FIELD CULTIVATORPRIOR TO PLACING OF TOPSOIL AND FINISH GRADING FORSOD. IMMEDIATELY PRIOR TO PLACING SOD,CONTRACTOR SHALL APPLY 10-6-4 FERTILIZER AT THERATE OF 10 POUNDS PER 1000 SQ. FT.8. ALL AREAS SPECIFIED AS 'TURF SEED' OR "MNDOT 25-131"TO BE SEEDED PER MNDOT RECOMMENDED APPLICATIONRATES AND METHODS. "MNDOT 25-131" OR APPROVEDEQUAL IS A BASIS OF DESIGN. CONTRACTOR ISRESPONSIBLE FOR ALL EROSION CONTROL NEEDS TOESTABLISH VIGOROUS GROWTH PER MNDOT 2014SEEDING MANUAL STANDARDS.9. ALL AREAS SPECIFIED AS 'NATIVE SEED' TO BE SEEDEDWITH MNDOT MIX 35-241. BROAD CAST, DRILL AND/ORHYDROSEED AT A RATE OF 36.5 LBS./AC. WITH 2 TONSSHREDDED AND PUNCHED IN PLACE STRAW PER ACRE.SEED MIX SHALL BE ABLE TO WITHSTAND PERIODICFLOODING.10. ALL AREAS SPECIFIED AS 'WET AREA SEED,' 'FILTRATIONAREA SEED,' OR "MNDOT 33-261" TO BE SEEDED PERMNDOT RECOMMENDED APPLICATION RATES ANDMETHODS. "MNDOT 33-261" OR APPROVED EQUAL IS ABASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FORALL EROSION CONTROL NEEDS TO ESTABLISH VIGOROUSGROWTH PER MNDOT 2014 SEEDING MANUAL STANDARDS.REFER TO NOTE 11 BELOW FOR ADDITIONALINFORMATION REGARDING FILTRATION BENCHES.11. FILTRATION BASINS AND BENCH SHALL HAVE A 12"MINIMUM DEPTH OF FILTRATION MEDIA CONSISTING OF:11.1. 70-85% CONSTRUCTION SAND (ASTM C-33 WASHED)11.2. 15-30% ORGANIC MATTER (MnDOT GRADE 2COMPOST)GENERAL SEEDING & TOPSOIL NOTES:1. PRIOR TO CONSTRUCTION, VERIFY WITH THE GENERALCONTRACTOR AND ALL LOCAL UTILITY COMPANIES TOLOCATE EXACT LOCATIONS OF UNDERGROUND UTILITIES.2. ALL AREAS DENOTED AS 'TURF SEED' OR "MnDOT 25-131"SEED SHALL RECEIVE PERMANENT IRRIGATION SYSTEMFOR ESTABLISHMENT AND SUPPLEMENTAL WATERINGPURPOSES.3. THE IRRIGATION SHALL BE DESIGN/BUILD SYSTEM BY THECONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUTPLAN AND SPECIFICATIONS AS PART OF THE SCOPE OFWORK WHEN BIDDING. THESE SHALL BE APPROVED BY THEOWNER PRIOR TO ORDER AND/OR INSTALLATION.4. VALVE AND CIRCUITS SHALL BE SEPARATED BASED ONWATER USE, SO THAT TURF AREAS ARE WATEREDSEPARATELY FROM SHRUB AND GROUND COVER AREAS.IRRIGATION HEADS IN TURF AREAS SHALL BE VALVEDSPEARATELY FROM SHRUB AMD GROUND COVER AREAS. ITIS RECOMMENDED THAT FULL SUN AND SHADY AREAS TOBE VALVED SEPARATELY AS WELL AS HIGH RUN-OFF ANDLOW RUN-OFF AREAS TO BE VALVED SEPARATELY.5. CONFIRM LIMITS OF IRRIGATION, EXISTING AND FUTUREHARDSCAPE AND BUILDING LOCATIONS PRIOR TO THEDESIGN OF THE IRRIGATION SYSTEM.6. CONTRACTOR SHALL VERIFY WATER SOURCE LOCATIONAND PRESSURE AND SUPPLY A SYSTEM THAT PROVIDESFULL AND COMPLETE COVERAGE TO ALL AREAS TO BEIRRIGATED.7. SYSTEM SHOULD BE DESIGNED TO COMPLETE WATERSCHEDULES WITHIN 12-HOURS MAXIMUM.8. RAIN SENSORS AND OTHER WATER SAVINGTECHNOLOGIES SHALL BE INCLUDED WITHIN THEIRRIGATION DESIGN.9. PROVIDE THE OWNER WITH AN OPERATING SCHEDULETHAT WORKS WITH THE APPROVED LAYOUT PLAN ANDIDENTIFY ANY FIELD ADJUSTMENTS PRIOR TO PROJECTCOMPLETION.10. AVOID OVER-SPRAY ONTO ROADS, SIDEWALKS, SIGNS ANDPARKING AREAS. SPRINKLER ARCS SHALL BE DETERMINEDON SITE BY THE IRRIGATION INSTALLER TO PROVIDE THEMAXIMUM COVERAGE POSSIBLE. CAREFULLY ADJUST