Agenda and PacketAGENDA
CHANHASSEN CITY COUNCIL
MONDAY, MAY 24, 2021
CHANHASSEN CITY HALL, 7700 MARKET BOULEVARD
ELECTRONIC MEETING
Due to the COVID19 pandemic, some or all members of the City Council will participate in meetings by
telephone and/or web conference pursuant to Minnesota Statutes, Section 13D.021,rather than in person
at the city council’s regular meeting place at Chanhassen City Hall, 7700 Market Boulevard, Chanhassen,
Minnesota.
The Public Hearings portion of the City Council agenda allows for the public to provide comments on
those agenda items. To help ensure an open public process, we have made accommodations for the
public to continue to view and participate in public hearings by selecting one of following options:
City Council Meetings
EMAIL your comments to the City Council at publiccomments@ci.chanhassen.mn.us All
comments received by 6:30 p.m. on the day of the meeting will be included as a part of the city
council meeting.
WATCH the meeting live online at www.ci.chanhassen.mn.us/agendas or on Mediacom Cable
Channel 107.2. The meeting begins at 7:00 pm.
ZOOM Register to participate in the meeting via zoom. Further instructions for participation are
included in the registration confirmation email. Please register by 5:00 p.m. if you wish to provide
public comment on an agenda item.
ATTEND the meeting in person and present your comments when called upon. Social distancing
practices will be observed during the meeting. Seating will be limited for this option.
If you wish to make a public comment under the Visitor Presentations portion of the City Council
agenda, please review the Guidelines for Visitor Presentations and complete and submit the online form.
NOTE: For all options, you must provide your name and address for the record.
A.5:00 P.M. WORK SESSION
Note: Work sessions are open to the public.If the City Council does not complete the work
session items in the time allotted, the remaining items will be considered after the regular
agenda.
1.Carver County's 5year Transportation Plan Presentation
2.Discuss Water Meter Replacements
3.Future Work Session Schedule
AGENDACHANHASSEN CITY COUNCILMONDAY, MAY 24, 2021CHANHASSEN CITY HALL, 7700 MARKET BOULEVARDELECTRONIC MEETINGDue to the COVID19 pandemic, some or all members of the City Council will participate in meetings bytelephone and/or web conference pursuant to Minnesota Statutes, Section 13D.021,rather than in personat the city council’s regular meeting place at Chanhassen City Hall, 7700 Market Boulevard, Chanhassen,Minnesota.The Public Hearings portion of the City Council agenda allows for the public to provide comments onthose agenda items. To help ensure an open public process, we have made accommodations for thepublic to continue to view and participate in public hearings by selecting one of following options:City Council MeetingsEMAIL your comments to the City Council at publiccomments@ci.chanhassen.mn.us Allcomments received by 6:30 p.m. on the day of the meeting will be included as a part of the citycouncil meeting.WATCH the meeting live online at www.ci.chanhassen.mn.us/agendas or on Mediacom CableChannel 107.2. The meeting begins at 7:00 pm.ZOOM Register to participate in the meeting via zoom. Further instructions for participation areincluded in the registration confirmation email. Please register by 5:00 p.m. if you wish to providepublic comment on an agenda item.ATTEND the meeting in person and present your comments when called upon. Social distancingpractices will be observed during the meeting. Seating will be limited for this option.If you wish to make a public comment under the Visitor Presentations portion of the City Councilagenda, please review the Guidelines for Visitor Presentations and complete and submit the online form.NOTE: For all options, you must provide your name and address for the record.A.5:00 P.M. WORK SESSIONNote: Work sessions are open to the public.If the City Council does not complete the worksession items in the time allotted, the remaining items will be considered after the regularagenda.1.Carver County's 5year Transportation Plan Presentation2.Discuss Water Meter Replacements
3.Future Work Session Schedule
B.7:00 P.M. CALL TO ORDER (Pledge of Allegiance)
C.PUBLIC ANNOUNCEMENTS
D.CONSENT AGENDA
All items listed under the Consent Agenda are considered to be routine by the city council and
will be considered as one motion. There will be no separate discussion of these items. If
discussion is desired, that item will be removed from the Consent Agenda and considered
separately. City council action is based on the staff recommendation for each item. Refer to the
council packet for each staff report.
1.Approve City Council Minutes dated May 10, 2021
2.Receive Planning Commission Meeting Minutes dated April 20, 2021
3.Receive Environmental Commission Minutes dated April 14, 2021
4.Receive Economic Development Commission Minutes dated April 13, 2021
5.Approve Claims Paid 05242021
6.Resolution 2021XX and Ordinance XXX: Approve Amendments to the
Comprehensive Plan Functional Classification Map (Streets) and List and Chapter 20,
Zoning, of the Chanhassen City Code regarding Identification of Arterial and Collector
Streets
7.Ordinance XXX: Approve a Code Amendment to Chapter 20, Zoning, Concerning
Required Number of Parking Spaces for a Shopping Center or MultiTenant Buildings
8.Authorize Annual Pavement Evaluation Services
9.Resolution 2021XX: Authorize Water Meter Replacements
10.Resolution 2021XX: Accept 2021 Community Events Sponsorship Donations from
Area Businesses
11.Resolution 2021XX: Accept Donation of Equipment (EleGARD) from the
Chanhassen Relief Associaiton
12.Approve Contract with Envisio
13.Resolution 2021XX: Authority to Make Electronic Funds Transfers
E.VISITOR PRESENTATIONS
Visitor Presentations requesting a response or action from the City Council must complete and
submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda)
1.SouthWest Transit Update: Len Simich
F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE
1.Law Enforcement Update
2.Fire Department Update
3.EleGARD Presentation
G.OLD BUSINESS
1.Ordinance XXX: Approve a Code Amendment Regulating the Outdoor Storage of
Recreational Vehicles, Boats, and Trailers on Residential Properties
2.Avienda Grading Permit Renewal
H.PUBLIC HEARINGS
AGENDACHANHASSEN CITY COUNCILMONDAY, MAY 24, 2021CHANHASSEN CITY HALL, 7700 MARKET BOULEVARDELECTRONIC MEETINGDue to the COVID19 pandemic, some or all members of the City Council will participate in meetings bytelephone and/or web conference pursuant to Minnesota Statutes, Section 13D.021,rather than in personat the city council’s regular meeting place at Chanhassen City Hall, 7700 Market Boulevard, Chanhassen,Minnesota.The Public Hearings portion of the City Council agenda allows for the public to provide comments onthose agenda items. To help ensure an open public process, we have made accommodations for thepublic to continue to view and participate in public hearings by selecting one of following options:City Council MeetingsEMAIL your comments to the City Council at publiccomments@ci.chanhassen.mn.us Allcomments received by 6:30 p.m. on the day of the meeting will be included as a part of the citycouncil meeting.WATCH the meeting live online at www.ci.chanhassen.mn.us/agendas or on Mediacom CableChannel 107.2. The meeting begins at 7:00 pm.ZOOM Register to participate in the meeting via zoom. Further instructions for participation areincluded in the registration confirmation email. Please register by 5:00 p.m. if you wish to providepublic comment on an agenda item.ATTEND the meeting in person and present your comments when called upon. Social distancingpractices will be observed during the meeting. Seating will be limited for this option.If you wish to make a public comment under the Visitor Presentations portion of the City Councilagenda, please review the Guidelines for Visitor Presentations and complete and submit the online form.NOTE: For all options, you must provide your name and address for the record.A.5:00 P.M. WORK SESSIONNote: Work sessions are open to the public.If the City Council does not complete the worksession items in the time allotted, the remaining items will be considered after the regularagenda.1.Carver County's 5year Transportation Plan Presentation2.Discuss Water Meter Replacements3.Future Work Session ScheduleB.7:00 P.M. CALL TO ORDER (Pledge of Allegiance)C.PUBLIC ANNOUNCEMENTSD.CONSENT AGENDAAll items listed under the Consent Agenda are considered to be routine by the city council andwill be considered as one motion. There will be no separate discussion of these items. Ifdiscussion is desired, that item will be removed from the Consent Agenda and consideredseparately. City council action is based on the staff recommendation for each item. Refer to thecouncil packet for each staff report.1.Approve City Council Minutes dated May 10, 20212.Receive Planning Commission Meeting Minutes dated April 20, 20213.Receive Environmental Commission Minutes dated April 14, 20214.Receive Economic Development Commission Minutes dated April 13, 20215.Approve Claims Paid 052420216.Resolution 2021XX and Ordinance XXX: Approve Amendments to theComprehensive Plan Functional Classification Map (Streets) and List and Chapter 20,Zoning, of the Chanhassen City Code regarding Identification of Arterial and CollectorStreets7.Ordinance XXX: Approve a Code Amendment to Chapter 20, Zoning, ConcerningRequired Number of Parking Spaces for a Shopping Center or MultiTenant Buildings8.Authorize Annual Pavement Evaluation Services9.Resolution 2021XX: Authorize Water Meter Replacements10.Resolution 2021XX: Accept 2021 Community Events Sponsorship Donations fromArea Businesses11.Resolution 2021XX: Accept Donation of Equipment (EleGARD) from theChanhassen Relief Associaiton12.Approve Contract with Envisio13.Resolution 2021XX: Authority to Make Electronic Funds TransfersE.VISITOR PRESENTATIONSVisitor Presentations requesting a response or action from the City Council must complete andsubmit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda)1.SouthWest Transit Update: Len SimichF.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE1.Law Enforcement Update2.Fire Department Update3.EleGARD PresentationG.OLD BUSINESS1.Ordinance XXX: Approve a Code Amendment Regulating the Outdoor Storage ofRecreational Vehicles, Boats, and Trailers on Residential Properties2.Avienda Grading Permit Renewal
H.PUBLIC HEARINGS
I.NEW BUSINESS
1.Ordinance XXX: Approve Ordinance Amendment Concerning Minimum Lot Size for
Chickens in Residential Districts and Chapter 1 Definitions
J.COUNCIL PRESENTATIONS
K.ADMINISTRATIVE PRESENTATIONS
L.CORRESPONDENCE DISCUSSION
1.CDA Community and Economic Development Updates May 14, 2021
M.ADJOURNMENT
N.GUIDELINES
GUIDELINES FOR VISITOR PRESENTATIONS
Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City
Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided
at every regular City Council meeting during Visitor Presentations.
Anyone seeking a response or action from the City Council following their presentation is required to
complete and submit a Citizen Action Request Form. An online form is available at
https://www.ci.chanhassen.mn.us/action or paper forms are available in the city council chambers prior to
the meeting.
Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When
called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City
Council as a whole, not to any specific member(s) or to any person who is not a member of the City
Council.
If there are a number of individuals present to speak on the same topic, please designate a spokesperson
that can summarize the issue.
Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you
have written comments, provide a copy to the Council.
During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion.
Council members or the City Manager may ask questions of you in order to gain a thorough understanding
of your concern, suggestion or request.
Please be aware that disrespectful comments or comments of a personal nature, directed at an individual
either by name or inference, will not be allowed. Personnel concerns should be directed to the City
Manager.
Members of the City Council and some staff members may gather at Houlihan's, 530 Pond Promenade in Chanhassen immediately
after the meeting for a purely social event. All members of the public are welcome.
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Carver County's 5year Transportation Plan Presentation
Section 5:00 P.M. WORK SESSION Item No: A.1.
Prepared By Charlie Howley, Public Works
Director/City Engineer
File No: n/a
SUMMARY
NO ACTION REQUIRED DISCUSSION ITEM ONLY
Supported Strategic Priority
Communication
Lyndon Robjent, Carver County PW Director/County Engineer, will give a presentation around the County's current
construction projects, 5year Transportation Plan, and the Local Option Sales Tax program.
A draft of Lyndon's presentation is attached.
Also attached is a map showing existing bituminous trails that are along the County Highways that are planned for
resurfacing within the next five years. This would be a good opportunity to resurface these trails while the streets are
being worked on.
Below is a Citywide summary of the jurisdictional authority for the streets in Chanhassen.
Jurisdiction Miles of Roads Percentage of Total
State of Minnesota 16 9%
Caver County 21 12%
City of Chanhassen 117 66%
Private 22 13%
TOTAL 176 100%
ATTACHMENTS:
Draft Presentation
Existing Trails Map
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Carver County 2021 -2026 CIP
May 24th, 2021, City of Chanhassen Council Meeting
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•2021 Construction
Program
•Major Projects &
Studies
•2022-2026 CIP
•Transportation Tax
Plan Update County 50 Bridge
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Highway 5 Regional
Trail
•Boardwalk completed. Trail paving week of May 24
•Century link gas main relocation, SB 41 closure, Open EOD May21
•Full 41 closure likely early August for underpass. 21 days.
•Project completion by end of September
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Highway 101
Bluff
•Road closed April 12
•Working between Creekwood Dr. and
Bramble Drive.
•Then Mustard Seed to Pioneer
•Open end of October
•Project to be complete by November
Drone video:
•https://youtu.be/I09aaHcIw7g
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•Started March 17th
•Full Closure 4th to Ironwood
mid June through August
•Mid November Completion
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Highway 212
•Low Bid $27.8 M (EE $41.5 M)
•Early May Start
•Oct 2022 Finish
•No Closure
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•Arboretum Area Transportation Plan
•Highway 10
•Highway 92
•Highway 61/41
20-year Investment Plan
•20 Projects
•Total Investment Needed
$206M*
•State $140 million
•County $46 million
•City $20 million
•Funding
•State $15 million
•County $16 million
•City $7 million
•Grants to Date $10 million
•Remaining $158 million
•County Sales Tax $79
million
•Future Grants $79 million
*All estimates assume build year inflation (2021-2040)
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T&I Priority Project Request
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•TH5 East Investment Needs: $82 million (2025)
–53M Funded, 29M Shortfall
•Investment Results
–70-80% delay reduction
–Safe accommodations for all system users
–Comprehensive pedestrian and bicyclist network
–Improved air and water quality
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•Community Projects Program: $2,000,000 for Design
and Environmental Documentation
•T&I Priority Projects Program: $27,000,000 for
Construction
82nd Street Funding Request
•$10,000,000 appropriated from bond proceeds for environmental analysis,
property or permanent easement acquisition, design, engineering, and
construction of improvements to Carver County State-Aid Highway 18
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Shoulder Widening
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16
2021-2026
2027-2031
2032-2040
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YTH 212/44, LymanTH 212, 101, TH5 TrailTH 41TH 212 & TH 41/Engler TH 5, 82ndSt.EnglerTH7/Rolling AcresTH 5CSAH 92TH 5 &CSAH 92/10TH 5/TH 41EnglerGalpinChaska $24M Chanhassen $40M Victoria $52M Waconia $22M Townships $22M TH 5
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Y•Waterfront Service Center
Lake
Virginia
Christmas
Lake
Lotus Lake
Brendan
Pond
Lake
Harrison
Kerber Pond
Lake Susan Rice Marsh
Lake
Lake Riley
Rice Lake
Lake St. Joe
Lake
Minnewashta
Lake Ann
Lake Lucy
ST15
ST14
ST17
ST61
ST18
Minnewashta
Regional Park
North Lotus
Lake Park
Meadow
Green Park
Lake Ann Park
Chanhassen
Pond Park
Chanhassen
Nature
Preserve
Chanhassen
Recreation
Center
Lake
Susan
Park
Rice Marsh
Lake Preserve
Power
Hill Park
Fox Woods
Preserve
Bandimere
Community Park
Bluff Creek
Golf Course
Hesse Farm
Park Preserve
Lake
Susan
Preserve
Raguet Wildlife
Management Are
MN Valley
National
Wildlife Re
MN Landscape
Arboretum
Seminary Fen
Scientific
& Nat*
Bluff Creek
Preserve
Independent
School
District 11
Independent
School
District 112
Independent
School
District 276
Riley
Ridge
Park
Lake Ann Park
Preserve
SA5SA5
SA7
SA101
SA41
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eatPlainsBlvdPowersBlvdLyman Blvd
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Date Created: 5/18/2021
Document Path: K:\Departments\Engineering\TrailsMap\Trails Resurfacing\Trails Resurfacing.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000
Feet
0 0.5
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Trails Along County Highways To Be Resurfaced (by Year)
City of Chanhassen
Legend
Trails Along County Highways To Be Resurfaced
2024
2025
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Discuss Water Meter Replacements
Section 5:00 P.M. WORK SESSION Item No: A.2.
Prepared By Charlie Howley, Public Works Director/City Engineer & Kelly Strey,
Finance Director
File No: PW024
SUMMARY
This is a discussion item for the workshop. Formal action by way of a Resolution is on tonight's City Council meeting agenda.
Supported Strategic Priorities
Financial Sustainability
Asset Management
BACKGROUND
On April 13, 2020, Council authorized a Settlement Agreement with Ferguson Waterworks which outlined a water meter replacement plan to upgrade
to new technology due to failing existing infrastructure. This agreement is attached for reference. The settlement was based on the last full meter
replacement program in 2013. The components include water meters, radios and collectors. There are approximately 7500 total single family
accounts.
Pricing was set for purchasing the new components and for installation by Ferguson if requested by the City. This pricing was locked in for three years,
with inflationary price increases each year after that.
Since that time the six collectors have been installed, plus one additional to fill a gap in coverage. So we currently have both old tech collectors and
new tech collectors up and active. One of the old tech collectors failed and needed replacement, which was recently done.
The City was planning on utilizing utility staff to perform the needed meter/radio replacements, which would occur over a 68 year period. Staff (1
FTE) can effectively replace four meters per day. We have replaced approximately 500 radios with the new tech. This number is fairly low due to the
impacts of the COVID19 pandemic and the City halting all inhome operational activities along with other utility operational priorities. This inhome
work resumed back in early February.
We currently have approximately 200 radios that have failed and new failures are happening with each passing day. The failures mean that we lose the
ability to automatically read the usage and rely on estimates for billing purposes. Failure rate is expected to escalate as time goes on.
DISCUSSION
Staff is recommending that the City engage Ferguson Waterworks to perform the remaining meter/replacements based on the following merits:
New meters more accurately measure the usage rates and most always result in increased revenue
Currently we have a mix of two different technology resulting in two sets of assets to maintain, once all radios are replaced, the old technology
can be decommissioned
Reducing the stress of other utility operational needs...keeping one FTE solely on meter replacements is not sustainable
Upon full buildout of the new technology, we could potentially transition to a monthly billing scenario, which would help with water conservation
(leak detection), monthly budgeting for our customers, and improved cash flow for the City
The administration of the meter replacements (managing schedule, etc.) diverts finance administrative staff from working on other needs
The benefit of leveraging fixed costs for the materials and installation, which are both very favorable based on current market conditions
Having consistent infrastructure across the City helps with operational efficiencies and future buildout programs (the average lifecycle of the
water meter and radios is approximately 15 years)
This is a proactive measure, rather reactive (waiting for radios to fail)
The following financing plan shows the net financial benefit of having Ferguson perform the remaining water meter replacements. The funding would be
financed via bonding and would be supported by a 50/50 split from the water and sewer enterprise funds. These numbers do not include the impacts
of inflation or increased revenue from more accurate usage reads which would both increase the financial benefit.
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectDiscuss Water Meter ReplacementsSection5:00 P.M. WORK SESSION Item No: A.2.Prepared By Charlie Howley, Public Works Director/City Engineer & Kelly Strey,Finance Director File No: PW024SUMMARYThis is a discussion item for the workshop. Formal action by way of a Resolution is on tonight's City Council meeting agenda.Supported Strategic PrioritiesFinancial SustainabilityAsset ManagementBACKGROUNDOn April 13, 2020, Council authorized a Settlement Agreement with Ferguson Waterworks which outlined a water meter replacement plan to upgradeto new technology due to failing existing infrastructure. This agreement is attached for reference. The settlement was based on the last full meterreplacement program in 2013. The components include water meters, radios and collectors. There are approximately 7500 total single familyaccounts.Pricing was set for purchasing the new components and for installation by Ferguson if requested by the City. This pricing was locked in for three years,with inflationary price increases each year after that.Since that time the six collectors have been installed, plus one additional to fill a gap in coverage. So we currently have both old tech collectors andnew tech collectors up and active. One of the old tech collectors failed and needed replacement, which was recently done.The City was planning on utilizing utility staff to perform the needed meter/radio replacements, which would occur over a 68 year period. Staff (1FTE) can effectively replace four meters per day. We have replaced approximately 500 radios with the new tech. This number is fairly low due to theimpacts of the COVID19 pandemic and the City halting all inhome operational activities along with other utility operational priorities. This inhomework resumed back in early February.We currently have approximately 200 radios that have failed and new failures are happening with each passing day. The failures mean that we lose theability to automatically read the usage and rely on estimates for billing purposes. Failure rate is expected to escalate as time goes on.DISCUSSIONStaff is recommending that the City engage Ferguson Waterworks to perform the remaining meter/replacements based on the following merits:New meters more accurately measure the usage rates and most always result in increased revenueCurrently we have a mix of two different technology resulting in two sets of assets to maintain, once all radios are replaced, the old technologycan be decommissionedReducing the stress of other utility operational needs...keeping one FTE solely on meter replacements is not sustainableUpon full buildout of the new technology, we could potentially transition to a monthly billing scenario, which would help with water conservation(leak detection), monthly budgeting for our customers, and improved cash flow for the CityThe administration of the meter replacements (managing schedule, etc.) diverts finance administrative staff from working on other needsThe benefit of leveraging fixed costs for the materials and installation, which are both very favorable based on current market conditionsHaving consistent infrastructure across the City helps with operational efficiencies and future buildout programs (the average lifecycle of thewater meter and radios is approximately 15 years)This is a proactive measure, rather reactive (waiting for radios to fail)
The following financing plan shows the net financial benefit of having Ferguson perform the remaining water meter replacements. The funding would be
financed via bonding and would be supported by a 50/50 split from the water and sewer enterprise funds. These numbers do not include the impacts
of inflation or increased revenue from more accurate usage reads which would both increase the financial benefit.
ATTACHMENTS:
Existing Settlement Agreement
FI]LL SETTLEMENT AGRE,EMENT A}[D RELEASE
WHEREAS, on __-_, 2020,theCity of Chanhassen ('City') entered into a contract
("Contract") with Ferguson Enterprises, LLC d/b/a Ferguson Waterworks ("Ferguson") for a
Water Meter Replacement Project ("Project"); and
WHEREAS, the Project specifically included the purchase and installation of R450
Meter Interface Units on existing water meters ("R450 MIU"); and
WHEREAS, the R450 MIUs and accompanying equipment were furnished to Ferguson
by Neptune Technology Group, Inc. ("Neptune"); and
WHEREAS, the Contract included a R450 MIU Warranty Statement supplied by
Neptune and provided to the City by Ferguson ("R450 Warranty Statement"), attached as Exhibit
A; and
WHEREAS, Ferguson began installing R450 MIUs in20l2 or early 2013 and completed
installations of approximately 8,000 R450 MIUs; and
WHEREAS, in 2013, the R450 MIUs began to experience failures or non-communication
of MIUs causing the Parties to replace the MIUs ("R450 MIU Problem"), and the City continues
to experience failures with the MIUs; and
WHEREAS, the City asserts that the R450 MIU Problem is a breach of the Contract, but
Ferguson and Neptune dispute that allegation ("Disputed Claim"); and
WHEREAS, between the original contract date to present, Ferguson, Neptune, and the
City have cooperated with respect to replacement of failed R450 MIUs and have negotiated to
remedy the R450 MIU Problem to the satisfaction of all Parties and resolve the Disputed Claim;
and
WHEREAS, Ferguson, Neptune, and the City (collectively "the Parties" or individually
as "Parfy") have arrived at a full and final settlement as set forth in this Full Settlement
Agreement and Release ("Agreement") herein;
NOW, THEREFORE, for good and valuable consideration and the mutual promises and
covenants herein, the sufficiency of which is hereby expressly acknowledged, the Parties
mutually agree as follows:
1.MIU REPLACEMENT.
a. R900 Replacement: From the date of this Agreement, failing R450 MIUs will be replaced
with R900 v4 Wall Meter Interface Units, described on the attached Exhibit B ("R900
MIU").
1
209209v8
b. Unit Costs: The City product replacement cost for replacing failing R450 MIUs with R900
MIUs and a residential 5/8" Neptune T-10 water meters as described in Exhibit C ("Meters")
shall be $117 ("Bundled Price") for three years from the date of this Agreement. For each year
thereafter, the Bundled Price for replacing failing R450 MIUs together with Meters shall be
increased to reflect the increase in the Consumer Price Index - All Urban Consumers -
Minneapolis-St. Paul-Bloomington, MN-WI (*CPf) published by the United States
Department of Labor during the immediately preceding calendar year. [n the future, the City
may choose to replace R900 MIUs without Meters at a cost of $45 per R900 MIU for three
years from the date of this Agreement. Thereafter, the price for purchase of an R900 MIU only
shall be subject to the price inflator provided above. The costs stated herein shall apply until
all City Meters and MIUs are replaced.
c. Warranty for R900 Replacement Units: Any R900 MIU installed as a replacement MfU
will be covered under a ZA-year Warranty Period for the R900 MIUs subject to the
replacement schedule as listed in ttrc R900 MIU Warranty provided in Exhibit D (*R900
Warranty Statement").
d. Replacement Process: The City shall make the determination when to replace all failing
MIUs.
e. Installation of R900 MIUs: The installation of all replacement R900 MIUs shall be
performed by the City. At the City's option, Ferguson shall install meters at a cost of $58
per account.
2. NETWORK.
b. The City will purchase one (1) additional Neptune Gateway, which shall be installed by
the City. The cost to the City for purchase of the Neptune Gateway is $8,250.00.
c. Ferguson shall manage the project for the Gateway installations identified in Section 2(a).
Ferguson shall engage the services of a qualified contractor to install the Gateways at the
locations depicted in the attached Exhibit F. The Gateways will be synchronized with
the current location of the R450Gateways.
d. If the City requires that Ferguson install Gateways at different location than described on
Exhibit F, the City agrees to bear those additional costs, directly related to the new
locations. Such additional costs shall be demonstrated to the City's reasonable satisfaction.
2
209209v8
a. Neptune shall supply six (6) R900 Gateway v4 Fixed Network Data Collectors, described
on the attached Exhibit E (individually "Neptune Gateway" or "Gateway"), configured to
the City's preference for backhaul (e.g. fiber or cell phone) at no cost to the City. The
Neptune Gateways shall be installed by Ferguson at Ferguson's expense.
e. Neptune shall be responsible for Gateway maintenance for one-year from the date of
installation. Neptune shall provide a schedule of services and costs for maintenance by
Neptune. The City will maintain an active maintenance contract fortheNeptune software.
f. The City will migrate to the Neptune 360 hosted AMI software with the assistance of
Neptune. The City shall pay for the hosted software as follows:
Year 1: $1.47laccount
Year 2: $1.91laccount
Year 3: $1.97laccount
g. The City shall be responsible for providing eleotrical and fiber to each Gateway
installationsite.
3. INSTALLATION SERVICES. Ferguson's installation of the Gateways as contemplated in Section
2(a) above, shall be performed consistent with and as provided by the Installation Services Terms,
attached as Exhibit G.
4. NO ADMISSION. By entering into this Agreemen! neither Ferguson nor Neptune admit any
liability or fault with respect to the Confract or the R450 Mru Problem, and specifically denies any
liability, fault, orviolation of law claimed by the City.
5. MUTUAL RELEASE._Eaoh Party shall release and forever discharge the others including all of
their past, present and future officers, directors, officials, attorneys, principals, representatives,
insurers, administrators, executors, successors and assigns, attorneys employees and agents, from
any and all claims, demands, causes of action, obligations, damages, security interests, and
liabilities of any nature whatsoever whether known or not now known, suspected or claimed which
the releasing Party ever had, now has, or claims to have against the others from the beginning of
time to the date of this Agreement, arising out of the Project the R450 MIU Problem, and the
Disputed Claim.
6. ENTIRE AGREEMENT. It is understood and agreed this Agreement containsthe full extent ofthe
agreement between the Parties to resolve the R450 MIU Problem and the Disputed Claim, and the
terms of the Agreement are contactual and not a mere recital. To be binding, amendments shall
be in writing and signed by the Parties and approved bywritten resolution ofthe CityCouncil.
7. CONSENT AND ADVICE OF COLINSEL. Each Parly acknowledges that it has been represented
by independent legal counsel of its choice and each Parly has executed this Agreement with the
consent and on the advice ofsuch independent legalcounsel.
8. COUNTBRPARTS._This Agreement may be executed in counterparts, each of which will be
deemed to be an original, all of which together shall constitute one document.
9. NOTICES.-Required Notice to the parties shall be in writing, and shall be either hand delivered or
3
209209v8
mailed to the party by certified or registered mail at the following address:
a. FERGUSON Ferguson Enterprises, LLC
12500 Jefferson Avenue,
NewportNews,YA23602
Attn: Assistant General Counsel Waterworks
Ferguson Enterprises, LLC
1649 91st Ave NE
Blaine, MN 55449
Attn: KimFoster
Copy to:
b. NEPTUNE Neptune Technolory GrouP, lnc.
1600 AlabamaHi$waY 229
Tallassee, AL36078
Attn: Ian Coburn
c.CITY OF CIIANHASSEN 7700 MarketBoulevard
P.O. Box 147
Chanhassen, MN 55317
Copy to:Campbell Knutson, P.A.
860 Blue Gentian Road
Suite 290
Eagan, MN 55121
Attn: Roger Knutson
10. MUTUAL COOPERATION. The Parties agree to cooperate to effectuate this Agreement. There
rfruU U" ro expectation of any future agreement related to the R450 MIU failure rate as contemplated
in this section and the failure of any Parly to meet the other Parties' expectations as to their
assessment of the failure rate of the R450 MIUs and any proposed response or non-response thereto
shall not constitute a breach of this Agreement.
IN MTNESS WHEREOF, the parties have executed this Agreement as of the date last written below..
The remtinder of this page left intentionally blank; signature pagx and exhibits follow,
4
209209v8
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Future Work Session Schedule
Section 5:00 P.M. WORK SESSION Item No: A.3.
Prepared By Laurie Hokkanen, City Manager File No:
SUMMARY
The City Council is tentatively scheduled to hold the following work sessions:
June 14:
1. Discuss Monthly Utility Billing, Lockbox, and Billprint Concepts
June 28:
1. Discuss Concept of Park and Recreation Referendum
July 12:
Meeting will be cancelled if schedule allows for a traditional summer break. This decision will not be made early July.
July 26:
August 9:
1. Urban Land Institute Workshop with Planning Commission and Economic Development Commission
August 23:
1. Discuss Results of Business Feedback Survey with Economic Development Commission
Also attached is the proposed 2021 Budget Calendar. Following Council discussion, those workshops will be added
to this schedule.
BACKGROUND
Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is
published. Work sessions are typically held at 5:00 pm on the second and fourth Monday of each month in
conjunction with the regular City Council meeting, but may be scheduled for other times as needed.
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectFuture Work Session ScheduleSection5:00 P.M. WORK SESSION Item No: A.3.Prepared By Laurie Hokkanen, City Manager File No: SUMMARYThe City Council is tentatively scheduled to hold the following work sessions:June 14:1. Discuss Monthly Utility Billing, Lockbox, and Billprint ConceptsJune 28:1. Discuss Concept of Park and Recreation ReferendumJuly 12:Meeting will be cancelled if schedule allows for a traditional summer break. This decision will not be made early July. July 26:August 9:1. Urban Land Institute Workshop with Planning Commission and Economic Development CommissionAugust 23:1. Discuss Results of Business Feedback Survey with Economic Development CommissionAlso attached is the proposed 2021 Budget Calendar. Following Council discussion, those workshops will be addedto this schedule.BACKGROUNDStaff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is
published. Work sessions are typically held at 5:00 pm on the second and fourth Monday of each month in
conjunction with the regular City Council meeting, but may be scheduled for other times as needed.
ATTACHMENTS:
2022 Budget Calendar
2022 Budget Calendar
June 28 – Preliminary Budget and Long-term Financial Plan Overview
August 16 – Proposed Budget & Department Presentations & CIP overview
Sept 13 – Work session Discuss Max Tax & Adopt Max Tax at Council Meeting
Nov 8 – Budget Work session – General Fund & Property Tax Supported Funds Discussion
Nov 22 – Budget Work session – Enterprise funds & CIP Discussion
December 13 – Adopt Budget
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Approve City Council Minutes dated May 10, 2021
Section CONSENT AGENDA Item No: D.1.
Prepared By Kim Meuwissen, Office Manager File No:
PROPOSED MOTION
“The City Council approves the City Council minutes dated May 10, 2021.”
Approval requires a Simple Majority Vote of members present.
ATTACHMENTS:
Work Session Summary Minutes
Summary Minutes
CHANHASSEN CITY COUNCIL
WORKSESSION
MINUTES
MAY 10, 2021
Mayor Ryan called the meeting to order at 5:00 p.m.
MEMBERS PRESENT: Mayor Ryan, Councilwoman Rehm, Councilman Campion,
Councilwoman Schubert, and Councilman McDonald.
Councilwoman Rehm joined via Zoom.
COUNCIL MEMBERS ABSENT: None.
STAFF PRESENT: Laurie Hokkanen, City Manager, Kate Aanenson, Community
Development Director, Charlie Howley, Public Works Director/City Engineer, Jerry Ruegemer,
Parks & Rec Director, Rick Rice, IT Manager, Jake Foster, Assistant City Manager, Priya
Tandon, Recreation Supervisor
PUBLIC PRESENT: None.
DISCUSS CITY COUNCIL PRIORITIES RELATED TO CARVER COUNTY’S 5-YEAR
TRANSPORTATION PLAN
Public Works Director Charlie Howley gave an overview of the County’s 5-year Transportation
Plan. The City Council expressed strong support for moving ahead with the Galpin Boulevard
reconstruction in 2023 or 2024. The Council requested that Mr. Robjent, Carver County, present
a general summary of the local option sales tax (LOST) revenue and expenses since its inception
and moving forward. They also requested information about the resurfacing of trails adjacent to
road projects.
2021 4TH OF JULY CELEBRATION
Jerry Ruegemer and Priya Tandon provided an overview of the plans for the 4th of July
celebration. They noted that with recent changes to the Executive Order, many more activities
would now be possible with fewer restrictions. The City Council thanked staff for staying nimble
and being willing to work swiftly to offer as many parts of the annual community celebration as
possible. Highlights of the 2021 event include: Parade, concerts, fireworks, and carnival.
DISCUSS AMERICAN RESCUE PLAN
Finance Director Kelly Strey presented an overview of the ARPA funds the city anticipates
receiving from the federal government over the next two years. The City Council expressed
City Council Work Session Minutes – May 10, 2021
2
approval for designating an initial $400,000 of ARPA funds to move forward with projects in the
following areas:
• Hire IT support FTE four months sooner than planned
• Outsource electronic document imaging services to scan existing documents for all
departments into easily accessible, manageable and secure electronic document storage.
This will also free up valuable space in City Hall currently used for paper storage.
• Move to MS Office 365 cloud-based (includes MS Teams)
• Managed network security to address critical security issues
• Expand Blue Beam licenses to all staff who would benefit
• Integration of software systems to eliminate manual processes
(BS&A/Finance/Recreation)
• Continue to convert manual workflows to electronic workflows
• Electronic document signature software
• Image Trend Bridge
• Upgrade security card readers
• Upgrade conference room cameras to improve remote meetings
• Fire radio encryption to be consistent with County Law Enforcement radios
• Finance system upgrade and budget software implementation (approved in March)
The City Council noted that they looked forward to including review of the ARPA funds in the
2022 budget process and an interest in how the funds might help to advance infrastructure
projects, provide mental health programs, and support the installation of additional
internet/broadband options.
FUTURE WORK SESSION SCHEDULE
Ms. Hokkanen explained that the future work session schedule would start appearing on all work
session agendas. This document is a tentative outline of what is coming up so that residents
could monitor when an issue may be discussed. The document will also help the Council with
Strategic Plan priorities and action plans so that Council and staff are on the same page.
The meeting adjourned at 6:57 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Kim Meuwissen
CHANHASSEN CITY COUNCIL
REGULAR MEETING
MINUTES
MAY 10, 2021
Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge to
the Flag.
MEMBERS PRESENT: Mayor Ryan, Councilwoman Rehm, Councilman Campion,
Councilwoman Schubert, and Councilman McDonald
Councilwoman Rehm and Councilman McDonald joined via Zoom.
COUNCIL MEMBERS ABSENT: None.
STAFF PRESENT: Laurie Hokkanen, City Manager, Charlie Howley, Public Works
Director/City Engineer, Jerry Ruegemer, Park and Recreation Director, Kate Aanenson,
Community Development Director, Jake Foster, Assistant City Manager, Charlie Burke, Public
Works Operations Manager, Brett Martinson, Sewer/Water Operations Foreman, Mike Wegner,
Water Production Operator, Rob Heinen, Park Operator, Gary Berg, Park Maintenance Foreman,
and Adam Beers, Park Superintendent
PUBLIC PRESENT:
Barb Hone 2892 Fairway Drive, Chaska
Todd Degler 9111 Audubon Road, Chanhassen
Brian Grogan Legal representative
Judy Poitevent 2300 Melody Hill, Chanhassen
Mayor Ryan asked the City Council if there were any modifications or additions to the agenda.
After the roll call vote there were no changes to the published agenda.
PUBLIC ANNOUNCEMENTS:
NATIONAL PUBLIC WORKS WEEK PROCLAMATION
Mayor Ryan read a proclamation recognizing the week of May 16-22 as National Public Works
Week.
Charlie Burke, Public Works Operations Manager, Brett Martinson, Sewer/Water Operations
Foreman, Mike Wegner, Water Production Operator, Rob Heinen, Park Operator, Gary Berg,
Park Maintenance Foreman, and Adam Beers, Park Superintendent, were introduced as
representatives of the Public Works and Park Maintenance departments.
City Council Minutes – May 10, 2021
2
CONSENT AGENDA: Councilman McDonald moved, Councilman Campion seconded
that the City Council approve the following consent agenda items pursuant to the City
Manager’s recommendations:
1. Approve City Council Minutes dated April 26, 2021
2. Receive Park & Recreation Commission Minutes dated March 23, 2021
3. Approve Claims Paid 05-10-2021
4. Appointments to the Economic Development Commission
5. Ordinance 668: Approve Amending Chapter 20 of City Code Concerning Golf Driving
Ranges
6. Approve Final Plat, Plans, and Specifications and Development Contract for Deer Haven
Subdivision
7. Approve Temporary On-Sale Liquor License, July 3 & 4, The Rotary Club of
Chanhassen
8. Resolution 2021-19: Approve Application of the Chanhassen American Legion to
Conduct Lawful Gambling at Chanhassen Brewing Company
9. Approve Grant of Permanent Easement for Drainage and Utility Purposes at The Bluffs
at Lake Lucy - Lot 3 Block 1
10. Receive Community Development 2020 Year-End Review and 2021 Work Program
11. Receive 2020 Park and Recreation Department Annual Report
12. Award Low Quote, Pheasant Hills Park and Carver Beach Park Concrete Border and
Lake Susan Basketball Court Improvements
13. Approve Purchase, Park Equipment Replacement Schedule for Pheasant Hills Park and
Carver Beach Park
14. Authorize Procurement of Facilities Study
15. Award Low Quote, 2021 4th of July Tents, Tables & Chairs
All voted in favor and the motion carried unanimously with a vote of 5 to 0.
City Council Minutes – May 10, 2021
3
VISITOR PRESENTATIONS.
PURPLE REIGNS - PAINT THE COUNTY PURPLE: BARB HONE
Barb Hone, 2892 Fairway Drive, Chaska, presented information on a project to use the color
purple in the month of June 2021. She encouraged Chanhassen residents to find ways to “paint”
Carver County purple and share photos using the hashtag #purplereigns2021. There will be a
celebration on June 17, 2021.
Mayor Ryan added that the City would find a way to display purple in the City.
TODD DEGLER CITIZEN ACTION REQUEST
Todd Degler, 9111 Audubon Road, Chanhassen, presented information on activities held at the
Degler Farm. In the past, the farm has held a corn maze and hayrides and would like to increase
the amount of educational and entertainment activities they provide to visitors. He requested an
interim use permit as well as a definition of “agritourism” be added to the City Code.
Community Development Director Aanenson stated staff will work on the interim use permit
which would address access, site lines, and property facilities. The request would have a public
hearing and then return to the council. She added that staff would also look into adding the
“agritourism” term to the City Code including defining zoning and appropriate acreage.
OLD BUSINESS. None.
PUBLIC HEARING.
APPROVAL OF ON-SALE BEER & WINE LICENSE FOR COLVIN GOLF, LLC, DBA
GOLF ZONE, 825 FLYING CLOUD DRIVE
Community Development Director Aanenson reviewed the request by Golf Zone to approve an
on-sale beer and wine license due to the limits of obtaining 3.2 beer. The zoning district was
amended to allow this type of sale and a background check was completed on the business.
City Manager Hokkanen stated that residents who were interested in commenting at a Public
Hearing could register to speak remotely over Zoom but that the phone number had been
discontinued.
Mayor Ryan opened the public hearing. There being no public comment, Mayor Ryan closed the
public hearing, and returned the matter to the City Council for questions, comments, or a motion.
Councilwoman Schubert moved, Councilman Campion seconded to approve the request
for an on-sale beer and wine license from Colvin Golf, LLC, dba Golf Zone, contingent
upon the City Council adopting a city code amendment allowing the sale of beer and wine
City Council Minutes – May 10, 2021
4
within golf driving ranges. All voted in favor and the motion carried unanimously with a
vote of 5 to 0.
RESOLUTION 2021-20: INTENT TO ENTER INTO METRONET FRANCHISE
Assistant City Manager Foster introduced Brian Grogan, legal representation, who joined via
Zoom.