THEARCS AND RADIUS OF EACH SPRINKLER TO PROVIDEHEAD-TO-HEAD COVERAGE.11. WITHIN EXTREME SLOPED AREAS:11.1. INSTALL STATIONS SEPARATELY FOR TOP ANDBOTTOM OF SLOPED AREAS11.2. INSTALL LATERAL PIPES PARALLEL TO SLOPE11.3. IF SLOPE IS TOO EXTREME FOR MACHINERY, INSTALLLATERAL PIPES SAFELY AND TEE-FEED INDIVIDUALSPRINKLERS VIA DOWNHILL PIPING PERPENDICULARTO FEED LINE12. LOCATE VALVE BOXES AWAY FROM ROAD/CURB SO THEYARE LESS VISUAL WHERE APPLICABLE.13. DO NOT TRENCH THROUGH THE ROOT BALLS OF NEWPLANTINGS.14. MAINLINE PIPING BENEATH TRAFFIC AREAS SHALL BEINSTALLED WITH A MINIMUM EARTH COVER OF 30-INCHESFROM BOTTOM OF ROAD SUB-GRADE AND CONTAINSLEEVES NOT LESS THAN TWO NOMINAL DIMENSIONSGREATER THAT THE PIPE PASSING THROUGH.15. IRRIGATION INSTALLER SHALL FURNISH AND INSTALLSLEEVE MATERIAL UNDER ALL ROADWAYS, WALKS ANDDRIVEWAYS WHERE NECESSARY.16. TOP OF MAINLINES SHALL BE AT LEAST 30-INCHES BELOWGRADE IN TURF AREAS.17. TOP OF LATERAL LINES SHALL BE AT LEAST 18-INCHESBELOW GRADE.18. MAINLINE PRESSURE PIPE FITTINGS 3-INCHES AND LARGERSHALL BE PUSH ON GASKET JOINED AND SHALL HAVEMECHANICAL JOINT RESTRAINTS. MAINLINE PRESSUREPIPE FITTINGS 2.5-INCHES AND SMALLER SHALL BE GLUEDAND SHALL HAVE CONCRETE THRUST BLOCKS AT FITTINGSTHAT COMPRISE CHANGE IN DIRECTION.19. OTHERS SHALL FURNISH, INSTALL AND BRING 24-INCHESABOVE GRADE A MUNICIPAL POTABLE STUB FORIRRGATION, COORDINATE WITH GENERAL CONTRACTOR.20. INSTALLER IS RESPONSIBLE FOR FURNISHING ANDINSTALLING THE BACKFLOW PREVENTOR, WATER METERAND BOOSTER PUMP, IF APPLICABLE.21. IRRIGATION CONTROL WIRE SHALL BE DIGITAL TWO-WIRE,UL LISTED FOR DIRECT BURIAL.22. CONNECT ALL ELECTRICAL WIRING IN ACCORDANCE WITHTHE NATIONAL ELECTRICAL CODE AND ALL APPLICABLELOCAL ELECTRIC UTILITY CODES INCLUDING:22.1. ALL LOW VOLTAGE IRRIGATION CONTROL WIRE SHALLBE INSTALLED WITH THE MAINLINE PIPE WHEREPOSSIBLE22.2. DO NOT LOOP THE LOW VOLTAGE IRRIGATIONCONTROL WIRE PATH.22.3. SNAKE WIRE AT BOTTOM OF TRENCH BENEATHMAINLINE.22.4. PROVIDE 18-INCH OF SLACK CONTROL WIRE AT ALLCHANGES IN DIRECTION.22.5. PROVIDE 24-INCH OF SLACK CONTROL WIRE AT EACHREMOTE CONTROL VALVE COILED INSIDE VALVE BOX.22.6. ALL WIRE SPLICES SHALL BE WATERTIGHTCONNECTORS AND CONTAINED IN VALVE BOX.22.7. ALL WIRING BENEATH HARDSCAPES SHALL BECONTAINED IN SLEEVING, SEPARATE FROM PIPING.ELECTRICAL SLEEVES ARE TO BE SIZEDAPPROPRIATELY FOR EASE OF WIRE INSTALLATIONAND REPAIR.22.8. ALL WIRING SHALL BE INDENTIFIED AT EACH END TOPROVIDE INDICATION AS TO WHICH LOCATION THEWIRE IS CONNECTED.22.9. GROUNDING PER MANUFACTURER'SRECOMMENDATION OR LOCAL ELECTRICAL CODE.23. SCHEDULE AND PROGRAM CONTROLLER AND VALVES FORAPPROPRIATE LANDSCAPE WATER REQUIREMENTS.IRRIGATION NOTESTREE SCHEDULE - FROM SHEET L-1SHRUB & PERENNIAL SCHEDULE - FROM SHEET L-2PLANTINGSCHEDULES &NOTESL-3
ENGINEERINGARCHITECTURE LAND SURVEYINGENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE
Review No. 1
ENGINEERING REVIEW
Residential Subdivision
Preliminary Plat
for the City of Otsego
by
Hakanson Anderson
Submitted to: Honorable Mayor and City Council
cc: Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Dan Licht, City Planner
Dave Kendall, City Attorney
Maren Lapham, Endeavor Development
Joshua Budish, Endeavor Development
Erik Hedman, Anderson Engineering
Ben Hodapp, Anderson Engineering
Reviewed by: Ronald J. Wagner, P.E.
Brent M. Larson, P.E.
Date: March 2, 2022
Proposed Development: Project Ollie
Development Location: A portions of the N ½ of the SE ¼ Section 36, T121, R23. South
of 65th Street and East of Queens Avenue
Applicant: Josh Budish, Endeavor Investments XII, LLC
Developer: Endeavor Development
200 Southdale Center
Minneapolis, MN 55435
Owners of Record: Fae Jabobs Family Real Estate Trust
Purpose: Project Ollie is a proposed industrial development on approximately
78.5 acres in the City of Otsego, Wright County, Minnesota. The
proposed development will be served with municipal water, sanitary
sewer, storm sewer, and public streets typical of an urban setting.
Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of
(but not limited to) Health, Minnesota Department of Natural Resources, Minnesota
Pollution Control Agency, Wright Soil and Water Conservation
District.
Permits Required: NPDES, Minnesota Department of Health (water),
(but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright
County
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TABLE OF CONTENTS
INFORMATION AVAILABLE
ALTA/EXISTING CONDITIONS
COVER SHEET
PRELIMINARY PLAT
DEMO PLAN
GRADING PLAN
UTILITY PLAN
WATERMAIN PLAN AND PROFILE
SANITARY PLAN AND PROFILE
PAVEMENT PLAN
EROSION CONTROL/SWPPP
DETAILS
STORM WATER MANAGEMENT
OTHER CONSIDERATIONS
SUMMARY AND/OR RECOMMENDATIONS
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INFORMATION AVAILABLE
ALTA/NSPS Existing Conditions Survey for Endeavor Development, dated 9/17/2021, by
Anderson Engineering
Preliminary Plans for Endeavor Development, dated 12/29/2021, by Anderson Engineering
Preliminary Storm Water Management Plan for Project Ollie, dated 12/29/2021, by Anderson
Engineering
Additional Information
Minnesota Rules, Chapter 4410 – EAW Requirement
City of Otsego Engineering Manual
City of Otsego Zoning and Subdivision Ordinances
National Wetland Inventory Map
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ALTA/EXISTING CONDITIONS
1. The developer is listed as Endeavor Development, Endeavor Holding Company, LLC,
and Endeavor Investment XII, LLC on various documents.
2. The following existing condition information are required:
A. Existing zoning classifications for land in and abutting the subdivision.
B. Some existing owners within 150’ of the site are missing (west of Queens Ave
and south of the east 40 aces labeled Harvest Run East 3rd Add, and outlot A in
Harvest Run 2nd Add).
C. NWL and 100-year flood elevations.
D. Statement certifying the environmental condition of the site including the
presence of any hazardous substance as defined in Minnesota Statutes 115B.02,
Subd 8.
3. The existing storm sewer pipe from the pond north of 65th Street near Queens Avenue
shall show the pipe flowing the to the south. This pipe is also mislabeled and is a 24”
RCP.