Mr. Grogan gave an overview of the process for considering the qualifications of CMN-RUS,
Inc. dba MetroNet. The Council is not considering the award of a franchise at this meeting.
MetroNet is building a separate fiber optic system in competition to Mediacom.
The federal cable act states that the franchising authority, which is the City of Chanhassen, has
the authority to award one or more franchises but cannot award an exclusive franchise nor refuse
to award a competitive franchise.
If Mediacom feels that the City has given MetroNet more favorable terms, Mediacom can ask to
enter into the same terms as to not present an unlevel field.
Mr. Grogan reviewed that the City has published a Notice for Intent to Franchise in the
newspaper twice and sent a notice to Mediacom and MetroNet. They have also prepared an
official application and set a time frame of April 1 to April 8, 2021. The deadline for receiving
applications was April 21, 2021 and MetroNet was the only applicant. The Public Hearing was
set for May 10, 2021.
MetroNet, with their parent company MetroNet Holdings LLC, is based in Indiana. They
currently hold a franchise in Rochester, MN, are licensed to do business in Minnesota, and are in
good standing with the Minnesota Secretary of State. They will provide cable, internet
(broadband), and telephone with a proposed fiber to the premises system. While there are no
objective standards to define “financially qualified”, Mr. Grogan has found no basis to deny that
they lack the finances to provide cable services.
Staff will come to the Council with a robust cable franchise for the Council to review and
consider award of franchise at a future meeting.
Mediacom sent an email around 5:00 p.m. on May 10, 2021 stating they have concerns with the
completeness of MetroNet’s application. Mr. Grogan feels that the issues were adequately
covered in the application but they will be more directly addressed at a future meeting.
Mediacom will be provided an advanced copy of the franchise agreement for their input.
Councilman McDonald asked for information on the services that MetroNet is proposing to
offer.
City Council Minutes – May 10, 2021
5
Mr. Grogan stated the purpose of the application is to seek a cable television franchise. MetroNet
is focused on providing broadband. The City of Chanhassen does not have authority to issue a
broadband franchise through a fiber optic system; therefore, the regulatory path is to obtain a
cable franchise. MetroNet has made it clear they are competing for broadband residential and
commercial customers.
Mayor Ryan added that the Council had not yet read the email from Mediacom as they were in
Council work session when it was sent. The email will be included in the packet.
Mayor Ryan opened the public hearing. There being no public comment, Mayor Ryan closed the
public hearing, and returned the matter to the City Council for questions, comments, or a motion.
Resolution #2021-20: Councilman Campion moved, Councilman McDonald seconded that
the City Council adopts a resolution affirming that MetroNet (CMN) possesses the
requisite legal, technical and financial qualifications to operate a cable communications
system within the City. All voted in favor and the motion carried unanimously with a vote
of 5 to 0.
RESOLUTION 2021-21: CONSIDER A REQUEST FOR APPROVAL OF A METES
AND BOUNDS SUBDIVISION AT 2300 MELODY HILL
Community Development Director Aanenson reviewed the request to create two lots from one
lot at 2300 Melody Hill, Chanhassen. The subdivision meets metes and bounds ordinance
standards. Both lots will be in excess of the 15,000 square feet lot standards and a limited
number of trees will be removed.
Judy Poitevent, 2300 Melody Hill, Chanhassen, was in attendance as the applicant.
Ms. Aanenson stated the City received phone calls from the neighbors but they had no concerns.
Mayor Ryan opened the public hearing. There being no public comment, Mayor Ryan closed the
public hearing, and returned the matter to the City Council for questions, comments, or a motion.
Resolution #2021-21: Councilwoman Schubert moved, Councilman Campion seconded that
the City Council adopts a resolution approving a Metes and Bounds subdivision creating
two single-family lots subject to the conditions of approval and adopts the Findings of Fact
and Decision. All voted in favor and the motion carried unanimously with a vote of 5 to 0.
NEW BUSINESS. None.
COUNCIL PRESENTATIONS. None.
City Council Minutes – May 10, 2021
6
ADMINISTRATIVE PRESENTATIONS. None.
CORRESPONDENCE DISCUSSION.
HOPE HOUSE STATISTICS
Mayor Ryan stated that representatives from Hope House are planning on attending a future
Council meeting.
Councilwoman Schubert moved, Councilman McDonald seconded to adjourn the meeting.
All voted in favor and the motion carried unanimously with a vote of 5 to 0. The City
Council meeting was adjourned at 8:00 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Kim Meuwissen
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Receive Planning Commission Meeting Minutes dated April 20, 2021
Section CONSENT AGENDA Item No: D.2.
Prepared By Jean Steckling, Senior Admin. Support
Specialist
File No:
PROPOSED MOTION
“The City Council receives the Planning Commission meeting minutes dated April 20, 2021.”
Approval requires a Simple Majority Vote of members present.
ATTACHMENTS:
Planning Commission Minutes dated April 20, 2021
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
MINUTES
APRIL 20, 2021
CALL TO ORDER:
Chairman Weick called the meeting to order at 7:00 p.m.
MEMBERS PRESENT: Steven Weick, Laura Skistad, Eric Noyes, Mark von Oven, Erik
Johnson, Doug Reeder, and Kelsey Alto
MEMBERS ABSENT: None.
STAFF PRESENT: Bob Generous, Senior Planner
PUBLIC PRESENT: None.
Chairman Weick thanked outgoing Commissioners Mark Randall and Michael McGonagill for
their service on the Planning Commission. He welcomed new Commissioners Erik Johnson and
Kelsey Alto.
Chairman Weick reviewed guidelines for conducting the virtual Planning Commission meeting.
Commissioner Reeder arrived at 7:03 p.m.
PUBLIC HEARING:
APPROVE AMENDING CHAPTER 20 OF THE CITY CODE CONCERNING GOLF
DRIVING RANGES
Senior Planner Bob Generous presented the item.
Golf Zone, located at 825 Flying Cloud Dr, Chaska, requested the City Council change the City
Code to allow wine sales as well as stronger beer than the 3.2 beer that is currently allowed.
Mr. Generous reviewed corrections to Section 20-259 of the City Code regarding:
● Flying Cloud Dr. was originally classified as Highway 212. The roads adjacent to the golf
driving range are now called Highway 5 and County Road 61.
● The hours of operation are changed from “sunrise to sunset” to 7:00 a.m. to 9:00 p.m.
● Section 6 is changed to reflect the sale of wine consistent with what is allowed for city
golf courses.
Chairman Weick opened the public hearing. There being no one to speak to this issue, Chairman
Weick closed the public hearing.
Planning Commission Minutes – April 20, 2021
2
Commissioner von Oven moved, Commissioner Alto seconded that the Chanhassen
Planning Commission recommends that the City Council adopt the proposed ordinance
amending City Code Chapter 20, Zoning, of the City Code concerning Golf Driving
Ranges. All voted in favor and the motion carried unanimously with a vote of 7-0.
Commissioner von Oven noted that he would like to see Minnesota change their statute
regarding 3.2 beer.
PUBLIC HEARING:
APPROVE AMENDMENTS TO THE COMPREHENSIVE PLAN FUNCTIONAL
CLASSIFICATION MAP (STREETS) AND LIST AND CHAPTER 20, ZONING, OF
THE CHANHASSEN CITY CODE REGARDING IDENTIFICATION OF ARTERIAL
AND COLLECTOR STREETS
Mr. Generous gave an overview of the proposed amendment to Chapter 20 regarding the
identification of streets. This is a functional classification which considers the intensity of use of
the roadway system. In response to the Federal Highway Administration and the State
Department of Transportation (MnDOT), roads in Chanhassen have been reviewed and some
classifications have been changed due to their traffic volume.
These changes included:
● Pleasant View Road is changed from a major to a minor road.
● Longacres Road had no text corresponding to it.
● Lake Drive West was broken down into segments. The entire length will now be a major
collector.
● Market Boulevard is currently a major collector due to a large amount of traffic in the
downtown area.
● Bluff Creek Drive and Avienda Parkway will serve the Avienda development and the
map was revised to show a future roadway.
● Text was added to show Northern Access Roadway as Avienda Parkway which is what
the Preliminary Plat for Avienda says.
● Eagle Ridge Road and future extension to Powers Boulevard as part of the Foxwood
Development has been amended to reflect a collector roadway in the Comprehensive Plan
The following roads have been changed from minor to major collectors:
● Bluff Creek Boulevard
● Bluff Creek Drive
● Century Boulevard
● Dakota Avenue
● Dell Road
● Great Plains Boulevard
● Kerber Boulevard
● Lake Drive and Lake Drive West
● Lake Drive and Lake Drive East
● Market Boulevard
Planning Commission Minutes – April 20, 2021
3
The following roads have been classified as major collectors:
● Galpin Boulevard (County Road 117) north of Trunk Highway 5
● Lake Lucy Road
● Minnewashta Parkway
● West 78th Street
The following roads have been changed from major to minor collectors:
● Coulter Boulevard
● Pleasant View Road
The following roads have been classified as minor collectors:
● Avienda Parkway
● Longacres Drive. This road was on the map but not in the text.
● Eagle Ridge Road and future extension
● Yosemite Avenue
Mr. Generous stated that Chapter 20 specifies all arterial and collector roadways. These
roadways have different design standards required as part of the subdivision process. The
designation also impacts the amount of individual property access allowed to these roadways.
The following streets are classified as arterial streets under Section 20-5:
● County Road 14 (Pioneer Trail)
● County Road 15 (Galpin Boulevard south of Trunk Highway 5 and Audubon Road south
of Lyman Boulevard)
● County Road 17 (Powers Boulevard)
● County Road 18 (Lyman Boulevard west of County Road 101)
● County Road 61(Flying Cloud Drive)
● Trunk Highway 101/County Road 101(north to south corporate city limits)
● Trunk Highway 5
● Trunk Highway 7 (Principal)
● Trunk Highway 41
● U.S. Highway 212 (Principal)
The following roads were removed from the designation as arterial streets:
● The order of County Road 101 was changed to read north to south since the north half
will still remain a Trunk Highway from Minnetonka to Highway 5 but south of Highway
5 to Shakopee becomes a County Road.
● Dell Road (Highway 5 south to corporate city limits) is changed to a collector roadway.
● County Road 19 (Galpin Boulevard south of Trunk Highway 5) was mislabeled on the
map and should be removed.
The following streets are designated as collector streets:
● 82nd Street (Trunk Highway 41 to Century Boulevard)
● Avienda Parkway; Previously there was not a name for this road
● Audubon Road (north of Lyman Boulevard to West 78th Street)
● Bluff Creek Boulevard
Planning Commission Minutes – April 20, 2021
4
● Bluff Creek Drive
● Century Boulevard (from West 78th Street to 82nd Street)
● Coulter Boulevard
● Dakota Avenue (Highway 5 to Lake Drive East)
● Dell Road (north to south corporate city limits)
● Eagle Ridge Road and its connections to Powers Boulevard
● Dell Road (Trunk Highway 5 north to corporate city limits)
● Galpin Boulevard (County Road 117) (Highway 5 to north city limits)
● Great Plains Boulevard (West 78th Street to Grandview Road Lake Drive East)
● Kerber Boulevard
● Lake Drive (County Road 17 to County Road 101)
● Lake Drive East (Great Plains Boulevard to Dell Road)
● Lake Drive West (Audubon Road to County Road 17)
● Lake Lucy Road (Trunk Highway 41 to Powers Boulevard)
● Longacres Drive
● Lyman Boulevard (east of County Road 101)
● Market Boulevard (Trunk Highway 5 to West 78th Street)
● Minnewashta Parkway (Trunk Highway 7 to Trunk Highway 5). Part of this roadway is
in the city of Victoria but the City of Chanhassen has jurisdiction over it.
● Park Road
● Pleasant View Road
● Stoughton Avenue
● West 78th Street (Trunk Highway 41 to County Road/Trunk Highway 101)
● Yosemite Avenue
Chairman Weick asked, if a roadway was partially in a different city, does that city have to
approve anything?
Mr. Generous stated that the lists went out for jurisdictional review to 21 different adjacent
government units. Thus far, there have been 10 responses of “no comment”. These agencies have
until the May 24, 2021 City Council meeting to submit their comments which is within the 60-
day jurisdictional review window that’s required under the Metropolitan Land Planning Act
before amendments can be submitted to the Metropolitan (Met) Council.
Chairman Weick asked if these are recommendations for MnDOT or requirements.
Mr. Generous confirmed that the city’s Engineering Department in conjunction with Carver
County engineering and public works came to an agreement that these changes were appropriate
and recommended.
Chairman Weick asked if these changes alter what the city is required to spend to maintain
certain types of roads and if it would affect budget allocations.
Mr. Generous explained that it would not affect local roads. County State Aid Highways and
county roads are maintained by Carver County and MnDOT has jurisdiction over Highway 5,
Highway 7, Highway 41, and a portion of Highway 101. The only time it may have an effect is if
Planning Commission Minutes – April 20, 2021
5
a commercial collector roadway is part of a development review where it would need an 80-foot
right-of-way instead of a 60-foot right-of-way.
Commissioner Noyes asked how these changes may affect any projects or approvals that have
already been in place or are currently in progress.
Mr. Generous explained that the changes would only affect projects going forward.
Commissioner Skistad asked if classification as a collector street means they will be potentially
turned into four lane roads.
Mr. Generous stated the decision to change a two-lane road into a four-lane road is dependent on
traffic levels not on classification
Commissioner Skistad referenced the land development near the Prince property and the increase
in traffic at the stop sign. Is this area included or will it be addressed at a different time?
Mr. Generous stated it was not part of the proposed ordinance change but it is part of a
discussion with Carver County who is looking to incorporate roundabouts into future design,
pending funding.
Mr. Generous added that he was part of a staff level traffic safety committee who considers
complaints and requests from residents who are concerned about pedestrian safety to see if there
is any way to resolve the issue.
Chairman Weick opened the public hearing. There being no one to speak to this issue, Chairman
Weick closed the public hearing.
Commissioner Skistad moved, Commissioner Noyes seconded that the Chanhassen
Planning Commission recommends that the City Council approve the proposed 2040
Comprehensive Plan Amendment to Chapter 6, Transportation, Section 65, System Plan,
Major and Minor Collectors and Figure 6.7, Functional Classification Map, and amend
Section 20-5 of the Chanhassen City Code. All voted in favor and the motion carried
unanimously with a vote of 7-0.
Mr. Generous added that County Road 19 does not exist and will be removed from the
ordinance.
APPROVAL OF MINUTES:
APPROVAL OF PLANNING COMMISSION MINUTES DATED MARCH 2, 2021
Commissioner Noyes noted the summary ninutes of the Planning Commission meeting
dated March 2, 2021 as presented.
APPROVAL OF PLANNING COMMISSION WORK SESSION MINUTES DATED
APRIL 6, 2021
Planning Commission Minutes – April 20, 2021
6
Commissioner Alto noted the summary minutes of the Planning Commission meeting dated
April 6, 2021 as presented.
ADMINISTRATIVE PRESENTATIONS:
CITY COUNCIL ACTION UPDATE
Mr. Generous gave an overview of the Council actions at the March 22, 2021 City Council
meeting including approval of ordinance amendments and the Lakes of Chanhassen Tax
Increment Financing (TIF) district.
Commissioner von Oven asked if the issue of parking boats in residential driveways had been
considered or if staff is working on the issue.
Mr. Generous stated that the April 26, 2021 City Council Work Session schedule included a
discussion of chickens, boats, and signage. He added that staff is contacting Homeowner
Associations (HOAs) to see how they handle parking boats in driveways.
Mr. Generous added that the May 4, 2021 Planning Commission meeting would be cancelled due
to lack of items and the May 18, 2021 meeting may be cancelled as well.
ADJOURNMENT:
Commissioner von Oven moved to adjourn the meeting. All voted in favor and the motion
carried unanimously with a vote of 7-0. The Planning Commission meeting was adjourned
at 7:39 p.m.
Submitted by Kate Aanenson
Community Development Director
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Receive Environmental Commission Minutes dated April 14, 2021
Section CONSENT AGENDA Item No: D.3.
Prepared By Kim Meuwissen, Office Manager File No:
PROPOSED MOTION
“The City Council receives the Environmental Commission minutes dated April 14, 2021.”
Approval requires a Simple Majority Vote of members present.
ATTACHMENTS:
Summary Minutes
1
Chanhassen Environmental Commission (EC)
Regular Meeting – Zoom Online Meeting
6:00 pm
April 14, 2021
Members Present: Bill Chappell, Kristin Fulkerson, Jeff Harken, Greg Hawks, Markus Fischer, Scot
Lacek, Leslie Elhadi.
Members Absent: None
Staff Present: Jill Sinclair, Environmental Resources Specialist
Minutes: March minutes were approved.
Introduction of members/new members: Commissioners introduce themselves to Scot and Leslie
who then shared a few things about themselves with the commission.
Election of Chair/Vice Chair: Kristin was nominated and approved to continue as Chair. Greg was
nominated and approved as Vice Chair.
Commission by-laws: Jeff shared that during the interviews, the council brought up the idea of adding
a youth to the commission. The by-laws would need to be updated. Jill will share what the Park and
Recreation commission has in their by-laws for youth members. The commission will plan on talking
about it at the joint meeting. By-laws were accepted with no changes.
2021 Arbor Day Poster Contest selection: Two posters were submitted for the contest. The
submissions were done by a brother and sister. The commission decided to stick with the prize packs
and not have a grand prize winner for 2021. Next year the contest will be sent again to the schools. Jill
will put together the prize packs and notify the winners. Packs will include MN tree i.d. book, white
pine seedling, Arbor Day pencil, bracelet, stickers, temporary tattoo, and milkweed seed pack.
2021 Recycling Education Ideas: The commission wants a social media post on Earth Day. Jill will
coordinate that. They’d like to encourage residents to pick up trash when out on walks in the spring.
Kristin will send the links to the DemCon videos that the city can share on social media. If there is a
trade fair for July 3, the commission will have a table with ‘What is/isn’t recyclable’. For the fall
education event, the plan is still to have the DemCom trailer at Rec Center but could also have display at
library with the ‘What is/isn’t recyclable’ and the videos.
Trex Plastic Film Recycling Program: Jill will look into hosting a collection at the city. Will need to
promote it. The commission will talk about it again in the future.
2
City Updates:
• The City Council had an Earth Day proclamation at their April 12 meeting.
• The city received a grant from the MNDNR to assist with the removal and replacement of
ash trees. The city also applied for a grant for the purchase of electric lawn care equipment
and is waiting to hear back.
• There’s no public Arbor Day event. Residents are encouraged to plant trees at home and take
a walk in the woods.
• America Recycles Day is Nov 15. The commission should think about how to promote it.
General Discussion:
• Minneapolis restaurants are offering reusable containers for take out. Some way to get
Chanhassen restaurants to offer it too?
• Jill and Bill will be doing an Earth Day presentation at the Senior Center and will be talking
about recycling.
• Park board display – still working on it? Jill will talk to Don.
• RPBCWD – Liz Forbes is the new education person to replace B. The shoreline stabilization
discussion focused on how to repair riprap without a permit. They decided to temporarily
approve no permit needed. The St Hubert project issued a $19350 contract to SRF to design
an underground storage system to be used for irrigation. $180K for the whole project.
Meeting adjourned at 7:30 pm
Minutes prepared by Jill Sinclair
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Receive Economic Development Commission Minutes dated April 13, 2021
Section CONSENT AGENDA Item No: D.4.
Prepared By Kim Meuwissen, Office Manager File No:
PROPOSED MOTION
“The City Council receives the Economic Development Commission minutes dated April 13, 2021.”
Approval requires a Simple Majority Vote of members present.
ATTACHMENTS:
Summary Minutes
CHANHASSEN ECONOMIC
DEVELOPMENT COMMISSION
REGULAR MEETING
APRIL 13, 2021
Chairman Sanford called the meeting to order at 7:00 p.m.
MEMBERS PRESENT: Jim Sanford, Kathleen Donovan, and James Ebeling
MEMBERS ABSENT: None.
STAFF PRESENT: Laurie Hokkanen, City Manager, Jake Foster, Assistant City Manager, and
Bob Generous, Senior Planner
PUBLIC PRESENT: None.
Chairman Sanford requested that agenda items be adjusted to allow City Manager Laurie
Hokkanen to present first.
Member Ebeling moved, Member Sanford seconded to approve the agenda as amended.
All voted in favor and the motion carried unanimously with a vote of 3-0.
CITY MANAGER INTRODUCTION:
Ms. Hokkanen introduced herself and provided background on her roles with the City of
Chanhassen, the City of Victoria, and the City of Plymouth.
Chairman Sanford asked if she could provide history on the SouthWest Metro Chamber of
Commerce.
Ms. Hokkanen stated the SouthWest Metro Chamber of Commerce was formed from another
chamber that had dissolved. The Buy Chanhassen group was originally a business council which
broke off from the SouthWest Metro Chamber of Commerce due to different outlooks on
approvals and how to share revenue.
Chairman Sanford stated that he is familiar with the Great Wayzata Area Chamber of Commerce
and feels they are effective in bringing businesses together. He expressed desire that the
Chambers in Chanhassen react similarly.
Chairman Sanford asked if Ms. Hokkanen’s economic development experience in the City of
Victoria involved private development parties. Did the city seek developers or did developers
approach the city?
Economic Development Commission – April 13, 2021
2
Ms. Hokkanen outlined the role of the City of Victoria in development. The City of Victoria was
aware of opportunities and made sure business owners knew what those opportunities were and
how the businesses could fit into the master plan. The City of Victoria also provided incentives
such as grants to help some business owners with development plans.
Chairman Sanford stated that the City of Plymouth has a downtown similar to Chanhassen with
Highway 55 running through it. What ideas is the City of Plymouth pursuing in regards to their
split downtown?
Ms. Hokkanen stated that the City of Plymouth is currently working on a “City Center 2.0” plan
by identifying parcels that they would like to see have more density, considering 24/7 housing to
support restaurants, retail, and entertainment, and enhancing public spaces. She feels, within the
next 10-20 years, there will be a change in retail environments and trends in restaurants whether
pop ups that the city hosts or venues that attract people.
Chairman Sanford asked how the City of Plymouth plans to pay for City Center 2.0.
Ms. Hokkanen stated that financing is yet to be solved but would likely include a menu of
public/private partnerships, grants, and TIF. The City of Plymouth has made it clear to
developers what they would allow in certain areas so that developers are more likely to take a
risk knowing what was allowed and how the community and city would respond.
Ms. Hokkanen noted Economic Development Commissioners Stephen Stamy and Adam Schafer
who have stepped down. The Council will post for these positions and she hopes the Economic
Development Commission would give her insight on what type of person would make a good
candidate.
Member Donovan expressed frustration regarding a disconnect between the City Council and
their engagement with the Economic Development Commission. She felt that the Council has not
given clear direction on what they want from the Economic Development Commission.
Although staff attends meetings, they have had to try and interpret what they think the Council
wants. She would like to see the Mayor or Councilmembers attend meetings to offer input, set
goals, check on progress, and answer questions to inform the Economic Development
Commission's direction.
Member Donovan further stated that the Economic Development Commission has been focused
on goal setting for the past 18 months and it is frustrating to not move past this step.
Member Ebeling agreed that there seemed to be too much time spent on goal setting. He had
heard that the presentation Chairman Sanford had given to the Council was not well received.
Member Donovan and Member Ebeling expressed concerns with remaining on the Economic
Development Commission if no changes were made.
Economic Development Commission – April 13, 2021
3
Chairman Sanford agreed that the Council seemed divided on whether there should even be an
Economic Development Commission. He received a clear message that there were no available
resources. He recently spoke with Mayor Ryan regarding the Strategic Plan which seems more
focused on infrastructure. Perhaps Chanhassen is not ready to have an Economic Development
Commission or focus economic resources toward this problem?
Chairman Sanford asked Member Donovan what type of change she would like to see.
Member Donovan stated that Councilmembers could attend meetings to check on what the
Economic Development Commission is working on and direct what they would like the
Commission to work on. She felt it should be a team effort and there should be goals set and
input. She would like to see more engagement and communication from the Council, particularly
the Mayor.
Chairman Sanford asked Ms. Hokkanen to explain the newly developed liaison program as well
as her level of involvement in the Economic Development Commission meetings.
Ms. Hokkanen explained that a Councilmember has been appointed to each Commission to make
recommendations to the Council, bring Council feedback back to the committee, and act as a
point of contact. The expectation was not that the Councilmember would attend the meetings but
that is something that could be considered.
Ms. Hokkanen stated that Mayor Ryan was planning on attending the May 2021 meeting to
discuss the Strategic Plan.
Member Donovan stated she had read through the Strategic Plan but she would like more
direction on what the Economic Development Commission should focus on - whether it was
small businesses, retaining current businesses, attracting new people, as well as what the City has
to offer businesses. Even if the Council attended meetings once a quarter for 15 minutes, it
would be a chance to talk about progress and challenges and see if the Commission was on track.
Ms. Hokkanen asked if the Economic Development Commission were able to accomplish the
five items on their 2021 work plan would that be a success?
Member Ebeling stated he would be thrilled to get five things accomplished since zero things
have been accomplished in the first 18 months. He referenced the projects Ms. Hokkanen had
accomplished in the City of Victoria and the City of Plymouth as the types of projects he hopes
to see in the City of Chanhassen. He agreed that the City needs more entertainment. He
mentioned that the Commission has brought up a business subsidy program but the Council was
not amenable to the idea. Perhaps instead of forming more goals, the Commission could develop
a business subsidy program by figuring out who would qualify, how the program could be
Economic Development Commission – April 13, 2021
4
administered, or if there are grants or loans available. However, if the Council doesn’t want this
program, he doesn’t want to spend time on it.
Chairman Sanford agreed that there should be more direction on what the role of the
Commission is versus staff.
Ms. Hokkanen said that the Council was looking at a change to their food truck ordinance to
allow more than 15-17 days for food trucks to visit a location. Would the Commission be
interested in holding a listening session and public hearing with businesses to gauge their
reaction to the proposed change?
Member Ebeling liked the idea of hearing from businesses. He enjoys hearing updates from
Community Development Director Kate Aanenson on what businesses are interested in
Chanhassen. He would like to have more interplay with businesses looking to come into the City
or expand in the City.
Member Donovan agreed that it would be good to engage with business owners and filter the
information they give the Commission for the Council.
Ms. Hokkanen stated one of the Commission's five goals was to do a business survey to see
where businesses are frustrated with the City.
Chairman Sanford asked who would develop the survey, the Council or the Economic
Development Commission? Is the role of the Commission only to make recommendations? If
nothing happens from these recommendations it is a waste of time.
Chairman Sanford spoke about lodging tax for Chanhassen residents who do temporary rentals,
such as VRBO.
Ms. Hokkanen confirmed that the Commission’s role is to give recommendations to the Council.
The Commission can come up with a work plan and the Council agrees or disagrees with them.
She stated there could be better communication so that the Commission understands why
projects don’t seem to go anywhere as well as an improved timeline to move things forward.
Member Donovan addressed Ms. Hokkanen’s question about qualifications for new Commission
members. She felt that someone with a creative outlook who thought outside of the box and
offered a diverse perspective would be an asset to the Economic Development Commission.
Ms. Hokkanen addressed Member Ebeling’s desire to have Top Golf come to Chanhassen. She
has spoken with the company and they require a large amount of people to live within 5 miles of
their facilities. Currently they are planning to build a location in Bloomington.
Economic Development Commission – April 13, 2021
5
Member Ebeling reiterated that Chanhassen could have more entertainment options. Perhaps
another curling center would be in demand or a banquet hall.
Chairman Sanford added that the Chaska Curling Center needed 400 memberships to break even
but they have 1400 members. The Chaska Curling Center can also be used for banquets or
weddings so it is a multipurpose facility.
Ms. Hokkanen stated that some of the slowdown in processes have been related to COVID-19
and staff turnover. The Council is considering a park referendum, which they have not acted on
yet, and they may look to the Economic Development Commission for input on that.
Chairman Sanford felt that it would be helpful if a new Commission member was familiar with
municipal finances. He would like to understand information on TIF and bonding and how
developers finance projects. If the Council vision is focused on infrastructure, then they are not
ready for economic development at this point.
Chairman Sanford asked Ms. Hokkanen if she would be regularly attending Economic
Development Commission meetings.
Ms. Hokkanen stated she could attend more meetings and perhaps the new finance director,
Kelly Strey, would be more involved as well.
ORGANIZATIONAL ITEMS.
ADOPTION OF BYLAWS
Chairman Sanford reviewed the bylaws.
Senior Planner Bob Generous pointed out that the bylaws could be amended to change the length
of Commissioner terms to make them all three years. However, if incoming Commission
members remained at two-year terms, they would fulfill the terms of the two Commission
members who resigned.
Member Donovan moved, Member Ebeling seconded to approve the bylaws. All voted in
favor and the motion carried unanimously with a vote of 3-0.
ELECTION OF CHAIR AND VICE-CHAIR
Commission members discussed who should be the Chair and Vice-Chair and elected to wait for
new Commission members to come on board. Chairman Sanford agreed to remain as Chairman
until that time.
Mr. Generous referenced section 6.2 of the bylaws which states: “The Economic Development
Commission may suspend any of these rules by a unanimous vote of the members present.”
Economic Development Commission – April 13, 2021
6
Member Donovan moved, Member Ebeling seconded to suspend the election of a Chair and
Vice-Chair until new Economic Development Commission appointments are made. All
voted in favor and the motion carried unanimously with a vote of 3-0.
OLD BUSINESS.
STRENGTHS, WEAKNESSES, OPPORTUNITIES, AND THREATS (SWOT)
SUMMARY
Mr. Generous asked the Commission to review the materials and note if there was anything
missing.
NEW BUSINESS.
STRATEGIC PLANNING PROCESS DISCUSSION: OBJECTIVES, STRATEGIES,
TACTICS, MEASUREMENTS, AND FUNDING
Commission members requested to suspend this conversation to a future meeting.
Member Ebeling moved, Member Donovan seconded to suspend discussion of Strategic
Planning Process Discussion: Objectives, Strategies, Tactics, Measurements, and Funding
to a later date. All voted in favor and the motion carried unanimously with a vote of 3-0.
ADMINISTRATIVE PRESENTATION. None.
CORRESPONDENCE DISCUSSION.
CARVER COUNTY SMALL BUSINESS EMERGENCY ASSISTANCE PROGRAM
Mr. Generous stated that the list included Chanhassen businesses who were provided assistance.
Assistant City Manager Jake Foster added that one of the goals of the Strategic Plan was to
improve communication which would include communication with Chanhassen businesses.
ADJOURNMENT.
Member Donovan moved, Member Ebeling seconded to adjourn the meeting. All voted in
favor and the motion carried unanimously with a vote of 3-0. The Economic Development
Commission meeting was adjourned at 8:10 p.m.
Submitted by Bob Generous
Senior Planner
Prepared by Kim Meuwissen
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Approve Claims Paid 05242021
Section CONSENT AGENDA Item No: D.5.