COVER SHEET
4. The plans submittal shall indicate these are “Preliminary” submittal.
5. The bench marks/plans are based on NGVD 1988 datum. All as-built plans provided by
the City for Queens Avenue and related utilities and storm water information are based on
NAVD 1929 datum. The existing conditions/ALTA survey the elevation difference
between the datums appears to be approx. 0.33’ different. It shall be verified the
difference in elevations has been accounted for. At a minimum an equation relating the
datums in this area.
6. The 16705 65th Street address is incorrect. The address would be 6400 Queens Avenue
with the current driveway access/configuration.
PRELIMINARY PLAT
7. All wetlands shall have an average 20’ wide buffer (10’ wide minimum) shall be shown.
The remaining wetlands and their buffers shall be entirely within outlots/easements.
8. Lot and Block lines and numbers shall be shown.
9. The storm pipe along the north side of the parking/driveway shall be a City owned utility
and therefore shall have a minimum 20’ wide easement (centered on the pipe) covering it
from the NW corner of the site to Pond 2. This pipe takes existing drainage from Queens
Avenue and 65th Street that is being cut off by this project and redirects the water to
Pond 2. We recommend providing a separate pipe for to direct this water and bypass
Pond 2 and separate the clean water from the parking/driveway area water and avoid the
need for the larger pipe and pond size required to treat the already clean water.
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10. There shall be a dedicated maintenance path to each storm basin and the outlets. These
maintenance paths shall has egress easements provided.
DEMO PLAN
11. The wetland impacts along the future retaining walls will likely be more than shown once
these buffers are included.
12. The hatching indicating wetland impact for the wetland to the NE of the future building is
incorrect.
13. The bike path will need to be removed to make the watermain connection.
14. The bituminous patch shall extend the entire width of Queens Avenue for the sanitary
forcemain connection.
GRADING PLAN
15. The drainage from wetland 4 shall be routed to bypass Pond 1 to avoid the need to treat
clean water.
16. Wetland 3 drains to the north. An emergency overflow (EOF) shall be labeled for this
wetland. The inlet pipe from the south into this wetland shall also be removed as it is not
necessary.
17. The setback and right-of-way lines shall be labeled.
18. The pavement to the building in the SW of the building is show to be over 10% slope.
Verify.
19. A bar scale for Inset A shall be provided.
20. Showing the proposed and existing storm sewer/culverts in the grading plans.
21. The TEP panel has indicated a swale out of Wetland 4 is not being shown. This swale
shall be shown on the existing contours. This swale will also have a large impact on the
stormwater models for the entire area.
22. Show all easements, specifically around the ponds and maintenance paths.
UTILITY PLAN
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23. All easement lines shall be shown.
24. The proposed contours shall be shown darker than the existing.
25. Existing utilities along Queens Avenue and 65th Street shall be labeled (pipe sizes, types,
inverts, etc).
26. Some storm pipe is labeled as 20” and 16” HDPE. Verify this is the correct size needed.
27. See comment #9.
28. All storm sewer pipe is considered private except storm sewer pipe along the north side
of the parking area. This will be City owned pipe. This pipe shall be concrete (RCP)
anywhere it is under pavement/curb and gutter. The pipe in green areas may be HDPE as
shown.
29. The existing storm pipes under Queens Avenue and 65th Street currently discharge into
the ditch in the SE quadrant of the 65th Street and Queens Avenue intersection. The plans
propose to direct these drainages to a “beehive” storm sewer casting. It shall be verified
that this will be sufficient to handle the existing drainage. Also, an EOF for this low are
near the new casting will need to be identified as well as an overland overflow route.
30. A note to “see sheet C-18” shall be included next to both outlet control structures. The
detail provides some information that is missing on sheet C-7.
WATERMAIN PLAN AND PROFILE
31. All easement lines shall be shown. The easement label “10’ D&U Easement (TYP)” is
shall be revised to 20’ wide.
32. Existing utilities along Queens Avenue and 65th Street shall be labeled (pipe sizes, types,
inverts, etc).
33. Make the valve symbols larger in the plan view or provide a larger drawing scale.
34. Length of the watermain pipe shall be in the profiles.
35. The hydrants within the loading dock areas shall be protected with bollards.
36. All 12” valves shall be butterfly valves.
37. The two 45 degree bends at each corner of the building are labeled 135 degrees.
38. The storm crossing at station 8+00 is missing from the profile.
39. The watermain at the NE and SE corners of the building depict a pipe being stubbed to
the east out of two 45 degree bends. We believe this should be done with a 12” x 12” tee
in both locations for future expansion.