Prepared By Kelly Strey, Finance Director File No:
SUMMARY
The following claims are submitted for review and approval on May 24, 2021:
Check Numbers Amounts
175343 – 175420 $436,115.17
ACH Payments 161,115.78
Total All Claims $597,230.95
ATTACHMENTS:
Check Summary
Check Summary ACH
Check Detail
Check Detail ACH
Accounts Payable
User:
Printed:
dwashburn
5/14/2021 10:29 AM
Checks by Date - Summary by Check Number
Check No Check DateVendor NameVendor No Void Checks Check Amount
ABLHOS Able Hose & Rubber Inc 05/06/2021 0.00 102.70175343
APAGRO APACHE GROUP 05/06/2021 0.00 824.74175344
ARAMAR ARAMARK Refreshment Services, LLC 05/06/2021 0.00 498.00175345
BCATRA BCA 05/06/2021 0.00 90.00175346
BenKar Kara Benson 05/06/2021 0.00 201.36175347
BroSco Scott Broin 05/06/2021 0.00 1,743.19175348
CENENE CENTERPOINT ENERGY MINNEGASCO 05/06/2021 0.00 2,485.66175349
EmbMinn CENTURYLINK 05/06/2021 0.00 1,852.11175350
CONPLA Consolidated Plastics Company 05/06/2021 0.00 215.00175351
CooJef Jeff Cookle 05/06/2021 0.00 100.00175352
CORMAI CORE & MAIN LP 05/06/2021 0.00 66.40175353
CurFar Faraz Currimbhoy 05/06/2021 0.00 500.00175354
DulSal Dultmeier Sales LLC 05/06/2021 0.00 416.42175355
ferwat Ferguson Waterworks #2518 05/06/2021 0.00 1,105.99175356
GOOBRA GOODYEAR BRAD RAGAN TIRE 05/06/2021 0.00 2,239.24175357
hach Hach Company 05/06/2021 0.00 4,820.00175358
Horwit Horwitz, Inc 05/06/2021 0.00 810.23175359
IndSig Indigo Signs 05/06/2021 0.00 200.00175360
Loc49 IUOE Local #49 05/06/2021 0.00 735.00175361
MCKMED McKesson Medical-Surgical Inc 05/06/2021 0.00 618.92175362
NCPERS MN NCPERS LIFE INSURANCE 05/06/2021 0.00 112.00175363
NEWSIG NEWMAN SIGNS INC 05/06/2021 0.00 2,880.91175364
NOVSOL NOVEL SOLAR THREE, LLC 05/06/2021 0.00 12,508.33175365
PaiGea Painters Gear, Inc 05/06/2021 0.00 3,148.18175366
PerTho Thomas Perrone 05/06/2021 0.00 25.00175367
prehea Precision Heating and Cooling Inc 05/06/2021 0.00 17.50175368
RheTho Thomas & Tracy Rheineck 05/06/2021 0.00 250.00175369
StoWel Storms Welding & Mfg, Inc.05/06/2021 0.00 162.25175370
TenKyl Kyle Tennis 05/06/2021 0.00 500.00175371
TheHart The Hartford 05/06/2021 0.00 1,321.96175372
TimSav TimeSaver Off Site Secretarial, Inc 05/06/2021 0.00 633.00175373
TRIDIM TRI-DIM FILTER CORP 05/06/2021 0.00 1,088.65175374
TSGSer TSG Server & Storage, Inc 05/06/2021 0.00 2,700.00175375
VALRIC VALLEY-RICH CO INC 05/06/2021 0.00 4,443.50175376
UB*02193 @TITLE LLC 05/13/2021 0.00 7.42175377
UB*02199 ALL AMERICAN TITLE CO INC 05/13/2021 0.00 67.16175378
APWA AMERICAN PUBLIC WORKS ASSOC 05/13/2021 0.00 225.00175379
ARAMAR ARAMARK Refreshment Services, LLC 05/13/2021 0.00 70.50175380
UB*02188 ATTORNEYS TITLE GROUP 05/13/2021 0.00 11.83175381
BacEli Elijah Bach 05/13/2021 0.00 59.99175382
BCATRA BCA 05/13/2021 0.00 45.00175383
BONPLU BONFES PLUMBING & HEATING 05/13/2021 0.00 123.00175384
UB*02204 ROBERT BOYD 05/13/2021 0.00 101.81175385
BS&ASo BS & A Software 05/13/2021 0.00 1,380.00175386
CARTEC Carahsoft Technology Corporation 05/13/2021 0.00 1,725.00175387
CENENE CENTERPOINT ENERGY MINNEGASCO 05/13/2021 0.00 501.65175388
CenLin CenturyLink 05/13/2021 0.00 64.00175389
Page 1AP Checks by Date - Summary by Check Number (5/14/2021 10:29 AM)
Check No Check DateVendor NameVendor No Void Checks Check Amount
CUBFOO CUB FOODS 05/13/2021 0.00 131.72175390
UB*02192 KEITH AND KATHERINE DAHMS 05/13/2021 0.00 74.52175391
DLTSOL DLT SOLUTIONS INC 05/13/2021 0.00 2,664.71175392
UB*02194 EDGEWATER TITLE GROUP 05/13/2021 0.00 63.71175393
UB*02198 ESQUIRE TITLE SERVICE 05/13/2021 0.00 29.39175394
UB*02203 EXECUTIVE TITLE SERVICES 05/13/2021 0.00 5.21175395
ferwat Ferguson Waterworks #2518 05/13/2021 0.00 5,100.00175396
FolMic Michael Foltz 05/13/2021 0.00 100.00175397
HartCom Hartman Companies 05/13/2021 0.00 5,510.00175398
LamSon Lametti & Sons Inc 05/13/2021 0.00 144,974.27175399
UB*02197 LANDTITLE 05/13/2021 0.00 163.48175400
UB*02195 MICHAEL & CHRISTINE MATTHIAS 05/13/2021 0.00 72.70175401
MCFOA MCFOA 05/13/2021 0.00 70.00175402
MetHol Metronet Holdings, LLC 05/13/2021 0.00 60.41175403
METCO2 METROPOLITAN COUNCIL 05/13/2021 0.00 205,291.66175404
UB*02196 MINNESOTA TITLE 05/13/2021 0.00 275.81175405
MNCCC MN Counties Computer Cooperative 05/13/2021 0.00 250.00175406
UB*02200 MICHAEL MOORE 05/13/2021 0.00 8.40175407
NOVSOL NOVEL SOLAR THREE, LLC 05/13/2021 0.00 10,148.98175408
PILDRY PILGRIM DRY CLEANERS 05/13/2021 0.00 555.66175409
RAITRE RAINBOW TREE COMPANY 05/13/2021 0.00 640.00175410
UB*02205 KAMINI RAMARAJ 05/13/2021 0.00 15.46175411
UB*02190 RESULTS TITLE 05/13/2021 0.00 65.91175412
UB*02201 RESULTS TITLE 05/13/2021 0.00 46.63175413
UB*02202 RESULTS TITLE 05/13/2021 0.00 5.63175414
SOFHOU SOFTWARE HOUSE INTERNATIONAL 05/13/2021 0.00 3,810.33175415
SOUSUB Southwest Suburban Publishing 05/13/2021 0.00 569.13175416
SUMCOM Summit Companies 05/13/2021 0.00 30.72175417
UB*02191 SHELDON/RUTH TANG 05/13/2021 0.00 86.89175418
UB*02189 SUSAN TISCHER 05/13/2021 0.00 25.31175419
WastMana Waste Management of Minnesota, Inc 05/13/2021 0.00 1,469.93175420
Report Total (78 checks): 436,115.17 0.00
Page 2AP Checks by Date - Summary by Check Number (5/14/2021 10:29 AM)
Accounts Payable
Checks by Date - Summary by Check
User:dwashburn
Printed: 5/14/2021 10:30 AM
Check No Vendor No Vendor Name Check Date Void Checks Check Amount
ACH z-amazon Amazon 04/16/2021
0.00 7,189.42
ACH z-amepla American Planning Association 04/16/2021
0.00 599.00
ACH Z-AMEPUB American Public Works Association 04/16/2021
0.00 22.25
ACH z-apple Apple.com 04/16/2021
0.00 1.98
ACH z-carcou Carver County Environmental Center 04/16/2021
0.00 256.00
ACH Z-COMSIG ComplianceSigns.com 04/16/2021
0.00 22.02
ACH z-corfee Corporate Card Annual Fee 04/16/2021
0.00 36.00
ACH z-CroPla Crown Plastics 04/16/2021
0.00 248.00
ACH Z-CUBFOO Cub Foods 04/16/2021
0.00 5.34
ACH z-davann Davanni's 04/16/2021
0.00 166.77
ACH z-disrub Discountrubberstamps.com 04/16/2021
0.00 18.62
ACH z-DolTre Dollar Tree Stores Inc 04/16/2021
0.00 38.25
ACH Z-DOMINO Domino's Pizza 04/16/2021
0.00 71.47
ACH Z-FEDEX FedEx Office 04/16/2021
0.00 17.56
ACH z-FirPro Fire Protection Publications 04/16/2021
0.00 275.40
ACH z-GFOA Government Finance Officers Association 04/16/2021
0.00 225.00
ACH z-grain Grainger 04/16/2021
0.00 271.91
ACH Z-GRAELE Graybar Electric Co 04/16/2021
0.00 187.65
ACH Z-HACCOM Hach Company 04/16/2021
0.00 2,198.70
ACH Z-HALCOM Hallock Company 04/16/2021
0.00 168.84
ACH Z-HarHyd Harrison Hydra-Gen 04/16/2021
0.00 2,350.43
ACH Z-HarAut Hartfiel Automation 04/16/2021
0.00 513.55
ACH z-homdep Home Depot 04/16/2021
0.00 1,912.24
ACH z-JonBar Jones & Bartlett Learning 04/16/2021
0.00 361.24
ACH Z-MCMCAR McMaster-Carr 04/16/2021
0.00 44.88
ACH z-Mnero Minnesota Erosion Control 04/16/2021
0.00 65.00
ACH z-Mnsta Minnesota State Colleges and Universities 04/16/2021
0.00 425.00
ACH Z-MNPOLL MN Pollution Control Agency 04/16/2021
0.00 23.57
ACH z-NatMah National Mahjongg League 04/16/2021
0.00 100.00
ACH Z-NatReg National Registry Of EMT 04/16/2021
0.00 160.00
ACH Z-OFFMAX Office Max/Office Depot 04/16/2021
0.00 59.01
ACH z-paypal PayPal 04/16/2021
0.00 40.00
ACH z-piccen Pickleball Central 04/16/2021
0.00 91.91
ACH z-potbel Potbelly Sandwich Shop 04/16/2021
0.00 118.23
ACH z-RadEne Radiant Energy Systems, Inc 04/16/2021
0.00 2,678.94
ACH Z-REATRU RealTruck.com 04/16/2021
0.00 386.54
ACH z-revdan Revolution Dancewear 04/16/2021
0.00 708.40
ACH z-robfor RoboForm 04/16/2021
0.00 23.88
ACH z-shakto Shakopee Towing 04/16/2021
0.00 (9.22)
ACH z-sofhou Software House International 04/16/2021
0.00 645.94
ACH z-square Squarespace Inc 04/16/2021
0.00 20.00
ACH z-strat Stratoguard, LLC 04/16/2021
0.00 176.00
ACH z-target Target 04/16/2021
0.00 26.67
ACH z-tricro Triple Crown Products 04/16/2021
0.00 296.80
ACH Z-UPS United Parcel Service 04/16/2021
0.00 16.94
ACH z-USAFla United States Flags 04/16/2021
0.00 1,370.41
ACH Z-USreba US Bank Rebate 04/16/2021
0.00 (1,244.53)
Page 1 of 2
Check No Vendor No Vendor Name Check Date Void Checks Check Amount
ACH z-weissm WEISSMAN 04/16/2021
0.00 3,068.69
ACH z-whenIw When I work 04/16/2021
0.00 30.00
ACH z-WonTec Wonbo Technology Co. Ltd 04/16/2021
0.00 64.67
ACH z-zoom Zoom 04/16/2021
0.00 85.90
ACH AFLAC American Family Life Assurance Company of Columbus 05/06/2021
0.00 39.78
ACH carcou Carver County 05/06/2021
0.00 1,667.00
ACH CCPNIM CCP NI MASTER TENANT 4 LLC 05/06/2021
0.00 3,974.95
ACH CRYINF Crystal Infosystems LLC 05/06/2021
0.00 547.36
ACH engwat Engel Water Testing Inc 05/06/2021
0.00 500.00
ACH FASCOM FASTENAL COMPANY 05/06/2021
0.00 831.52
ACH GOPSTA GOPHER STATE ONE-CALL INC 05/06/2021
0.00 679.05
ACH HenPro Henning Professional Services, Inc 05/06/2021
0.00 198.45
ACH INDLAN Indoor Landscapes Inc 05/06/2021
0.00 187.00
ACH InnOff Innovative Office Solutions LLC 05/06/2021
0.00 1,402.93
ACH KIMHOR KIMLEY HORN AND ASSOCIATES INC 05/06/2021
0.00 15,496.64
ACH MVEC MN VALLEY ELECTRIC COOP 05/06/2021
0.00 6,066.84
ACH NAPA NAPA AUTO & TRUCK PARTS 05/06/2021
0.00 113.84
ACH NusEqu Nuss Truck & Equipment 05/06/2021
0.00 766.07
ACH OREAUT O'Reilly Automotive Inc 05/06/2021
0.00 263.33
ACH PinPro Pine Products Inc 05/06/2021
0.00 1,728.00
ACH ProTec Pro-Tec Design, Inc. 05/06/2021
0.00 420.00
ACH SRFCON SRF CONSULTING GROUP INC 05/06/2021
0.00 1,670.02
ACH SunLif Sun Life Financial 05/06/2021
0.00 1,570.73
ACH TBEI TBEI, Inc 05/06/2021
0.00 70.00
ACH ULTCON ULTIMATE CONTROLS ELECTRIC LLC 05/06/2021
0.00 2,680.00
ACH USABLU USA BLUE BOOK 05/06/2021
0.00 329.81
ACH VERIZO VERIZON WIRELESS 05/06/2021
0.00 5,591.70
ACH WMMUE WM MUELLER & SONS INC 05/06/2021
0.00 697.74
ACH WSB WSB & ASSOCIATES INC 05/06/2021
0.00 795.00
ACH XCEL XCEL ENERGY INC 05/06/2021
0.00 19,268.66
ACH ADAPES ADAM'S PEST CONTROL INC 05/13/2021
0.00 131.25
ACH CAMBAR CAMPION BARROW & ASSOCIATES 05/13/2021
0.00 1,100.00
ACH carcou Carver County 05/13/2021
0.00 15,842.25
ACH MausKerr Kerry Maus 05/13/2021
0.00 297.60
ACH MacEme Macqueen Emergency Group 05/13/2021
0.00 134.46
ACH Marco Marco Inc 05/13/2021
0.00 1,275.67
ACH MERACE MERLINS ACE HARDWARE 05/13/2021
0.00 2,334.54
ACH METCO Metropolitan Council, Env Svcs 05/13/2021
0.00 14,760.90
ACH MNLABO MN DEPT OF LABOR AND INDUSTRY 05/13/2021
0.00 6,729.43
ACH PotMN Potentia MN Solar 05/13/2021
0.00 15,771.69
ACH PREMRM PRECISE MRM LLC 05/13/2021
0.00 325.00
ACH RBMSER RBM SERVICES INC 05/13/2021
0.00 7,266.10
ACH TWISEE TWIN CITY SEED CO. 05/13/2021
0.00 428.50
ACH WMMUE WM MUELLER & SONS INC 05/13/2021
0.00 530.70
Report Total: 0.00 161,115.78
Page 2 of 2
Accounts Payable
Check Detail-Checks
User: dwashburn
Printed: 05/14/2021 - 10:36 AM
Name Check Da Account Description Amount
@TITLE LLC 05/13/2021 700-0000-2020 Refund Check 1.84
@TITLE LLC 05/13/2021 701-0000-2020 Refund Check 3.29
@TITLE LLC 05/13/2021 720-0000-2020 Refund Check 2.00
@TITLE LLC 05/13/2021 700-0000-2020 Refund Check 0.29
@TITLE LLC 7.42
Able Hose & Rubber Inc 05/06/2021 700-0000-4150 Materials 102.70
Able Hose & Rubber Inc 102.70
ALL AMERICAN TITLE CO INC 05/13/2021 700-0000-2020 Refund Check 0.99
ALL AMERICAN TITLE CO INC 05/13/2021 700-0000-2020 Refund Check 21.32
ALL AMERICAN TITLE CO INC 05/13/2021 701-0000-2020 Refund Check 37.92
ALL AMERICAN TITLE CO INC 05/13/2021 720-0000-2020 Refund Check 6.93
ALL AMERICAN TITLE CO INC 67.16
AMERICAN PUBLIC WORKS ASSOC 05/13/2021 101-1310-4360 Membership 225.00
AMERICAN PUBLIC WORKS ASSOC 225.00
APACHE GROUP 05/06/2021 101-1170-4110 Supplies 380.00
APACHE GROUP 05/06/2021 101-1170-4110 Supplies 272.82
APACHE GROUP 05/06/2021 101-1170-4110 Supplies 171.92
APACHE GROUP 824.74
ARAMARK Refreshment Services, LLC 05/06/2021 101-1170-4110 Coffee 498.00
ARAMARK Refreshment Services, LLC 05/13/2021 101-1170-4110 Office Supplies 70.50
ARAMARK Refreshment Services, LLC 568.50
ATTORNEYS TITLE GROUP 05/13/2021 700-0000-2020 Refund Check 5.82
ATTORNEYS TITLE GROUP 05/13/2021 701-0000-2020 Refund Check 1.00
ATTORNEYS TITLE GROUP 05/13/2021 720-0000-2020 Refund Check 4.39
ATTORNEYS TITLE GROUP 05/13/2021 700-0000-2020 Refund Check 0.62
ATTORNEYS TITLE GROUP 11.83
Bach Elijah 05/13/2021 101-1260-4240 Uniform Shirt - CSO 59.99
Bach Elijah 59.99
BCA 05/06/2021 101-1120-4300 Background Investigation 90.00
BCA 05/13/2021 101-1120-4300 Background Investigation 45.00
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 1 of 8
Name Check Da Account Description Amount
BCA 135.00
Benson Kara 05/06/2021 101-1250-3301 Permit 2020-02910 - Permit Cancel 201.36
Benson Kara 201.36
BONFES PLUMBING & HEATING 05/13/2021 101-1250-3305 Permit Refund - 940 Penamint Ct - Permit # P2021-02265 123.00
BONFES PLUMBING & HEATING 123.00
BOYD ROBERT 05/13/2021 720-0000-2020 Refund Check 7.66
BOYD ROBERT 05/13/2021 700-0000-2020 Refund Check 34.52
BOYD ROBERT 05/13/2021 701-0000-2020 Refund Check 58.43
BOYD ROBERT 05/13/2021 700-0000-2020 Refund Check 1.20
BOYD ROBERT 101.81
Broin Scott 05/06/2021 700-0000-4552 Watermain Break repairs 1,743.19
Broin Scott 1,743.19
BS & A Software 05/13/2021 101-1160-4300 BS&A Service Fee 1,380.00
BS & A Software 1,380.00
Carahsoft Technology Corporation 05/13/2021 101-1160-4370 Annual Renewal 1,725.00
Carahsoft Technology Corporation 1,725.00
CENTERPOINT ENERGY MINNEGASCO05/06/2021 700-7043-4320 Monthly Service 834.01
CENTERPOINT ENERGY MINNEGASCO05/06/2021 700-7019-4320 Monthly Service 293.18
CENTERPOINT ENERGY MINNEGASCO05/06/2021 101-1550-4320 Monthly Service 149.20
CENTERPOINT ENERGY MINNEGASCO05/06/2021 700-0000-4320 Monthly Service 22.74
CENTERPOINT ENERGY MINNEGASCO05/06/2021 101-1190-4320 Monthly Service 713.33
CENTERPOINT ENERGY MINNEGASCO05/06/2021 101-1170-4320 Monthly Service 473.20
CENTERPOINT ENERGY MINNEGASCO05/13/2021 701-0000-4320 Monthly Service 25.49
CENTERPOINT ENERGY MINNEGASCO05/13/2021 101-1600-4320 Monthly Service 22.06
CENTERPOINT ENERGY MINNEGASCO05/13/2021 101-1370-4320 Monthly Service 344.66
CENTERPOINT ENERGY MINNEGASCO05/13/2021 700-0000-4320 Monthly Service 43.09
CENTERPOINT ENERGY MINNEGASCO05/13/2021 701-0000-4320 Monthly Service 43.08
CENTERPOINT ENERGY MINNEGASCO05/13/2021 605-6502-4300 Monthly Service 23.27
CENTERPOINT ENERGY MINNEGASCO 2,987.31
CenturyLink 05/13/2021 700-0000-4310 Monthly Service 32.00
CenturyLink 05/13/2021 701-0000-4310 Monthly Service 32.00
CENTURYLINK 05/06/2021 101-1190-4310 Monthly Service 127.20
CENTURYLINK 05/06/2021 101-1540-4310 Monthly Service 95.40
CENTURYLINK 05/06/2021 101-1170-4310 Monthly Service 857.26
CENTURYLINK 05/06/2021 700-0000-4310 Monthly Service 6.36
CENTURYLINK 05/06/2021 701-0000-4310 Monthly Service 6.36
CENTURYLINK 05/06/2021 101-1550-4310 Monthly Service 30.04
CENTURYLINK 05/06/2021 101-1350-4310 Monthly Service 30.04
CENTURYLINK 05/06/2021 101-1220-4310 Monthly Service 33.04
CENTURYLINK 05/06/2021 101-1370-4310 Monthly Service 50.88
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 2 of 8
Name Check Da Account Description Amount
CENTURYLINK 05/06/2021 101-1160-4320 Monthly Service 125.00
CENTURYLINK 05/06/2021 700-0000-4310 Monthly Service 15.13
CENTURYLINK 05/06/2021 700-7019-4310 Monthly Service 210.28
CENTURYLINK 05/06/2021 701-0000-4310 Monthly Service 15.12
CENTURYLINK 05/06/2021 101-1160-4320 Monthly Service 250.00
CENTURYLINK 1,916.11
Consolidated Plastics Company 05/06/2021 101-1250-4130 Supplies 215.00
Consolidated Plastics Company 215.00
Cookle Jeff 05/06/2021 720-7204-4901 Waterwise rebate 100.00
Cookle Jeff 100.00
CORE & MAIN LP 05/06/2021 700-0000-4550 Materials 66.40
CORE & MAIN LP 66.40
CUB FOODS 05/13/2021 101-1220-4290 Supplies 55.67
CUB FOODS 05/13/2021 101-1220-4350 Cleaning Supplies 76.05
CUB FOODS 131.72
Currimbhoy Faraz 05/06/2021 101-1531-3631 Refund for rental 500.00
Currimbhoy Faraz 500.00
DAHMS KEITH AND KATHERINE 05/13/2021 720-0000-2020 Refund Check 6.81
DAHMS KEITH AND KATHERINE 05/13/2021 700-0000-2020 Refund Check 3.74
DAHMS KEITH AND KATHERINE 05/13/2021 700-0000-2020 Refund Check 25.56
DAHMS KEITH AND KATHERINE 05/13/2021 701-0000-2020 Refund Check 38.41
DAHMS KEITH AND KATHERINE 74.52
DLT SOLUTIONS INC 05/13/2021 101-1160-4220 Rapid Recovery Software - Renewal 2,664.71
DLT SOLUTIONS INC 2,664.71
Dultmeier Sales LLC 05/06/2021 101-1550-4120 Supplies 416.42
Dultmeier Sales LLC 416.42
EDGEWATER TITLE GROUP 05/13/2021 700-0000-2020 Refund Check 19.82
EDGEWATER TITLE GROUP 05/13/2021 701-0000-2020 Refund Check 35.12
EDGEWATER TITLE GROUP 05/13/2021 720-0000-2020 Refund Check 7.68
EDGEWATER TITLE GROUP 05/13/2021 700-0000-2020 Refund Check 1.09
EDGEWATER TITLE GROUP 63.71
ESQUIRE TITLE SERVICE 05/13/2021 700-0000-2020 Refund Check 8.50
ESQUIRE TITLE SERVICE 05/13/2021 701-0000-2020 Refund Check 14.20
ESQUIRE TITLE SERVICE 05/13/2021 720-0000-2020 Refund Check 5.86
ESQUIRE TITLE SERVICE 05/13/2021 700-0000-2020 Refund Check 0.83
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 3 of 8
Name Check Da Account Description Amount
ESQUIRE TITLE SERVICE 29.39
EXECUTIVE TITLE SERVICES 05/13/2021 701-0000-2020 Refund Check 5.07
EXECUTIVE TITLE SERVICES 05/13/2021 720-0000-2020 Refund Check 0.14
EXECUTIVE TITLE SERVICES 5.21
Ferguson Waterworks #2518 05/06/2021 701-0000-4150 Materials 758.31
Ferguson Waterworks #2518 05/06/2021 700-0000-4550 Materials 138.48
Ferguson Waterworks #2518 05/06/2021 701-0000-4551 Materials 209.20
Ferguson Waterworks #2518 05/13/2021 700-0000-4250 Meters 5,100.00
Ferguson Waterworks #2518 6,205.99
Foltz Michael 05/13/2021 720-7204-4901 Waterwise Rebate 100.00
Foltz Michael 100.00
GOODYEAR BRAD RAGAN TIRE 05/06/2021 101-1220-4140 Supplies 2,239.24
GOODYEAR BRAD RAGAN TIRE 2,239.24
Hach Company 05/06/2021 700-7043-4530 Materials 4,820.00
Hach Company 4,820.00
Hartman Companies 05/13/2021 720-7202-4130 2021 Arbor Day Trees 5,510.00
Hartman Companies 5,510.00
Horwitz, Inc 05/06/2021 101-1220-4510 Service Work 810.23
Horwitz, Inc 810.23
Indigo Signs 05/06/2021 101-1530-4130 Interior Wall Signs 200.00
Indigo Signs 200.00
IUOE Local #49 05/06/2021 101-0000-2004 PR Batch 00407.05.2021 Local 49 dues 448.30
IUOE Local #49 05/06/2021 700-0000-2004 PR Batch 00407.05.2021 Local 49 dues 242.44
IUOE Local #49 05/06/2021 701-0000-2004 PR Batch 00407.05.2021 Local 49 dues 44.26
IUOE Local #49 735.00
Lametti & Sons Inc 05/13/2021 601-6043-4751 Minnewashta Parkway Rehab 144,974.27
Lametti & Sons Inc 144,974.27
LANDTITLE 05/13/2021 700-0000-2020 Refund Check 49.86
LANDTITLE 05/13/2021 701-0000-2020 Refund Check 87.23
LANDTITLE 05/13/2021 720-0000-2020 Refund Check 23.10
LANDTITLE 05/13/2021 700-0000-2020 Refund Check 3.29
LANDTITLE 163.48
MATTHIAS MICHAEL & CHRISTINE 05/13/2021 700-0000-2020 Refund Check 22.08
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 4 of 8
Name Check Da Account Description Amount
MATTHIAS MICHAEL & CHRISTINE 05/13/2021 701-0000-2020 Refund Check 39.47
MATTHIAS MICHAEL & CHRISTINE 05/13/2021 720-0000-2020 Refund Check 9.76
MATTHIAS MICHAEL & CHRISTINE 05/13/2021 700-0000-2020 Refund Check 1.39
MATTHIAS MICHAEL & CHRISTINE 72.70
MCFOA 05/13/2021 101-1120-4360 Membership - Kim Meuwissen 70.00
MCFOA 70.00
McKesson Medical-Surgical Inc 05/06/2021 101-1220-4130 Supplies 495.42
McKesson Medical-Surgical Inc 05/06/2021 101-1220-4130 Supplies 123.50
McKesson Medical-Surgical Inc 618.92
Metronet Holdings, LLC 05/13/2021 700-7043-4310 Monthly Service 60.41
Metronet Holdings, LLC 60.41
METROPOLITAN COUNCIL 05/13/2021 701-0000-4509 Waste Water 205,291.66
METROPOLITAN COUNCIL 205,291.66
MINNESOTA TITLE 05/13/2021 720-0000-2020 Refund Check 51.36
MINNESOTA TITLE 05/13/2021 700-0000-2020 Refund Check 7.32
MINNESOTA TITLE 05/13/2021 700-0000-2020 Refund Check 84.48
MINNESOTA TITLE 05/13/2021 701-0000-2020 Refund Check 132.65
MINNESOTA TITLE 275.81
MN Counties Computer Cooperative 05/13/2021 101-1160-4370 Tuition 250.00
MN Counties Computer Cooperative 250.00
MN NCPERS LIFE INSURANCE 05/06/2021 101-0000-2011 PR Batch 00407.05.2021 NCPERS-Life Insurance 78.40
MN NCPERS LIFE INSURANCE 05/06/2021 210-0000-2011 PR Batch 00407.05.2021 NCPERS-Life Insurance 3.98
MN NCPERS LIFE INSURANCE 05/06/2021 700-0000-2011 PR Batch 00407.05.2021 NCPERS-Life Insurance 13.58
MN NCPERS LIFE INSURANCE 05/06/2021 701-0000-2011 PR Batch 00407.05.2021 NCPERS-Life Insurance 13.62
MN NCPERS LIFE INSURANCE 05/06/2021 720-0000-2011 PR Batch 00407.05.2021 NCPERS-Life Insurance 2.42
MN NCPERS LIFE INSURANCE 112.00
MOORE MICHAEL 05/13/2021 720-0000-2020 Refund Check 5.24
MOORE MICHAEL 05/13/2021 700-0000-2020 Refund Check 1.46
MOORE MICHAEL 05/13/2021 701-0000-2020 Refund Check 0.95
MOORE MICHAEL 05/13/2021 700-0000-2020 Refund Check 0.75
MOORE MICHAEL 8.40
NEWMAN SIGNS INC 05/06/2021 101-1320-4560 Signs 2,880.91
NEWMAN SIGNS INC 2,880.91
NOVEL SOLAR THREE, LLC 05/06/2021 101-1350-4320 Monthly Utilities 71.73
NOVEL SOLAR THREE, LLC 05/06/2021 700-0000-4320 Monthly Utilities 2,943.13
NOVEL SOLAR THREE, LLC 05/06/2021 701-0000-4320 Monthly Utilities 1,506.33
NOVEL SOLAR THREE, LLC 05/06/2021 101-1350-4320 Monthly Service 127.18
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 5 of 8
Name Check Da Account Description Amount
NOVEL SOLAR THREE, LLC 05/06/2021 700-0000-4320 Monthly Service 5,151.12
NOVEL SOLAR THREE, LLC 05/06/2021 701-0000-4320 Monthly Service 2,708.84
NOVEL SOLAR THREE, LLC 05/13/2021 101-1350-4320 Utilities 161.10
NOVEL SOLAR THREE, LLC 05/13/2021 700-0000-4320 Utilities 6,525.88
NOVEL SOLAR THREE, LLC 05/13/2021 701-0000-4320 Utilities 3,462.00
NOVEL SOLAR THREE, LLC 22,657.31
Painters Gear, Inc 05/06/2021 700-0000-4550 Materials 3,148.18
Painters Gear, Inc 3,148.18
Perrone Thomas 05/06/2021 720-7202-3640 Community Garden Plot Refund 25.00
Perrone Thomas 25.00
PILGRIM DRY CLEANERS 05/13/2021 101-1220-4300 Laundry Service 555.66
PILGRIM DRY CLEANERS 555.66
Precision Heating and Cooling Inc 05/06/2021 101-0000-2033 Overpayment - Permit #P2021-02226 17.50
Precision Heating and Cooling Inc 17.50
RAINBOW TREE COMPANY 05/13/2021 720-7202-4300 Rec Center Crab Spray 640.00
RAINBOW TREE COMPANY 640.00
RAMARAJ KAMINI 05/13/2021 700-0000-2020 Refund Check 10.81
RAMARAJ KAMINI 05/13/2021 701-0000-2020 Refund Check 4.65
RAMARAJ KAMINI 15.46
RESULTS TITLE 05/13/2021 700-0000-2020 Refund Check 20.20
RESULTS TITLE 05/13/2021 701-0000-2020 Refund Check 34.48
RESULTS TITLE 05/13/2021 720-0000-2020 Refund Check 9.83
RESULTS TITLE 05/13/2021 700-0000-2020 Refund Check 1.40
RESULTS TITLE 05/13/2021 700-0000-2020 Refund Check 15.08
RESULTS TITLE 05/13/2021 701-0000-2020 Refund Check 18.60
RESULTS TITLE 05/13/2021 720-0000-2020 Refund Check 11.33
RESULTS TITLE 05/13/2021 700-0000-2020 Refund Check 1.62
RESULTS TITLE 05/13/2021 700-0000-2020 Refund Check 2.26
RESULTS TITLE 05/13/2021 701-0000-2020 Refund Check 2.80
RESULTS TITLE 05/13/2021 720-0000-2020 Refund Check 0.33
RESULTS TITLE 05/13/2021 700-0000-2020 Refund Check 0.24
RESULTS TITLE 118.17
Rheineck Thomas & Tracy 05/06/2021 101-0000-2073 Permit #2020-03123 - 788 Lake Point Drive 250.00
Rheineck Thomas & Tracy 250.00
SOFTWARE HOUSE INTERNATIONAL 05/13/2021 400-4117-4703 Bluebeam Revu 3,810.33
SOFTWARE HOUSE INTERNATIONAL 3,810.33
Southwest Suburban Publishing 05/13/2021 101-1110-4340 Publishing 88.38
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 6 of 8
Name Check Da Account Description Amount
Southwest Suburban Publishing 05/13/2021 101-1310-4340 Publishing 127.26
Southwest Suburban Publishing 05/13/2021 101-1410-4340 Publishing 148.48
Southwest Suburban Publishing 05/13/2021 210-0000-4340 Publishing 205.01
Southwest Suburban Publishing 569.13
Storms Welding & Mfg, Inc.05/06/2021 101-1550-4120 Supplies 162.25
Storms Welding & Mfg, Inc. 162.25
Summit Companies 05/13/2021 101-0000-2033 Overpayment - Permit #P2021-02252 - 8971 Crossroads Blvd Shell 30.72
Summit Companies 30.72
TANG SHELDON/RUTH 05/13/2021 700-0000-2020 Refund Check 24.50
TANG SHELDON/RUTH 05/13/2021 701-0000-2020 Refund Check 56.74
TANG SHELDON/RUTH 05/13/2021 720-0000-2020 Refund Check 4.92
TANG SHELDON/RUTH 05/13/2021 700-0000-2020 Refund Check 0.73
TANG SHELDON/RUTH 86.89
Tennis Kyle 05/06/2021 101-1613-4300 Band Performance Deposit 500.00
Tennis Kyle 500.00
The Hartford 05/06/2021 101-1120-4045 LTD May 84.63
The Hartford 05/06/2021 101-1130-4045 LTD May 58.67
The Hartford 05/06/2021 101-1160-4045 LTD May 34.45
The Hartford 05/06/2021 101-1250-4045 LTD May 130.35
The Hartford 05/06/2021 101-1310-4045 LTD May 92.19
The Hartford 05/06/2021 101-1320-4045 LTD May 172.33
The Hartford 05/06/2021 101-1370-4045 LTD May 56.67
The Hartford 05/06/2021 101-1520-4045 LTD May 41.61
The Hartford 05/06/2021 101-1530-4045 LTD May 17.69
The Hartford 05/06/2021 101-1560-4045 LTD May 14.76
The Hartford 05/06/2021 101-1600-4045 LTD May 23.52
The Hartford 05/06/2021 101-1700-4045 LTD May 2.61
The Hartford 05/06/2021 101-1550-4045 LTD May 124.86
The Hartford 05/06/2021 101-1420-4045 LTD May 98.20
The Hartford 05/06/2021 101-1430-4045 LTD May 5.88
The Hartford 05/06/2021 210-0000-4045 LTD May 5.49
The Hartford 05/06/2021 720-7201-4045 LTD May 6.94
The Hartford 05/06/2021 720-7202-4045 LTD May 6.94
The Hartford 05/06/2021 101-1220-4045 LTD May 65.23
The Hartford 05/06/2021 701-0000-4045 LTD May 98.65
The Hartford 05/06/2021 700-0000-4045 LTD May 129.23
The Hartford 05/06/2021 720-0000-4045 LTD May 51.06
The Hartford 1,321.96
TimeSaver Off Site Secretarial, Inc 05/06/2021 210-0000-4300 Professional Services 633.00
TimeSaver Off Site Secretarial, Inc 633.00
TISCHER SUSAN 05/13/2021 700-0000-2020 Refund Check 7.76
TISCHER SUSAN 05/13/2021 701-0000-2020 Refund Check 13.24
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 7 of 8
Name Check Da Account Description Amount
TISCHER SUSAN 05/13/2021 720-0000-2020 Refund Check 3.77
TISCHER SUSAN 05/13/2021 700-0000-2020 Refund Check 0.54
TISCHER SUSAN 25.31
TRI-DIM FILTER CORP 05/06/2021 101-1190-4510 Materials 73.00
TRI-DIM FILTER CORP 05/06/2021 101-1190-4510 Materials 1,015.65
TRI-DIM FILTER CORP 1,088.65
TSG Server & Storage, Inc 05/06/2021 400-4126-4703 Veeam 11 Backup Software License 2,700.00
TSG Server & Storage, Inc 2,700.00
VALLEY-RICH CO INC 05/06/2021 700-0000-4552 Equipment 4,443.50
VALLEY-RICH CO INC 4,443.50
Waste Management of Minnesota, Inc 05/13/2021 101-1220-4350 Monthly Service 30.38
Waste Management of Minnesota, Inc 05/13/2021 101-1190-4350 Monthly Service 240.59
Waste Management of Minnesota, Inc 05/13/2021 101-1220-4350 Monthly Service 77.97
Waste Management of Minnesota, Inc 05/13/2021 101-1220-4350 Monthly Service 245.66
Waste Management of Minnesota, Inc 05/13/2021 101-1550-4350 Monthly Service 653.49
Waste Management of Minnesota, Inc 05/13/2021 101-1370-4350 Monthly Service 177.48
Waste Management of Minnesota, Inc 05/13/2021 700-0000-4350 Monthly Service 22.18
Waste Management of Minnesota, Inc 05/13/2021 701-0000-4350 Monthly Service 22.18
Waste Management of Minnesota, Inc 1,469.93
436,115.17
Accounts Payable - Check Detail-Checks (05/14/2021 - 10:36 AM)Page 8 of 8
Accounts Payable
Check Detail-ACH
User: dwashburn
Printed: 05/14/2021 - 10:36 AM
Name Check D Account Description Amount
ADAM'S PEST CONTROL INC 05/13/2021 101-1170-4300 Prevention Plus 131.25
ADAM'S PEST CONTROL INC 131.25
Amazon 04/16/2021 700-0000-4150 Vinyl Lettering 84.04
Amazon 04/16/2021 101-1530-4150 Water Cups 46.47
Amazon 04/16/2021 101-1160-4300 Access Fee Sewer Televising Files on AWS 1.23
Amazon 04/16/2021 400-4126-4703 Fiber Patch Cables Tower 3 53.66
Amazon 04/16/2021 400-4126-4703 Dual monitors for Laurie 338.38
Amazon 04/16/2021 101-1170-4110 Office supplies plates napkins 113.29
Amazon 04/16/2021 101-1170-4110 Office supplies name plate 11.79
Amazon 04/16/2021 101-1170-4110 Office supplies name plates 205.41
Amazon 04/16/2021 101-1170-4120 CSO dog bowls 25.44
Amazon 04/16/2021 101-1170-4110 office supplies coffee cups 63.44
Amazon 04/16/2021 101-1170-4110 office supplies lysol wipes 39.87
Amazon 04/16/2021 101-1170-4110 coffee creamer 18.40
Amazon 04/16/2021 101-1170-4110 coffee creamer sugar 24.33
Amazon 04/16/2021 101-1260-4120 CSO medical supplies 45.97
Amazon 04/16/2021 101-1170-4110 coffee creamer sugar 44.52
Amazon 04/16/2021 400-4126-4703 Surface book for Kelly 2,348.99
Amazon 04/16/2021 400-4126-4703 Mini DP to HDMI cables for surface docking stations 36.06
Amazon 04/16/2021 101-1160-4530 Replacement TV Admin area 218.00
Amazon 04/16/2021 400-4126-4703 Surface dock Pen Laurie 238.71
Amazon 04/16/2021 400-4126-4703 Spare surface docking station 171.35
Amazon 04/16/2021 101-1160-4530 USB C to HDMI Cables 31.98
Amazon 04/16/2021 400-4126-4703 surface book Matt K 2,399.00
Amazon 04/16/2021 400-4126-4703 surface pen Matt K 77.99
Amazon 04/16/2021 101-1130-4300 Amazon Prime Membership 499.00
Amazon 04/16/2021 101-1170-4110 Office supplies cork board engineering 52.10
Amazon 7,189.42
American Family Life Assurance Company of Columbus05/06/2021 101-0000-2008 April Insurance 39.78
American Family Life Assurance Company of Columbus 39.78
American Planning Association 04/16/2021 101-1420-4370 American Planning Association Membership 599.00
American Planning Association 599.00
American Public Works Association 04/16/2021 701-0000-4150 National Public Works Poster 22.25
American Public Works Association 22.25
Apple.com 04/16/2021 700-0000-4310 iCloud Storage 0.99
Apple.com 04/16/2021 101-1220-4310 Storage 0.99
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 1 of 10
Name Check D Account Description Amount
Apple.com 1.98
CAMPION BARROW & ASSOCIATES 05/13/2021 101-1220-4300 Testing 1,100.00
CAMPION BARROW & ASSOCIATES 1,100.00
Carver County 05/06/2021 101-1260-4300 Laptop Rental 1,667.00
Carver County 05/13/2021 400-0000-4752 Pictometry Cost 1,291.67
Carver County 05/13/2021 101-1160-4320 CarverLink Internet 575.00
Carver County 05/13/2021 700-7043-4320 Carver Fiber 500.00
Carver County 05/13/2021 400-4117-4703 ESRI ELA 13,475.58
Carver County 17,509.25
Carver County Environmental Center 04/16/2021 720-7201-4300 Recycled electronics 256.00
Carver County Environmental Center 256.00
CCP NI MASTER TENANT 4 LLC 05/06/2021 101-1220-4320 March 2021 66.77
CCP NI MASTER TENANT 4 LLC 05/06/2021 101-1350-4320 March 2021 1,744.06
CCP NI MASTER TENANT 4 LLC 05/06/2021 101-1540-4320 March 2021 195.88
CCP NI MASTER TENANT 4 LLC 05/06/2021 101-1550-4320 March 2021 208.14
CCP NI MASTER TENANT 4 LLC 05/06/2021 101-1600-4320 March 2021 15.99
CCP NI MASTER TENANT 4 LLC 05/06/2021 700-0000-4320 March 2021 60.55
CCP NI MASTER TENANT 4 LLC 05/06/2021 700-7019-4320 March 2021 973.72
CCP NI MASTER TENANT 4 LLC 05/06/2021 701-0000-4320 March 2021 709.84
CCP NI MASTER TENANT 4 LLC 3,974.95
ComplianceSigns.com 04/16/2021 700-7019-4150 Signs 22.02
ComplianceSigns.com 22.02
Corporate Card Annual Fee 04/16/2021 101-1130-4300 Annual Fee 12.00
Corporate Card Annual Fee 04/16/2021 101-1130-4300 Annual Fee - Mike Wegner 12.00
Corporate Card Annual Fee 04/16/2021 101-1130-4300 Annual Fee 12.00
Corporate Card Annual Fee 36.00
Crown Plastics 04/16/2021 101-1550-4300 Acrylic Sheet 248.00
Crown Plastics 248.00
Crystal Infosystems LLC 05/06/2021 101-1170-4110 Toner 225.06
Crystal Infosystems LLC 05/06/2021 101-1170-4110 Toner 322.30
Crystal Infosystems LLC 547.36
Cub Foods 04/16/2021 700-7043-4150 Distilled Water 5.34
Cub Foods 5.34
Davanni's 04/16/2021 101-1110-4370 Strategic planning food 166.77
Davanni's 166.77
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 2 of 10
Name Check D Account Description Amount
Discountrubberstamps.com 04/16/2021 101-1170-4110 Office supplies ink stamp 18.62
Discountrubberstamps.com 18.62
Dollar Tree Stores Inc 04/16/2021 101-1560-4130 P&R Blarney Stone Hunt gift bag items 18.90
Dollar Tree Stores Inc 04/16/2021 101-1560-4300 St Pats Party decor and candy 19.35
Dollar Tree Stores Inc 38.25
Domino's Pizza 04/16/2021 700-0000-4370 Pizza 71.47
Domino's Pizza 71.47
Engel Water Testing Inc 05/06/2021 700-0000-4300 Water Samples 500.00
Engel Water Testing Inc 500.00
FASTENAL COMPANY 05/06/2021 701-0000-4150 Materials 184.30
FASTENAL COMPANY 05/06/2021 701-0000-4240 Safety Equipment 495.05
FASTENAL COMPANY 05/06/2021 101-1370-4120 Supplies 67.17
FASTENAL COMPANY 05/06/2021 101-1550-4120 Supplies 85.00
FASTENAL COMPANY 831.52
FedEx Office 04/16/2021 700-0000-4330 Postage for Return to Hach Company 17.56
FedEx Office 17.56
Fire Protection Publications 04/16/2021 101-1220-4370 Materials for FAO class 3 books 3 practice test books Tokarczyk 275.40
Fire Protection Publications 275.40
GOPHER STATE ONE-CALL INC 05/06/2021 400-0000-4300 Service Calls 679.05
GOPHER STATE ONE-CALL INC 679.05
Government Finance Officers Association 04/16/2021 101-1130-4360 GFOA Membership 225.00
Government Finance Officers Association 225.00
Grainger 04/16/2021 701-0000-4551 Materials 271.91
Grainger 271.91
Graybar Electric Co 04/16/2021 701-0000-4150 Materials 187.65
Graybar Electric Co 187.65
Hach Company 04/16/2021 700-7043-4150 Materials - Return -330.00
Hach Company 04/16/2021 700-7019-4150 Materials 1,589.39
Hach Company 04/16/2021 700-7043-4150 Chemicals 364.15
Hach Company 04/16/2021 700-7043-4150 Materials 330.00
Hach Company 04/16/2021 700-7019-4150 Materials 245.16
Hach Company 2,198.70
Hallock Company 04/16/2021 701-0000-4551 Voltage Monitor 82.97
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 3 of 10
Name Check D Account Description Amount
Hallock Company 04/16/2021 701-0000-4551 Voltage Monitor, Relay Plug 85.87
Hallock Company 168.84
Harrison Hydra-Gen 04/16/2021 101-1220-4120 Supplies 2,350.43
Harrison Hydra-Gen 2,350.43
Hartfiel Automation 04/16/2021 101-1550-4120 MAC Valves 259.06
Hartfiel Automation 04/16/2021 101-1550-4120 Supplies 254.49
Hartfiel Automation 513.55
Henning Professional Services, Inc 05/06/2021 605-6502-4300 TH101 Project 198.45
Henning Professional Services, Inc 198.45
Home Depot 04/16/2021 101-1550-4120 Reflectors for Lake Ann Fishing Pier 31.83
Home Depot 04/16/2021 700-0000-4150 materials 9.20
Home Depot 04/16/2021 700-0000-4150 Hepa Kit, Morton Salt 153.46
Home Depot 04/16/2021 701-0000-4150 Electrical Tape, Cable Tie 37.99
Home Depot 04/16/2021 700-7043-4150 Materials 130.78
Home Depot 04/16/2021 700-0000-4550 Materials 423.70
Home Depot 04/16/2021 700-0000-4260 Wet/Dry vac 213.97
Home Depot 04/16/2021 700-7019-4150 Door Floor Cabinet 74.17
Home Depot 04/16/2021 700-0000-4150 Tubing 64.41
Home Depot 04/16/2021 700-0000-4150 Utility Fan Heater 107.31
Home Depot 04/16/2021 701-0000-4150 Materials 33.71
Home Depot 04/16/2021 701-0000-4150 Anchor Kit, Bolt, Lag Shield 20.83
Home Depot 04/16/2021 101-1220-4290 Turn Out Gear Dryer Parts 610.88
Home Depot 1,912.24
Indoor Landscapes Inc 05/06/2021 101-1170-4300 May Plant Service 187.00
Indoor Landscapes Inc 187.00
Innovative Office Solutions LLC 05/06/2021 101-1170-4110 Office Supplies 147.93
Innovative Office Solutions LLC 05/06/2021 400-0000-4703 Office Furniture 830.00
Innovative Office Solutions LLC 05/06/2021 400-0000-4703 Office Furniture 425.00
Innovative Office Solutions LLC 1,402.93
Jones & Bartlett Learning 04/16/2021 101-1220-4370 Materials for Fire Officer II Books for Eastman Weidman Rindahl 361.24
Jones & Bartlett Learning 361.24
KIMLEY HORN AND ASSOCIATES INC 05/06/2021 601-6043-4300 Minnewashta Parkway 5,742.54
KIMLEY HORN AND ASSOCIATES INC 05/06/2021 601-6047-4300 2020 Pavement Rehab 9,754.10
KIMLEY HORN AND ASSOCIATES INC 15,496.64
Macqueen Emergency Group 05/13/2021 101-1220-4530 Regulator 134.46
Macqueen Emergency Group 05/13/2021 101-1220-4120 Transmitter 412.78
Macqueen Emergency Group 05/13/2021 101-1220-4120 Transmitter - Return -412.78
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 4 of 10
Name Check D Account Description Amount
Macqueen Emergency Group 134.46
Marco Inc 05/13/2021 101-1170-4410 Printer Rental 945.04
Marco Inc 05/13/2021 700-0000-4410 Printer Rental 132.25
Marco Inc 05/13/2021 701-0000-4410 Printer Rental 132.25
Marco Inc 05/13/2021 720-0000-4410 Printer Rental 66.13
Marco Inc 1,275.67
Maus Kerry 05/13/2021 101-1539-4300 Line Dancing 297.60
Maus Kerry 297.60
McMaster-Carr 04/16/2021 700-0000-4550 Pressure Relief Valve 44.88
McMaster-Carr 44.88
MERLINS ACE HARDWARE 05/13/2021 101-1220-4290 Supplies 186.24
MERLINS ACE HARDWARE 05/13/2021 101-1220-4510 Materials 26.98
MERLINS ACE HARDWARE 05/13/2021 101-1310-4140 Supplies 6.29
MERLINS ACE HARDWARE 05/13/2021 101-1320-4140 Supplies 14.38
MERLINS ACE HARDWARE 05/13/2021 101-1320-4150 Materials 60.02
MERLINS ACE HARDWARE 05/13/2021 101-1550-4120 Supplies 1,812.22
MERLINS ACE HARDWARE 05/13/2021 101-1550-4260 Tools 76.85
MERLINS ACE HARDWARE 05/13/2021 700-7019-4150 Materials 64.33
MERLINS ACE HARDWARE 05/13/2021 700-7043-4150 Materials 69.97
MERLINS ACE HARDWARE 05/13/2021 701-0000-4150 Materials 17.26
MERLINS ACE HARDWARE 2,334.54
Metropolitan Council, Env Svcs 05/13/2021 101-1250-3816 April SAC -149.10
Metropolitan Council, Env Svcs 05/13/2021 701-0000-2023 April SAC 14,910.00
Metropolitan Council, Env Svcs 14,760.90
Minnesota Erosion Control 04/16/2021 720-0000-4370 Registration fee for a MS4 webinar 65.00
Minnesota Erosion Control 65.00
Minnesota State Colleges and Universities 04/16/2021 101-1220-4370 Fire Inspector I 425.00
Minnesota State Colleges and Universities 425.00
MN DEPT OF LABOR AND INDUSTRY 05/13/2021 101-1250-3818 Monthly Permit Surcharge Report 6,866.96
MN DEPT OF LABOR AND INDUSTRY 05/13/2021 101-0000-2022 Monthly Permit Surcharge Report -137.53
MN DEPT OF LABOR AND INDUSTRY 6,729.43
MN Pollution Control Agency 04/16/2021 701-0000-4370 Training and certification - Mike Wegner 23.00
MN Pollution Control Agency 04/16/2021 701-0000-4370 Training and certification - Mike Wegner 0.57
MN Pollution Control Agency 23.57
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 4,929.92
MN VALLEY ELECTRIC COOP 05/06/2021 101-1600-4320 Monthly Service 32.35
MN VALLEY ELECTRIC COOP 05/06/2021 700-0000-4320 Monthly Service 138.98
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 5 of 10
Name Check D Account Description Amount
MN VALLEY ELECTRIC COOP 05/06/2021 701-0000-4320 Monthly Service 449.87
MN VALLEY ELECTRIC COOP 05/06/2021 605-6502-4300 Monthly Service 42.91
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 168.11
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 27.93
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 32.06
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 79.33
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 37.36
MN VALLEY ELECTRIC COOP 05/06/2021 101-1350-4320 Monthly Service 128.02
MN VALLEY ELECTRIC COOP 6,066.84
NAPA AUTO & TRUCK PARTS 05/06/2021 101-1220-4140 Supplies 113.84
NAPA AUTO & TRUCK PARTS 113.84
National Mahjongg League 04/16/2021 101-1560-4130 Mah Jongg Class supplies 100.00
National Mahjongg League 100.00
National Registry Of EMT 04/16/2021 101-1220-4300 8 vouchers purchased for EMT renewal for 8 firefighters 160.00