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SANITARY PLAN AND PROFILE
40. Existing utilities along Queens Avenue and 65th Street shall be labeled (pipe sizes, types,
inverts, etc).
41. This site is proposed to flow via gravity to a future lift station to the north of 65th Street
and west of CSAH 42. Until this lift station is construction and gravity sewer is extended
to service this property a small, privately owned and operated, lift station is proposed to
discharge to the existing gravity sewer along Queens Avenue. For a future gravity
connection, a 6” gravity sanitary sewer stub is being provided to the north out of the lift
station. This stub ends at an elevation of 904.71 and this elevation still needs to be
verified how it will fit with future gravity sewer per the Master Plan.
42. The storm sewer and watermain crossings shall be shown in the forcemain profile.
43. The 24” storm crossing at station 0+75 in the gravity sanitary profile is mislabeled 16”.
44. The forcemain appears to require a new sanitary sewer manhole be installed in Queens
Avenue. This will not be allowed. The forcemain shall be directed to the existing
manhole approximately 25’ south of the show new manhole.
PAVEMENT PLAN
45. Soil borings or Geotechnical Reports have not been provided at this time. We
recommend that the pavement section be based on a Geotechnical Engineers
recommendation.
46. Based on the soils encountered while constructing Queens Avenue we recommend using
a clean sand under the Class 5 aggregate for drainage.
EROSION AND SEDIMENT CONTROL & SWPPP
47. Two rows of silt fence are required along the wetlands adjacent to the retaining walls.
DETAILS
48. A detail of the lift station is required.
49. The top of the inlet pipes for both ponds shall be a minimum 12” below the NWL
elevation to provide the required skimming. It appears that the filtration areas may need
to be lowered or outlet pipes reconfigured to meet the requirements.
50. The pipe lengths, grades, and inverts shall be included in the details.
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PRELIMINARY STORM WATER MANAGEMENT PLAN
51. There appears to be a missing swale from wetland 4 to the east. This has been
acknowledged during TEP meetings. The TEP is also making additional comments that
are likely to cause changes as well as the required redirection of wetland 4 water away
from Pond 1 will require significant changes to the storm water plan therefore the
stormwater management plans has not been reviewed at this time.
OTHER CONSIDERATIONS
52. Wetland Impacts/Mitigation/Replacement is in process.
53. Please submit a Geotechnical Report for review.
54. Statement certifying the environmental condition of the site including the presence of any
hazardous substance as defined in Minnesota Statutes 115B.02, Subd 8.
SUMMARY AND/OR RECOMMENDATION
Revised and Resubmit.
OTSEGO PLANNING COMMISSION MEETING
OTSEGO PRAIRIE CENTER
MARCH 7, 2022
7:00 PM
Call to Order.
Chair Offerman called the meeting to order at 7:00 PM.
Roll Call: Chair Alan Offerman; Commissioners: Charles Foster, Laurie Jones, Vern
Heidner, Jim Kolles, Aaron Stritesky, Pam Black and Richard Nichols*; Absent: None;
Present: City Council: CM Tom Darkenwald, Mayor Jessica Stockamp*, CM Tina
Goede*, and Brittany Moores*. City Staff: City Planner Daniel Licht, City Engineer Ron
Wagner, and Deputy Clerk Bethany Benting. Those indicated with a (*) attended via
video conference.
1.Announcements:
City Planner Licht welcomed Laurie Jones as this was her first meeting as a new
Planning Commissioner.
City Planner Licht noted those members of the City Council and Planning Commission
who were online.
2.Annual Business:
2. 1 Election of the 2022 Planning Commission Chair & Vice -Chair.
Commissioner Stritesky motioned to appoint Commissioner Offerman as
Chair. Seconded by Commissioner Heidner. All in favor. Motion carried. 7-0.
Commissioner Black motioned to appoint Commissioner Stritesky as Vice
Chair. Seconded by Commissioner Heidner. All in favor. Motion carried. 7-0.
3.Consider the following minutes:
3.1 Planning Commission February 7, 2022.
Commissioner Foster motioned to approve the minutes as written. Seconded
by Commissioner Kolles. All in favor. Motion carried. 7-0.