National Registry Of EMT 160.00
Nuss Truck & Equipment 05/06/2021 101-1320-4140 Supplies 601.30
Nuss Truck & Equipment 05/06/2021 101-1320-4140 Supplies 164.77
Nuss Truck & Equipment 766.07
Office Max/Office Depot 04/16/2021 700-0000-4150 Frame 27.90
Office Max/Office Depot 04/16/2021 700-0000-4150 Lables 31.11
Office Max/Office Depot 59.01
O'Reilly Automotive Inc 05/06/2021 700-0000-4140 Supplies 79.29
O'Reilly Automotive Inc 05/06/2021 101-1320-4140 Supplies 40.76
O'Reilly Automotive Inc 05/06/2021 101-1550-4120 Supplies - Return -9.80
O'Reilly Automotive Inc 05/06/2021 101-1320-4120 Supplies 37.00
O'Reilly Automotive Inc 05/06/2021 101-1320-4140 Supplies 116.08
O'Reilly Automotive Inc 263.33
PayPal 04/16/2021 101-1220-4360 Assoc dues for 2021 40.00
PayPal 40.00
Pickleball Central 04/16/2021 101-1530-4120 Pickleball Nets 91.91
Pickleball Central 91.91
Pine Products Inc 05/06/2021 101-1550-4150 Mulch 1,152.00
Pine Products Inc 05/06/2021 101-1550-4150 Mulch 576.00
Pine Products Inc 1,728.00
Potbelly Sandwich Shop 04/16/2021 101-1110-4370 City Council dinner 10.06
Potbelly Sandwich Shop 04/16/2021 101-1110-4370 City Council dinner 58.52
Potbelly Sandwich Shop 04/16/2021 101-1110-4370 CC Dinner refund -58.52
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 6 of 10
Name Check D Account Description Amount
Potbelly Sandwich Shop 04/16/2021 101-1110-4370 City Council dinner 108.17
Potbelly Sandwich Shop 118.23
Potentia MN Solar 05/13/2021 700-0000-4320 Solar 2,128.35
Potentia MN Solar 05/13/2021 101-1190-4320 Solar 3,971.36
Potentia MN Solar 05/13/2021 101-1170-4320 Solar 3,061.42
Potentia MN Solar 05/13/2021 700-0000-4320 Solar 1,340.94
Potentia MN Solar 05/13/2021 101-1190-4320 Solar 2,927.56
Potentia MN Solar 05/13/2021 101-1170-4320 Solar 2,342.06
Potentia MN Solar 15,771.69
PRECISE MRM LLC 05/13/2021 101-1320-4310 2021-03 Subscription 325.00
PRECISE MRM LLC 325.00
Pro-Tec Design, Inc.05/06/2021 101-1170-4110 Access Control Proximity Cards 420.00
Pro-Tec Design, Inc. 420.00
Radiant Energy Systems, Inc 04/16/2021 701-0000-4551 Utility Blower 2,678.94
Radiant Energy Systems, Inc 2,678.94
RBM SERVICES INC 05/13/2021 101-1190-4350 Monthly cleaning service - Library 3,575.23
RBM SERVICES INC 05/13/2021 101-1170-4350 Monthly cleaning service - City Hall 3,690.87
RBM SERVICES INC 7,266.10
RealTruck.com 04/16/2021 700-0000-4140 Running Boards 386.54
RealTruck.com 386.54
Revolution Dancewear 04/16/2021 101-1535-4130 Dance Costumes 708.40
Revolution Dancewear 708.40
RoboForm 04/16/2021 101-1160-4220 Roboform PW Mgr Annual Renewal Rice 23.88
RoboForm 23.88
Shakopee Towing 04/16/2021 101-1220-4520 Overcharged on original transaction -9.22
Shakopee Towing -9.22
Software House International 04/16/2021 101-1160-4220 Bluebeam Revu Annual License Renewal (2) 193.74
Software House International 04/16/2021 101-1160-4220 Adobe Creative Cloud Annual Renewal On New Adobe Profile 452.20
Software House International 645.94
Squarespace Inc 04/16/2021 101-1705-3636 Farmers Market Domain Renewal 20.00
Squarespace Inc 20.00
SRF CONSULTING GROUP INC 05/06/2021 101-0000-2076 Lyman Blvd Sewer and Watermain Improvements 1,670.02
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 7 of 10
Name Check D Account Description Amount
SRF CONSULTING GROUP INC 1,670.02
Stratoguard, LLC 04/16/2021 101-1160-4300 Proofpoint Email Filter Service Feb 176.00
Stratoguard, LLC 176.00
Sun Life Financial 05/06/2021 101-0000-2011 May Insurance 50.66
Sun Life Financial 05/06/2021 101-1120-4046 May Insurance 33.82
Sun Life Financial 05/06/2021 101-1130-4046 May Insurance 23.60
Sun Life Financial 05/06/2021 101-1160-4046 May Insurance 13.61
Sun Life Financial 05/06/2021 101-1250-4046 May Insurance 51.54
Sun Life Financial 05/06/2021 101-1310-4046 May Insurance 45.55
Sun Life Financial 05/06/2021 101-1320-4046 May Insurance 58.70
Sun Life Financial 05/06/2021 101-1370-4046 May Insurance 21.87
Sun Life Financial 05/06/2021 101-1520-4046 May Insurance 16.51
Sun Life Financial 05/06/2021 101-1530-4046 May Insurance 7.01
Sun Life Financial 05/06/2021 101-1560-4046 May Insurance 5.86
Sun Life Financial 05/06/2021 101-1600-4046 May Insurance 9.24
Sun Life Financial 05/06/2021 101-1700-4046 May Insurance 1.03
Sun Life Financial 05/06/2021 101-1550-4046 May Insurance 49.01
Sun Life Financial 05/06/2021 101-1420-4046 May Insurance 39.24
Sun Life Financial 05/06/2021 101-1430-4046 May Insurance 2.33
Sun Life Financial 05/06/2021 210-0000-4046 May Insurance 8.69
Sun Life Financial 05/06/2021 720-7201-4046 May Insurance 2.74
Sun Life Financial 05/06/2021 720-7202-4046 May Insurance 2.74
Sun Life Financial 05/06/2021 101-1220-4046 May Insurance 26.31
Sun Life Financial 05/06/2021 701-0000-4046 May Insurance 38.84
Sun Life Financial 05/06/2021 700-0000-4046 May Insurance 50.93
Sun Life Financial 05/06/2021 720-0000-4046 May Insurance 20.36
Sun Life Financial 05/06/2021 101-0000-2011 May Insurance 665.44
Sun Life Financial 05/06/2021 210-0000-2011 May Insurance 10.59
Sun Life Financial 05/06/2021 700-0000-2011 May Insurance 152.00
Sun Life Financial 05/06/2021 701-0000-2011 May Insurance 152.00
Sun Life Financial 05/06/2021 720-0000-2011 May Insurance 10.51
Sun Life Financial 1,570.73
Target 04/16/2021 101-1530-4130 Sterile Gloves 9.98
Target 04/16/2021 101-1220-4120 Batteries for SUV 206 remote 7.51
Target 04/16/2021 700-0000-4370 Water, Cookies 9.18
Target 26.67
TBEI, Inc 05/06/2021 101-1320-4120 Supplies 70.00
TBEI, Inc 70.00
Triple Crown Products 04/16/2021 101-1310-4120 Safety Clothing 296.80
Triple Crown Products 296.80
TWIN CITY SEED CO.05/13/2021 720-7025-4290 Sun/Shade Lawn Seed Mix 428.50
TWIN CITY SEED CO. 428.50
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 8 of 10
Name Check D Account Description Amount
ULTIMATE CONTROLS ELECTRIC LLC 05/06/2021 700-7043-4530 Service Work 2,680.00
ULTIMATE CONTROLS ELECTRIC LLC 2,680.00
United Parcel Service 04/16/2021 101-1220-4120 Parts return - Postage 16.94
United Parcel Service 16.94
United States Flags 04/16/2021 101-1550-4120 US Flag 1,370.41
United States Flags 1,370.41
US Bank Rebate 04/16/2021 101-1130-3903 US Bank Rebate -1,244.53
US Bank Rebate -1,244.53
USA BLUE BOOK 05/06/2021 700-7043-4150 Materials 329.81
USA BLUE BOOK 329.81
VERIZON WIRELESS 05/06/2021 101-1220-4310 Monthly Service 40.01
VERIZON WIRELESS 05/06/2021 700-0000-4310 Monthly Service 87.57
VERIZON WIRELESS 05/06/2021 701-0000-4310 Monthly Service 87.57
VERIZON WIRELESS 05/06/2021 101-1550-4310 Monthly Service 427.26
VERIZON WIRELESS 05/06/2021 101-1520-4310 Monthly Service 41.51
VERIZON WIRELESS 05/06/2021 101-1600-4310 Monthly Service 625.32
VERIZON WIRELESS 05/06/2021 101-1530-4310 Monthly Service 41.51
VERIZON WIRELESS 05/06/2021 700-0000-4310 Monthly Service 1,109.16
VERIZON WIRELESS 05/06/2021 701-0000-4310 Monthly Service 613.87
VERIZON WIRELESS 05/06/2021 720-0000-4310 Monthly Service 222.44
VERIZON WIRELESS 05/06/2021 101-1160-4310 Monthly Service 93.02
VERIZON WIRELESS 05/06/2021 101-1120-4310 Monthly Service 151.56
VERIZON WIRELESS 05/06/2021 101-1260-4310 Monthly Service 76.52
VERIZON WIRELESS 05/06/2021 101-1250-4310 Monthly Service 288.07
VERIZON WIRELESS 05/06/2021 101-1310-4310 Monthly Service 223.32
VERIZON WIRELESS 05/06/2021 101-1370-4310 Monthly Service 100.67
VERIZON WIRELESS 05/06/2021 101-1320-4310 Monthly Service 325.38
VERIZON WIRELESS 05/06/2021 101-1220-4310 Monthly Service 985.61
VERIZON WIRELESS 05/06/2021 101-0000-2033 Monthly Service 11.32
VERIZON WIRELESS 05/06/2021 101-1110-4300 Monthly Service 40.01
VERIZON WIRELESS 5,591.70
WEISSMAN 04/16/2021 101-1535-4130 Dance Costumes 3,068.69
WEISSMAN 3,068.69
When I work 04/16/2021 101-1617-4130 Rinks staff scheduling app 30.00
When I work 30.00
WM MUELLER & SONS INC 05/06/2021 700-0000-4552 Materials 697.74
WM MUELLER & SONS INC 05/13/2021 420-0000-4150 Materials 530.70
WM MUELLER & SONS INC 1,228.44
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 9 of 10
Name Check D Account Description Amount
Wonbo Technology Co. Ltd 04/16/2021 101-1160-4260 Dr Fone IOS unlock utility 64.67
Wonbo Technology Co. Ltd 64.67
WSB & ASSOCIATES INC 05/06/2021 601-6039-4300 Lake Drive East Street Improvement 795.00
WSB & ASSOCIATES INC 795.00
XCEL ENERGY INC 05/06/2021 101-1600-4320 Monthly Service 63.03
XCEL ENERGY INC 05/06/2021 101-1540-4320 Monthly Service 546.21
XCEL ENERGY INC 05/06/2021 101-1600-4320 Monthly Service 249.18
XCEL ENERGY INC 05/06/2021 101-1550-4320 Monthly Service -43.56
XCEL ENERGY INC 05/06/2021 101-1350-4320 Monthly Service 18,345.15
XCEL ENERGY INC 05/06/2021 101-1350-4320 Monthly Service 108.65
XCEL ENERGY INC 19,268.66
Zoom 04/16/2021 101-1160-4300 Monthly Zoom Webinar charge Rec Center Admin 85.90
Zoom 85.90
161,115.78
Accounts Payable - Check Detail-ACH (05/14/2021 - 10:36 AM)Page 10 of 10
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Resolution 2021XX and Ordinance XXX: Approve Amendments to the Comprehensive Plan
Functional Classification Map (Streets) and List and Chapter 20, Zoning, of the Chanhassen City
Code regarding Identification of Arterial and Collector Streets
Section CONSENT AGENDA Item No: D.6.
Prepared By Bob Generous, Senior Planner File No:
PROPOSED MOTION
City Council approves the Resolution adopting the 2040 Comprehensive Plan Amendments to Chapter 6,
Transportation, Section 6.5, System Plan, Major and Minor Collectors, and Figure 6.7, Functional Classification
Map; and approves the ordinance amending Section 205 of the Chanhassen City Code.
Approval requires a Majority Vote of the entire council.
SUMMARY
The city is amending the 2040 Comprehensive Plan, Transportation Chapter, to make the functional classification
system consistent with the Minnesota Department of Transportation (MnDOT) review of the city's functional
classification system. Additionally, we are amending the City Code to be consistent with the Comprehensive Plan.
BACKGROUND
The Chanhassen Planning Commission held a public hearing on the proposed Comprehensive Plan amendment and
City Code amendment. There were no public comments received regarding the amendments.
The Planning Commission's only concern was what impact the amendment would have on existing development, which
is that no changes would be made to existing development. However, the amendment does impact the required
design, rightofway needs, and access of any future development adjacent to these roadways.
The Planning Commission minutes for April 20, 2021 are in the Consent Agenda of this City Council packet.
DISCUSSION
MnDOT, per Federal Highway Administration (FHWA) requirements, must review and update the functional
classification of each roadway in the state. MnDOT reviewed all metro counties' roadway functional classifications
from Local to Principal Arterial. This process included reviewing maps created for each city (such as Chanhassen),
identifying any possible roadways for further review on their existing functional classification, and figuring out solutions
to create final updates to submit to the FHWA. Based on this review, the revisions to the functional classification were
recommended.
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectResolution 2021XX and Ordinance XXX: Approve Amendments to the Comprehensive PlanFunctional Classification Map (Streets) and List and Chapter 20, Zoning, of the Chanhassen CityCode regarding Identification of Arterial and Collector StreetsSectionCONSENT AGENDA Item No: D.6.Prepared By Bob Generous, Senior Planner File No: PROPOSED MOTIONCity Council approves the Resolution adopting the 2040 Comprehensive Plan Amendments to Chapter 6,Transportation, Section 6.5, System Plan, Major and Minor Collectors, and Figure 6.7, Functional ClassificationMap; and approves the ordinance amending Section 205 of the Chanhassen City Code.Approval requires a Majority Vote of the entire council.SUMMARYThe city is amending the 2040 Comprehensive Plan, Transportation Chapter, to make the functional classificationsystem consistent with the Minnesota Department of Transportation (MnDOT) review of the city's functionalclassification system. Additionally, we are amending the City Code to be consistent with the Comprehensive Plan.BACKGROUNDThe Chanhassen Planning Commission held a public hearing on the proposed Comprehensive Plan amendment andCity Code amendment. There were no public comments received regarding the amendments.The Planning Commission's only concern was what impact the amendment would have on existing development, whichis that no changes would be made to existing development. However, the amendment does impact the requireddesign, rightofway needs, and access of any future development adjacent to these roadways.The Planning Commission minutes for April 20, 2021 are in the Consent Agenda of this City Council packet.DISCUSSIONMnDOT, per Federal Highway Administration (FHWA) requirements, must review and update the functionalclassification of each roadway in the state. MnDOT reviewed all metro counties' roadway functional classificationsfrom Local to Principal Arterial. This process included reviewing maps created for each city (such as Chanhassen),identifying any possible roadways for further review on their existing functional classification, and figuring out solutions
to create final updates to submit to the FHWA. Based on this review, the revisions to the functional classification were
recommended.
RECOMMENDATION
Staff recommends adoption of the resolution and ordinance regarding functional classifications for our roadways.
ATTACHMENTS:
Staff Report
Resolution
Ordinance
2040 Comprehensive Plan Major and Minor Collector Roadways
2040 Comprehensive Plan, Figure 6.7, Functional Classification Map
MnDOT Functional Classification Map
Public Hearing Notice
CruMCHAI'IIIASSXI'I
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
MEMORANDTIM
TO:Planning Commission
FROM:Robert Generous, AICP, Senior Planner
George Bender, PE, Assistant City Engineer
DATE: Api120,2021
SUBJECT: 2040ComprehensivePlan: Transportation
Section 20-5 ofthe Chanhassen City Code, Collector Streets
PROPOSED MOTION:
"The Chanhassen Planning Commission recommends that City Council approve the proposed
2040 Comprehensive Plan Amendment to Chapter 6, Transportation, Section 6.5, System Plan,
Major and Minor Collectors, and Figure 6.7, Functional Classification Map and Amend
Section 20-5 of the Chanhassen City Code."
The city adopted the 2040 Comprehensive Plan on February 10,2020.
The Minnesota Department of Transportation (MnDOT), per Federal Highway Administration
(FHWA) requirements, must review and update the functional classification of each roadway in the
state. MnDOT completed this review for Greater Minnesota in 2015 and 2016, and then review of
the metro counties needed to be completed as soon as possible. This project included review of all
roadway functional classifications from Local to Principal Arterial. This process included reviewing
maps created for each city (such as Chanhassen), identifling any possible roadways for firther
review on their existing functional classification and figuring out solutions to create final updates to
submit to the FHWA. Based on this review, the revisions to the functional classification were
recommended.
The proposed changes to the functional classification system have been submitted to 2l jurisdictions
lor review. We have received eight responses as of April 15,2021.
PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110
71OO I'4ARKET BOULEVARD .PO BOX ]4T.CHANHASSEN .MINNESOTA 55317
BACKGROUND
DISCUSSION
Major Collectors are designed to serve shorter trips that occur entirely within the city and provide
access from neighborhoods to the arterial system. These roads supplement the arterial system in the
Planning Commission
2040 Comprehensive Plan: Transportati on
Apil20,2021
Page 2 of 5
sense that they emphasize mobility over land access, but they are expected, because oftheir
locations, to carry less traffic than arterial roads.
Minor collectors are steets or roadways providing travel between local streets and the arterial
roadway network, or serving multifamily development or neighborhood centers or services such as
fire stations, parks or schools. Minor collectors are designed to serve shorter trips within a city and,
generally, accommodate fewer trips than major collectors or arterials. Minor collectors connect to
other collector or arterial streets.
County Road 14 (Pioneer Trail)
County Road l5 (Galpin Boulevard south of Trunk Highway 5 and Audubon Road south of
Lyman Boulevard)
County Road 17 (Powers Boulevard)
County Road 18 (Lyman Boulevard west of County Roadltrunk#igh*uy 101 )
County Road l9 (Galpin Boulevard south of Trunk Highway 5)
County Road 61 (Flying Cloud Drive)
€€unry+oad-te+ffrunk Highway l0l/County Road 101 (north to south corporate city limits)
Dell Road (Highway 5 south to corporate city limits)
Trunk Highway 5
Trunk Highway 7 (Principal)
Trunk Highway 4l
U.S. Highway 212 (Principal)
Collector streets:
82nd Street (Trunk Highway 4l to Century Boulevard)
Avienda Parkway
Audubon Road (north of Lyman Boulevard to West 78th Street)
Bluff Creek Boulevard
Bluff Creek Drive
Century Boulevard (from West 78th Street to 82nd Street)
Coulter Boulevard
County Road 117 (Galpin Boulevard north olTrunk Highway 5)
CITY CODE - IDENTIFICATION OF ARTERIAL AND COLLECTOR STREETS
Staff is revising the list ofarterial and collector streets to be consistent with the 2040 Comprehensive
Plan and to clarifl the road segments being specified.
Sec. 20-5. - Identification of arterial and collector streets.
For purposes ofthis chapter, the following are identified as arterial and collector streets:
Arterial streets:
Planning Commission
2040 Comprehensive Plan: Transportation
April20,202t
Page 3 of 5
Dakota Avenue (Highway 5 to Lake Drive East)
Dell Road (north to south corporate city limits)
Eagle Ridge Road and its connection to Powers Boulevard
Dell Road (Trunk Highway 5 north to corporate city limits)
Galpin Boulevard (County Road ll7) (Highway 5 to north city limits)
Great Plains Boulevard (West 78th Street to Grandview Road Lake Drive East)
Kerber Boulevard
Lake Drive (County Road l7 to County Road l0l)
Lake Drive East (Great Plains Boulevard to Dell Road)
Lake Drive West (Audubon Road to County Road l7)
Lake Lucy Road (Trunk Highway 41 to Powers Boulevard)
Longacres Drive
Lyman Boulevard (east ofCounty RoadlTnrnk-I{igh+vay l0l )
Market Boulevard (Trunk Highway 5 to West 78th Stree!
Minnewashta Parkway (Trunk Highway 7 to Trunk Highway 5)
Park Road
Pleasant View Road
Stoughton Avenue
West 78th Street (Trunk Highway 41 to County Road/Trunk Highway 101)
Yosemite Avenue
Chapter 6 ofthe City of Chanhassen 2040 Comprehensive Plan deals with transportation.
The proposed amendments would amend the Major and Minor Collector Streets.
Proposed Amendments (changes shown highlighted in yellow (additions) and strike-throughs
(removals):
The fiollowing rcadw'ays are reoonmended as Major Collectors in Chanhassen.
Bluff Geek Boulevard - This route provides an east-west connedion from CSAH 15 to 6AH 17 and U. 5. Highway
212 interchange. The eastern portion ofthis roadway will be constructed with the development ofthe ad.iacent
property.
Eluff Creek [five - This route provides a north-south connection from BluffCreek Boulevard and Pioneer Trail
(csAH 14)to Flying cloud Drive.
Century Boulevard -This route provides a north south link between west 78th Street, TH 5 and 82nd street
West.
Ibl@ Avenue [Ttl5 to lC(e t]ive Ectl -Ihls route oompletes thc conn€ctlon of TH 101.
DC REd firor$ to soft dprate dV rc}.
COMPREHENSIVE PLAN: TRANSPORTATION
Planning Commission
2040 Comprehensive Plan: Transportation
Apil20,202t
Page 4 of 5
Gelpin Boulevard (CR l17) norih ofTH 5-This route conneds TH 5 to Shorewood and Highway 7 and is
approximately midway between TH 41and CSAH 17.
Gr?it Plains Boul€nrard -This route conn€cts West 78$ tH to Gnndviw Road.
[erber Boulevard -This route connects West 78th Street in downtown Chanhassen to Powers Boulevard and is
parallel to Powers Boulevard.
Lake Drive and Lake Drive west (Audubon Road to Powe6 Boulevardl; take tlive and lake Drive East (Powers
Bouldard - Dell Road)- Lake Drive serves two functions: local access south of TH 5 and a parallel collector to TH
5. This route is capable of carrying off-loaded local trips of short to medium length. The city undertook a joint
project with MnDOT and the City of Eden Prairie to extend Lake 0rive East to the city line where it merges with
the signalized intersection at TH 5 and Dell Road.
lake tucy Road - Lake Lucy Road serves as the only east-west connection between TH 41 and CSAH 17 in
northern Chanhassen.
Madct Boulevard -This route prwides a link between TH 5 and downtown Chanhassen.
Minn€washta Parkyuay- This street serves as the only north/south route between TH 5 and TH 7 west of Lake
Minnewashta. lt is also located such that it likely serves some through tripsfrom outside the city alongTH 5,
travelingto the north to TH 7, as wellas locally Benerated trafric along its route.
tiirrtvEw P^.d Phasant View ReaC serv€s as the snly east west eenneetien between 'ElH 17 anC TH 191 in
6€tth€fR+anh3s6€*
Westmh SEeet-Itis east-west route connects TH 41to TH 101. lt parallels TH 5 and provides localaccessto the
properties ad.iacent to TH 5.
Minor Collecto6
Avienda Ped ay - l{orttr access rcad conn€clin8 Lwrtan Boulsard ard Bluff oeek Boulevard.
3leff C.eek 'ggl€v.rd This rsute proyides an east west €ennecti€n frem esAH 15 te esnH 17 and U, S, Highway
propergf
aluff c.te* Driys This rsute Brevides a north sosth eenne€tien frem Bluff €reek B€ulevard and Pidreer Trail
€€AH+4)+s+*in€4€c49rive
antgry 3esl.r.rd This rou
We5$
^aket Av€nee (TH 5 ts Lke Driye East) This route €ompletes the €onne€tisn sf TH 101.
Coutter Boul€vard -Coulter Boulevard serves two functions. These include local access south ofTH 5 and a
parallel collector to TH 5 capable of carrying off loaded localtrips ofshortto medium length.
Eade Ridge Road and Future Extension - Connects CSAH 101 to CSAH 17.
6ra.t PLirr 3eshvad lhis r
k
pe+a{€lr€+€$efs8€sleYe+4
tontacres Dric - Conn€cfs Hlghway 41 to Galpln Boultrard.
Planning Commission
2040 Comprehensive Plan: Transportation
Apil20,202l
Page 5 of 5
Market Eouleyard This route prevides a link between TH 5 and downtown €hanhessen,
H€asam \rrfl Road - Pl€asant Vl* Road s.ry€6 6 thc only e6t- Est connecffon b€txreen CSAH u a.td fH
101 in nordrem O€nhassen.
vGemite- Lake Lucl Road to city boundary provides a valuable link between Chanhassen and Excelsior. (This
route has been added to the collector system since the 2030 Comprehensive Plan.)
The ultimate roadway system is based upon the flrnctional classification presented above. lt reflects full development
ofthe ciry according to the land use plan and socioeconomic forecasts presented earlier. The roadway cross-section
identified for each classification would be ex?ected to be in place at the time full development is achieved.
Staffrecommends that the Planning Commission approve Comprehensive Plan and the City Code
amendments.
1. Ordinance Amendment, Chapter 20, Section 20-5, Identification of Arterial and Collector Streets
2. 2040 Comprehensive Plan Major and Minor Collector Roadways
3. 2040 Comprehensive Plan, Figure 6.7, Functional Classification Map
4. MnDOT Functional Classification Map
5. Public Hearing Notice
g:\plan\2040 c.mp plan\amendments\lransponation\staflrepon firnctional road classificalion amendment 2Mo.docx
RECOMMENDATION
ATTACHMENTS
g:\admin\resol\2021\05-24-2021\adopt resolution for functional classifications.docx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: MAY 24, 2021 RESOLUTION NO: 2021-
MOTION BY: SECONDED BY:
A RESOLUTION APPROVING AMENDMENTS TO
THE CITY OF CHANHASSEN 2040 COMPREHENSIVE PLAN
TRANSPORTATION ELEMENT
FUNCTIONAL STREET CLASSIFICATIONS
WHEREAS, the City of Chanhassen adopted the 2040 Comprehensive Plan on
February 10, 2020;
WHEREAS, the Planning Commission held a public hearing on April 20, 2021, to
review amendments to the 2040 Comprehensive Plan to amend the functional street
classifications;
WHEREAS, the Planning Commission voted on April 20, 2021, to recommend that the
City Council adopt the amendments to the 2040 Comprehensive Plan, Transportation Element, to
revise the Functional Classification Map and list of Major and Minor Collectors;
WHEREAS, the proposed amendments have been submitted for jurisdictional review on
March 24, 2021 and have not had any negative comments; and
WHEREAS, the proposed amendments are minor in nature and clarify our functional
street classification and are consistent with the Minnesota Department of Transportation
(MnDOT), per Federal Highway Administration (FHWA) requirements, review and update of
the functional classification of each roadway in the state.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council approves
the amendments to Chapter 6, Transportation, Section 6.5, System Plan, Collector Roadways,
and Figure 6.7, Functional Classification Map, of the 2040 Comprehensive Plan contingent upon
Metropolitan Council review.
Passed and adopted by the Chanhassen City Council this 24th day of May, 2021.
ATTEST:
Laurie Hokkanen, City Manager Elise Ryan, Mayor
YES NO ABSENT
g:\admin\resol\2021\05-24-2021\adopt resolution for functional classifications.docx
Revised Section 6.5, System Plan, Collector Roadways
The following roadways are recommended as Major Collectors in Chanhassen.
Bluff Creek Boulevard – This route provides an east-west connection
from CSAH 15 to CSAH 17 and U. S. Highway 212 interchange. The
eastern portion of this roadway will be constructed with the development
of the adjacent property.
Bluff Creek Drive – This route provides a north-south connection from
Bluff Creek Boulevard and Pioneer Trail (CSAH 14) to Flying Cloud
Drive.
Century Boulevard – This route provides a north south link between
West 78th Street, TH 5 and 82nd Street West.
Dakota Avenue (TH 5 to Lake Drive East) – This route completes the connection of TH 101.
Dell Road (north to south corporate city limits)
Galpin Boulevard (CR 117) north of TH 5 – This route connects TH 5 to Shorewood and
Highway 7 and is approximately midway between TH 41 and CSAH 17.
Great Plains Boulevard – This route connects West 78th Street to Grandview Road.
Kerber Boulevard – This route connects West 78th Street in downtown
Chanhassen to Powers Boulevard and is parallel to Powers Boulevard.
Lake Drive and Lake Drive West (Audubon Road to Powers Boulevard) Lake Drive and
Lake Drive East (Powers Boulevard – Dell Road) – Lake Drive serves two functions: local
access south of TH 5 and a parallel collector to TH 5. This route is capable of carrying off
loaded local trips of short to medium length. The city undertook a joint project with MnDOT
and the City of Eden Prairie to extend Lake Drive East to the city line where it merges with
the signalized intersection at TH 5 and Dell Road.
Lake Lucy Road – Lake Lucy Road serves as the only east-west connection between TH 41
and CSAH 17 in northern Chanhassen.
Market Boulevard – This route provides a link between TH 5 and downtown Chanhassen.
Minnewashta Parkway – This street serves as the only north/south route between TH 5 and
TH 7 west of Lake Minnewashta. It is also located such that it likely serves some through
trips from outside the city along TH 5, traveling to the north to TH 7, as well as locally
generated traffic along its route
West 78th Street – This east-west route connects TH 41 to TH 101. It parallels TH 5
and provides local access to the properties adjacent to TH 5.
Minor Collectors
Avienda Parkway – North access road connecting Lyman Boulevard and
Bluff Creek Boulevard.
g:\admin\resol\2021\05-24-2021\adopt resolution for functional classifications.docx
Coulter Boulevard – Coulter Boulevard serves two functions. These include local access
south of TH 5 and a parallel collector to TH 5 capable of carrying off loaded local trips of
short to medium length.
Eagle Ridge Road and Future Extension – Connects CSAH 101 to
CSAH 17.
Longacres Drive – Connects Highway 41 to Galpin Boulevard
Pleasant View Road – Pleasant View Road serves as the only east-west
connection between CSAH 17 and TH 101 in northern Chanhassen.
Yosemite – Lake Lucy Road to city boundary provides a valuable
link between Chanhassen and Excelsior. (This route has been
added to the collector system since the 2030 Comprehensive
Plan.)
The ultimate roadway system is based upon the functional classification presented above. It
reflects full development of the city according to the land use plan and socioeconomic
forecasts presented earlier. The roadway cross-section identified for each classification would
be expected to be in place at the time full development is achieved.
g:\admin\resol\2021\05-24-2021\adopt resolution for functional classifications.docx
Figure 6.7
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. _____
AN ORDINANCE AMENDING CHAPTER 20
SECTION 20-5
IDENTIFICATION OF ARTERIAL AND COLLECTOR STREETS
CHANHASSEN CITY CODE,
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS:
Section 1. Section 20-5 of the City Code, City of Chanhassen, Minnesota, is hereby
amended to read as follows:
For purposes of this chapter, the following are identified as arterial and collector streets:
Arterial streets:
County Road 14 (Pioneer Trail)
County Road 15 (Galpin Boulevard south of Trunk Highway 5 and Audubon Road
south of Lyman Boulevard)
County Road 17 (Powers Boulevard)
County Road 18 (Lyman Boulevard west of County Road/Trunk Highway 101)
County Road 19 (Galpin Boulevard south of Trunk Highway 5)
County Road 61 (Flying Cloud Drive)
Country Road 101/Trunk Highway 101/County Road 101 (north to south corporate city
limits)
Dell Road (Highway 5 south to corporate city limits)
Trunk Highway 5
Trunk Highway 7 (Principal)
Trunk Highway 41
U.S. Highway 212 (Principal)
Collector streets:
82nd Street (Trunk Highway 41 to Century Boulevard)
Avienda Parkway
Audubon Road (north of Lyman Boulevard to West 78th Street))
Bluff Creek Boulevard
Bluff Creek Drive
Century Boulevard (from West 78th Street to 82nd Street)
Coulter Boulevard
County Road 117 (Galpin Boulevard north of Trunk Highway 5)
Dakota Avenue (Highway 5 to Lake Drive East)
2
Dell Road (north to south corporate city limits)
Eagle Ridge Road and its connection to Powers Boulevard
Dell Road (Trunk Highway 5 north to corporate city limits)
Galpin Boulevard (County Road 117) (Highway 5 to north city limits)
Great Plains Boulevard (West 78th Street to Grandview Road)
Kerber Boulevard
Lake Drive (County Road 17 to County Road 101
Lake Drive East (Great Plains Boulevard to Dell Road)
Lake Drive West (Audubon Road to County Road 17)
Lake Lucy Road (Trunk Highway 41 to Powers Boulevard)
Longacres Drive
Lyman Boulevard (east of County Road/Trunk Highway 101)
Market Boulevard (Trunk Highway 5 to West 78th Street)
Minnewashta Parkway (Trunk Highway 7 to Trunk Highway 5)
Park Road
Pleasant View Road
Stoughton Avenue
West 78th Street (Trunk Highway 41 to County Road/Trunk Highway 101)
Yosemite Avenue
Section 2. This ordinance shall be effective immediately upon its passage and
publication.
PASSED AND ADOPTED this ___day of _____, 2021, by the City Council of
the City of Chanhassen, Minnesota
______________________________ ________________________________
Laurie Hokkanen, City Manager Elise Ryan, Mayor
(Published in the Chanhassen Villager on ______________________________)
The following roadways are recommended as Major Collectors in Chanhassen.
.
Bluff Creek Boulevard – This route provides an east-west connection from CSAH 15 to CSAH
17 and U. S. Highway 212 interchange. The eastern portion of this roadway will be
constructed with the development of the adjacent property.
Bluff Creek Drive – This route provides a north-south connection from Bluff Creek Boulevard
and Pioneer Trail (CSAH 14) to Flying Cloud Drive.
Century Boulevard – This route provides a north south link between West 78th Street, TH 5
and 82nd Street West.
Coulter Boulevard – Coulter Boulevard serves two functions. These include local access south of TH 5 and a
parallel collector to TH 5 capable of carrying off loaded local trips of short to medium length.
Dakota Avenue (TH 5 to Lake Drive East) – This route completes the connection of TH 101.
Dell Road (north to south corporate city limits)
Galpin Boulevard (CR 117) north of TH 5 – This route connects TH 5 to Shorewood and Highway 7 and is approximately midway
between TH 41 and CSAH 17.
Great Plains Boulevard – This route connects West 78th Street to Grandview Road.
Kerber Boulevard – This route connects West 78th Street in downtown Chanhassen to Powers Boulevard
and is parallel to Powers Boulevard.
Lake Drive and Lake Drive West (Audubon Road to Powers Boulevard) Lake Drive and Lake Drive East (Powers
Boulevard – Dell Road) – Lake Drive serves two functions: local access south of TH 5 and a parallel collector to TH 5. This route is
capable of carrying off loaded local trips of short to medium length. The city undertook a joint project with MnDOT and the City of Eden
Prairie to extend Lake Drive East to the city line where it merges with the signalized intersection at TH 5 and Dell Road.
Lake Lucy Road – Lake Lucy Road serves as the only east-west connection between TH 41 and CSAH 17 in northern
Chanhassen.
Market Boulevard – This route provides a link between TH 5 and downtown Chanhassen.
Minnewashta Parkway – This street serves as the only north/south route between TH 5 and TH 7 west of Lake
Minnewashta. It is also located such that it likely serves some through trips from outside the city along TH 5, traveling to the
north to TH 7, as well as locally generated traffic along its route
Pleasant View Road – Pleasant View Road serves as the only east-west connection between CSAH 17 and TH 101 in northern Chanhassen.
West 78th Street – This east-west route connects TH 41 to TH 101. It parallels TH 5 and provides local access to the
properties adjacent to TH 5.
Minor Collectors
Avienda Parkway – North access road connecting Lyman Boulevard and Bluff Creek Boulevard.
Bluff Creek Boulevard – This route provides an east-west connection from CSAH 15 to CSAH
17 and U. S. Highway 212 interchange. The eastern portion of this roadway will be
constructed with the development of the adjacent property.
Bluff Creek Drive – This route provides a north-south connection from Bluff Creek Boulevard
and Pioneer Trail (CSAH 14) to Flying Cloud Drive.
Century Boulevard – This route provides a north south link between West 78th Street, TH 5
and 82nd Street West.
Dakota Avenue (TH 5 to Lake Drive East) – This route completes the connection of TH 101.
Coulter Boulevard – Coulter Boulevard serves two functions. These include local access south of TH 5 and a
parallel collector to TH 5 capable of carrying off loaded local trips of short to medium length.
Eagle Ridge Road and Future Extension – Connects CSAH 101 to CSAH 17.
Great Plains Boulevard – This route connects West 78th Street to Lake Drive East.
Kerber Boulevard – This route connects West 78th Street in downtown Chanhassen to Powers Boulevard
and is parallel to Powers Boulevard.
Lake Drive and Lake Drive West (Audubon Road to Powers Boulevard)
Longacres Drive – Connects Highway 41 to Galpin Boulevard
Market Boulevard – This route provides a link between TH 5 and downtown Chanhassen.
Pleasant View Road – Pleasant View Road serves as the only east-west connection between
CSAH 17 and TH 101 in northern Chanhassen.
Yosemite – Lake Lucy Road to city boundary provides a valuable link between Chanhassen and
Excelsior. (This route has been added to the collector system since the 2030 Comprehensive Plan.)
The ultimate roadway system is based upon the functional classification presented above. It reflects full development of the
city according to the land use plan and socioeconomic forecasts presented earlier. The roadway cross-section identified for
each classification would be expected to be in place at the time full development is achieved.
Christmas
Lake
Lotus Lake
Brendan Pond
Lake
Harrison
Kerber Pond
Lake Susan Rice
Marsh Lake
Lake Riley
Rice Lake
Lake
St.
Joe
Lake
Minnewashta
Lake Ann
Lake Lucy
ST15
ST18
ST17
ST18
ST15
ST14
ST17
ST61
Minnewashta
Regional Park
North Lotus
Lake Park
Meadow
Green Park
Lake Ann Park
Chanhassen
Pond Park
Chanhassen
Nature
Preserve
Chanhassen
Recreation
Center
Lake Susan
Park
Rice
Marsh
Lake Preserve
Power
Hill Park
Fox Woods
Preserve
Bandimere
Community
Park
Bluff Creek
Golf Course
Hesse Farm
Park Preserve
Lake
Susan
Preserve
Raguet Wildlife
Management
Are
MN Valley
National
Wildlife Re
MN Landscape
Arboretum
Seminary Fen
Scientific
& Nat*
Bluff Creek
Preserve
Independent
School
District 11
Independent
School District
112
Independent
School
District 276
Riley
Ridge
Park
Lake Ann Park
Preserve
SA7
SA41
SA101
SA41
SA5
SA5
SA5
)212
)212
Great
PlainsBlvdPowers BlvdLyman Blvd Chanhassen RdArboretumBlvd
Pioneer Trl
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Lake Lucy Rd
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ST101
ST101
GH117
Legend
Principal Arterial
Minor Arterial
Collector
Future Collector
Date Created: 2/23/2021
Document Path: K:\Departments\Engineering\FunctionalClass\RoadFunctionalClasses.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000
Feet
0 0.5
Mile
Functional Classification Map
City of Chanhassen
Chanhassen
Chaska
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ÆÿÆÿ101
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"#17
"#18
"#101
"#10
"#15
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"#18
"#101
"#15
Functional Classification
PA Freeway
PA Other
Minor Arterial
Major Collector
Minor Collector
Local
Railroad Track
Open Water
Urban Area
¯
CITY OF CHANHASSEN
CARVER & HENNEPIN COUNTIES
NOTICE OF PUBLIC HEARING
ELECTRONIC MEETING
NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a
public hearing on Tuesday, April 20, 2021 at 7:00 p.m. in the Council Chambers in Chanhassen
City Hall, 7700 Market Boulevard. The purpose of this hearing is to consider amending the
Comprehensive Plan Functional Classification Map (Streets) and List and Chapter 20, Zoning, of
the Chanhassen City Code regarding Identification of Arterial and Collector Streets.
The proposed changes are available for public review at City Hall during regular business
hours or on the city’s website at www.ci.chanhassen.mn.us/pending. All interested persons are
invited to attend this public hearing and express their opinions with respect to this proposal.
ELECTRONIC MEETING INFORMATION
Some or all members of the Planning Commission will participate in this meeting via web
conference or telephone rather than by being personally present at its regular meeting place in the
Council Chambers, 7700 Market Boulevard, Chanhassen, MN 55317.
The city has determined that in-person meetings are not practical or prudent because of a
health pandemic at this time. Members of the public can monitor this meeting video and audio by
watching the meeting on Mediacom Cable Channel 107.2 or livestream on the city’s website at
www.ci.chanhassen.mn.us/agendas. Those who wish to provide comments during the public
hearing portion of the meeting can do so by calling 952-227-1630. Calls will be taken and heard by
the Planning Commission in the order received. Comments can also be emailed to
pccomments@ci.chanhassen.mn.us until 6:00 p.m. on the day of the meeting and will be included
as a part of the Planning Commission meeting (This is the Planning Commission’s preferred
method of public participation.)
Bob Generous
Email: bgenerous@ci.chanhassen.mn.us
Phone: 952-227-1131
(Publish in the Chanhassen Villager on April 8, 2021)
g:\plan\city code\2021\comp plan and chpt 20 amendment - ph notice to paper.docx
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Ordinance XXX: Approve a Code Amendment to Chapter 20, Zoning, Concerning Required
Number of Parking Spaces for a Shopping Center or MultiTenant Buildings
Section CONSENT AGENDA Item No: D.7.
Prepared By Sharmeen AlJaff, Senior Planner File No:
PROPOSED MOTION
"The City Council approves amending Section 201124 v. concerning shopping center parking standards to adjust
the number of required parking spaces as shown in the attached ordinance."
Approval requires a Simple Majority Vote of members present.
SUMMARY
Amend the City Code to require one parking space per 100 square feet if restaurants occupy more than 25% of a
shopping center.
BACKGROUND
On May 18, 2021, the Planning Commission held a public hearing to review this amendment. The amendment was
approved unanimously.
DISCUSSION
The City Code defines a shopping center as an integrated group of commercial establishments planned, developed and
managed as a unit, with offstreet parking facilities provided on site.
On December 1, 2015, the parking standards for shopping centers were amended. At that time, the ratio was limited
to one parking space per 200 square feet. As parcels began to redevelop, staff began receiving complaints expressing
lack of available parking spaces. Staff surveyed the uses within these shopping centers and discovered that the issue
stemmed from multiple restaurants occupying these buildings. Standalone restaurants are required to provide one
parking space per 60 square feet. The ordinance was amended to require additional parking based on the percentage
of the building occupied by restaurants. This amendment has overcompensated for the shortage by almost
quadrupling the total number of required spaces. Staff is recommending that this number be adjusted to require one
parking space per 100 square feet if restaurants occupy more than 25% of a shopping center.
RECOMMENDATION
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectOrdinance XXX: Approve a Code Amendment to Chapter 20, Zoning, Concerning RequiredNumber of Parking Spaces for a Shopping Center or MultiTenant BuildingsSectionCONSENT AGENDA Item No: D.7.Prepared By Sharmeen AlJaff, Senior Planner File No: PROPOSED MOTION"The City Council approves amending Section 201124 v. concerning shopping center parking standards to adjustthe number of required parking spaces as shown in the attached ordinance."Approval requires a Simple Majority Vote of members present.SUMMARYAmend the City Code to require one parking space per 100 square feet if restaurants occupy more than 25% of ashopping center.BACKGROUNDOn May 18, 2021, the Planning Commission held a public hearing to review this amendment. The amendment wasapproved unanimously.DISCUSSIONThe City Code defines a shopping center as an integrated group of commercial establishments planned, developed andmanaged as a unit, with offstreet parking facilities provided on site.On December 1, 2015, the parking standards for shopping centers were amended. At that time, the ratio was limitedto one parking space per 200 square feet. As parcels began to redevelop, staff began receiving complaints expressinglack of available parking spaces. Staff surveyed the uses within these shopping centers and discovered that the issuestemmed from multiple restaurants occupying these buildings. Standalone restaurants are required to provide oneparking space per 60 square feet. The ordinance was amended to require additional parking based on the percentageof the building occupied by restaurants. This amendment has overcompensated for the shortage by almostquadrupling the total number of required spaces. Staff is recommending that this number be adjusted to require oneparking space per 100 square feet if restaurants occupy more than 25% of a shopping center.
RECOMMENDATION
The City Council approves amending Section 201124 v. concerning shopping center parking standards to adjust
the number of required parking spaces as shown in the attached ordinance.
ATTACHMENTS:
Planning Commission Staff Report and Attachments dated May 18, 2021
Ordinance
PLANNING COMMISSION STAFF
REPORT
Tuesday, May 18, 2021
Subject Consider an Amendment to Chapter 20, Zoning, Concerning Required Number of Parking
Spaces for a Shopping Center or MultiTenant Buildings
Section PUBLIC HEARINGS Item No: C.1.
Prepared By Sharmeen AlJaff, Senior Planner File No:
PROPOSED MOTION:
The Chanhassen Planning Commission recommends approval of amending Section 201124 v. addressing shopping
center parking standards to adjust the number of required parking spaces as shown in the attached ordinance.
SUMMARY OF REQUEST
Amend the City Code to require one parking space per 100 square feet if restaurants occupy more than 25% of a
shopping center.
APPLICATION REGULATIONS
Section 201124. Required number of onsite parking spaces – Subsection v.
BACKGROUND
The City Code defines a shopping center as an integrated group of commercial establishments planned, developed and
managed as a unit, with offstreet parking facilities provided on site.
On December 1, 2015, the parking standards for shopping centers were amended. At that time, the ratio was limited
to one parking space per 200 square feet. As parcels began to redevelop, staff began receiving complaints expressing
lack of available parking spaces. Staff surveyed the uses within these shopping centers and discovered that the issue
stemmed from multiple restaurants occupying these buildings. Standalone restaurants are required to provide one
parking space per 60 square feet. The ordinance was amended to require additional parking based on the percentage
of the building occupied by restaurants. This amendment has overcompensated for the shortage by almost quadrupling
the total number of required spaces. Staff is recommending that this number be adjusted to require one parking space
per 100 square feet if restaurants occupy more than 25% of a shopping center.
RECOMMENDATION
Staff recommends the Planning Commission recommend approval of amending Section 201124 v. concerning
shopping center parking standards to adjust the number of required parking spaces as shown in the attached
ordinance.
PLANNING COMMISSION STAFFREPORTTuesday, May 18, 2021SubjectConsider an Amendment to Chapter 20, Zoning, Concerning Required Number of ParkingSpaces for a Shopping Center or MultiTenant BuildingsSectionPUBLIC HEARINGS Item No: C.1.Prepared By Sharmeen AlJaff, Senior Planner File No: PROPOSED MOTION:The Chanhassen Planning Commission recommends approval of amending Section 201124 v. addressing shoppingcenter parking standards to adjust the number of required parking spaces as shown in the attached ordinance.SUMMARY OF REQUESTAmend the City Code to require one parking space per 100 square feet if restaurants occupy more than 25% of ashopping center.APPLICATION REGULATIONSSection 201124. Required number of onsite parking spaces – Subsection v.BACKGROUNDThe City Code defines a shopping center as an integrated group of commercial establishments planned, developed andmanaged as a unit, with offstreet parking facilities provided on site.On December 1, 2015, the parking standards for shopping centers were amended. At that time, the ratio was limitedto one parking space per 200 square feet. As parcels began to redevelop, staff began receiving complaints expressinglack of available parking spaces. Staff surveyed the uses within these shopping centers and discovered that the issuestemmed from multiple restaurants occupying these buildings. Standalone restaurants are required to provide oneparking space per 60 square feet. The ordinance was amended to require additional parking based on the percentageof the building occupied by restaurants. This amendment has overcompensated for the shortage by almost quadruplingthe total number of required spaces. Staff is recommending that this number be adjusted to require one parking spaceper 100 square feet if restaurants occupy more than 25% of a shopping center.RECOMMENDATIONStaff recommends the Planning Commission recommend approval of amending Section 201124 v. concerning
shopping center parking standards to adjust the number of required parking spaces as shown in the attached
ordinance.
ATTACHMENTS:
Staff Report
Ordinance
CITY OT CIIAI'IHASSII'I
Chanhassen is a Community for Life - Providing for Today and planning for Tomonow
MEMORANDUM
TO:Planning Commission
FROM: Sharmeen Al-Jaff, Senior Planner
DATE: May 18.2021
SUBJ:Consider an Amendment to Chapter 20, Zoning, Conceming Required Number
ofParking Spaces for a Shopping Center
ISSUE
Parking standards for shopping centers or multi-tenant buildings.
AI{ALYSIS
The City Code defrnes a shopping center as an integrated group of commercial establishments
planned, developed and managed as a unit, with off-street parking facilities provided on site.
On December 1, 2015, the parking standards for shopping centers were amended. At that time,
the ratio was limited to one parking space per 200 square feet. As parcels began to redevelop,
staff began receiving complaints expressing lack ol available parking spaces. Staff surveyed the
uses within these shopping centers and discovered that the issue stemmed from multiple
restaurants occupying these buildings. Standalone restaurants are required to provide one
parking space per 60 square feet. The ordinance was amended to require additional parking
based on the percentage of the building occupied by restaurants. This amendment has
overcom ensated for the shortage by almost quadrupling the total number ofrequired spaces.
Staff is recommending that this number be adjusted to require one parking space per 100 square
feet ifrestaurants occupy more than 25 percent ofa shopping center.
v. Shopping center - On-site automobile parking shall be provided in a ratio ofnot less than
one parking space for each 200 square feet ofgross floor area; separate on-site spaces shall be
provided for loading and unloading. If restaurant use constitutes 25 percent or less ofthe
building gross floor area, then the shopping center parking standard shall still apply. If
restaurants constitute hve€n more than 25 and50 percent ofthe building gross square
footage, the portionofrestaurant use square footages@
flee+area ofthe building must provide one parking space per 100 square feet ofgross floor
area.
ing{q..or€
*aotage{hetl+€-previd€4 In addition, one space for each company vehicle (delivery) operating
PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110
//OO I4ARKET BOULEVARD .PO BOX I4T.CHANHASSEN .MINNESOTA 55317
Planning Commission
May 18,2021
Page2
from the premises shall be provided. The applicant shall demonstrate that the number of
employees in the restaurant will be accommodated by the required number of spaces. The
applicant shall submit a letter to the city assuring that if there is to be any increase in
employees or if there is an insuffrcient amount of parking to accommodate the restaurant uses
and its employees, the applicant agrees to provide an additional parking area, which must be
within 600 feet ofthe restaurant.
RECOMMENDATION
Staffrecommends the Planning Commission recommend approval of amending Section 20-
1124 v. conceming shopping center parking standards to adjust the number ofrequired parking
spaces as shown in the attached ordinance.
Attachment: Ordinance
glpl8n\city code\202 I \shopping csnler parliing\staff repon ' pc 5' I 8-2 I .docx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 20, ZONING, OF THE
CHANHASSEN CITY CODE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
ORDAINS:
Section 1. Section 20-1124. - Required number of on-site parking spaces – Subsection
v. of the Chanhassen City Code is amended to read as follows:
v. Shopping center - On-site automobile parking shall be provided in a ratio of not less than
one parking space for each 200 square feet of gross floor area; separate on-site spaces shall be
provided for loading and unloading. If restaurant use constitutes 25 percent or less of the
building gross floor area, then the shopping center parking standard shall still apply. If
restaurants constitute more than 25 percent of the building gross square footage, the portion of
restaurant use square footages of the building must provide one parking space per 100 square
feet of gross floor area. In addition, one space for each company vehicle (delivery) operating
from the premises shall be provided. The applicant shall demonstrate that the number of
employees in the restaurant will be accommodated by the required number of spaces. The
applicant shall submit a letter to the city assuring that if there is to be any increase in
employees or if there is an insufficient amount of parking to accommodate the restaurant uses
and its employees, the applicant agrees to provide an additional parking area, which must be
within 600 feet of the restaurant.
Section 2. This ordinance shall be effective immediately upon its passage and
publication.
PASSED AND ADOPTED this xx day of xxxx, 2021 by the City Council of the City of
Chanhassen, Minnesota.
Laurie Hokkanen, City Manager Elise Ryan, Mayor
(Ordinance XXX published in the Chanhassen Villager on xxx xx, 2021)
g:\plan\city code\2021\shopping center parking\ordinance - pc 5-18-21.docx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 20, ZONING, OF THE
CHANHASSEN CITY CODE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
ORDAINS:
Section 1. Section 20-1124. - Required number of on-site parking spaces – Subsection
v. of the Chanhassen City Code is amended to read as follows:
v. Shopping center - On-site automobile parking shall be provided in a ratio of not less than
one parking space for each 200 square feet of gross floor area; separate on-site spaces shall be
provided for loading and unloading. If restaurant use constitutes 25 percent or less of the
building gross floor area, then the shopping center parking standard shall still apply. If
restaurants constitute more than 25 percent of the building gross square footage, the portion of
restaurant use square footages of the building must provide one parking space per 100 square
feet of gross floor area. In addition, one space for each company vehicle (delivery) operating
from the premises shall be provided. The applicant shall demonstrate that the number of
employees in the restaurant will be accommodated by the required number of spaces. The
applicant shall submit a letter to the city assuring that if there is to be any increase in
employees or if there is an insufficient amount of parking to accommodate the restaurant uses
and its employees, the applicant agrees to provide an additional parking area, which must be
within 600 feet of the restaurant.
Section 2. This ordinance shall be effective immediately upon its passage and
publication.
PASSED AND ADOPTED this xx day of xxxx, 2021 by the City Council of the City of
Chanhassen, Minnesota.
Laurie Hokkanen, City Manager Elise Ryan, Mayor
(Ordinance XXX published in the Chanhassen Villager on xxx xx, 2021)
g:\plan\city code\2021\shopping center parking\ordinance - pc 5-18-21.docx
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Authorize Annual Pavement Evaluation Services
Section CONSENT AGENDA Item No: D.8.
Prepared By Charlie Howley, Public Works
Director/City Engineer
File No: PW425
PROPOSED MOTION
“The City Council authorizes entering into a contract with WSB for annual pavement inspection and rating services.”
Approval requires a Simple Majority Vote of members present.
SUMMARY
Supported Strategic Priorities
Asset Management
Financial Sustainability
Operational Excellence
The City annually inspects and rates the overall condition index (OCI) of our bituminous paved streets and trails. The
City is broken down into three areas, meaning each area of the city is inspected and rated every third year (see
attached map). Area three is the planned area for 2021.
This year staff is also proposing to add parking lots to the list of inspections and ratings. These have not been done in the
past and therefore we don't have any specific engineering data (condition data) on our parking lots. As we move toward
improved Asset Management and Financial Planning as Strategic Priorities, it's important that we include these areas into
the scope.
Our fiveyear Capital Improvement Pavement Management Plan is reviewed annually based on the results of these
pavement inspections and reporting. We then can plan to support our accepted level of service for our streets, trails and
parking lots which falls under the Operational Excellence Strategic Priority.
WSB provided a proposal (see attached). Their proposed fee is $23,319. To account for minor changes in scope,
it's prudent to add approximately 10% and contract for a nottoexceed amount of $26,000. In comparison, last year
their fee was $27,888, so we're getting a good bargain this year.
Funding for this service comes from our Pavement Maintenance Fund.
DISCUSSION
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectAuthorize Annual Pavement Evaluation ServicesSectionCONSENT AGENDA Item No: D.8.Prepared By Charlie Howley, Public WorksDirector/City Engineer File No: PW425PROPOSED MOTION“The City Council authorizes entering into a contract with WSB for annual pavement inspection and rating services.”Approval requires a Simple Majority Vote of members present.SUMMARYSupported Strategic PrioritiesAsset ManagementFinancial SustainabilityOperational ExcellenceThe City annually inspects and rates the overall condition index (OCI) of our bituminous paved streets and trails. TheCity is broken down into three areas, meaning each area of the city is inspected and rated every third year (seeattached map). Area three is the planned area for 2021.This year staff is also proposing to add parking lots to the list of inspections and ratings. These have not been done in thepast and therefore we don't have any specific engineering data (condition data) on our parking lots. As we move towardimproved Asset Management and Financial Planning as Strategic Priorities, it's important that we include these areas intothe scope.Our fiveyear Capital Improvement Pavement Management Plan is reviewed annually based on the results of thesepavement inspections and reporting. We then can plan to support our accepted level of service for our streets, trails andparking lots which falls under the Operational Excellence Strategic Priority.WSB provided a proposal (see attached). Their proposed fee is $23,319. To account for minor changes in scope,it's prudent to add approximately 10% and contract for a nottoexceed amount of $26,000. In comparison, last yeartheir fee was $27,888, so we're getting a good bargain this year.Funding for this service comes from our Pavement Maintenance Fund.
DISCUSSION
WSB has performed these services for the city since 2013. It is generally good practice to maintain consistent
inspection and rating personnel and technique for continuity of data collection and analysis. WSB has provided fair,
responsive and quality work for the city performing these services and there is no compelling reason to shop around
for a different consultant.
RECOMMENDATION
Staff recommends authorizing the contract with WSB for pavement inspection and ratings services for a nottoexceed
fee of $26,000.
ATTACHMENTS:
Pavement survey areas
City standard contract
WSB proposal
Lake
Virginia
Christmas
Lake
Lotus Lake
Brendan
Pond
Lake
Harrison
Kerber Pond
Lake Susan Rice Marsh
Lake
Lake Riley
Rice Lake
Lake St. Joe
Lake
Minnewashta
Lake Ann
Lake Lucy
ST18
ST15
ST17
ST14
ST61
SA5
SA7
SA41
SA5
SA101
SA5
SA41
Minnewashta
Regional Park
North Lotus
Lake Park
Meadow
Green Park
Lake Ann Park
Chanhassen
Pond Park
Chanhassen
Nature
Preserve
Chanhassen
Recreation Center
Lake
Susan
Park
Rice Marsh
Lake Preserve
Power
Hill Park
Fox Woods
Preserve
Bandimere
Community
Park
Bluff Creek
Golf Course
Hesse Farm
Park Preserve
Lake
Susan
Preserve
Raguet Wildlife
Management Are
MN Valley
National
Wildlife Re
MN Landscape
Arboretum
Seminary Fen
Scientific
& Nat*
Bluff Creek
Preserve
Independent
School
District 11
Independent
School
District 112
Independent
School
District 276
Riley
Ridge
Park
Lake Ann Park
Preserve
)212
Lake Lucy Rd
AudubonRdGreatPl
ai
nsBlvdPowersBlvdLyman Blvd Chanhassen RdArboretumBlvdHazeltine BlvdPioneer Trl
Hwy 2 1 2
Hwy 212MarketBlvdGalpinBlvdHwy7Powers BlvdFl yi ng CloudDr
Ar
b
o
r
e
t
u
m
B
l
v
d
Co Rd
101
ST101
ST101
GH117
Date Created: 5/10/2021
Document Path: K:\Departments\Engineering\Pavement\PavementSurveyAreas.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000
Feet
0 0.5
Mile
Annual Pavement Survey Area
City of Chanhassen
Legend
Local Streets
Area 1
Area 2
Area 3
Area 1
Area 2
Area 3
Other Highways/Roads
US Highway
MN Highway
County Road
Private Road
Parking Lots
2 1
3
1 41.7 13 10
2 38 20.9 9
3 35.2 30.4 10
AreaRoad MilesTrail Miles# of Parking Lots
1
201749v1
PROFESSIONAL SERVICES AGREEMENT
AGREEMENT made this ________ day of ___________________, 20__, by and between
the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and
__________________________________________ "Consultant").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Consultant for_____________________.
2. CONTRACT DOCUMENTS. The following documents shall be referred to as the
"Contract Documents," all of which shall be taken together as a whole as the contract between the
parties as if they were set verbatim and in full herein:
A. This Professional Services Agreement;
B. Request for quote – __________________ dated ______, 20___;
C. Insurance Certificate;
D. Consultant’s ______, 20___ proposal for___________________
(“Proposal”).
In the event of conflict among the provisions of the Contract Documents, the order in which they are
listed above shall control in resolving any such conflicts, with Contract Document “A” having the
first priority and Contract Document “D” having the last priority.
3. COMPENSATION. Consultant shall be paid by the City for the services described
in the Proposal a not to exceed fee of __________________ Dollars ($_____, inclusive of expenses.
Services performed directly by Consultant shall be paid at an hourly rate in accordance with the
Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted
if the estimated hours to perform a task, the number of required meetings, or any other estimate or
assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be
made by the City within thirty-five (35) days of receipt of an invoice.
4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and
information generated in connection with performance of this Agreement shall be the property of
the City. The City may use the information for its purposes.
5. CHANGE ORDERS. All change orders, regardless of amount, must be approved
in advance and in writing by the City. No payment will be due or made for work done in advance
of such approval.
2
201749v1
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of services to be provided.
7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill,
and diligence in the performance of the services as is ordinarily possessed and exercised by a
professional consultant under similar circumstances. No other warranty, expressed or implied, is
included in this Agreement. City shall not be responsible for discovering deficien cies in the
accuracy of Consultant’s services.
8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its
officers, agents, and employees, of and from any and all claims, demands, actions, causes of action,
including costs and attorney's fees, arising out of or by reason of the execution or performance of the
services provided for herein and further agrees to defend at its sole cost and expense any action or
proceeding commenced for the purpose of asserting any claim of whatsoever character arising
hereunder.
9. INSURANCE. Consultant shall secure and maintain such insurance as will protect
Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims
for bodily injury, death, or property damage which may arise from the performance of services under
this Agreement. Such insurance shall be written for amounts not less than:
Commercial General Liability $2,000,000 each occurrence/aggregate
Automobile Liability $2,000,000 combined single limit
Professional Liability $2,000,000 each occurrence/aggregate
The City shall be named as an additional insured on the general liability policy on a primary and non-
contributory basis. Before commencing work, the Consultant shall provide the City a certificate of
insurance evidencing the required insurance coverage in a form acceptable to City.
10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an
independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not
an employee of the City and is free to contract with other entities as provided herein. Consultant shall
be responsible for selecting the means and methods of performing the work. Consultant shall furnish
any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this
Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent
that Consultant or any of Consultant's agents or employees are in any manner agents or employees of
the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own
FICA payments, workers compensation payments, unemployment compensation payments,
withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are
required to be paid by law or regulation.
3
201749v1
11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Consultant shall
comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed
services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from
City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of
a month to subcontractors on any undisputed amount not paid on time to subcontractors. The
minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars
($100.00) or more is Ten Dollars ($10.00).
12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and
construed in accordance with the laws of the State of Minnesota. In the event of litigation, the
exclusive venue shall be in the District Court of the State of Minnesota for Carver County
Minnesota.
13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this
Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were
a government entity. In the event Consultant receives a request to release data, Consultant must
immediately notify City. City will give Consultant instructions concerning the release of the data to
the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from
Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
14. COPYRIGHT. Consultant shall defend actions or claims charging infringement
of any copyright or software license by reason of the use or adoption of any software, designs,
drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage
resulting therefrom.
15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract
requires, or the Consultant desires, the use of any design, devise, material or process covered by
letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by
suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed
with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and
hold harmless the City from any and all claims for infringement by reason of the use of any such
patented designed, device, material or process, or any trademark or trade name or copyright in
connection with the services agreed to be performed under the Contract, and shall indemnify and
defend the City for any costs, liability, expenses and attorney's fees that result from any such
infringement.
4
201749v1
16. RECORDS. Consultant shall maintain complete and accurate records of hours
worked and expenses involved in the performance of services.
17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising
herein, without the written consent of the other party.
18. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof, as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
20. TERMINATION. This Agreement may be terminated by the City for any reason
or for convenience upon written notice to the Consultant. In the event of termination, the City shall
be obligated to the Consultant for payment of amounts due and owing including pa yment for
services performed or furnished to the date and time of termination.
Dated: _______________, 20__. CITY OF CHANHASSEN
BY: _____________________________________________
Elise Ryan, Mayor
BY: _____________________________________________
Laurie Hokkanen, City Manager
Dated: _______________, 20__. _______________________
BY: _____________________________________________
Its
701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM April 13, 2021
Mr. Charlie Howley
Public Works Director / City Engineer
City of Chanhassen
1591 Park Road
Chanhassen, MN 55317
Re: Cartegraph OMS Pavement Management Work Plan
City of Chanhassen, MN
Dear Mr. Howley:
I am pleased to submit this work plan on behalf of WSB to continue to implement the City of
Chanhassen’s pavement management system. WSB staff will continue working closely with the
City personnel in completing the pavement inspections.
Cost Summary
It is proposed that this project be billed hourly on a cost not to exceed basis, with total cost
(excluding Task 4, Extra Services) not exceeding $23,319. If you agree with the terms as outlined
in this proposal, please sign where indicated below and return a copy to our office.
The following tasks will be completed as part of this work plan:
1. Data Collection Cost: $2,043
WSB personnel will make necessary updates to the pavement management database
using the Cartegraph OMS software. WSB will deploy data to field iPads for use in
detailed field inspections.
2. Detailed Inspections of City
a. Streets Cost: $9,600
WSB personnel will work with the City personnel to identify the bituminous pavement
segments to be rated in 2021. WSB personnel will rate these pavement segments of
approximately 40 miles. The rating process consists of viewing the segment condition
on the ground, recording information on the distresses and inputting the distress data
into the Cartegraph OMS database. Cartegraph OMS uses the research and distress
information developed by the U.S. Army Corps of Engineers standards to determine
an Overall Condition Index (OCI) for all segments. WSB will perform Quality
Assurance/Quality Control (QA/QC) on the inspection results.
Mr. Howley
April 13, 2021
Page 2
b. Trails Cost: $4,500
WSB staff will work with Chanhassen staff to identify the trail pavement sections to
be rated in 2021. WSB staff will walk and rate these 37.5 miles of pavement. Utilizing
the GIS base map, trail construction history and maintenance information provided by
the City. Once this is complete the GIS data will be integrated into Cartegraph.
c. Parking Lots Cost: $5,040
WSB staff will work with Chanhassen staff to identify the 28 parking lots to be rated in
2021. WSB will assess each of the 28 parking lots by walking and applying a rating in
Cartegraph. The rating process consists of performing distress surveys on each
parking lot, documenting distress numbers and severity, providing quality control of
the data and inputting the data into the pavement database.
3. Inspection Summary of City Pavement Cost: $2,136
WSB personnel will author a memo summarizing the conditions of all the City streets in
2020. City streets that are not inspected in 2021 will have an estimated OCI based on the
last inspected OCI and degradation curve. WSB personnel will provide a map showing
the conditions of all the City streets. WSB will also provide a spreadsheet which shows
the OCI values that have changed by more than 5 points with no explanation (i.e.
maintenance performed) since the last inspection cycle. If the City would like a map of
these outliers this can be done as an extra service as shown below in “Extra Services”
Project Timeline
Data Collection Completed By ................................................................................. August 1, 2021
Detailed Inspection of City Pavement Completed By .............................................. October 1, 2021
Inspection Summary of City Pavement Completed By .......................................... October 15, 2021
The following are extra services that can be provided to the City upon request at additional costs
as summarized below.
4. Extra Services
Update Dimensions of City Streets Cost: $4,480
• WSB will measure the length and width of each street segment within the 2020
inspection zone, from centerline of the pavement, end of segment to end of segment
with criteria established with input from the City. WSB will verify the dimensions in the
existing Cartegraph OMS database and revise and update the dimensions based on
the field measurements.
Summarize Conditions of City Streets (Outliers) Cost: $2,280
• WSB will provide updates to the City including any neighborhoods that exhibit drastic
changes in condition since the last inspection (2018) for that inspection zone. WSB
will include a map highlighting those neighborhoods and schedule a meeting to
present the findings.
Mr. Howley
April 13, 2021
Page 3
Perform Budget Analysis Cost: $5,180
• WSB will work closely with City personnel to modify the existing maintenance
protocol and unit pricing for each maintenance activity in the Cartegraph OMS. WSB
will work with City personnel to develop different budget scenarios (3 OCI driven and
3 budget driven) within the Cartegraph OMS system that can most accurately
represent the City’s pavement management and how modifications can be integrated
to optimize the existing system.
Update Maintenance History of the City Streets Cost: $2,672
• WSB will work closely with City personnel to update the maintenance history for the
past five years (2016-2020) as well 2021 projects.
On Call Pavement Management Support Cost: $120/Hour
• WSB will provide on call, hourly support for tasks related to this pavement
management project that may not be covered in the extra services above. These
tasks as requested by the City will be billed hourly and can include things like
assisting with Cartegraph, exporting of data, summarizing OCI values, etc.
Thank you for this opportunity to continue to develop the City of Chanhassen’s pavement
management system. I am confident that the level of service on this project will meet or exceed
your expectations. If you should have any questions regarding this proposal, please contact me at
218.341.3614.
Sincerely,
WSB
Matthew Indihar, PE
Pavement/Materials Specialist
ACCEPTED BY:
City of Chanhassen
By:
Title:
Date:
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Resolution 2021XX: Authorize Water Meter Replacements
Section CONSENT AGENDA Item No: D.9.
Prepared By Charlie Howley, Public Works
Director/City Engineer & Kelly Strey,
Finance Director
File No: n/a
PROPOSED MOTION
“The City Council Authorizes Ferguson Waterworks to proactively replace all remaining R450 radios and non
Neptune residential water meters within the timeframe remaining in the current Agreement, including all duties needed
to administer the replacement program.”
Approval requires a Simple Majority Vote of members present.
SUMMARY
Based on discussions held at the Council workshop earlier this evening, the City Council is asked to consider
approving a Resolution to authorize Ferguson Waterworks to complete the water meter replacement program
identified in the April 13, 2020 Settlement Agreement.
RECOMMENDATION
Staff recommends City Council approval of the Resolution.
ATTACHMENTS:
Resolution
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 24, 2021 RESOLUTION NO: 2021-XX
MOTION BY: SECONDED BY:
A RESOLUTION CALLING FOR AUTHORIZATION OF FERGUSON
WATERWORKS TO PERFORM RESIDENTIAL WATER METER AND RADIO
REPLACEMENTS
WHEREAS, on April 13, 2020, the City of Chanhassen and Ferguson Waterworks
entered into a Settlement Agreement (“Agreement”) for a Water Meter Replacement Project; and
WHEREAS, as part of that Agreement, pricing for both materials and installation are
guaranteed for a period of three years; and for each year thereafter, the pricing will increase
annually per the Consumer Price Index noted in the Agreement; and
WHEREAS, existing water meters radios are continuing to sporadically lose the ability
to communicate automatically and accurately read usage; and
WHEREAS, it was originally contemplated to utilize City staff for the majority of water
meter and radio replacements over an extended period of time; and
WHEREAS, the COVID-19 Pandemic resulted in the City temporarily halting all in-
person services, including water meter/radio replacements; and
WHEREAS, dedicating City staff for water meter replacements inhibits the ability to
efficiently manage other utility operational needs; and
WHEREAS, per the Agreement, the City can utilize Ferguson for the replacements, and
Ferguson has the ability and desire to perform such replacements; and
WHEREAS, utilizing the services of Ferguson for the replacements provides both
financial and customer service benefits.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of
Chanhassen, Minnesota, that:
The City Council authorizes Ferguson Waterworks to proactively replace all remaining
R450 radios and non-Neptune residential water meters within the timeframe remaining in
the current Agreement, including all duties needed to administer the replacement program
Passed and adopted by the Chanhassen City Council this 24th day of May, 2021.
ATTEST:
Laurie Hokkanen, City Manager Elise Ryan, Mayor
YES NO ABSENT
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Resolution 2021XX: Accept 2021 Community Events Sponsorship Donations from Area
Businesses
Section CONSENT AGENDA Item No: D.10.
Prepared By Priya Tandon, Recreation Supervisor File No:
PROPOSED MOTION
The City Council adopts a resolution accepting donations totaling $16,573.69 from area businesses for the 2021
Community Events Sponsorship Program. Furthermore, staff is directed to prepare correspondence thanking each
business for their generous contribution.
Approval requires a Simple Majority Vote of members present.
BACKGROUND
Each year, the City of Chanhassen presents four community events: February Festival, the Easter Egg Candy Hunt, 4th
of July Celebration, and the Halloween Party. These events have been longstanding traditions in our community. To
date, $16,573.69 has been donated to the 2021 Community Events Sponsorship Program in increments of $500 or
more. Numerous smaller donations have also been received, bringing the total amount contributed to $17,730.69 to
date. All donations exceeding $500 must be approved by the City Council.
The number of contributions to the 2021 Community Events Sponsorship Program is fewer than contributions in
previous years. Due to the impact of COVID19 on community events in 2020, all 2020 Community Events Sponsors
generously agreed to apply their donations to fund both modified programs in 2020 as well as community events in
2021. The total value of contributions to the 2020 Community Events Sponsorship Program was $45,921.43.
The generosity and civic pride of our business community is one of the many reasons why Chanhassen is a great place
to live and raise a family. All of the community events are made possible through generous donations from the local
business community.
RECOMMENDATION
It is staff's recommendation that the City Council adopt the attached resolution accepting donations
totaling $16,573.69 from area businesses to offset costs associated with the community events.
ATTACHMENTS:
Resolution
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 24, 2021 RESOLUTION NO: 2021-XX
MOTION BY: SECONDED BY:
A RESOLUTION ACCEPTING DONATIONS FOR THE
2021 COMMUNITY EVENTS SPONSORSHIP PROGRAM
WHEREAS, each year the city presents four community events: February Festival, Easter
Egg Candy Hunt, 4th of July Celebration, and Halloween Party.
NOW, THEREFORE, BE IT RESOLVED THAT THE CHANHASSEN CITY
COUNCIL hereby accepts the following donations to help offset the costs of these events:
Business Name Donation
Retail Tech Inc. $3,500.00
Emerson $3,000.00
Charter Bank $1,500.00
Merlin’s Ace Hardware $1,073.69
Lunds & Byerlys Chanhassen $1,000.00
Eden Trace Corp. $1,000.00
Chanhassen American Legion Post 580 $1,000.00
The Garden By The Woods $1,000.00
The Mustard Seed Landscaping & Garden Center $1,000.00
kiddywampus $1,000.00
Waytek $ 500.00
Power Systems $ 500.00
Roberts Automatic Products $ 500.00
TOTAL DONATIONS $16,573.69
BE IT FURTHER RESOLVED that staff is directed to prepare correspondence thanking
each business for their generous contributions.
Passed and adopted by the Chanhassen City Council this 24th day of May, 2021.
ATTEST:
Laurie Hokkanen, City Manager Elise Ryan, Mayor
2
YES NO ABSENT
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Resolution 2021XX: Accept Donation of Equipment (EleGARD) from the Chanhassen Relief
Associaiton
Section CONSENT AGENDA Item No: D.11.
Prepared By Don Johnson, Fire Chief File No:
PROPOSED MOTION
"The City Council Accepts Donation of Equipment Purchased by the Chanhassen Relief Association for response to
the community."
Approval requires a Simple Majority Vote of members present.
SUMMARY
The Chanhassen Relief Association, using fundraising monies, purchased a medical device (EleGARD) and has
donated it to the City of Chanhassen for use on calls for service in the community.
BACKGROUND
The Chanhassen Fire Department responds to incidents involving cardiac arrest on a regular basis within the city.
Specialized equipment has been purchased to ensure the best outcomes possible for these types of incidents.
The LUCAS device is a battery operated device placed on a pulseless patient and provides continuous, preprogrammed
compressions in compliance with medical direction for cadence and compression depth. The fire department currently
has (2) Lucas devices with (1) device purchased by the Chanhassen Relief Association and (1) purchased by the City
using CIP funds.
The recently purchased and donated equipment (EleGARD) complements the LUCAS device by working in unison
with the compressions and slowly raising the patient's head to preprogrammed angle during the CPR cycles. This
procedure provides circulation of oxygenated blood to the brain and has dramatically improved neurological outcomes
on patients who survive cardiac arrest.
The Chanhassen Relief Association, a 501.4c, fundraises within the business and residential community on an annual
basis. The group has a longstanding history of responsibly using some of those funds to purchase equipment used by
the department for community response. The EleGARD device is emerging technology and was not scheduled within
the current CIP budget. Chief White approached the Relief Association with a formal request to fund the project
which was unanimously approved by the members.
RECOMMENDATION
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectResolution 2021XX: Accept Donation of Equipment (EleGARD) from the Chanhassen ReliefAssociaitonSectionCONSENT AGENDA Item No: D.11.Prepared By Don Johnson, Fire Chief File No: PROPOSED MOTION"The City Council Accepts Donation of Equipment Purchased by the Chanhassen Relief Association for response tothe community."Approval requires a Simple Majority Vote of members present.SUMMARYThe Chanhassen Relief Association, using fundraising monies, purchased a medical device (EleGARD) and hasdonated it to the City of Chanhassen for use on calls for service in the community. BACKGROUNDThe Chanhassen Fire Department responds to incidents involving cardiac arrest on a regular basis within the city. Specialized equipment has been purchased to ensure the best outcomes possible for these types of incidents. The LUCAS device is a battery operated device placed on a pulseless patient and provides continuous, preprogrammedcompressions in compliance with medical direction for cadence and compression depth. The fire department currentlyhas (2) Lucas devices with (1) device purchased by the Chanhassen Relief Association and (1) purchased by the Cityusing CIP funds.The recently purchased and donated equipment (EleGARD) complements the LUCAS device by working in unisonwith the compressions and slowly raising the patient's head to preprogrammed angle during the CPR cycles. Thisprocedure provides circulation of oxygenated blood to the brain and has dramatically improved neurological outcomeson patients who survive cardiac arrest. The Chanhassen Relief Association, a 501.4c, fundraises within the business and residential community on an annualbasis. The group has a longstanding history of responsibly using some of those funds to purchase equipment used bythe department for community response. The EleGARD device is emerging technology and was not scheduled withinthe current CIP budget. Chief White approached the Relief Association with a formal request to fund the projectwhich was unanimously approved by the members.
RECOMMENDATION
Staff recommends City Council accept the donation of equipment from the Chanhassen Relief Association.
ATTACHMENTS:
Resolution
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 24, 2021 RESOLUTION NO: 2021-XX___
MOTION BY: SECONDED BY:
A RESOLUTION ACCEPTING A DONATION OF EleGARD EQUIPMENT FROM THE
CHANHASSEN RELIEF ASSOCIATION
WHEREAS, the Chanhassen Fire Department responds to incidents involving cardiac
arrest on a regular basis within the city. Specialized equipment has been purchased to ensure the
best outcomes possible for these types of incidents, and
WHEREAS, the LUCAS device is a battery operated device placed on a pulseless patient
and provides continuous, pre-programmed compressions in compliance with medical direction for
cadence and compression depth. The fire department currently has (2) Lucas devices with (1)
device purchased by the Chanhassen Relief Association and (1) purchased by the City using CIP
funds, and
WHEREAS, the recently purchased and donated EleGARD equipment complements the
LUCAS device by working in unison with the compressions and slowly raising the patient's head to
pre-programmed angle during the CPR cycles. This procedure provides circulation of oxygenated
blood to the brain and has dramatically improved neurological outcomes on patients who survive
cardiac arrest, and
WHEREAS, the Chanhassen Relief Association, a 501.4c, fundraises within the business
and residential community on an annual basis. The group has a longstanding history of responsibly
using some of those funds to purchase equipment used by the department for community response,
and
WHEREAS, the EleGARD device is emerging technology and was not scheduled within
the current CIP budget, and
WHEREAS, Chief White approached the Relief Association with a formal request to fund
the project which was unanimously approved by the members.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
accepts the donation of EleGARD equipment from the Chanhassen Relief Association.
BE IT FURTHER RESOLVED that city staff is hereby directed to prepare a letter of
thanks to them for their donation.
Passed and adopted by the Chanhassen City Council this 24th day of May, 2021.
ATTEST:
Laurie Hokkanen, City Manager Elise Ryan, Mayor
YES NO ABSENT
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Approve Contract with Envisio
Section CONSENT AGENDA Item No: D.12.
Prepared By Laurie Hokkanen, City Manager File No:
PROPOSED MOTION
The City Council authorizes the City Manager to enter into a threeyear contract with Envisio for Strategic Planning
software.
Approval requires a Simple Majority Vote of members present.
SUMMARY
The City is in the midst of implementing the newly adopted Strategic Plan, and has a need for a tool to manage
implementation as well as to track and improve performance and communicate results.
BACKGROUND
During the development of the 20212024 Strategic Plan, there was great emphasis on the desire for the plan to be a
living document and guiding plan and not just "sit on the shelf." As staff worked with consultant Craig Rapp on next
steps for implementation, we learned about a software program that many clients use to manage implementation and
reporting, Envisio.
At the same time, as we promoted the adoption of the new plan, we received inquires from residents about whether
we would be implementing any dashboards or scorecards for accountability.
DISCUSSION
Highlights of the software's features and capabilities:
Analytics: performance analytics allow us to align performance measures with strategic priorities, report on
progress, and use data to inform decisions
Dashboards: Enable us to use data and progress updates to tell the story to external stakeholders. Build trust
and manage expectations via customizable dashboards for each plan or department to inform staff, partners,
and the community
Other Minnesota clients of Envisio include Maplewood, Minnetonka, Blaine, St. Cloud, Mankato, Coon Rapids,
Brooklyn Center, Lakeville, and Woodbury.
The annual cost for the software is $20,000. The implementation fee is reduced to $5,000 with a threeyear contract.