3.Public Hearing Items:
4.1 Project Ollie:
A. Zoning Map amendment rezoning from A-1, Agriculture Rural Service
District to I-1, Limited Industrial District
B Preliminary/Final Plat
C. Environmental Assessment Worksheet
Item 2.1
Minutes of the Otsego Planning Commission
March 7, 2022
Page 2
D. Site and Building Plan Review for an industrial distribution warehouse.
City Planner Licht presented the Planning Report.
Applicant, Maren Lapham, Endeavor Development, was present and agreed to the staff
report.
Chair Offerman opened the Public Hearing at 7:18 PM.
Julie Winkelme, 6224 Quenroe Ave NE, is concerned about the change in zoning from
Agricultural to Industrial, lighting and noise impacts, and loss of wildlife habitat.
Matt Weaver, 16544 62nd Street NE, is concerned about wildlife and drainage. Mr.
Weaver says his house value will be going down. Mr. Weaver is also concerned that
there will be a lot more traffic due to the increase of cars, trucks and employees driving
to and from the site. Mr. Weaver explained all of the rooms in his house face the
property and the lights will be shinning right in his house.
Nicki Mera*, 16850 62nd Street NE, added her concerns about traffic speed on Queens
and potential stormwater drainage issues caused by the development.
Steve Mera*, 16850 62nd Street NE, asked if the truck parking could be moved to the
east side of the building to minimize noise, especially in winter.
Chair Offerman closed the Public Hearing at 7:33 PM.
City Planner Licht said that property value changes are not a criteria for zoning and
subdivision applications.
City Planner Licht explained exterior lighting performance standards and City staff
recommendations regarding fencing and landscaping.
City Planner Licht said that the truck parking is on the south side of the building due to
the cross-dock operation and planned future expansion of the building to the east.
City Planner Licht said that all urban development within the City will impact the wildlife
but this entire area is within the East Sewer District.
City Engineer Wagner explained how and why the wetlands are being impacted.
Minutes of the Otsego Planning Commission
March 7, 2022
Page 3
City Engineer Wagner addressed the concerns for traffic noting the design capacity of
Queens Avenue is for up to 15,000 vehicles per day. City Engineer Wagner said that
speed limits are an enforcement issue that the WSCO can be directed to.
Eric Headman the Civil Engineer for the project explained the wetland mitigation and
stormwater management requirements.
Chair Offerman clarified that the lots adjacent to the proposed development are higher
or lower than the proposed building depending on the location along the property line.
Commissioner Foster asked City Planner Licht when Harvest Run and Harvest Run East
were approved. City Planner Licht said the preliminary plat was approved in December
2017. Commissioner Foster also asked if all residents who spoke are located on the
property line. City Planner said yes. Commissioner Foster asked what is being
developed to the south east. City Planner explained that there is a current application
for Fields of Riverpoint for additional residential development.
Chair Offerman asked the developer what the hours of operation would be. Ms.
Lapham said standard business hours. City Planner Licht explained there is not a
restriction for hours of operation.
Commissioner Foster asked the developer how the proposed building area compares
with buildings they have constructed in other cities. Ms. Lapham said this building will
be much larger than the typical buildings they are developing in other cities. Ms.
Lapham also addressed the trailer parking and said there will be loading docks on both
sides.
Commissioner Stritesky asked about the maintenance of the trees and landscape. City
Planner Licht explained the installation of the landscaping is guaranteed by the required
performance agreement and that it’s the property owner’s responsibility to maintain.
Chair Offerman commented the berm is not requirement of the Zoning Ordinance, but
appreciates it being proposed by the developer to increase screening.
Commissioner Foster asked if anyone else was interested in developing the site. City
Planner Licht said no one has contacted City staff.
Chair Offerman asked about the wetland impacts. City Engineer Wagner explained the
proposed wetland impacts in more detail.
Minutes of the Otsego Planning Commission
March 7, 2022
Page 4
Chair Offerman also asked about the recommendation for evergreen trees on the
proposed berm. City Planner Licht explained that the landscaping includes both
evergreen and shade trees to include higher, faster growing species.
Commissioner Kolles asked about the trail/sidewalk and if it would interfere with school
bus stops. City Planner Licht explained that there is an existing trail on Queens Avenue,
a sidewalk between the building and a trail is recommended, and that the pedestrian
access would not interfere with school bus stop to the south on 62nd Street.
Commissioner Jones asked about the requirements for the lighting on/above the dock
doors. City Planner Licht explained that the light fixtures must have a 90-degree
horizontal shield.