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectApprove Contract with EnvisioSectionCONSENT AGENDA Item No: D.12.Prepared By Laurie Hokkanen, City Manager File No: PROPOSED MOTIONThe City Council authorizes the City Manager to enter into a threeyear contract with Envisio for Strategic Planningsoftware. Approval requires a Simple Majority Vote of members present.SUMMARYThe City is in the midst of implementing the newly adopted Strategic Plan, and has a need for a tool to manageimplementation as well as to track and improve performance and communicate results.BACKGROUNDDuring the development of the 20212024 Strategic Plan, there was great emphasis on the desire for the plan to be aliving document and guiding plan and not just "sit on the shelf." As staff worked with consultant Craig Rapp on nextsteps for implementation, we learned about a software program that many clients use to manage implementation andreporting, Envisio. At the same time, as we promoted the adoption of the new plan, we received inquires from residents about whetherwe would be implementing any dashboards or scorecards for accountability.DISCUSSIONHighlights of the software's features and capabilities:Analytics: performance analytics allow us to align performance measures with strategic priorities, report onprogress, and use data to inform decisionsDashboards: Enable us to use data and progress updates to tell the story to external stakeholders. Build trustand manage expectations via customizable dashboards for each plan or department to inform staff, partners,and the communityOther Minnesota clients of Envisio include Maplewood, Minnetonka, Blaine, St. Cloud, Mankato, Coon Rapids,Brooklyn Center, Lakeville, and Woodbury.
The annual cost for the software is $20,000. The implementation fee is reduced to $5,000 with a threeyear contract.
Learn more about Envisio at: https://envisio.com/.
RECOMMENDATION
Staff is recommending moving forward with Envisio, using ARPA funds. The threeyear contract coincides nicely with
the funding availability and the term of the Strategic Plan.
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Resolution 2021XX: Authority to Make Electronic Funds Transfers
Section CONSENT AGENDA Item No: D.13.
Prepared By Kelly Strey, Finance Director File No:
PROPOSED MOTION
"The City Council adopts a resolution delegating authority to the City's Finance Director to make electronic funds
transfers for the current year effective until the first organizational meeting in 2022."
Approval requires a Simple Majority Vote of members present.
BACKGROUND
Minnesota Statute 471.38 Subd. 3a requires that the city shall annually delegate the authority to make electronic funds
transfers to a designated business administrator or chief financial officer or the officer's designee. This is an annual
designation that is effective for the current year and is effective until the first organizational meeting in January 2022.
RECOMMENDATION
Staff recommends the City Council adopt a resolution delegating authority to the City's Finance Director to make
electronic funds transfers.
ATTACHMENTS:
Resolution
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 24, 2021 RESOLUTION NO: 2021-XX
MOTION BY: SECONDED BY:
RESOLUTION
WHEREAS, in accordance with Minnesota Statue 471.38, the City Council shall
delegate authority to the City’s Finance Director to make electronic funds transfers; and
WHEREAS, the disbursing bank will receive a copy of the annual delegation of
authority; and
WHEREAS, the documentation of each electronic funds transfer will include the
identification of the initiator, evidence of approval by an authorized party, electronic or written
confirmation of each transaction within one business day; and
WHEREAS, electronic disbursement payments shall be processed through the accounts
payable procedures; and
WHEREAS, all electronic transfer transactions shall be included in council packets
provided to the city council.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of
Chanhassen, Minnesota, as follows:
The City Council delegates authority to the City's Finance Director to make electronic funds
transfers for the current year effective until the first organizational meeting in 2022
Passed and adopted by the Chanhassen City Council this 24 day of May, 2021.
ATTEST:
Laurie Hokkanen, City Manager Elise Ryan, Mayor
YES NO ABSENT
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Law Enforcement Update
Section FIRE DEPARTMENT/LAW
ENFORCEMENT UPDATE
Item No: F.1.
Prepared By Lt. Lance Pearce, CCSO File No:
ATTACHMENTS:
Cover memo
Monthly breakdown
Monthly report
NIBRS codes
Call trends
Page 1
Memo
TO: Mayor Ryan and Chanhassen City Council Members
FROM: Lieutenant Lance Pearce
DATE: May 13, 2021
RE: Law Enforcement Update
Attached are the agenda items for the City of Chanhassen council meeting May 24,
2021, for your review and consideration.
1. Carver County Sheriff’s Office City of Chanhassen April 2021 Calls for Service
Summary; Group A, Group B, Non-Criminal, Traffic and Administrative.
2. Carver County Sheriff’s Office City of Chanhassen April 2021 Arrest Summary.
3. Carver County Sheriff’s Office City of Chanhassen April 2021 Citation Summary.
4. April 2021 monthly breakdown
5. 2019-2021 Call trends
6. Staffing update: One vacancy in the contract (SRO) and one patrol assignment
7. Training update: Rifle Qualification
Lieutenant
Chanhassen Office
April 2021
Carver County Sheriff’s Office
City of Chanhassen
Call for Service
Total Patrol Activity=749
58
4
374
313
Felony Misdemeanor Non Criminal Traffic
April 2021
Types of Calls
CFS=749
0
5
10
15
20
25
30
35
40
45
50
Felony Assault Felony Theft Drug Felony Other
April 2021
Group A
0
10
20
30
40
50
60
70
80 April 2021
Non Criminal
19
202
31
38
Driving Complaint
Traffic Stops
Crashes
Citations
2019-2021 Call Trends
Carver County Sheriff’s Office
City of Chanhassen
0
1
2
3
4
5
6
7
8
9
10
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Domestics by Month
2019 Domestics by Month 2020 Domestics by Month 2021 Domestics by Month
0
1
2
3
4
5
6
7
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Domestic Assault by Month
2019 Domestic Assault by Month 2020 Domestic Assault by Month
2021 Domestic Assault by Month
0
5
10
15
20
25
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Mental Health by Month
2019 Mental Health by Month 2020 Mental Health by Month
2021 Mental Health by Month
0
10
20
30
40
50
60
70
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Fraud/ Theft by Month
2019 Fraud/ Theft by Month 2020 Fraud/ Theft by Month
2021 Fraud/ Theft by Month
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Fire Department Update
Section FIRE DEPARTMENT/LAW
ENFORCEMENT UPDATE
Item No: F.2.
Prepared By Don Johnson, Fire Chief File No:
SUMMARY
Monthly fire department update with response data from April.
ATTACHMENTS:
Narrative
Monthly Tables and Graphs
TO: Laurie Hokkanen, City Manager
FROM: Don Johnson, Fire Chief
DATE: May 24, 2021
SUBJ: Monthly Fire Department Update
Fire Department Staffing
Department staffing is at 40 paid on-call firefighters. After a comprehensive hiring process,
Firefighters Cody Pribble and Alyssa Ulrich were promoted to Fire Captain effective May 1. I
will plan on bringing both to next month’s council meeting to be sworn in.
Fire Department Response
The fire department responded to (78) calls for service in April. Call Breakdown for the month:
5 Chief Only
14 Day Only
41 Duty Crew
18 General Alarms
Significant calls included the following:
(54) Rescue/EMS calls with (5) motor vehicle accidents.
(2) Fire Responses
o Mutual Aid to Chaska
o A car fire on Hwy 212
(3) citizen complaints for burning
Other Activities
Assist to Loretto and Carver Fire this month with fireground Incident Command Certifications.
We started with some Community Risk Reduction visits with a local Cub Scout troop that came to
the station, as well as, a fire engine visit to Riley Crossing Daycare.
The Leadership team made final steps to update and adopt a new Mission, Vision, and Value
statements for the fire department. Those will be forward facing soon beginning with an update to
our website.
Laurie Hokkanen
Fire Department Update
Page 2
Fire Training
Assistant Chief(s) Nutter and White, Firefighter Fatturi, and I completed a 14 hour
certification program sponsored by the University of Southern Florida on Diversity, Equity,
and Inclusion. The coursework will assist in progressing many areas of the fire department
and involve systematic reviews of policies, job descriptions, recruitment, and promotional
processes.
Department training focused on auto extrication training which is conducted off site at
Shakopee Towing. We are fortunate to partner with them as they are responsive to our
requests for vehicles and scene placement for real time scenario training.
Working with Park and Recreation to schedule Hands Only CPR for summer interns
Fire Marshal Council Update
Plan review completed for new Senior Living Powers Ridge Apartments
Inspections for large tenant remodel Eaton Corporation at 18600 Lake Drive office buildings.
Initial inspections on three new restaurants in town, all three close to final inspections and
opening.
Met with MedSource to help them develop an emergency response and evacuation plan.
Have been requested to come back and teach Hands-only CPR/AED and Fire Extinguisher
Training to employees.
0
10
20
30
40
50
60
70
80
90
Feb Mar Apr
Calls by Type and Month
Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire
94
88
76
64
71
88
102
85 85
79 84 86
80 75
65
79 77 74 78 82
65
84
75
83
59
66
83 78
20
30
40
50
60
70
80
90
100
110
Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec
Chanhassen Fire Department
Calls By Month Comparison
2019 2020 2021
753
921
1,002
917 870
0
200
400
600
800
1000
1200
2017 2018 2019 2020 2021 Projected
Calls for Service by Year
Rescue & Emergency
Medical Service
60%
Alarm Calls
13%
Good Intent Call
11%
Hazardous Condition
5%
Service Call
8%
Fire
3%
2021 Calls for Service by % of Call Type
Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire
S
12%
M
18%
T
13%
W
16%
TH
14%
F
11%
Sa.
16%
2021 CALLS BY DAY OF WEEK
0
50
100
150
200
250
4-8a 8-12p 12-4p 4-8p 8-12a
CALLS BY TIME OF DAY
2019 2020 2021
Basic Incident Date Time:
Incident Type (Fd1.21):
Elite mnfirereport Incident Type Report (Summary)
Incident Type Total
Incidents
Total Incidents % of
Incidents
Total Property
Loss
Total Content
Loss
Total Loss
Incident Type Category: 1 - Fire
111 - Building fire 1 1.3%
131 - Passenger vehicle fire 1 1.3%3,500 200 3,700
Total: 2 Total: 2.6%Total: 3,500 Total: 200 Total:
3,700
Incident Type Category: 3 - Rescue & Emergency Medical Service Incident
321 - EMS call, excluding vehicle accident with
injury
48 61.5%
322 - Motor vehicle accident with injuries 5 6.4%
353 - Removal of victim(s) from stalled elevator 1 1.3%
Total: 54 Total: 69.2%Total: 0 Total: 0 Total: 0
Incident Type Category: 4 - Hazardous Condition (No Fire)
412 - Gas leak (natural gas or LPG)3 3.8%
Total: 3 Total: 3.8%Total: 0 Total: 0 Total: 0
Incident Type Category: 5 - Service Call
551 - Assist police or other governmental agency 1 1.3%
Total: 1 Total: 1.3%Total: 0 Total: 0 Total: 0
Incident Type Category: 6 - Good Intent Call
611 - Dispatched and cancelled en route 3 3.8%
6111 - EMS Dispatched and cancelled en route 2 2.6%
622 - No incident found on arrival at dispatch
address
3 3.8%
651 - Smoke scare, odor of smoke 1 1.3%
Total: 9 Total: 11.5%Total: 0 Total: 0 Total: 0
Incident Type Category: 7 - False Alarm & False Call
731 - Sprinkler activation due to malfunction 1 1.3%
733 - Smoke detector activation due to
malfunction
1 1.3%
744 - Detector activation, no fire - unintentional 1 1.3%
745 - Alarm system activation, no fire -
unintentional
2 2.6%
746 - Carbon monoxide detector activation, no CO 1 1.3%
Total: 6 Total: 7.7%Total: 0 Total: 0 Total: 0
Incident Type Category: 9 - Special Incident Type
911 - Citizen complaint 3 3.8%
Total: 3 Total: 3.8%Total: 0 Total: 0 Total: 0
Total: 78 Total: 100.0%Total: 3,500 Total: 200 Total:
3,700
Report Filters
is between '4/1/2021' and '4/30/2021'
Report Criteria
Is Not Blank
Printed On: 05/05/2021 12:16:58 PM1 of 1
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Document Path: K:\Departments\Fire\FireIncidents_RMS\2021-04(April)\FireIncidentMap_April2021.aprxDate Created: 5/3/2021
Created By: City of Chanhassen - Fire Department
Calls For Service-April
³CH±City Hall
"F)Fire Station
Railroad
Rivers
Lakes
Parcel Boundaries
Fire Box Alarm Zones
North Box
South Box
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City of Chanhassen
Fire Calls for Service - April 2021
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject EleGARD Presentation
Section FIRE DEPARTMENT/LAW
ENFORCEMENT UPDATE
Item No: F.3.
Prepared By Becki White, Assistant Fire Chief File No:
SUMMARY
The Chanhassen Fire Department responds to incidents of Cardiac Arrest within the community. Best practices within
the industry is constantly emerging with equipment and protocols to improve the overall success of these types of
calls.
DISCUSSION
The Chanhassen Fire Department recently purchased the EleGARD Device to complement the LUCAS device on
calls related to cardiac arrest. The $7,800 purchase was fully funded by the Chanhassen Relief Association.
The Chanhassen Fire Department proudly represents the first EleGARD device to be placed in service within Carver
County. Extensive training has been conducted with response crews, as well as coordination with Dr. Sipprell from
Ridgeview Medical Center.
We hope to have the device available on our apparatus by June 1, 2021. We are waiting on written protocols from
Ridgeview Medical and finalizing our Standard Operating Guidelines.
ATTACHMENTS:
EleGARD
CHANHASSEN FIRE DEPARTMENT
EMS Operations EleGARD Operational Overview 7610 Laredo Drive Chanhassen, MN 55317 Page
1
EleGARD – Heads Up CPR
Chanhassen Fire is the first department in Carver County to add the EleGARD to our EMS
care package. This enhances our current cardiac response model. We currently utilize
the ResQPOD/igel combination for airway (outside of the COVID restrictions) along with
AED and LUCAS deployment. Adding the EleGARD as part of the “Bundle of Care” will
enhance our cardiac outcomes and bring Chanhassen in-line with other area
fire/rescue departments who provide the elevated bundle of care to their communities.
The EleGARD is a patient placement device that allows
for elevated CPR, which raises the head, heart and
thorax in a timed sequence to increase cerebral and
coronary perfusion while significantly decreasing
intracranial pressure. This reduces the chance of a brain
concussion with every compression.
We currently have two LUCAS-3 (automated CPR)
devices, one on our dedicated rescue engine (E13)
and one on our frontline engine
(rotates among other fleet). The EleGARD device
integrates with the LUCAS to provide the automated
CPR in an elevated manner, increasing the oxygen-
rich blood flow to the brain.
The Data
Head-up CPR with our LUCAS, and a ResQPOD, can restore cardiocerebral circulation
to near-normal levels. The potential for injuries associated with CPR in the flat position,
like concussive pressure, is reduced and may improve long-term survival rates. ~ Keith
Lurie, MD – University of Minnesota Cardiologist
Edina Fire Department’s EMS Chief, Ryan Quinn, a resident in Chanhassen, is a strong
believer in the EleGARD and bundle of care. Edina has fully implemented the
EleGARD in their cardiac response. He shared these thoughts, “We send dozens of
people in hundreds of thousands of dollar trucks to the rare house fire for the possibility
of saving a life. Whereas, cardiac arrests are a known opportunity to put resources
towards that #1 goal. For years we have not seen any increases in cardiac arrest
survival rates, and now we are at the front end of doing just that; not only increasing
ROSC, but also improving neurologically intact survivors. I firmly believe that using the
‘Bundle of Care’ in Chan will increase the cardiac survival rates.”
CHANHASSEN FIRE DEPARTMENT
EMS Operations EleGARD Operational Overview 7610 Laredo Drive Chanhassen, MN 55317 Page
2
A collection of data of 272 cardiac arrests since April of 2019 was evaluated, focusing
on rapid deployment of the “BLS Bundle of Care.” When the bundle of care can be
implemented within 10 minutes of the 911 call, the results are impressive.
The chart below compares the National CARES Data Registry data to data collected
by Elevated CPR. The data is out-of-hospital, witnessed cardiac arrests that present
with a shockable rhythm (also known as Utstein criteria).
ROSC Survival to
Discharge
Survival w/Good
Neuro Function
2019 CARES Results 1 53% 33% 29.5%
EleGARD Results
(w/i 10 mn) 92% 50% 42%
The Costs
The Chanhassen Fire Department Relief Association fully funded the purchase of the
EleGARD, disposable covers, and other materials that go with the kit; totaling just shy
of $7,000. We are looking at funding options to purchase another one to go with our
second LUCAS device on our frontline engine.
Additional Resources
All of the EleGARD training videos can be found on the Advanced CPR Solutions
YouTube channel.
1 CARES – Cardiac Arrest Registry to Enhance Survival: https://mycares.net/
EleGARD LUCAS 3
AED
*ROSC: Return of Spontaneous Circulation
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Ordinance XXX: Approve a Code Amendment Regulating the Outdoor Storage of Recreational
Vehicles, Boats, and Trailers on Residential Properties
Section OLD BUSINESS Item No: G.1.
Prepared By Kate Aanenson, AICP, Community
Development Director
File No:
PROPOSED MOTION
“The City Council approves the Ordinance amending Chapter 20, Zoning, of the Chanhassen City Code Outdoor
storage of recreational vehicles, boats, and trailers."
Approval requires a Simple Majority Vote of members present.
SUMMARY
Residents have expressed an interest in allowing recreational vehicles, boats and/or trailer storage in driveways.
BACKGROUND
On December 14, 2020, the City Council considered the proposed amendment and moved to table the amendment
with the recommendation that this item come back in a work session.
At the April 26, 2021 work session, the City Council discussed allowing no more than one recreational vehicle, boat
and/or trailer to be parked or stored in the driveway of a residential lot from April 1 to November 1.
Additional recreational vehicles, boats, and/or trailers may be kept within an enclosed structure which otherwise
conforms to the zoning requirements of the district or are consistent with Chanhassen City Code Section 20909(6).
NOTE: Enforcement in some neighborhoods is through a Homeowners Association (HOA). HOA rules can be more
restrictive than city rules. Enforcement on most City Code violations are done by staff site visit verification/confirmation
followed by a letter to the property owner of the violation.
The following section of the Chanhassen City Code is subject to changes:
Chapter 20 Zoning Section 20910
A display ad was placed in the Chanhassen Villager regarding the proposed amendment and directed those interested
to the city's website for additional information.
DISCUSSION
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectOrdinance XXX: Approve a Code Amendment Regulating the Outdoor Storage of RecreationalVehicles, Boats, and Trailers on Residential PropertiesSectionOLD BUSINESS Item No: G.1.Prepared By Kate Aanenson, AICP, CommunityDevelopment Director File No: PROPOSED MOTION“The City Council approves the Ordinance amending Chapter 20, Zoning, of the Chanhassen City Code Outdoorstorage of recreational vehicles, boats, and trailers."Approval requires a Simple Majority Vote of members present.SUMMARYResidents have expressed an interest in allowing recreational vehicles, boats and/or trailer storage in driveways.BACKGROUNDOn December 14, 2020, the City Council considered the proposed amendment and moved to table the amendmentwith the recommendation that this item come back in a work session. At the April 26, 2021 work session, the City Council discussed allowing no more than one recreational vehicle, boatand/or trailer to be parked or stored in the driveway of a residential lot from April 1 to November 1. Additional recreational vehicles, boats, and/or trailers may be kept within an enclosed structure which otherwiseconforms to the zoning requirements of the district or are consistent with Chanhassen City Code Section 20909(6).NOTE: Enforcement in some neighborhoods is through a Homeowners Association (HOA). HOA rules can be morerestrictive than city rules. Enforcement on most City Code violations are done by staff site visit verification/confirmationfollowed by a letter to the property owner of the violation.The following section of the Chanhassen City Code is subject to changes:Chapter 20 Zoning Section 20910A display ad was placed in the Chanhassen Villager regarding the proposed amendment and directed those interestedto the city's website for additional information.
DISCUSSION
Since the City Council Work Session on April 26th, the proposed ordinance has been modified to limit one
recreational vehicle parked in a driveway from April 1 to November 1. These dates align with the city's winter parking
rules.
Storage in the the rear and side yard will remain as currently stated in City Code.
RECOMMENDATION
Approve the amended ordinance for outdoor storage of recreational vehicles, boats, and/or trailers in driveways.
ATTACHMENTS:
Proposed Ordinance
Research Table
Research Table #2 Simplified
Public Comments Emails
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 20, ZONING, OF THE CHANHASSEN CITY
CODE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
ORDAINS:
Section 1. Section 20-910 of the Chanhassen City Code is amended to read as follows:
Sec. 20-910. - Outdoor storage of recreational vehicles, boats, and trailers
Recreational vehicle, boat, and trailer owned by a resident owner or resident lessee of the
property may be parked or stored in a residential or agricultural district provided the following
conditions are met:
(1) No more than one summer seasonal recreational vehicle, boats, and/or trailers may be
parked or stored in the driveway of a residential lot. Storage in the driveway is limited
to April 1 to November 1.
(2) Additional recreational vehicles, boats, and trailers may be kept within an enclosed
structure which otherwise conforms to the zoning requirements of the district; or
consistent with the Chanhassen City Code Section 20-909(6).
(2) Recreational vehicles, boats, and trailers must be maintained in a clean, well-kept,
operable condition.
(3) Recreational vehicles, boats, and trailers shall be mobile and shall not be permanently
affixed in the ground in a manner that would prevent removal.
(4) Recreational vehicles, boats, and trailers may be parked or stored in the following
locations:
a. One recreational vehicle, boat, or trailer may be parked or stored within front yard
setback of the driveway, provided that it is not located within the sight distance
triangle, does not protrude into the road right-of-way, and does not obstruct the
sidewalk.
b. Recreational vehicles, boats, and trailers may be stored in the rear or side yard,
provided that such storage does not extend beyond the front of the principal
structure. The parking or storage of recreational vehicles, boats, and trailers in the
rear or side yard may be on surfaced or unsurfaced areas.
c. On corner or double frontage lots, storage or parking of recreational vehicles,
boats, and trailers are not permitted within any required front yard setback, except
as provided under Section 20-910(4)(a) above.
2
(5) Recreational vehicles, boats, and trailers may not be used for outdoor storage;
however, trailers designed and intended to convey other vehicles maybe used to store
those vehicles.
(6) Recreational vehicles may not be occupied or used for living, sleeping or
housekeeping purposes for more than seven consecutive days or more than 21 days
within a 365-day period.
(7) Except for routine maintenance or during emergency conditions when power supply is
disrupted, the operation of a recreational vehicle power generator plant shall not be
permitted in residential districts
Section 2. This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this 24th day of May, 2021 by the City Council of the City of
Chanhassen, Minnesota
Laurie Hokkanen, City Manager Elise Ryan, Mayor
(Ordinance XXX published in the Chanhassen Villager on [insert date])
3
g:\plan\city code\2020\2020-05 - outdoor storage on residential property\attachment 1 outdoor storage ordinance#2.docx
City Code Section/Reference Recreational Vehicles Yes Yes with limits*Seasonally No
Chanhassen Sec. 20-909 and 20-910 Side/Rear Yard behind front of principle structure for boats and trails, clear of front yard setback for RVs, max one RV,
surface does not need to be improved.# of City's allowing 4 7 4 4 19
Chaska Chapt 14, Article II, Division 1, Section 26; Sec.
9.2.1.4; Sec 9.2.2; Sec. 9.2.3.1
Up to 4 vehicles (all types cars and recreational) in front yard/driveway, must be on surfaced parking area (except rural
zones), only one vehicle over 30' in length is permitted per lot. Front/Side/Rear parking areas are subject to dwelling
unit/accessory building setbacks, whichever is less.% of total 21.05%36.84%21.05%21.05%
Cottage Grove Sec. 11-3-9; Sec. 6-2-4.C Up to 4 vehicles (all types cars and recreation) per lot, must be on surfaced parking areas (asphalt/concrete if in front,
another hard surface if behind front plane of principle structure), parking areas must meet accessory structure setbacks
Elk River From Website FAQ, couldn't find code
reference/section
Not allowed in front yard setback/driveway (unless 20' of space between RV and sidewalk and 6' of screening is
present), must be on improved surface, must be at least 5' from property line
Hopkins Sec. 102-164(9), Sec. 102-164(11)One non-passenger vehicle or one building for winter ice fishing less than 22 feet in length, not in front yard except 1
boat in driveway from May 1 to October 31. One non-passenger vehicle over 22 feet in length (5' off lot line and
screened). Recreation vehicles allowed in driveway for 48 hours (loading/unloading).
Improved surface Unimproved
Inver Grove Heights From Website FAQ, Sec. 10-15A-3 Boats, Campers, RVs can be stored in side or rear yard so long as 5' from side lot line and 8' from rear lot line. Can be
located in front if on driveway or parking pad. Front yard parking area must be asphalt/concrete/pavers. Max of 2 in R-
1C district.8 11
Lino Lakes Sec. 1007.044(11)(b)Recreational vehicles and Trailers must be setback 5' from side/rear lot line, in front yard must be located on driveway
or parking pad, must meet sliding street setback depending on road classification (15' local to 30' major arterial), can't
be used for storage 42.11%57.89%
Prior Lake Sec. 1102.700(3)Recreational vehicles allowed seasonally (Nov 1 to April 1 for winter, April 1 to Nov 1 for summer) in front yard on or
adjacent to driveway. Out of season must be in rear or side yard. May not be in front yard unless receives exemption.
Must meet 5' side/rear setback
Rosemount Sec. 8-2-5, Website Guide Recreational vehicles must be stored on improved surface. If under 23' long they may be stored in driveway but must be
15' from curb and clear of sight triangle. If over 23' long may not be stored in driveway. Summer related RVs allowed in
driveway from April 1 to Nov 1 and Winter related allowed in driveway from Nov 1 to April 1. RV's can be stored in side
yard behind front line of residence on improved surface, must be setback 5' from rear/side. If corner lot must be setback
30'. RVs stored in side/rear yard must be screened. Side Setbacks
Savage From Website Guide, couldn't find code
reference/section
Up to 3 recreational vehicles in rear or side yard, must meet 5' side/rear setback or be 100% screened. During seasonal
use up 2 recreational vehicles may be stored on driveway if does not obstruct sidewalk or protrude into right-of-way.
May not exceed 34' in length.Yes No 5 10 Variable
Shakopee From Website Guide, Sec. 151.141(G)Only 1 RV under 35' in length may be stored outdoors, must be stored on improved parking area, may be stored in
driveway, Up to 2 boats/trailers up 20' long may be stored in rear or side yard (unimproved), must meet 5' side/rear
setback.16 3 11 1 4
Stillwater Sec. 31-315 Storage of recreational vehicles allowed in Rural Residential District if screened by fence/landscape from road and
neighbors view. Note: found newspaper article saying in 2016 they were looking at requiring vehicles parked in
front/side yards to be on improved surface. Cannot determine what happened.
84.21%15.79%
Minnetonka Sec. 845.020 Up to 4 vehicles stored outside. If parked in front yard must be on driveway,
Eden Prairie From Website FAQ, Sec. 11.03 Sub 3.J.3 Up to 2 RVs, may not exceed 12' in height, if in front yard must be on improved surface and setback 15' from curve, 10'
side/rear setback
Victoria Sec. 12-61(b)(2), Sec. 20-59(e.) Recreational vehicle allowed on a seasonal basis, must meet setbacks 0 5 10 Variable*
Shorewood Sec. 1201.03 Sub 3.7 One allowed in driveway 15' from street if can't be stored in buildable lot area, RVs may be stored in buildable lot area
3 11 1 4
Waconia Sec. 900.06.C.4 Not permitted in front or street side yard. Must meet 5' rear/interior side setback.15.79%57.89%5.26%21.05%
St. Louis Park From Website Guide Oversized RV: 8'+ high, 22' long, max of 1 in backyard, must be screened; Midsize RV: 6-8' high, less than 22' long, max of
2 in backyard or alongside house on paved surface; Small RV: less than 6' height, less than 22' long, max of 2 in backyard
or alongside house on paved surface, or in side yard on paved surface with screening. No more than a total of 2 RVs can
be stored outside.
Edina Sec. 26-338 Max 2 RVs (not more than one motorhome), must meet 5' side yard, 25' rear yard setback and street setbacks, must be
closer to your home than neighbors, allowed 7 days in driveway if 5' from side and 15' from curb; In non-R-1, R-2, PRD-1
and PRD-2 must be on improved surface.
Carver Sec. 46-169 5' setback from property lines, must be on improved surface, may not encroach on any yard setback accept front yard.
No limit limit
8 11
42.11%57.89%
Number of vehicles
5' (or more) side setback
Required Side Setback
*Typically said must meet building setbacks, accessory structure setbacks, or
parking pad setbacks
Outdoor Recreation Vehicles Storage (Boats, Trailers, RVs, etc.)
Allowed on driveway
*Typical limits were: number of vehicles, type of vehicles, length of vehicles, height of
vehicles, curb setbacks, or demonstrated lack of alternative location.
Note: all required improved surface if front
yard
Permitted Surfaces
City Allow in Driveway Seasonal
Chanhassen
Chaska Yes up to 4 No
Cottage Grove Yes up to 4 No
Elk River No
Hopkins No
Inver Grove Heights No
Lino Lakes Yes
Prior Lake Yes
Rosemount Yes
Savage Yes
Shakopee Yes
Stillwater Yes
Minnetonka Yes
Eden Prairie Yes
Victoria Yes
Shorewood Yes
Waconia Yes
St. Louis Park Yes
Edina Yes
Carver Yes
Yes Yes with limits*Seasonally No
# of City's allowing 4 7 4 4
% of total 21.05%36.84%21.05%21.05%
Allowed on driveway
*Typical limits: number of vehicles, type of vehicles, length of vehicles, height of vehicles,
curb setbacks, or demonstrated lack of alternative location.
From:The Michels
To:Public Comments
Subject:Chickens in residential districts - Chanhassen
Date:Monday, May 24, 2021 10:26:03 AM
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Dear Chanhassen City Council -
I've lived in Chanhassen for thirty (30) years. We've won numerous awards for best places to live, and of
late, Council is either pandering to a few lame requests, or simply caving, as one Council member is
quoted - we can't possibly handle all the complaints (boats). As I recall he also stated it's something like
two-three complains per month. Why are we proposing going backwards?
It is a really bad idea to allow chickens to be raised/housed in the City of Chanhassen. I grew up in
agriculture, I work in agriculture and work with epidemiology and veterinary medicine. Rather than
Council saying, oh we have to look at what other communities allow - how about we follow logic, common
sense and science.
The human health risks (to all of us, not just the resident that wants a backyard flock) are real and
significant.
http://www.idph.state.il.us/health/infect/Poultry.htm
https://www.health.state.mn.us/diseases/animal/backyard.html
Perhaps the one (1) acre minimum that Council is looking at overturning is justified. Most lots are less
than .25 acres. Perhaps the links I've included would compel a science based decision to say, raising
chickens in a city/suburb is not safe, period (not even with a acreage minimum).
Is Council prepared to limit the number of hens/chickens? Wait, if the City can't enforce the current boat
ordinance, how will City ever enforce a chicken ordinance? Double standards. Is the discussion about
one or two laying hens? A dozen? Will it allow residents to raise broiler chickens all summer and then
butcher them in the fall? Do not open up an ordinance that has served Chanhassen - since it was a very
small suburb. Housing density increases do not lend to backyard farming.
What about manure/litter disposal? True farmers have to present manure management plans to the
State. Why would backyard flocks not have to do the same?
Flies? Stink? Rodents? Predators?
What's next? Goats? Rabbits? The requests are potentially endless.
Please stop the pandering and focus on bigger issues and strategies.
For the record, the City Councilman that said he'd like the boat ordinance loosened, because he has a
boat, has never answered the two emails I sent to him/Council. Pretty cowardly. He knows who he is.
Todd Michels
612-819-2229
From:Walker, Jim
To:Public Comments
Subject:comment on RV"s and chickens
Date:Friday, May 21, 2021 3:19:13 PM
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
I believe property owners should have freedom of action as long as it does not unduly burden
other nearby property owners.
As such, I believe property owners (or renters with the owner's permission) should be able to
park boats and RVs in their driveway.
I also believe property owners (or renters with the owner's permission) should be allowed to
raise backyard chickens as long as
the chickens are treated humanely (particularly with respect to weather).
the chickens do not place a burden on neighbors in the form of noise (for example, if
chickens are considerably louder than barking dogs then perhaps that is too noisy. If
chickens are less noisy than barking dogs (which we already have) then the noise
burden of the chickens is acceptable...or at least certainly nothing new.
The chickens do not place a burden on neighbors in the form of noxious odors.
The chickens do not place a burden on neighbors in the form of noxious run-off (chicken
poop dissolving in rainwater flowing onto someone else's property).
So, with some concerns, I am in favor of both changes.
Thanks for this opportunity to provide input.
Sincerely,
Jim Walker
Resident
_____________________________________
Jim Walker, CT
Holy Family Catholic High School
Science Teacher, Knowledge Bowl Coach, Quiz Bowl Coach
Walkerj@HFCHS.org
952 443 4659 ext 1148
www.hfchs.org
although unlikey...
Notice: This communication and any files attached with it may contain privileged or other confidential information
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From:David Ehmiller
To:Public Comments
Subject:Proposed Recreational Vehicle Parking
Date:Sunday, May 23, 2021 9:41:30 PM
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attachments unless you recognize the sender and know the content is safe.
Hello,
I wanted to share with you my thoughts on this topic because I am unable to attend tomorrow's
meeting. I own a camper trailer and would appreciate the option of parking it on the driveway
between our summer trips. I am unable to take advantage of the current code due to the
configuration of my lot. Taking up driveway space is not my preferred option, but my
only option outside of taking it back and forth to an expensive storage lot. I keep my trailer in
like new condition and my lot in a similarly kept fashion. I do understand the argument of
unsightly lots where things are left in disrepair or not moved all summer. I would hope these
issues could be dealt with on a case by case basis though.
Thank you for your time,
Dave Ehmiller
1030 Barbara Ct, Chanhassen, MN 55317
From:Robert Kline
To:City Council; Public Comments
Subject:Fwd: HOA"s Perspective Regarding Recreational Vehicles & Chicken"s Amendments
Date:Sunday, May 23, 2021 3:52:11 PM
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attachments unless you recognize the sender and know the content is safe.
Please review this forwarded email sent to Mayor Ryan by our HOA Board regarding the (2)
Proposed Amendments pertaining to Recreational Vehicles and Chickens.
Thank you for allowing us to share our perspective.
Sincerely,
Lakeview at Pineurst HOA Board
---------- Forwarded message ---------
From: Robert Kline <rjkline123@gmail.com>
Date: Sun, May 23, 2021, 3:39 PM
Subject: HOA's Perspective Regarding Recreational Vehicles & Chicken's Amendments
To: Ryan, Elise <eryan@ci.chanhassen.mn.us>, Steven Mueller
<stevenemueller@gmail.com>, Mark Wagner <MAWagner@olwklaw.com>
Dear Mayor Ryan,
Thank you for your "Message From The Mayor" sent to us via email on Friday May 21, 2021,
regarding the Recreational Vehicles and Chickens in Residential Districts Proposed
Amendments. We (Lakeview at Pinehurst HOA Board) appreciate your desire to receive and
listen to feedback from residents of the City.
We the Board, would like to provide you with our perspective regarding the (2) Amendments
and how they are in conflict with our HOA Declaration of Covenants. Our Association's
Covenants address both of the Proposed Amendments and are in direct opposition to their
position.
Regarding Recreational Vehicles in our HOA, NO "other vehicles" may be parked on a
driveway and may ONLY be stored inside an enclosed garage. These "other vehicles" include,
automobiles not operational, trucks, buses, vans, recreational vehicles, all-terrain vehicles,
ambulances, hearses, motorcycles, motorbikes, bicycles, snowmobiles, jet skis, canoes, boats,
and other watercraft, aircraft, house trailers, motor homes, camping trailers, other trailers,
lawn mowers, lawn tractors, over-the-road tractors, and other tractors. We include this list to
show what someone could "interpret as a recreational vehicle".
The Proposed Recreational Amendment, as it is written, does not clearly define a recreational
vehicle and what is going to qualify as acceptable within this Amendment. It seems far to
"open ended" with the potential of abuse. For example, how will the City address the home
owner who parks a motor home or camper on their driveway and someone lives in that
"vehicle" from April 1st to November 1st?
Regarding the Chickens in Residential Districts Amendment, again our HOA does NOT allow
"uncommon animals", which includes chickens, without prior consent of the Board. There is
currently nothing in the Proposed Amendment that states an HOA may have more restrictive
regulations than the City. Again, the opportunity for potential abuse seems very "open ended".
For Example, what recourse will a "non chicken" homeowner have against a "legitimate
nuisance" they are experiencing that is caused by their neighbor who has chickens? There is
nothing in the Proposed Amendment that addresses how a "legitimate nuisance" will be
handled.
As an HOA Board, our main role is to uphold the guidelines of our Covenants. The vast
majority of our members want those guidelines to be enforced. However, there are a few
members who will try to "take advantage" of the (2) Proposed Amendments, as they are
currently written.
Our HOA Board believes as the (2) Proposed Amendments are currently written, there will be
confusion between what is allowed by the City and what is allowed in our Covenants.
WE BELIEVE FURTHER CLARIFICATION IS NEEDED AND A PROVISION MUST BE
MADE IN BOTH AMENDMENTS THAT CLEARLY STATES, "HOA COVENANTS CAN
BE MORE RESTRICTIVE THAN CITY RULES AND MUST TAKE PRECEDENCE".
Thank you for the opportunity to share our perspective. We would welcome any further
discussion or questions you may have.
Please let us know you received this email, as we believe it contains important information
you would want to know before the City Council meeting Monday (5/24) evening.
Regards,
Lakeview at Pinehurst HOA Board
Bob Kline - President 952-975-0960
Steven Mueller - Vice President 612-802-9122
Mark Wagner - Treasurer 612-578-5228
From:Peggie Zoerhof
To:Public Comments
Subject:Outdoor Storage of Recreational vehicles
Date:Saturday, May 22, 2021 7:05:53 PM
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Dear City City Council Members,
Our preference for outdoor storage of recreational vehicles is to LEAVE IT AS IS AND ENFORCE IT. There are
recreational vehicles parked in driveways and on the street in our neighborhood all summer.
We are glad there is such an ordinance to prevent clutter and theft in our neighborhood. Please enforce the existing
ordnance of NO recreational vehicles to be stored in driveways or on the street. Owning such a vehicle comes with
proper storage responsibilities.
Thank you,
Peggie and Curt Zoerhof
Sent from my iPhone
Peggie Zoerhof
From:Tom Diedrich
To:Public Comments
Subject:Proposed amendments
Date:Friday, May 21, 2021 4:23:43 PM
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Regarding the proposed amendment of outdoor storage of recreational vehicles, boats, and trailers, I oppose this
amendment.
I would, however, support a trailered boat or a trailer in a driveway.
Unfortunately, I have neighbors who store their 20’ Ice Castle ice fishing camper often in their driveway directly
opposite my picture window, and that’s what I have to look at year round. Other neighbors store their campers
summer-long in their driveways, too, without regard for what their neighbors have to look at. Ironically, these items,
being in their driveway, are out of their own sight, and they don’t have to see them. Campers in driveways for a
sustained period, and directly in my sight, detract from me enjoying my property and neighborhood.
Thanks,
Tom
From:Randal Fingarson
To:Public Comments
Subject:Proposed Ordinance Code Change Amendment Regulating the Outdoor Storage of Recreational Vehicles, Boats,
and Trailers on Residential Properties.
Date:Sunday, May 23, 2021 7:43:11 PM
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attachments unless you recognize the sender and know the content is safe.
Chanhassen City Council
We are Linda and Randal Fingarson and live at 8371 West Lake Drive in Chanhassen, Minnesota.
We have lived in Chanhassen for the last 30 years. We wish to provide our comments on the
proposed ordinance code change Amendment Regulating the Outdoor Storage of Recreational
Vehicles, Boats, and Trailers on Residential Properties.
We believe the the proposed change should be rejected. Chanhassen is a special city to live in.
Residential property is well taken care of and everyone works hard to insure that their property is
properly maintained. Approving the proposed ordinance change that would allow a recreational
vehicles, boats, and trailers to be parked or stored on a residential property would have a significant
negative impact on the appearance of each neighborhood. It would detract from to beauty of our
city. Home owners made purchasing decisions on were to live and what property to buy based on
the city ordinances and what would be allowed to take place in their neighborhood. This proposed
change would have a major negative impact on the appearance of each neighborhood and not respect
the desires of their neighbors.
Over the past years, we have owned both a sailboat and power boat. We never once stored either
outside on our driveway. We did not want to impose on our neighbors and detract / take away from
the appearance of our neighborhood. Owning a recreational vehicle, boat and trailer should not
allow one to negatively change and detract from your neighborhood appearance. We would not like
to have a recreational vehicle, boat and trailer in the driveway next to us. We believe that owning a
recreational vehicle, boat, and trailer carries the responsibility of insuring that it is stored in a manner
that is respectful of your neighbors.
Thank you for your consideration,
Linda and Randy Fingarson
From:Neil Reierson
To:Krystel Reierson
Cc:Public Comments
Subject:Re: Upcoming approval for city ordinances
Date:Saturday, May 22, 2021 10:45:21 PM
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I strongly agree on both points. As a heavily involved family in the community i hope you
take these recommendations seriously.
Best,
Neil
612-991-7968
Sent from my iPad
On May 21, 2021, at 4:40 PM, Krystel Reierson <krystel.reierson@gmail.com>
wrote:
Hello!
I would like to express my opinion on the upcoming city ordinances.
1. Outdoor Storage of Recreational Vehicles, Boats, and Trailers
Being a boat owner myself, I really feel it is best that boats and other
recreational vehicles are not stored on driveways. Chanhassen has always
been an aesthetically pleasing place to live. Homeowners take great pride in
their property. Having recreational vehicles of any kind parked on driveways
provides such an eye sore! There are many other options for storing
recreational vehicles. When purchasing such a vehicle it is a cost we put into
consideration knowing the current ordinance was in place. Recreational
vehicles are a luxury and the associated cost of storing them out of site should
be maintained. We are too pretty of a city to have this eye sore throughout.
2. Chickens in Residential Districts
Would love to see this ordinance lifted. There are so many benefits to having
chickens - eat insects, produce eggs, free fertilizer, great hobby for the kids to
get involved, outside and in the garden. By placing restrictions on the number
of chickens (4) and only allowing females instead of roosters, you avoid the
loud cockadoddling and over populated area. Consider giving homeowners a
limit based on their lot size. More and more people are looking for a way to live
healthier, sustainable lives and owning chickens a wonderful way to start.
Edina, Chaska, Minnetonka, along with many other cities allow their residences
to own chickens. Would be nice if we could do the same!
Thank you for putting my opinions into consideration!
Krystel Reierson
7540 Fawn Hill Road
Chanhassen, MN 55317
612-968-6957
Sent from my iPhone
From:Don & Holly Loberg
To:Public Comments
Subject:Rec Vehicle Storage Amendment
Date:Friday, May 21, 2021 4:11:20 PM
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you recognize the sender and know the content is safe.
Our household strongly supports storage of one vehicle in driveway. Chanhassen is such an active community so I
feel this is a match with core values. It would allow us to bring our boat home from the cabin and use it in the cities.
Thanks
Holly and Don Loberg
6915 Lake Harrison Cir
Chanhassen MN 55317
(612)964-9239
Sent from my iPhone
From:Herb LePlatt
To:Public Comments
Subject:Recreation Vehicle Parking...
Date:Friday, May 21, 2021 4:18:33 PM
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you recognize the sender and know the content is safe.
The ordinance doesn’t mean much if it is not enforced. There are hundreds of recreation vehicles being parked in
driveways at this time with out threat of violation to the owner. It doesn’t really matter if the ordinance says they can
park one recreational vehicle if enforcement of the ordinance doesn’t exist.
Herb LePlatt
eherb22@msn.com
7012 Cheyenne Trl.
952-949-3404
From:Jerry clair
To:City Council; Public Comments
Subject:Recreational vehicle parking
Date:Friday, May 21, 2021 4:21:26 PM
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My question and feedback on this is how does this new ordinance co-exist with neighborhood covenants recorded in
a deed of trust with Carver County prohibiting parking of recreational vehicles. Which takes precedence? Does a
new ordinance supersede the existing covenants that are recorded, or do they still exist and are binding?
Are you opening Pandora’s box by giving people a perceived right that perhaps they don’t have and at the same time
upsetting a neighborhood whose covenants prohibit this when it starts to happen?
Jerry Clair
Sent from my iPhone
From:Sean And Tanya
To:Public Comments
Subject:Response to RVs and Chicken Coups
Date:Friday, May 21, 2021 4:46:02 PM
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you recognize the sender and know the content is safe.
Good afternoon,
In response to The Mayor, Elise Ryan’s email message I am ok with the chicken coup proposal for properties less
than 1 acre as long as the immediate neighbors have a chance to give a thumbs up or down. Absolutely no roosters!
They are an unfortunate alarm clock.
I am not ok with RVs being parked in driveways.
Sean Sommerfeld
6862 Manchester Drive
Chanhassen
From:Bo Andersen
To:Public Comments
Subject:RVs and Chickens and burn permits.
Date:Friday, May 21, 2021 3:38:57 PM
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attachments unless you recognize the sender and know the content is safe.
1. Any roadworthy, registered vehicle or boat should be allowed to be parked in people's driveway
permanently. It is private property after all and we are supposed to be a democracy. The city has no
business dictating otherwise. I do not own such a vehicle myself.
2. Roosters are VERY noisy at 5 am. The 1 acre minimum lot size for chickens may not be enough and
should certainly not be reduced. We have no chickens and no neighbors with chickens.
3. I continue to want you to reverse your unjustified and arbitrary restriction on burn permits, even for very
large properties like ours. Less than 30 such permits were issued annually. It is an undue burden for
residents like ourselves with large, rural properties to suddenly, arbitrarily implementing such restrictions.
Sincerely,
Bo Andersen
1695 Steller Court
bo1andersen@aim.com
From:Ann Kathryn Miller
To:Public Comments
Subject:Tonight’s mtg
Date:Monday, May 24, 2021 2:48:19 PM
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Hello, 1) no recreational equipment or trailers in drive ways for more than 2wks in Spring, in autumn, in winter: so
2wks each for those designated seasons 2) if you have 3 acres, you can store behind wood fence so that items cannot
be seen 3)whatever is ruled upon, whom enforces? 3) Pleasant view is a connector street so whom is responsible
for eradicating buckthorn ? The city or the private party? There are city ordinances for invasive species but
obviously the city cannot ‘keep up’. Also on the south side of Lotus Lake( which I request be changed to it’s
original name: Long Lake or be given an Indigenous name) Pleasantview Rd has 2 counties; 2 different
jurisdictions. All arterial streets and driveways to this road are ‘blind’-very unsafe for many reasons. Ann Miller,
6561 Fox Path, 55317
Sent from my iPhone
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Avienda Grading Permit Renewal
Section OLD BUSINESS Item No: G.2.
Prepared By Laurie Hokkanen, City Manager File No:
PROPOSED MOTION
“The City Council approves the issuance of the grading permit in accordance with the preliminary plat approvals
dated July 13."
Approval requires a Simple Majority Vote of members present.
SUMMARY
Level 7 Development, LLC has requested the renewal of the grading permit approved by the City Council on
December 9, 2019.
BACKGROUND
The developer originally planned to proceed with grading and final plat in the spring of 2020. Uncertainties in the
economy related to the COVID19 pandemic delayed their schedule.
The developer has indicated that they are prepared to move forward with the mass grading and Phase 1 of the
infrastructure installation.
Staff is reviewing and editing the grading permit from December 2019 to ensure all conditions are current and
sufficient. Staff will provide an overview of the changes at the City Council meeting. The changes will be technical and
procedural in nature and not substantial in terms of altering the project as approved in the preliminary plat.
The developer is aware they are required to separately obtain grading permits from the Riley Purgatory Bluff Creek
Watershed District and Minnesota Pollution Control Agency.
DISCUSSION
Approval of the grading permit will allow grading to occur prior to the approval of the final plat. The developer
anticipates requesting final plat on June 28, 2021 or shortly thereafter.
RECOMMENDATION
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectAvienda Grading Permit RenewalSectionOLD BUSINESS Item No: G.2.Prepared By Laurie Hokkanen, City Manager File No: PROPOSED MOTION“The City Council approves the issuance of the grading permit in accordance with the preliminary plat approvalsdated July 13." Approval requires a Simple Majority Vote of members present.SUMMARYLevel 7 Development, LLC has requested the renewal of the grading permit approved by the City Council onDecember 9, 2019. BACKGROUNDThe developer originally planned to proceed with grading and final plat in the spring of 2020. Uncertainties in theeconomy related to the COVID19 pandemic delayed their schedule. The developer has indicated that they are prepared to move forward with the mass grading and Phase 1 of theinfrastructure installation. Staff is reviewing and editing the grading permit from December 2019 to ensure all conditions are current andsufficient. Staff will provide an overview of the changes at the City Council meeting. The changes will be technical andprocedural in nature and not substantial in terms of altering the project as approved in the preliminary plat. The developer is aware they are required to separately obtain grading permits from the Riley Purgatory Bluff CreekWatershed District and Minnesota Pollution Control Agency. DISCUSSIONApproval of the grading permit will allow grading to occur prior to the approval of the final plat. The developeranticipates requesting final plat on June 28, 2021 or shortly thereafter.
RECOMMENDATION
Staff recommends that the City Council approve the issuance of the grading permit in accordance with the preliminary
plat approvals dated July 13.
ATTACHMENTS:
Grading Permit
Grading Plans 1 of 3
Grading Plans 2 of 3
Grading Plans 3 of 3
GRADING PERMIT
PERMIT dated May 24, 2021, issued by the CITY OF CHANHASSEN, a Minnesota political
subdivision ("City"), to LEVEL 7 DEVELOPMENT LLC, a Minnesota limited liability company (the
"Developer").
1. Request for Grading Permit. The Developer has asked the City to approve a grading permit in
conjunction with the proposed plat for Avienda (referred to in this permit as the "site"). The land is
legally described as follows:
THE SOUTH HALF OF THE SOUTHWEST QUARTER (S 1/2 OF SW 1/4), SECTION 23, TOWNSHIP 116, RANGE 23,
CARVER COUNTY, MINNESOTA, EXCEPT THE FOLLOWING 2 DESCRIBED TRACTS:
LINE 1. COMMENCING AT THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 116, RANGE 23; THENCE
RUNNING NORTHON SECTION LINE 30 FEET; THENCE IN A STRAIGHT LINE TO A POINT ON THE SOUTH
SECTION LINE OF SAID SECTION, 30FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE
WEST 30 FEET TO SAID SOUTHWEST CORNER OFSAID SECTION AND PLACE OF BEGIN NING, BEING A
THREE CORNERED PIECE IN SOUTHWEST CORNER OF SAID SECTION23, TOWNSHIP 116 RANGE 23; AND 2.
THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THEEAST HALF OF THE
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, BOTH IN SECTION 23, TOWN SHIP 116 NORTH,
RANGE 23 WEST, CARVER COUNTY, MINNESOTA WHICH LIES EASTERLY OF LINE 2 DESCRIBED BELOW:
LINE 2. BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 23; THENCE RUN WEST ON AN
AZIMUTH OF 271DEGREES 56 MINUTES 13 SECONDS ALONG THE SOUTH LINE OF SAID SECTION 23 FOR
1634.23 FEET TO A POINT; THENCEON AN AZIMUTH OF OO DEGREES 43 MINUTES 24 SECONDS FOR 500.11
FEET TO A POINT; THENCE ON AN AZIMUTH OF 91DEGREES 56 MINUTES 13 SECONDS FOR 1173.46 FEET TO
A POINT; THENCE ON AN AZIMUTH OF 29 DEGREES 19 MINUTES18 SECONDS FOR 152.11 FEET TO A POINT;
THENCE ON AN AZIMUTH OF 352 DEGREES 57 MINUTES 23 SECONDS FOR709.36 FEET TO A POINT ON THE
NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE ONAN AZIMUTH OF
91 DEGREES 23 MINUTES 02 SECONDS ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER FOR 475.37 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER AND THERE TERMINATING.
ABSTRACT.
TOGETHER WITH
PARCEL 1
THE NORTH 420.00 FEET OF THE EAST 414.86 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23,
TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA.
PARCEL 2
THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA
EXCEPT FOR THE SOUTH 658.24 FEET THEREOF; AND ALSO EXCEPT THE NORTH 420.00 FEET OF THE EAST
414.86 FEET THEREOF.
PARCEL 3
THE SOUTH 658.24 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER
COUNTY, MINNESOTA.
TOGETHER WITH
THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE 1/4 OF SW 1/4) OF SECTION TWENTY-
THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH OF RANGE TWENTY-THREE (23) WEST,
CARVER COUNTY, MINNESOTA, EXCEPT THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER {NE 1/4 OF SW 1/4) OF SECTION TWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116)
NORTH, RANGE TWENTY-THREE (23) WEST, SHOWN AS PARCEL 64 ON MINNESOTA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 10-19, FILED 10-19-2004 AS DOCUMENT NO. 39930
2. Conditions of Approval. The City hereby approves the permit on condition that the
Developer abide by its terms and furnish the security required by this permit.
3. Plans. The extent of grading operations, and all applicable related work including Stormwater
Pollution Prevention Plan (SWPPP), shall be performed in accordance with Plans dated May 27, 2020,
prepared by Landform on behalf of the Developer. If the Plans vary from the written terms of this
permit, the written terms shall control. The intent of this Grading permit is for earthmoving related
work only. Utilities, paving, landscaping and all other non-grading related work is not covered by this
permit.
4. Time of Performance. The Developer shall complete grading and all permanent stabilization
of disturbed areas by September 30, 2021. The Developer may, however, request an extension of time
from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
5. Additional Permits. It is the responsibility of the Developer to apply for and obtain all
applicable permits required for grading operations from other jurisdictions with regulatory authority
over the site prior to commencement of earthwork activities, which may include permits from, but not
limited to, Riley Purgatory Bluff Creek Watershed District, Carver County, Minnesota Pollution Control
Agency, Minnesota Department of Natural Resources, Minnesota Department of Transportation, Army
Corps of Engineers. Submittal of approvals from all applicable jurisdictions must be provided to the
City prior to commencement of earthwork activities.
6. As-Builts. The site shall be graded in accordance with the Plans. Within thirty (30) days
after completion of the grading and before the City releases the security, the Developer shall provide the
City with an "as constructed", i.e. as-built, grading plan and a certification by a registered land surveyor
or engineer that all basins, swales, and ditches have been constructed per plan and functioning to meet
approved permit requirements.
7. Clean up. The Developer shall promptly clean dirt and debris from streets that has resulted
from construction work by the Developer, its agents or assigns.
8. Security. To guarantee compliance with the terms of this permit, the Developer shall furnish
the City with a cash escrow or irrevocable letter of credit, in the form attached hereto as Exhibit A, from
a bank ("security") for $500,000. The bank and form of the letter of credit shall be subject to the
approval of the City. The letter of credit shall be for a term which aligns with the Time of Performance.
9. Responsibility for Costs.
A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the
City in conjunction with the grading, drainage and erosion control, including but not limited to legal,
planning, engineering and inspection expenses incurred in connection with approval and acceptance of
the permit, the preparation of this permit, and all costs and expenses incurred by the City in monitoring
and inspecting the grading, drainage and erosion control.
B. The Developer shall hold the City and its officers and employees harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from permit approval
and work done in conjunction with it. The Developer shall indemnify the City and its officers and
employees for all costs, damages, or expenses which the City may pay or incur in consequence of such
claims, including attorney's fees.
C. The Developer shall reimburse the City for costs incurred in the enforcement of this
permit, including engineering inspection and attorney's fees.
D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt
all work and construction.
10. Developer's Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first given
notice of the work in default, not less than 48 hours in advance. This permit is a license for the City to
act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When
the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or
in part.
11. Insurance. Developer shall take out and maintain or cause to be taken out and maintained
until six (6) months after the City has accepted the public improvements, public liability and property
damage insurance covering personal injury, including death, and claims for property damage which may
arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed
by any of them. Limits for bodily injury and death shall be not less than $750,000 for one person and
$2,000,000 for each occurrence; limits for property damage shall be not less than $1,000,000 for each
occurrence. The City shall be named as an additional insured on the policy, and the Developer shall file
with the City a certificate evidencing coverage prior to the City signing the plat.
12. Preconstruction Meeting. The developer and their contractor(s) shall host a preconstruction
meeting prior to the commencement of grading operations.
13. Conservation Easement Protection. The conservation easement area, designated as Outlot A
on the proposed plat for Avienda, shall be undisturbed and protected at all times. The conservation
easement area shall be demarcated by tree protection fencing along with adequate signage indicating the
conservation easement boundary prior to the commencement of earthwork activities.
13. Haul Routes. Submittal of travel routes to and from the site and the number and types of
trucks that will be used, hours and months of operation, and estimated time required to complete the
operation shall be submitted prior to the preconstruction meeting. Access is prohibited from Bluff
Creek Boulevard to the west of the site.
14. Fees. The Developer shall pay the City a non-refundable fee of $300,000.00 prior to the
issuance of this permit.
CITY OF CHANHASSEN
BY: ____________________________________
(SEAL) Elise Ryan, Mayor
AND ____________________________________
Laurie Hokkanen, City Manager
LEVEL 7 DEVELOPMENT, LLC:
BY: ____________________________________
Its
STATE OF MINNESOTA )
( ss.
COUNTY OF Carver )
The foregoing instrument was acknowledged before me this _______ day of
_________________, 20__, by ____________________________ and by _______________________,
respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal
corporation, on behalf of the corporation and pursuant to the authority granted by its City Council.
_____________________________________
NOTARY PUBLIC
STATE OF MINNESOTA )
( ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _______ day of _______________,
__, by _____________________, the ______________________ of Level 7 Development, LLC of
Minnesota, Inc., a Minnesota limited liability company, on its behalf.
_____________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, Minnesota 55121
(612) 452-5000
AMP
EXHIBIT "A"
TO
GRADING PERMIT
Irrevocable Letter of Credit
No. ___________________
Date: _________________
TO: City of Chanhassen
601 Main Street
PO Box 99
Chanhassen, Minnesota 55054
Dear Sir or Madam:
We hereby issue, for the account of ___Level 7 DEVELOPMENT LLC_____and in your favor, our
Irrevocable Letter of Credit in the amount of $500,000.00, available to you by your draft drawn on sight on the
undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________,
20___, of ____(Name of Bank)____";
b) Be signed by the Mayor or City Clerk of the City of Chanhassen.
c) Be presented for payment at ___(Address of Bank)___, on or before 4:00 p.m. on November 30,
20___.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date (which shall be September 30 of each year), the Bank
delivers written notice to the Chanhassen City Clerk that it intends to modify the terms of, or cancel, this Letter
of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail,
at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City
Clerk, Chanhassen City Hall, 20195 Holyoke Avenue West, Chanhassen, MN 55044, and is actually received
by the City Clerk at least thirty (30) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not
referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may
be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and
Practice for Documentary Credits, International Chamber of Commerce Publication No. 500.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
BY: ____________________________________
Its ______________________________
NORTHNO SCALEAREA LOCATION MAPAt@Face of CurbF.C.Floor DrainFoundationGalvanizedFull BasementGrade BreakFlared End SectionFull Basement Walk OutFull Basement Look OutGarage Floor ElevationGeneral ContractorFinished Floor ElevationField VerifyFire Department ConnectionHorizontalInformationHydrantInlet ElevationInside DimensionHigh Density Polyethylene PipeHigh Horizontal PointHeating, Ventilation, Air ConditioningIN. OR (")INFO.I.D.INL.InchesHDPEP HGT.HYDHORIZ.HVACH.GR.H.P.HeightHeightGradeFT. OR (')G.C.GAL.GFEGL.GALV.FLR.FUT.G.B.GallonGlassFootFloorFutureFBWOFBLOFESFDN.FFEF.D.F.V.FBF.D.C.Side Exit Walk OutSpecificationThicknessSymmetricalStructuralStandardTemporaryVerify In FieldVertical CurveVertical Vapor BarrierThick / ThicknessTop of WallTop of RimStorm Sewer ManholeUnless Noted OtherwiseVestibuleWalk OutWelded Wire FabricWorking PointWaterproofV.C.WithoutW/OYD.YR.WOWETL.WT.WPYardYearWetlandWeightW.PT.W W/ W.W.F.VER.V.I.F.VEST.VERT.WidthWithVerticalVerifyTEMP.THK.TYP.V.V.B.U.N.O.TSYM.T/WT/RTypicalSPEC.SQ.STD.STMHSTRUCT.SEWOSIM.SLNT.SHT.SquareSealantSimilarSheetAdditionalAddendumAlternateAluminumAnodizedAutomaticAverageBack of CurbApproximateArea DrainAnchor BoltAir Handling UnitAdjacent / AdjustArchitect / Architectural100 Year Flood ElevationAir Conditioning UnitBuildingBasementCenterlineCleanoutCementCatch BasinCubic YardsControl JointCorner GuardCubic FeetBottom of WallConcrete Masonry UnitCubic Feet Per SecondBituminous (Asphaltic)Basement Floor ElevationCast Iron PipeCatch Basin ManholeU.S. Army Corps Of EngineersContinuousConnectionDegreeCopperDiagonalDiameterDrawingDimensionDepartmentDuctile Iron PipeDemolition / DemolishDown SpoutContractorConstructionConcrete (Portland)Corrugated Metal PipeEach WayEmergencyElevationElectricalEngineerElevationEquivalentEquipmentExistingExpansionEntranceExpansion JointFurnished by OthersFurnish and InstallEmergency Overflow SwaleEastE.ENGR.EXP.EXIST.F & IF.B.O.EQ.EQUIP.EQUIV.ENTR.EqualEL.ELEC.ELEV.EMER.E.J.EA.E.W.E.O.S.EachDIAG.DIPDIM.DNDWG.DIA.DET.DEPT.DEMO.DownDetailCONTR.COP.DEG.D.S.CU.CONN.CONST.CONT.CONC.CubicB/W C.L.CBCIPCEM.CMPCBMHC.O.C.Y.C.O.E.C.M.U.C.F.C.J.C.G.C.F.S.BFEBITBLDGBSMT.ALT.APPROX.AVG.B.C.AUTO.ALUM.ANOD.ARCH100 YR.A/CADD.AHUADJ.ADDL.A.B.A.D.Property LineP.L. OR P/LPolyethylenePoint of TangencyPoint of BeginningProposedPreparationPerforatedPavementPounds Per Square InchPedestal / PedestrianPoly-Vinyl-Chloride (Piping)Point of Vertical TangencyPoint of Vertical IntersectionPoint of Vertical CurvaturePounds Per Square FootRadius PointRim Elevation (Casting)ReinforcedRegardingRough SlabRough OpeningRemove ExistingSide ExitRight of WaySanitary SewerSquare FeetRevision / RevisedRegulatory Government UnitReinforced Concrete PipeRadiusRREINF.ROW OR R/WS.SAN.SESECT.S.F.REQ'DREV.RGUSouthSectionRequiredR.P.R.S.RCPRE.RER.O.R.E.RAD.RadiusPED.QTY.QTR.PVMT.PVCPERF.PREP.PROJ.PROP.QuantityQuarterProjectP.V.I.PEP.V.T.P.V.C.P.O.B.P.S.I.P.S.F.P.T.Lineal FeetMaintenanceLongitudinalLight / LightingMechanicalMiscellaneousMinimum / MinuteManufacturerLocal Government UnitLow Point / Liquid PetroleumNormal Water LevelNot to ScaleNot In ContractModule / ModularOverheadPoint of IntersectionPost Indicator ValvePoint of CurvatureOverhead ElectricOutside DimensionOn CenterNormal Water ElevationOrdinary High Water LevelMinnesota Department Of TransportationOPNG.ORIG.PIVP.I.P.C.O.D.OH.OHWLO.E.OpeningOriginalNOMNTSNWLNWEO.C.MUL.N.N.I.C.NO. OR #NominalNorthMullionNumberMaterialMATL.MHMISC.MIN.MOD.MNDOTMECHMAX.MFR.MED.ManholeMaximumMediumLT.LONG.MAINT.MAS.L.F.L.P.LB.LGUMasonryPoundD&AndAngleINSUL.InsulationINV.Invert ElevationTNHTop Nut HydrantEmergency OverflowE.O.Roof Storm DrainRSDABBREVIATIONSSubsurface drainSSDInvert ElevationI.E. or IEJT.JointRoof DrainR.D.Tooled JointT.J.MODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTMRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY/OVERHANGBIT. EDGEFESCATCH BASINMANHOLESYMBOLSLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG120GM12"STS8"SANLTFENCINGCONCRETE CURBRETAINING WALL OEMANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMBMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSSOIL BORINGB-X123.45%1.00234.5LIGHT POLEMINOR CONTOUR123MINOR CONTOUR123SYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKC21C7.311223SITE / UTILITY CONTACTSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020SITELYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAILAUDUBON RD GREAT PLAINS BLVDHAZELTINE LAKELAKE RILEY1011011011414212212212CHANHASSEN, MNLAKE SUSANTHE SOUTH HALF OF THE SOUTHWEST QUARTER (S 1/2 OF SW 1/4), SECTION 23, TOWNSHIP 116, RANGE 23, CARVERCOUNTY, MINNESOTA, EXCEPT THE FOLLOWING 2 DESCRIBED TRACTS:LINE 1. COMMENCING AT THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 116, RANGE 23; THENCE RUNNING NORTHON SECTION LINE 30 FEET; THENCE IN A STRAIGHT LINE TO A POINT ON THE SOUTH SECTION LINE OF SAID SECTION, 30FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE WEST 30 FEET TO SAID SOUTHWEST CORNER OFSAID SECTION AND PLACE OF BEGINNING, BEING A THREE CORNERED PIECE IN SOUTHWEST CORNER OF SAID SECTION23, TOWNSHIP 116 RANGE 23; AND 2. THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THEEAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, BOTH IN SECTION 23, TOWNSHIP 116 NORTH,RANGE 23 WEST, CARVER COUNTY, MINNESOTA WHICH LIES EASTERLY OF LINE 2 DESCRIBED BELOW:LINE 2. BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 23; THENCE RUN WEST ON AN AZIMUTH OF 271DEGREES 56 MINUTES 13 SECONDS ALONG THE SOUTH LINE OF SAID SECTION 23 FOR 1634.23 FEET TO A POINT; THENCEON AN AZIMUTH OF 00 DEGREES 43 MINUTES 24 SECONDS FOR 500.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 91DEGREES 56 MINUTES 13 SECONDS FOR 1173.46 FEET TO A POINT; THENCE ON AN AZIMUTH OF 29 DEGREES 19 MINUTES18 SECONDS FOR 152.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 352 DEGREES 57 MINUTES 23 SECONDS FOR709.36 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE ONAN AZIMUTH OF 91 DEGREES 23 MINUTES 02 SECONDS ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THESOUTHWEST QUARTER FOR 475.37 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THESOUTHWEST QUARTER AND THERE TERMINATING.ABSTRACT.TOGETHER WITHPARCEL 1THE NORTH 420.00 FEET OF THE EAST 414.86 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE23, CARVER COUNTY, MINNESOTA.PARCEL 2THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA EXCEPT FOR THESOUTH 658.24 FEET THEREOF; AND ALSO EXCEPT THE NORTH 420.00 FEET OF THE EAST 414.86 FEET THEREOF.PARCEL 3THE SOUTH 658.24 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY,MINNESOTA.TOGETHER WITHTHE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE 1/4 OF SW 1/4) OF SECTION TWENTY-THREE (23),TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH OF RANGE TWENTY-THREE (23) WEST, CARVER COUNTY, MINNESOTA,EXCEPT THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER {NE 1/4 OF SW 1/4) OF SECTIONTWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH, RANGE TWENTY-THREE (23) WEST, SHOWN ASPARCEL 64 ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-19, FILED 10-19-2004 ASDOCUMENT NO. 39930TEL:FAX:CITY PLANNERCITY OF CHANHASSEN7700 MARKET BLVD. P.O. BOX 147CHANHASSEN, MN 55317KATE AANENSONkaanenson@ci.chanhassen.mn.us952-227-1139952-227-1110TEL:FAX:BUILDING OFFICIALCITY OF CHANHASSEN7700 MARKET BLVD.P.O. BOX 147CHANHASSEN, MN 55317JERRY MOHNjmohn@ci.chanhassen.mn.us952-227-1180952-227-1190TEL:FAX:ELECTRICMINNESOTA VALLEY ELECTRIC COMPANY125 MINNESOTA VALLEY ELECTRIC DR.JORDAN, MN 55352BRIAN LUCE952-233-8988TEL:FAX:TELEPHONECENTURYLINK200 S 5TH ST.MINNEAPOLIS, MN 55402866-642-0444TEL:FAX:GASCENTERPOINT ENERGY 700 LINDEN AVE W.MINNEAPOLIS, MN 55403NewConstructionServices@CenterPointEnergy.com800-342-4166TEL:FAX:CITY ENGINEERCITY OF CHANHASSEN7700 MARKET BLVD.P.O. BOX 147CHANHASSEN, MN 55317PAUL OEHMEpoehme@ci.chanhassen.mn.us952-227-1160952-227-1170DESCRIPTIONSHEETCIVIL & LANDSCAPE TITLE SHEETPRELIMINARY PLATEXISTING CONDITIONSTREE PRESERVATIONTREE INVENTORYULTIMATE SITE PLANPHASE 1 OVERALL SITE PLANTYPICAL STREET SECTIONSULTIMATE GRADING, DRAINAGE, & PAVINGCONSTRUCTION GRADING, DRAINAGE & EROSIONNW CONSTRUCTION GRADING, DRAINAGE & EROSIONNE CONSTRUCTION GRADING, DRAINAGE & EROSIONSE CONSTRUCTION GRADING, DRAINAGE & EROSIONSW CONSTRUCTION GRADING, DRAINAGE & EROSIONPHASE 1 OVERALL GRADING, DRAINAGE, & EROSIONNW PHASE 1 GRADING, DRAINAGE, & EROSIONNE PHASE 1 GRADING, DRAINAGE, & EROSIONSE PHASE 1 GRADING, DRAINAGE, & EROSIONSW PHASE 1 GRADING, DRAINAGE, & EROSIONBASIN CROSS SECTIONSBASIN CROSS SECTIONSBASIN CROSS SECTIONSBASIN CROSS SECTIONSPHASE 1 SEEDING & SODDINGPHASE 1 SWPPP NOTESPHASE 1 SOIL LOOSENING AREASULTIMATE UTILITIESPHASE 1 OVERALL UTILITIESWEST AVIENDA PARKWAY STREET & STORMWEST AVIENDA PARKWAY STREET & STORMNORTH AVIENDA PARKWAY STREET & STORMNORTHWEST OUTLET STREET & STORMSUNSET TRAIL STREET PROFILEEAST TEMP BASIN STORMSOUTH INTERIM BASINS STORMWEST AVIENDA PARKWAY WATER & SANITARYWEST AVIENDA PARKWAY WATER & SANITARYNORTH AVIENDA PARKWAY WATER & SANITARYSUNSET TRAIL WATER & SANITARYNORTHWEST OUTLET WATER & SANITARYNORTHWEST OUTLET WATER & SANITARYCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSOVERALL SITE PLANNORTH PHASE 1 PLANTING PLANSE PHASE 1 PLANTING PLANSW PHASE 1 PLANTING PLANSW PHASE 1 PLANTING ENLARGED PLANLANDSCAPE NOTES & DETAILSC0.1C0.2C1.1C1.3C1.4C2.0C2.1C2.2C3.0C3.1C3.1AC3.1BC3.1CC3.1DC3.2C3.2AC3.2BC3.2CC3.2DC3.3AC3.3BC3.3CC3.3DC3.4C3.5C3.6C4.0C4.1C5.1C5.2C5.3C5.4C5.5C5.6C5.7C6.1C6.2C6.3C6.4C6.5C6.6C7.1C7.2C7.3C7.4C7.5C7.6L2.1L2.1AL2.1BL2.1CL2.2BL7.104.22.20XXXXXXXXXX
05.01.20SHEETS ISSUED BY DATE (FOR EARLIER DATES CONTACT LANDFORM)XXXXXLEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331OWNERLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: STEVE SABRASKIPROJECT CONTACTSCIVIL ENGINEERRSP ARCHITECTS 122 MARSHALL ST. NEMINNEAPOLIS, MN 55413TEL 612.677.7100CONTACT: JEFF HYSJULIENARCHITECTLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LYNN CASWELLSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECTLIFE TIME2902 CORPORATE PLACECHANHASSEN, MN 55317TEL 952-229-7090CONTACT: MARK NORDLANDDEVELOPER C001SCD001.DWGCIVIL & LANDSCAPETITLE SHEETC0.1SITE BENCHMARK:BM-1 : TOP NUT OF HYDRANTLOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.ELEVATION = 921.32 )BM-2 : TOP NUT OF HYDRANTLOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD.ELEVATION = 913.82 )SEDIMENT CONTROL FENCEnnnINLET PROTECTIONEROSION CONTROL BLANKETXXXXXXXXX1817XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX05.27.20XXXXXXXXXXXXXXXXXXXXXXXX
OUTLOT BLOT 2LOT 1LOT 3LOT 4LOT 5LOT 6LOT 7OUTLOT AOUTLOT CLOT 1LOT 2LOT 1LOT 2LOT 3LOT 4LOT 5LOT 1BLOCK 3LOT 7LOT 6BLOCK 2BLOCK 1BLOCK 4BLUFF CREEK BOULEVARDPARKWAYVariesLOT 8LOT 9C.S.A.H. NO. 18C.S.A.H. NO. 17AVIENDA 781.260.0356.7343.0154.8836.2 101.6 68.0 52.0 161.6 30.985.1107.844.9160.721.5318.881.7219.838.6255.856.337.030.326.650.
7
4
3
.