Commissioner Stritesky motioned to recommend approval of a Zoning Map
amendment rezoning the subject site to I‐1 District; adoption of findings of
fact that the project will not have potential for significant environmental
effects; and approval of a preliminary/final plat and site and building plans
for Phase 1, subject to the following conditions as stated in the staff report.
Seconded by Commissioner Heidner. All in favor. Motion carried. 7-0.
4.2 Dakota Supply:
A. Zoning Map amendment rezoning from A-1, Agriculture Rural Service
District to I-2, General Industrial District.
B. Interim Use Permit for outdoor storage.
C. Site and Building Plan Review for a 32,000 square foot industrial
warehouse.
D. Preliminary/Final Plat
City Planner Licht presented the Planning Report.
Applicant, Victoria Perbix of Interstate Development, was present and agreed to the
staff report.
Chair Offerman opened the Public Hearing at 8:11 PM.
Robin Fauchald, 7524 Kadler Ave NE, is concerned about traffic volume and speeds on
Kadler Avenue and potential stormwater impacts to her property. Ms. Fuchald also
commented about the exterior lighting.
Chair Offerman closed the Public Hearing at 8:14 PM.
v1-22Mar22 1
PROJECT OLLIE
ZONING MAP AMENDMENT
FINDINGS OF FACT & DECISION
APPLICANT: Endeavor Development
APPLICATION: Request to amend the Zoning Map for land included in the Jacobs Plat.
CITY COUNCIL MEETING: 28 March 2022
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes
the following findings of fact:
A. The legal description of the property is:
THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE 23,
WRIGHT COUNTY, MINNESOTA.
B. The property lies within the East Sewer District and is guided industrial land uses by the 2012 Otsego
Comprehensive Plan, as amended.
C. The property is zoned A-1, Agriculture Rural Service District.
D. The applicant is proposing to amend the Zoning Map to rezone the property to I-1, Limited Industrial
District.
E. The Planning Commission and City Council must take into consideration the possible effects of the
request with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F of
the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Finding: The 2012 Otsego Comprehensive Plan guides the subject site for future industrial land uses
within the East Sewer District in the form of large -scale industrial buildings to accommodate
manufacturing, assembly, warehouse, and office uses. Industrial development is a goal of the
Comprehensive Plan so as to diversify the tax base and lessen dependance on residential properties as
well as to create employment opportunities within Otsego and the proposed development advances the
City’s efforts.
v1-22Mar22 2
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The table below summarizes existing and planned land uses in the area surrounding the subject
site:
Direction Land Use Plan Zoning Map Existing Use
North Industrial A-1 District Undeveloped
Rural residential
East LD Residential A-1 District Undeveloped
Rural residential
South LD Residential R-5 District Harvest Run
West Industrial I-2 District Gateway North Industrial Park
The proposed development is characteristic of the existing industrial uses developed to the west within
the Gateway North Industrial Park. Additional development of this type is planned to the north. The
primary compatibility concern with the proposed use is with the Harvest Run neighborhood to the south,
which must be addressed through site design, landscaping, and screening.
3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance
and other provisions of the City Code.
Finding: The proposed development will comply with all requirements of the Zoning Ordinance,
Subdivision Ordinance, and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the pro perty.
Finding: The subject site will access to Queens Avenue, which the Transportation Plan of the 2012 Otsego
Comprehensive Plan designates as a Commercial/Industrial Collector and is improved with two traffic
lanes and a center turn lane. The streets serving the subject site have adequate capacity to
accommodate the traffic generated by the proposed development.
5. The proposed use can be accommodated by existing public services and facilities and will not
overburden the City's service capacity.
Finding: The subject site is located within the East Sewer District established by the 2012 Otsego
Comprehensive Plan. Sewer and water utilities are available at the subject site with sufficient capacity
to accommodate the proposed use. The City has the ability to provide all other required municipal
services to the subject site within the East Sewer District.
F. The planning reports dated 3 March 2022 and 22 March 2022 prepared by the City Planner, The
Planning Company LLC, is incorporated herein.
G. The engineering review dated March 2, 2022 prepared by the City Engineer, Hakanson Anderson, Inc.
is incorporated herein.
H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 March 2022
to consider the application, preceded by published and mailed notice; based upon review of the
application and evidence received, the public hearing was closed and the Planning Commission
recommended by a 7-0 vote that the City Council approve the request based on the aforementioned
findings.
v1-22Mar22 3
DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 28th day of March, 2022.
CITY OF OTSEGO
By:________________________________
Jessica L. Stockamp, Mayor
Attest:
By:____________________________
Audra Etzel, City Clerk
ORDINANCE NO.: 2022-03
CITY OF OTSEGO
COUNTY OF WRIGHT, MINNESOTA
AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A
CHANGE IN ZONING CLASSIFICATION FOR LAND INCLUDED WITHIN THE JACOBS PLAT.
THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN:
Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change
the zoning classification of the property legally as described as:
THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE
23, WRIGHT COUNTY, MINNESOTA.
Section 2. The property is hereby rezoned from an A-1, Agricultural Rural Service District
designation to I-1, Limited Industrial District designation.
Section 3. The Zoning Map of the City of Otsego shall not be republished to show the aforesaid
rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on file at City Hall for the
purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations,
references and other information shown thereon are hereby incorporated by reference and made part of
this Ordinance.
Section 4. This Ordinance shall become effective immediately upon its passage and publication
according to Law.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 28th day of March, 2022.
CITY OF OTSEGO
BY:_____________________________
Jessica L. Stockamp, Mayor
ATTEST:__________________________
Audra Etzel, City Clerk
v1-22Mar22 1
PROJECT OLLIE
PRELIMINARY PLAT/SITE AND BUIDLING PLANS
FINDINGS OF FACT & DECISION
APPLICANT: Endeavor Development
APPLICATION: Request for preliminary plat approval of the Jacobs Plat and site and building plans for a
401,544 square foot industrial distribution warehouse.
CITY COUNCIL MEETING: 28 March 2022
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes
the following findings of fact:
A. The legal description of the property is:
THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE 23,
WRIGHT COUNTY, MINNESOTA.
B. The property lies within the East Sewer District and is guided industrial land uses by the 2012 Otsego
Comprehensive Plan, as amended.
C. The property is zoned I-1, Limited Industrial District.
D. The applicant is a preliminary plat of one lot to be developed with a 401,544 square foot industrial
building.
E. Distribution warehouses such as proposed are a permitted use within the I-1 District.
F. The planning reports dated 3 March 2022 and 22 March 2022 prepared by the City Planner, The
Planning Company LLC, is incorporated herein.
G. The engineering review dated March 2, 2022 prepared by the City Engineer, Hakanson Anderson, Inc.
is incorporated herein.
H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 March 2022
to consider the application, preceded by published and mailed notice; based upon review of the
application and evidence received, the public hearing was closed and the Planning Commission
recommended by a 7-0 vote that the City Council approve the request based on the aforementioned
findings.
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DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED,
subject to the following conditions:
1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall
only allocate sanitary sewer capacity to approved final plats with signed development contracts to
assure the City of timely development.
2. The landscape plan shall be revised to incorporate 8-foot coniferous trees as a majority of the trees in
the screening row along the south property line, subject to review and approval of the Zoning
Administrator.
3. A 14-foot screening wall shall be constructed along the south line of the semi-tractor/trailer parking
stalls, subject to review and approval of the Zoning Administrator.
4. The preliminary plat shall be revised to state the area of Lot 1, Block 1 less right-of-way dedication.
5. Impervious surfaces within the lot shall not exceed 85 percent of the lot area.
6. Right-of-way dedication for 65th Street shall be subject to review by the City Engineer.
7. The design and construction of the off-street parking area shall be subject to review and approval of
the City Engineer.
8. A five-foot wide concrete sidewalk shall be constructed to the side of each of the driveway accesses to
Queens Avenue, subject to review and approval of the City Engineer.
9. A plan detailing the type, location, and height of all proposed exterior lighting shall be submitted and
is to comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the
Zoning Administrator.
10. All signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign permit approved by
the Zoning Administrator prior to installation.
11. Any outdoor storage of waste and recycling containers shall comply with Section 11-18-4.C of the
Zoning Ordinance, subject to review and approval of the Zoning Administrator.
12. All utility plans shall be subject to review and approval of the City Engineer.
13. The developer shall pay Utility Availability Charges as provided for by the City Code upon approval of
the final plat.
14. The developer shall pay Utility Connection Charges in accordance with the City Code at the time a
building permit is issued.
15. All drainage and utility easements shall be subject to review and approval of the City Engineer.
16. The developer shall execute development contract as drafted by the City Attorney, subject to approval
of the City Council.
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MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 28th day of March, 2022.
CITY OF OTSEGO
By:________________________________
Jessica L. Stockamp, Mayor
Attest:
By:____________________________
Audra Etzel, City Clerk