8
83.6244.338.614.689.0109.285.589.283.5105.417.1106.1128.9195.7206.824.127.61121.7570.0195.820.930.546.867.762.1125.7147.4169.0277.8256.2115.231.4145.0 125.7105.058.365.661.143.926.136.782.2
4.940.223.140.234.547.844.623.024.13.5273.4211.0261.8419.450.437.37.312.317.7195.9112.012.0214.6300.117.2234.41
71.6
11.2
43.346.145.424.245.836.7243.942.5196.4158.964.31.6
76.1
219.0228.634.6113.1101.1142.2197.7120.6219.7388.553.7
62.662.711.293.6237.7315.5156.3137.092.2123.9 62.0221.5405.5418.0418.0383.3162.5131.496.2346.0113.38.946.382.0331.566.5
458.4
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172.4472.6 263.0 131.3 44.3
290.8177.4463.9123.0514.2341.8176.1667.2 257.0240.7122.3125.7145.0 31.4105.0221.0570.679.955.0801.3645.0
608.2VariesVaries91103 8060DRIVEMILLS80 Varies86WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLAND
Parcel TableParcel #123456789101112Area77,44466,424560,46383,64938,553165,599119,23969,449258,246220,652680,09877,467Lot/Block1/12/13/14/15/16/17/11/21/32/31/42/4Parcel TableParcel #131415161718192021222324Area66,45056,61682,109171,305108,461342,521305,519909,28772,27167,892432,286200,013Lot/Block3/44/45/46/47/48/49/4Outlot AOutlot BOutlot CR/WR/W (County)PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH0150300C002SCD001.dwgPRELIMINARYPLATC0.2Parcel A:The South Half of the Southwest Quarter (S 1/2 of SW 1/4), Section 23, Township 116, Range 23, Carver County,Minnesota, except the following 2 described tracts:1. Commencing at the Southwest corner of Section 23, Township 116, Range 23; thence running North on Section line 30feet; thence in a straight line to a point on the South Section line of said Section, 30 feet East of the Southwest corner ofsaid Section; thence West 30 feet to said Southwest corner of said Section and place of beginning, being a threecornered piece in Southwest corner of said Section 23, Township 116, Range 23; and2. That part of the Southeast Quarter of the Southwest Quarter and the East Half of the Southwest Quarter of theSouthwest Quarter, both in Section 23, Township 116 North, Range 23 West, Carver County, Minnesota which lieseasterly of Line 2 described below:Line 2: Beginning at the south quarter corner of said Section 23; thence run west on an azimuth of 271 degrees 56minutes 13 seconds along the south line of said Section 23 for 1634.23 feet to a point; thence on an azimuth of 00degrees 43 minutes 24 seconds for 500.11 feet to a point; thence on an azimuth of 91 degrees 56 minutes 13 secondsfor 1173.46 feet to a point; thence on an azimuth of 29 degrees 19 minutes 18 seconds for 152.11 feet to a point; thenceon an azimuth of 352 degrees 57 minutes 23 seconds for 709.36 feet to a point on the north line of said SoutheastQuarter of the Southwest Quarter; thence on an azimuth of 91 degrees 23 minutes 02 seconds along the north line ofsaid Southeast Quarter of the Southwest Quarter for 475.37 feet to the northeast corner of said Southeast Quarter of theSouthwest Quarter and there terminating.Together with:Parcel B:Parcel 1:The North 420.00 feet of the East 414.86 feet of the NW 1/4 of the SW 1/4 of Section 23, Township 116, Range 23,Carver County, Minnesota.Parcel 2:The NW 1/4 of the SW 1/4 of Section 23, Township 116, Range 23, Carver County, Minnesota, except for the South658.24 feet thereof; and also except the North 420.00 feet of the East 414.86 feet thereof, Together with the benefitscontained in Declaration of Easement filed March 28, 2013 as Document Number A574087.Parcel 3:The South 658.24 feet of the NW 1/4 of the SW 1/4 of Section 23, Township 116, Range 23, Carver County, Minnesota.Together with:Parcel C:The Northeast Quarter of the Southwest Quarter (NE 1/4 of SW 1/4) of Section Twenty-three (23), Township OneHundred Sixteen (116) North of Range Twenty-three (23) West, Carver County, Minnesota.Except that part of the Northeast Quarter of the Southwest Quarter (NE 1/4 of SW 1/4) of Section Twenty-three (23),Township One Hundred Sixteen (116) North, Range Twenty-three (23) West, shown as Parcel 64 on MinnesotaDepartment of Transportation Right of Way Plat No. 10-19, filed 10-19-2004 as Document No. 399300.Futher Except that part of the Northeast Quarter of the Southwest Quarter (NE 1/4 of SW 1/4) of Section Twenty-three(23), Township One Hundred Sixteen (116) North, Range Twenty-three (23) West, shown as Parcel 16A on CarverCounty Right of Way Plat No. 20, approved 4-2-2013, filed 4-9-2013 as Document No. A574725.ROPERTY DESCRIPTIONLOT AREA TABLEPROPERTY AREA - 5,032,000 SQ. FT. = 115.518 AC.PROPERTY AREAEASEMENT LEGEND
15" RCP COCOOE OE OE OE OECOCO
SIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECMP 24IE=884.1CMP 24IE=894.2CABXHHCABXCABX54" RCPIE=894.554" RCPIE=895.7IIIIIIOE OE OE OEOEOEOE15" RCP15" RCP SSMHRE=936.6IE=925.3(E)IE=925.2(W)SSMHRE=937.7IE=925.9(W)18" RCP15" RCP12" RCP12" RCP15" RCP15" RCP15" RCP15" RCP15" RCP
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P 2.4" DIA. CAPBOULDERRET. WALEDGE OF PLOWED FIELDEDGE OF PLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X X X XXXCHAIN LINK FENCEFOFOFOFOELECTRICTRANSFORMERCHAIN LINK FENCEELECTRICTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.191892593093594094595095090091591
5
9109
0
5900895890885880
920915890890895900905910915920925930935940945945940935930925920925925929920915910905900895890895900
900925920915910945885875911911910910910910 9059
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0
91
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920910
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952890895900915920925924930915920925930935 895900905910915915920920910915SSMHRE=903.6X915910905900 895890 920915910905900895I>PIPESSMHRE=909.0IE=883.6SSMHRE=915.2IE=884.115" RCPBM-2 (TNH)913.82BM-1 (TNH)921.3215" RCP15" RCPMETAL COVERTOP=912.8IE=910.3(NW)IE=909.0(S)15" RCPMETALCOVERTOP=914.2IE=910.3(NW) RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP15" RCP15" RCP18" RCP15" RCP18" RCP12" RCP>>>>>>>>>>>>>>>>>>>>>>>>21" RCPCBRE=906.3IE=902.7(SE)CBRE=908.0IE=904.2(W)IE=904.3(N)IE=904.1(S)CBRE=908.8IE=904.5(E/W)CBRE=907.8IE=904.7(E/W)CBRE=908.8IE=905.7(N)IE=905.6(E)CBRE=911.1IE=907.7(N/S)CBRE=912.7CBRE=914.1IE=910.9(S)CBRE=914.0IE=910.8(N/E)CBRE=914.2IE=910.5(N)IE=910.4(E/W)CBRE=913.7IE=910.0(W)IE=909.9(S)CBRE=915.0IE=910.8(S)CBRE=907.5CBRE=908.1IE=903.9(W)IE=903.8(E)CBRE=907.8IE=904.3(W/E)CBRE=908.0IE=904.2(W)IE=904.2(E)CBRE=908.1IE=904.4(E)CBRE=910.4IE=906.5(W)IE=905.6(E)CBRE=910.2IE=906.8(E)CBRE=910.4IE=905.8(SW/NE)CBRE=910.1IE=906.2(NE)CBRE=931.3IE=926.9(E)IE=926.8(NE)CBRE=931.0IE=928.9(N)IE=927.7(NE)IE=927.6(W)CBRE=934.1IE=929.0(N)IE=930.6(E)IE=928.9(SW)CBRE=934.2IE=929.5(N)IE=929.4(S)CBRE=933.7IE=929.6(N)IE=930.2(E)IE=929.5(S)CBRE=933.7IE=930.6(E)IE=930.0(S)CBRE=931.4IE=928.2(SW)IE=927.1(W)CBRE=930.3IE=926.2(NE)IE=927.1(SE)IE=926.1(S)CBRE=904.8IE=901.2(SW)IE=901.4(NW)IE=901.0(W)CBRE=904.2IE=901.0(S)IE=900.7(W)IE=900.8(NE)IE=900.5(E)CBRE=904.3IE=901.8(S)IE=901.1(N)CBRE=905.3IE=901.9(S)IE=900.7(W)IE=900.6(E)CBRE=904.8IE=901.0(NE)IE=901.1(SE)IE=900.4(W)IE=900.3(N)CBRE=905.1IE=902.4(N)CBRE=906.4IE=902.7(W)IE=902.8(SE)IE=902.6(E)CBRE=906.1IE=903.0(W)IE=903.5(SW)IE=902.8(E)CBRE=906.5IE=903.3(W)IE=903.2(E)CBRE=906.8IE=903.6(S)IE=903.7(SW)IE=903.3(E)CBRE=905.2IE=900.1(S)IE=900.7(W)IE=901.3(N)IE=895.9(E)CBRE=904.6IE=901.1(NW)IE=901.0(E)CBRE=893.2IE=888.5(N/E)IE=888.4(W)CBRE=893.2IE=889.0(N)IE=888.8(S)CBRE=892.7IE=889.3(N)IE=889.2(S)CBRE=892.7IE=889.4(E)IE=889.3(S)CBRE=893.3IE=889.8CBRE=909.5IE=906.2(S)CBRE=909.5IE=905.5(N/S)CBRE=910.3IE=905.2(N)IE=905.0(S)CBRE=910.3IE=904.9(N)IE=905.6(E)IE=904.2(W)CBRE=925.6IE=920.8(N)IE=920.3(E/W)CBRE=925.5IE=921.2(N)IE=921.1(S)CBRE=925.2IE=921.3(N/S)CBRE=925.2IE=921.9(S)CBRE=931.9CBRE=931.5CBRE=931.8CBRE=931.9IE=928.6(S)CBRE=924.2IE=919.9(W/E)CBRE=924.0IE=919.6(W/E)CBRE=920.0IE=916.8CBRE=919.8IE=916.6(N/W)IE=916.5(S)CBRE=920.0IE=916.8(NE/S)CBRE=921.4IE=917.2(E)CBRE=921.0IE=917.1(W)IE=917.1(SE)CBRE=930.3IE=925.3(N)IE=926.8(E)IE=925.2(SE)IE=925.1(W)CBRE=912.8CBRE=912.4CBCBBHRE=895.2RCP 15IE=907.0PIPE FULLYPLUGGEDUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEB-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #2WETLAND #1WETLAND #7WETLAND #8WETLAND #9WETLAND #3WETLAND #5WETLAND #4WETLAND #1020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACKHIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 30718" RCP45' PERMANENT D&U EASEMENTPER MNDOT R/W PLAT NO. 10-19(DOC.NO. A399301)N89°02'39"W 220.98L=570.63R=11416.16Δ=2°51'50"N42°43'42"W58.08N00°43'25"E9.76N89°16'35"W80.00S00°43'25"W12.95S47°01'24"W49.70L=290.76R=11547.16Δ=1°26'34"N89°10'37"W 463.85L=123.02R=474.00Δ=14°52'12"IE=IE=IE=IE=IE=IE=IE=IE=20976FES 21IN INVRE=868.4IE=IE=IE=IE=IE=IE=IE=IE=925930935940MNDOT WETLAND M09MNDOT WETLAND M100
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05.520' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER29.127.026.926.327.0C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)4.4.4.BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYMAX. WATERSHEDWETLAND BUFFER R80'MIN. WATERSHEDWETLAND BUFFER 20'MAX. WATERSHEDWETLAND BUFFER 80'MAX. WATERSHEDWETLAND BUFFER 80.0'MIN. WATERSHEDBUFFER 28.38'AVG. WATERSHEDWETLAND BUFFER 40'MAX. WATERSHEDWETLAND BUFFER 50'AVG. WATERSHEDWETLAND BUFFER 40'MIN. NEW WATERSHEDWETLAND BUFFER 24'MAX. WATERSHEDWETLAND BUFFER 80'PMHMHMHMHMGLGLNE3NE3KBKBKBKBKC2KC2KC2KC2KC2KBKD2KD2KD2KD2HMKC2CSKCHMND3NE3KE2TBND3NE3KB2HMKFND3KBND3KB2KC215" RCP COCOOE OE OE OE OECOCO
SIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECMP 24IE=884.1CMP 24IE=894.2CABXHHCABXCABX54" RCPIE=894.554" RCPIE=895.7IIIIIIOE OE OE OEOEOEOE15" RCP15" RCP SSMHRE=936.6IE=925.3(E)IE=925.2(W)SSMHRE=937.7IE=925.9(W)18" RCP15" RCP12" RCP12" RCP15" RCP15" RCP15" RCP15" RCP15" RCP
HHSIG.BASESIG.BASELTSIG.BASEEMSIG.BASESIG.BASESIG.BASEHHSIG.BASESIG.BASESIG.BASECABXLTLTMB12" RCP
12" RCP18" RCP18" RCP12" RCP15" RCP12" RCP21" RCP18" RCP18" RCP15" RCPGMEM21" RCP15" RCP21" RCP15" RCP1
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P 2.4" DIA. CAPBOULDERRET. WALEDGE OF PLOWED FIELDEDGE OF PLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X X X XXXCHAIN LINK FENCEFOFOFOFOELECTRICTRANSFORMERCHAIN LINK FENCEELECTRICTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.191892593093594094595095090091591
5
9109
0
5900895890885880
920915890890895900905910915920925930935940945945940935930925920925925929920915910905900895890895900
900925920915910945885875911911910910910910 9059
1
0
91
0 9159
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5
920910
91
8
947
952890895900915920925924930915920925930935 895900905910915915920920910915SSMHRE=903.6X915910905900 895890 920915910905900895I>PIPESSMHRE=909.0IE=883.6SSMHRE=915.2IE=884.115" RCPBM-2 (TNH)913.82BM-1 (TNH)921.3215" RCP15" RCPMETAL COVERTOP=912.8IE=910.3(NW)IE=909.0(S)15" RCPMETALCOVERTOP=914.2IE=910.3(NW) RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP15" RCP15" RCP18" RCP15" RCP18" RCP12" RCP>>>>>>>>>>>>>>>>>>>>>>>>21" RCPCBRE=906.3IE=902.7(SE)CBRE=908.0IE=904.2(W)IE=904.3(N)IE=904.1(S)CBRE=908.8IE=904.5(E/W)CBRE=907.8IE=904.7(E/W)CBRE=908.8IE=905.7(N)IE=905.6(E)CBRE=911.1IE=907.7(N/S)CBRE=912.7CBRE=914.1IE=910.9(S)CBRE=914.0IE=910.8(N/E)CBRE=914.2IE=910.5(N)IE=910.4(E/W)CBRE=913.7IE=910.0(W)IE=909.9(S)CBRE=915.0IE=910.8(S)CBRE=907.5CBRE=908.1IE=903.9(W)IE=903.8(E)CBRE=907.8IE=904.3(W/E)CBRE=908.0IE=904.2(W)IE=904.2(E)CBRE=908.1IE=904.4(E)CBRE=910.4IE=906.5(W)IE=905.6(E)CBRE=910.2IE=906.8(E)CBRE=910.4IE=905.8(SW/NE)CBRE=910.1IE=906.2(NE)CBRE=931.3IE=926.9(E)IE=926.8(NE)CBRE=931.0IE=928.9(N)IE=927.7(NE)IE=927.6(W)CBRE=934.1IE=929.0(N)IE=930.6(E)IE=928.9(SW)CBRE=934.2IE=929.5(N)IE=929.4(S)CBRE=933.7IE=929.6(N)IE=930.2(E)IE=929.5(S)CBRE=933.7IE=930.6(E)IE=930.0(S)CBRE=931.4IE=928.2(SW)IE=927.1(W)CBRE=930.3IE=926.2(NE)IE=927.1(SE)IE=926.1(S)CBRE=904.8IE=901.2(SW)IE=901.4(NW)IE=901.0(W)CBRE=904.2IE=901.0(S)IE=900.7(W)IE=900.8(NE)IE=900.5(E)CBRE=904.3IE=901.8(S)IE=901.1(N)CBRE=905.3IE=901.9(S)IE=900.7(W)IE=900.6(E)CBRE=904.8IE=901.0(NE)IE=901.1(SE)IE=900.4(W)IE=900.3(N)CBRE=905.1IE=902.4(N)CBRE=906.4IE=902.7(W)IE=902.8(SE)IE=902.6(E)CBRE=906.1IE=903.0(W)IE=903.5(SW)IE=902.8(E)CBRE=906.5IE=903.3(W)IE=903.2(E)CBRE=906.8IE=903.6(S)IE=903.7(SW)IE=903.3(E)CBRE=905.2IE=900.1(S)IE=900.7(W)IE=901.3(N)IE=895.9(E)CBRE=904.6IE=901.1(NW)IE=901.0(E)CBRE=893.2IE=888.5(N/E)IE=888.4(W)CBRE=893.2IE=889.0(N)IE=888.8(S)CBRE=892.7IE=889.3(N)IE=889.2(S)CBRE=892.7IE=889.4(E)IE=889.3(S)CBRE=893.3IE=889.8CBRE=909.5IE=906.2(S)CBRE=909.5IE=905.5(N/S)CBRE=910.3IE=905.2(N)IE=905.0(S)CBRE=910.3IE=904.9(N)IE=905.6(E)IE=904.2(W)CBRE=925.6IE=920.8(N)IE=920.3(E/W)CBRE=925.5IE=921.2(N)IE=921.1(S)CBRE=925.2IE=921.3(N/S)CBRE=925.2IE=921.9(S)CBRE=931.9CBRE=931.5CBRE=931.8CBRE=931.9IE=928.6(S)CBRE=924.2IE=919.9(W/E)CBRE=924.0IE=919.6(W/E)CBRE=920.0IE=916.8CBRE=919.8IE=916.6(N/W)IE=916.5(S)CBRE=920.0IE=916.8(NE/S)CBRE=921.4IE=917.2(E)CBRE=921.0IE=917.1(W)IE=917.1(SE)CBRE=930.3IE=925.3(N)IE=926.8(E)IE=925.2(SE)IE=925.1(W)CBRE=912.8CBRE=912.4CBCBBHRE=895.2RCP 15IE=907.0PIPE FULLYPLUGGEDUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEB-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #2WETLAND #1WETLAND #7WETLAND #8WETLAND #9WETLAND #3WETLAND #5WETLAND #4WETLAND #1020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACKHIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 30718" RCP45' PERMANENT D&U EASEMENTPER MNDOT R/W PLAT NO. 10-19(DOC.NO. A399301)N89°02'39"W 220.98L=570.63R=11416.16Δ=2°51'50"N42°43'42"W58.08N00°43'25"E9.76N89°16'35"W80.00S00°43'25"W12.95S47°01'24"W49.70L=290.76R=11547.16Δ=1°26'34"N89°10'37"W 463.85L=123.02R=474.00Δ=14°52'12"IE=IE=IE=IE=IE=IE=IE=IE=20976FES 21IN INVRE=868.4IE=IE=IE=IE=IE=IE=IE=IE=925930935940MNDOT WETLAND M09MNDOT WETLAND M100
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05.520' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER29.127.026.926.327.0C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020NORTH0150300C101SCD001.DWGEXISTINGCONDITIONSC1.1BACKGROUND INFORMATION SHOWN IS FROM SURVEY BY LANDFORM, MINNEAPOLIS, MN, ON MAY, 05, 2016,EXPRESSLY FOR THIS PROJECT; CITY OF CHANHASSEN, MN RECORD DRAWINGS; AND UTILITY SERVICE PROVIDERS.LANDFORM OFFERS NO WARRANTY, EXPRESSED OR WRITTEN, FOR INFORMATION PROVIDED BY OTHERS. EXISTINGPROJECT CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. ERRORS, INCONSISTENCIES, OROMISSIONS DISCOVERED SHALL BE REPORTED TO THE ENGINEER.GEOTECHNICAL BORING LOCATIONS ARE APPROXIMATE AND ARE BASED ON INFORMATION PROVIDED IN THEGEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, MINNEAPOLIS, MN, ON APRIL 12, 2017.WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES.THE BUILDINGS AND PAVEMENT SOUTH OF THE INTERSECTION OF SUNSET TRAIL AND LYMAN BOULEVARD HAVE BEENREMOVED SINCE THE SURVEY WAS COMPLETED.1.2.3.4.EXISTING CONDITIONSLEGEND:STEEP SLOPES (>3H:1V):HYDRIC SOILS:SOIL LABELGLSOIL TYPE TABLE:SOIL BOUNDARY:GENERAL DRAINAGE DIRECTION:DRAINAGE DIVIDE:POINTS OF MAJOR DRAINAGE FROM SITE
COCOOE OE OE OE OE
SIG.BASESIG.BASESIG.BASESIG.BASE0SIG.BASESIG.BASE00219CABXCABXIIIIIIOE OE OE OEOEOEOEHHSIG.BASESIG.BASELTSIG.BASEEMSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASELTLTMBGMEM2.4" DIA. CAPEDGE OF PLOWED FIELDEDGE OF PLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDEDGE OFPLOWED FIELDWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X X X XXXCHAIN LINK FENCEFOFOFOFOELECTRICTRANSFORMERCHAIN LINK FENCEELECTRIC91892593093594094595095090091591
5
9109
0
5900895890885880
920915890890895900905910915920925930935940945945940935930925920925925929920915910905900895890895900
900925920915910945885875911911910910910910 9059
1
0
91
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920910
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952890895900915920925924930915920925930935 895900905910915915920920910915X915910905900 895890 920915910905900895I39239139038838938738638538438238138338037937837637737537337437237137036936836736636536436336236136042742842943043142642542442341941841741641341441541241141040840740640540940340440240140039939839739639539439342242142043243343443543743643943844044144244344444644545245145044744844945345445545645745845946046146246346846646546746446947947847747647547447347247147048148448248348548648748848949048028728625325225425525625725825926026126226326426526626726826927027127227327427627727527827928028128228328428512345789101112131415161718192021222324252627282931303233343536383739404142434445464748495028828929029129229329429529629729829930030130230330530430630830730931131031231331431531731631831932032132232332432532932832732633033133233333433523823723623523323423223924024124324224424524624724824925025151525354555657585960616263646566676869727071737475767778798081828384858688872202212222232242252262272282292302318990919293959496979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128336359358357356355354353352351350349347348346345344343342341340339338337132129130131133134135137136138139140141142143144145146147148149150151152153154155156157158159160161162163164165166168167169170171172173174175176177178179180182181183184185186187188189190191192193194195196198199197200201202203204205206207208209210211212214213215216492491BM-2 (TNH)913.82BM-1 (TNH)921.32UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEB-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #2WETLAND #1WETLAND #7WETLAND #8WETLAND #9WETLAND #3WETLAND #5WETLAND #4WETLAND #1020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACKTREES425-468TREES369-419TREES289-297,300-308,315-317TREES254-270TREES126-131,133-145TREES163-166,169-176,178-187TREES81-106925930935940MNDOT WETLAND M09MNDOT WETLAND M100
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05.520' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER29.127.026.926.327.0C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)=========================BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYnnnPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH0150300C103SCD001.DWGTREEPRESERVATIONC1.3TOTAL BASELINE TREE CANOPY ON SITE = 1,282,126 S.F. (26% OF 4,901,297 S.F. TOTAL SITE) 372,411 S.F. CANOPY REMOVED (29%) 909,715 S.F. CANOPY PRESERVED (71%)TREE INVENTORY SUMMARYREFER TO SHEET C1.4 FOR EXISTING TREE SIZES AND SPECIES.REFER TO SHEETS C3.1 FOR SILT FENCE LOCATION.:TREE CANOPY TO BE REMOVED:TREE PROTECTION - REFER TO DETAIL C7.5/1.==SITE AREA 5,149,807 S.F.WETLANDS 248,510 S.F.4,901,297 S.F.AREA REQUIRED TO CALCULATE BASELINE CANOPY COVERAGELEGEND:EXISTING TREE CANOPY NOT SURVEYED:WETLANDSTREE PRESERVATION NOTES1.2.
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C104SCD001.DWGTREEINVENTORYC1.4
30' BUILDING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK20' PARKING SETBACK
10' PARKING SETBACK10' PARKING SETBACK20' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL
OUTLOT BMILLS DRIVEB L O C K 3B L O C K 4B L O C K 2LOT 1LOT 2LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 1B L O C K 1LOT 3LOT 1LOT 5LOT 4LOT 2OUTLOT ABLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYLOT 6LOT 7OUTLOT CLOT 7LOT 8LOT 9COCOX
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X XCOCOSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECABXHHCABXCABXHHSIG.BASESIG.BASELTSIG.BASESIG.BASESIG.BASESIG.BASEHHSIG.BASESIG.BASESIG.BASECABXLTLTMBWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCECHAIN LINK FENCEXW. LINE OF THE SW1/4 OF SEC. 23, TWP. 116, RGE. 23N. LINE OF THE S 1/2 OF THE SW 1/4S. LINE OF SEC. 23N. LINE OF THE SE1/4OF THE SW1/4 SEC. 23E. LINE OF THE NW1/4 OF THE SW1/4
W. LINE OF THE NE1/4 OF THE SW1/4
SE COR. OF THE SW1/4,SEC. 23, TWP. 116, RGE. 23(NO MONUMENT FOUND)WETLAND #6WETLAND #3WETLAND #4WETLAND #10NE COR. OF THE SW1/4,SEC. 23, T 116, R 23NE COR. OF THE SW1/4,SEC. 23, T 116, R 23NW COR. OF THE SW1/4,SEC. 23, T 116, R 23
NORTH LINE OF THE SW1/4OF SEC. 23, T 116, R 23EXCEPTIONTRACT 1MNDOT WETLAND M09MNDOT WETLAND M10C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFERPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.TOTAL SITE AREA = 5,221,537 S.F. = 119.87 ACRES(9.56 Ac)IMPERVIOUSPERVIOUSTOTAL416,552300,033116,519S.F.S.F.S.F.(119.11 Ac)IMPERVIOUSPHASE 1 PROPOSED (R.O.W.):TOTALPERVIOUSEXISTING:5,188,50222,7005,165,802S.F.S.F.S.F.100.0%72.0%28.0%100.0%0.4%99.6%OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY.THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIESBETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER.DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.DEVELOPMENT IDENTIFICATION SIGNSALL AREAS OUTSIDE PROPOSED RIGHT-OF-WAY ARE SCHEMATIC AND SUBJECT TO CHANGE.BUFFER MARKERS TO BE INSTALLED IN ACCORDANCE WITH RPBCWD RULES2.3.4.5.6.GREEN SPACE (LANDSCAPE AREA)GENERAL NOTESAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT612.252.9070.1.(119.11 Ac)IMPERVIOUSPERVIOUSTOTAL5,188,502321,5684,866,934S.F.S.F.S.F.PHASE 1 PROPOSED (TOTAL):100.0%6.2%93.8%5.LEGEND7.GREEN SPACE (WATERSHED WETLAND BUFFER AREA)GREEN SPACE (WETLAND AREA)(119.11 Ac)IMPERVIOUSPERVIOUSTOTAL5,188,5022,777,1322,411,370S.F.S.F.S.F.ULTIMATE PROPOSED (TOTAL):100.0%53.5%46.5%(9.56 Ac)IMPERVIOUSPERVIOUSTOTAL416,552300,033116,519S.F.S.F.S.F.ULTIMATE PROPOSED (R.O.W.):100.0%72.0%28.0%C200SCD001.DWGULTIMATESITE PLANC2.0NORTH0150300
30' BUILDING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK20' PARKING SETBACK
10' PARKING SETBACK10' PARKING SETBACK20' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL
OUTLOT BOUTLOT ABLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CCOCOX
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X XCOCOSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECABXHHCABXCABXHHSIG.BASESIG.BASELTSIG.BASESIG.BASESIG.BASESIG.BASEHHSIG.BASESIG.BASESIG.BASECABXLTLTMBWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCECHAIN LINK FENCEXW. LINE OF THE SW1/4 OF SEC. 23, TWP. 116, RGE. 23N. LINE OF THE S 1/2 OF THE SW 1/4S. LINE OF SEC. 23N. LINE OF THE SE1/4OF THE SW1/4 SEC. 23E. LINE OF THE NW1/4 OF THE SW1/4
W. LINE OF THE NE1/4 OF THE SW1/4
SE COR. OF THE SW1/4,SEC. 23, TWP. 116, RGE. 23(NO MONUMENT FOUND)WETLAND #6WETLAND #3WETLAND #4WETLAND #10NE COR. OF THE SW1/4,SEC. 23, T 116, R 23NE COR. OF THE SW1/4,SEC. 23, T 116, R 23NW COR. OF THE SW1/4,SEC. 23, T 116, R 23
NORTH LINE OF THE SW1/4OF SEC. 23, T 116, R 23EXCEPTIONTRACT 1MNDOT WETLAND M09MNDOT WETLAND M10C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 5555R.O.W.F-F80'36'7777BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT20' PARKING SETBACK30' BUILDING SETBACK777MAX. WATERSHEDWETLAND BUFFER R80'MIN. WATERSHEDWETLAND BUFFER 20'MAX. WATERSHEDWETLAND BUFFER 80'9.6'MAX. WATERSHEDWETLAND BUFFER 80.0'MIN. WATERSHEDBUFFER 28.38'AVG. WATERSHEDWETLAND BUFFER 40'MAX. WATERSHEDWETLAND BUFFER 50'AVG. WATERSHEDWETLAND BUFFER 40'MIN. WATERSHEDWETLAND BUFFER 24'MAX. WATERSHEDWETLAND BUFFER 80'WETLAND 6 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 21,854 S.F.PROVIDED BUFFER AREA = 21,946 S.F.WETLAND 3 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 27,352 S.F.PROVIDED BUFFER AREA = 27,856 S.F.WETLAND M09 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 13,078 S.F.PROVIDED BUFFER AREA = 14,269 S.F.WETLAND 4 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 19,421 S.F.PROVIDED BUFFER AREA = 19,421 S.F.777720' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFERPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.TOTAL SITE AREA = 5,221,537 S.F. = 119.87 ACRES(9.56 Ac)IMPERVIOUSPERVIOUSTOTAL416,552300,033116,519S.F.S.F.S.F.(119.11 Ac)IMPERVIOUSPHASE 1 PROPOSED (R.O.W.):TOTALPERVIOUSEXISTING:5,188,50222,7005,165,802S.F.S.F.S.F.100.0%72.0%28.0%100.0%0.4%99.6%OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY.THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIESBETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER.DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.DEVELOPMENT IDENTIFICATION SIGNSALL AREAS OUTSIDE PROPOSED RIGHT-OF-WAY ARE SCHEMATIC AND SUBJECT TO CHANGE.BUFFER MARKERS TO BE INSTALLED IN ACCORDANCE WITH RPBCWD RULES2.3.4.5.6.GREEN SPACE (LANDSCAPE AREA)GENERAL NOTESAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT612.252.9070.1.(119.11 Ac)IMPERVIOUSPERVIOUSTOTAL5,188,502321,5684,866,934S.F.S.F.S.F.PHASE 1 PROPOSED (TOTAL):100.0%6.2%93.8%5.LEGEND7.GREEN SPACE (WATERSHED WETLAND BUFFER AREA)GREEN SPACE (WETLAND AREA)(119.11 Ac)IMPERVIOUSPERVIOUSTOTAL5,188,5022,777,1322,411,370S.F.S.F.S.F.ULTIMATE PROPOSED (TOTAL):100.0%53.5%46.5%(9.56 Ac)IMPERVIOUSPERVIOUSTOTAL416,552300,033116,519S.F.S.F.S.F.ULTIMATE PROPOSED (R.O.W.):100.0%72.0%28.0%C201SCD001.DWGPHASE 1 OVERALLSITE PLANC2.1NORTH0150300
SUNSET TRAIL TYPICAL SECTION℄ SUNSETTRAIL15'THRU LANE15'THRU LANE8.5'BLVD.10'BIT. TRAIL84'2.5 %2.5 %2.0 %℄ AVIENDAPARKWAY12'THRU LANE10.5'BLVD.10'BIT. TRAIL12'THRU LANE14.5'BLVD.6'CONC.TRAIL80'2.5 %2.0 %2.0 %2.5 %AVIENDA PARKWAY TYPICAL SECTIONB618 CURB (TYP)19.5'1'1'1'12'TURN LANE14'TURN LANER.O.W.10'DRAINAGE &UTILITYEASEMENT10'DRAINAGE &UTILITYEASEMENT10'DRAINAGE &UTILITYEASEMENT10'DRAINAGE &UTILITYEASEMENTR.O.W.R.O.W.R.O.W.5.0 % TYP (VARIES)5.0 % TYP (VARIES)5.0 % TYP (VARIES)5.0 % TYP (VARIES)2.0 - 5.0 %2.0 - 5.0 %2.0 - 5.0 %2.0 - 5.0 %B618 CURB (TYP)1V:3H MAX.1V:3H MAX.1V:3H MAX.1V:3H MAX.C2.21TYPICAL COMMERCIAL/INDUSTRIAL STREET SECTIONDRAIN TILEDRAIN TILEC2.22BITUMINOUSTRAILC2.21TYPICAL COMMERCIAL/INDUSTRIAL STREET SECTIONDRAIN TILEDRAIN TILEC2.22BITUMINOUSTRAILC2.23CONCRETESIDEWALKPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C202SCD001.DWGTYPICAL STREETSECTIONSC2.221BITUMINOUS TRAILTYPICAL COMMERCIAL/INDUSTRIAL STREET SECTIONNO SCALENO SCALENATIVE SOIL24" MNDOT SPEC 3149.2B SELECT GRANULAR BORROW12" CLASS 5 AGGREGATE BASE, 100% CRUSHED.2 12" MNDOT SPEC 2350 BITUMINOUS BASE COURSE(MVWE35035B)2" MNDOT SPEC 2350 BITUMINOUS BINDER COURSE(MVWE35035B)2" MNDOT SPEC 2350 BITUMINOUS WEARING COURSE(MVWE35035B)TACK COAT MNDOT SPEC 23573CONCRETE SIDEWALKNO SCALE
BLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL
OUTLOT BMILLS DRIVEOUTLOT AFFE=924.0FFE=921.0FFE=918.0FFE=918.0FFE=914.5FFE=920.0FFE=919.0FFE=918.0FFE=918.0FFE=918.0FFE=918.0FFE=918.0FFE=920.0FFE=921.0FFE=921.0FFE=923.0FFE=922.0FFE=912.0FFE=910.0FFE=908.0FFE=908.0FFE=915.0FFE=905.0FFE=904.0FFE=903.0BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CCOCOCOCOSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECABXHHCABXCABXIIIIIIHHSIG.BASESIG.BASELTSIG.BASESIG.BASESIG.BASESIG.BASEHHSIG.BASESIG.BASESIG.BASECABXLTLTMBX X X X X XXXX>B-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #3WETLAND #4WETLAND #10MNDOT WETLAND M09MNDOT WETLAND M10C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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880885SAN MH 42SAN MH 44SAN MH 41SAN MH 45SAN MH 52 - LIFT STATIONSAN MH 51SAN MH 53SAN MH 57SAN MH 56SAN MH 54SAN MH 55SAN MH 43PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020C300SCD001.DWGULTIMATE GRADING,PAVING, & DRAINAGEC3.0NORTH0150300PERVIOUSIMPERVIOUSTOTAL115.52 ACRES0.00 ACRES115.52 ACRES51.77 ACRES63.75 ACRESEXISTINGPROPOSEDCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. EXCESS TOPSOILSHALL BE EXPORTED FROM SITE.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.ROUGH GRADE BUILDING PADS TO 12 INCHES BELOW FINISHED FLOOR ELEVATION (FFE).AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COORDINATE WITH ARCHITECTURAL FOR BUILDING STOOP LOCATIONS. SLOPES SHOWN ON ADJACENT WALKS ANDPAVEMENTS SHOULD CONTINUE OVER STOOPS.AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.12.13.14.15.16.17.18.19.20.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED ANDDISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY ANDAFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITEIS COMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZERMNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.SPOT ELEVATIONS AT CURBLINES INDICATE FLOWLINES UNLESS NOTED OTHERWISE. SEE SHEET C4.2 FOR RIMELEVATIONS OF CATCH BASINS.GRADES BETWEEN PROPOSED SPOT ELEVATIONS SHALL BE CONTINUOUS AND NONVARIABLE. SPOT ELEVATIONSSHALL GOVERN OVER CONTOUR LINES.MEET AND MATCH EXISTING CURB. PROVIDE 10 FOOT TRANSITION.PAVING SECTIONSa. BITUMINOUS PAVINGREFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5201b. CONCRETE WALKWAYSREFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5214c. CONCRETE DRIVES, APRONS, AND EXTERIOR SLABSREFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 5207c. BITUMINOUS WALKWAYSREFER TO CITY OF CHANHASSEN DETAIL PLATE NO. 521621.23.23.24.GRADING NOTESPAVING NOTESGENERAL NOTESNPDES AREA SUMMARYLEGEND:INLET PROTECTION:TIP OUT CURBnn:SILT FENCE:PAVEMENT SAWCUT:CONSTRUCTION LIMITS:VEHICLE TRACKING PADESTIMATED QUANTITY146 EACH2 EACH13,144 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT612.252.9070.1.115.52 ACRES
885885890890895895900900900905910915920925930935890895900905910915920925930935940945910910915915920920925925930930935935935940940940900905910915920920
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915920925930935925930 935940945920925875880885890895895895900900900905910915920925910915920925885890895900905910915920925885890895900905910915920925930935940895 900905910915920925930895900
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910915COCOOE OE OE OE OECOCO
SIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECABXHHCABXCABXIIIIIIOE OE OE OEOEOEOESSMHRE=936.6IE=925.3(E)IE=925.2(W)SSMHRE=937.7IE=925.9(W)HHSIG.BASESIG.BASELTSIG.BASEEMSIG.BASESIG.BASESIG.BASEHHSIG.BASESIG.BASESIG.BASECABXLTLTMBGMEMWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X XXXCHAIN LINK FENCEFOFOFOFOELECTRICTRANSFORMERCHAIN LINK FENCEELECTRIC>SSMHRE=909.0IE=883.6SSMHRE=915.2IE=884.1BM-2 (TNH)913.82BM-1 (TNH)921.32>>>>>>>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEB-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #3WETLAND #4WETLAND #10MNDOT WETLAND M09MNDOT WETLAND M1020' CITY WETLANDBUFFER20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER20' CITY WETLANDBUFFERC.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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nnnnnnnnnnn nnnnnnnnnnnnnnnnnn n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n nnnnnnnnnnnnnnnnNORTH WESTBASINBTM=892.502-YR HWL=893.66>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EAST CENTRAL TEMPBASINBTM=906.432-YR HWL=908.76EASTPONDSTS>>>>SOUTH CENTER TEMPBASINBTM=875.632-YR HWL=878.79SOUTH EAST TEMPBASINBTM=879.002-YR HWL=880.97n n n n n nnnnnnnnnnnnnnnn n
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0 895895895895900905895 895900905910915905895MILLS DRIVEBLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYnn30PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPC301SCD001.DWGCONSTRUCTION GRADING,DRAINAGE, & EROSION CONTROLC3.1NORTH0150300CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).ALL DISTURBED SOIL SURFACE AREAS SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIXINCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)NO CONSTRUCTION EXIT OR ENTRANCE TO THE SITE WILL BE ALLOWED AT MILLS DRIVE OR BLUFF CREEKBOULEVARD.10.11.12.13.14.15.16.17.18.19.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENTFROM BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.MASS-GRADING SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERESTIMATED QUANTITYSODMNDOT 38780S.Y.SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL2,840S.Y.MN TYPE 25-141 @ 120 LB/AC - PERMANENT TURF11,160LB.MN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFER (IF DISTURBED)2.1LB.MULCHMNDOT 3882186TON(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEDIMENT ON PAVED SURFACES (E.G. TRACKED FROM VEHICLES) MUST BE REMOVED WITHIN ONE CALENDAR DAY OFDISCOVERY.2.3.4.5.6.7.8.9.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY69 EACH2 EACH14,100 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT>>:DRAINAGE SWALENATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.20.21.22.23.24.25.26.27.28.29.RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)254,600 S.F.:CONSTRUCTION LIMITS:ENKAMAT 7010 OR EQUAL10,469 S.F.:EROSION CONTROL BLANKET (MNDOT CATAGORY 4N OR 4P)30TEMPORARY SEDIMENTATION BASIN CALCULATIONSBASINDRAINAGEAREA (Ac)REQUIREDVOLUME (CF)PROVIDED VOLUME(CF)BOTTOMELEVATIONHIGH WATERELEVATIONNorth West Basin15.9157,27659,208892.50894.96East Pond5.2618,936202,366904.00904.92East Central TempBasin29.73107,028268,247906.43910.87South East TempBasin7.9028,44039,273879.00882.98South Center TempBasin25.4191,47694,632875.63879.38C3.1AC3.1BC3.1DC3.1C
885885890890895895
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5930 935940945OE OE OE OE OE OE OE
OE
OE OE OE OE OESSMHRE=937.7IE=925.9(W)>ILTGMEMWOOD FENCEWROUGHT IRON FENCEFOFOFOFO>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-13B-14B-31WETLAND #6C.S.A.H. NO. 18n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnC7.12ROCKCONSTRUCTIONENTRANCEnnn n n n n n
nnTOPSOILSTOCKPILEWAWAnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n nnn n n nnnnnnnnnnnnnnnnnnnNORTH WESTBASINBTM=892.502-YR HWL=893.66FES 301INV=892.024 LF 18" HDPE @ 2.0%(TEMP.)C7.17FLOATING HEADSKIMMERINV=892.5(TEMP.)E.O.F. = 894.015' X 30'OF ENKAMATnnnn n n nn n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn895895895895900905895895 900905910915905895MILLS DRIVEC7.13DOUBLELAYER SILTFENCESTAGING AREA(FOR REFERENCE, SUBJECT TOCHANGE)30PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C301ASCD001.DWGNW CONSTRUCTION GRADING,DRAINAGE, & EROSION CONTROLC3.1ACONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).ALL DISTURBED SOIL SURFACE AREAS SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIXINCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)NO CONSTRUCTION EXIT OR ENTRANCE TO THE SITE WILL BE ALLOWED AT MILLS DRIVE OR BLUFF CREEKBOULEVARD.10.11.12.13.14.15.16.17.18.19.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENTFROM BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.MASS-GRADING SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERESTIMATED QUANTITYSODMNDOT 38780S.Y.SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL2,840S.Y.MN TYPE 25-141 @ 120 LB/AC - PERMANENT TURF11,160LB.MN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFER (IF DISTURBED)2.1LB.MULCHMNDOT 3882186TON(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEDIMENT ON PAVED SURFACES (E.G. TRACKED FROM VEHICLES) MUST BE REMOVED WITHIN ONE CALENDAR DAY OFDISCOVERY.2.3.4.5.6.7.8.9.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY69 EACH2 EACH14,100 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT>>:DRAINAGE SWALENATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.20.21.22.23.24.25.26.27.28.29.RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)254,600 S.F.:CONSTRUCTION LIMITS:ENKAMAT 7010 OR EQUAL10,469 S.F.:EROSION CONTROL BLANKET (MNDOT CATAGORY 4N OR 4P)30C3.1AC3.1BC3.1DC3.1C
910 915 920925930935940910915920925930935
940940945945950950900
9
0
5
91
0
91
5
9
2
0 92592593093093593594094094594595
0 950910915
9059
0
5
X
X
X IIIIIIIIIIIIIIIUEHHSIG.BASESIG.BASELTSIG.BASEGMEMFOFOFOFOFOFOFOFOFOFOFOFOBM-1 (TNH)921.32>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEB-3B-6B-7B-15B-16B-17B-32POWERS BOULEVARDnnnnnnnnnnnnnnnnnnnnnnnnnTOPSOILSTOCKPILEnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n n
n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn47 LF 54" RCP @ 0.54%EXISTING 54" RCPEAST CENTRALTEMP BASINBTM=906.432-YR HWL=908.76EASTPONDSTSC7.17FLOATING HEADSKIMMERINV=906.4(TEMP)E.O.F. = 910.0FES 302INV=904.0139 LF 24" HDPE @ 1.7%(TEMP.)15' X 30'OF ENKAMATn n n n n n n n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
n n n n n n
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OCS 911PER SHEET C5.6PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C301BSCD001.DWGNE CONSTRUCTION GRADING,DRAINAGE, & EROSION CONTROLC3.1BCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).ALL DISTURBED SOIL SURFACE AREAS SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIXINCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)NO CONSTRUCTION EXIT OR ENTRANCE TO THE SITE WILL BE ALLOWED AT MILLS DRIVE OR BLUFF CREEKBOULEVARD.10.11.12.13.14.15.16.17.18.19.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENTFROM BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.MASS-GRADING SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERESTIMATED QUANTITYSODMNDOT 38780S.Y.SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL2,840S.Y.MN TYPE 25-141 @ 120 LB/AC - PERMANENT TURF11,160LB.MN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFER (IF DISTURBED)2.1LB.MULCHMNDOT 3882186TON(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEDIMENT ON PAVED SURFACES (E.G. TRACKED FROM VEHICLES) MUST BE REMOVED WITHIN ONE CALENDAR DAY OFDISCOVERY.2.3.4.5.6.7.8.9.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY69 EACH2 EACH14,100 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT>>:DRAINAGE SWALENATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.20.21.22.23.24.25.26.27.28.29.RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)254,600 S.F.:CONSTRUCTION LIMITS:ENKAMAT 7010 OR EQUAL10,469 S.F.:EROSION CONTROL BLANKET (MNDOT CATAGORY 4N OR 4P)30C3.1AC3.1BC3.1DC3.1C
910910915
915895900905875880885890895900905910915
8808858908959009059
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910
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9
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5
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X
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XXXXSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEIIIIIIIIIIIUEUEUEUEGUARDRAILXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCEELECTRICTRANSFORMERCHAIN LINK FENCEELECTRICBM-2 (TNH)913.82>>>>>
>B-7B-10B-12B-18B-19B-20B-21B-22B-23B-28B-29MNDOT WETLAND M0920' CITY WETLANDBUFFERWETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17nn n n n n n n nnnnnnnnnnnnTOPSOILSTOCKPILEWAn n n
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nnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnC7.12ROCKCONSTRUCTIONENTRANCE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C7.17FLOATING HEADSKIMMERINV=875.6(TEMP.)C7.67FLOATING HEADSKIMMERINV=879.0(TEMP)SOUTH EASTTEMP BASINBTM=879.002-YR HWL=880.97FES 303INV=878.747 LF 15" HDPE @ 0.6%(TEMP.)51 LF 15" HDPE @ 1.2%15' X 30'OF ENKAMATE.O.F. = 882.5nnnnnnnnnn
nnnnnnnnnn
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n nnnnn895890880
880880
885
890
895900905915910
905
905 910
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910 910910910C7.25ROCKDIKE (TYP.)C7.25ROCKDIKE (TYP.)C7.13DOUBLELAYER SILTFENCEC7.13DOUBLELAYER SILTFENCEC7.25ROCKDIKE (TYP.)C7.25ROCKDIKE (TYP.)STAGING AREA(FOR REFERENCE, SUBJECT TOCHANGE)PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C301CSCD001.DWGSE CONSTRUCTION GRADING,DRAINAGE, & EROSION CONTROLC3.1CCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).ALL DISTURBED SOIL SURFACE AREAS SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIXINCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)NO CONSTRUCTION EXIT OR ENTRANCE TO THE SITE WILL BE ALLOWED AT MILLS DRIVE OR BLUFF CREEKBOULEVARD.10.11.12.13.14.15.16.17.18.19.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENTFROM BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.MASS-GRADING SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERESTIMATED QUANTITYSODMNDOT 38780S.Y.SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL2,840S.Y.MN TYPE 25-141 @ 120 LB/AC - PERMANENT TURF11,160LB.MN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFER (IF DISTURBED)2.1LB.MULCHMNDOT 3882186TON(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEDIMENT ON PAVED SURFACES (E.G. TRACKED FROM VEHICLES) MUST BE REMOVED WITHIN ONE CALENDAR DAY OFDISCOVERY.2.3.4.5.6.7.8.9.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY69 EACH2 EACH14,100 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT>>:DRAINAGE SWALENATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.20.21.22.23.24.25.26.27.28.29.RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)254,600 S.F.:CONSTRUCTION LIMITS:ENKAMAT 7010 OR EQUAL10,469 S.F.:EROSION CONTROL BLANKET (MNDOT CATAGORY 4N OR 4P)30C3.1AC3.1BC3.1DC3.1C
915920925
930
9
3
5925930920925
8758808858908958
9
5
895
900900900 905 910 915 920 925910915920925
885
890 895900905 910915920925885890895900905910915920925930895900905910915920925930895OE OE OE OE OE OE OE OE OE OE OE
X X X
XXXXXXXXXSSMHRE=915.2IE=884.1B-8B-9B-11B-17B-18B-24B-25B-26B-27B-30WETLAND #3WETLAND #420' CITY WETLANDBUFFER20' CITY WETLANDBUFFER20' CITY WETLANDBUFFERLUFF CREEK BLVD.20' CITY WETLANDBUFFERnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
n
n
n
n
n n n n n
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n
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n
n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn15' X 30'OF ENKAMATE.O.F. = 878.9>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C7.17FLOATING HEADSKIMMERINV=875.6(TEMP.)SOUTH CENTERTEMP BASINBTM=875.632-YR HWL=878.79FES 304INV=875.051 LF 15" HDPE @ 1.2%(TEMP.)nnnnnnnnnnnnnnnn n n n n n n n n nnnn890895890885895
890
885
880
885
880
880BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYC7.25ROCKDIKE (TYP.)C7.25ROCKDIKE (TYP.)C7.13DOUBLELAYER SILTFENCEC7.13DOUBLELAYER SILTFENCEC7.13nnn
nnn
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C301DSCD001.DWGSW CONSTRUCTION GRADING,DRAINAGE, & EROSION CONTROLC3.1DCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).ALL DISTURBED SOIL SURFACE AREAS SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIXINCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)NO CONSTRUCTION EXIT OR ENTRANCE TO THE SITE WILL BE ALLOWED AT MILLS DRIVE OR BLUFF CREEKBOULEVARD.10.11.12.13.14.15.16.17.18.19.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENTFROM BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.MASS-GRADING SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERESTIMATED QUANTITYSODMNDOT 38780S.Y.SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL2,840S.Y.MN TYPE 25-141 @ 120 LB/AC - PERMANENT TURF11,160LB.MN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFER (IF DISTURBED)2.1LB.MULCHMNDOT 3882186TON(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEDIMENT ON PAVED SURFACES (E.G. TRACKED FROM VEHICLES) MUST BE REMOVED WITHIN ONE CALENDAR DAY OFDISCOVERY.2.3.4.5.6.7.8.9.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY69 EACH2 EACH14,100 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT>>:DRAINAGE SWALENATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.20.21.22.23.24.25.26.27.28.29.RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)254,600 S.F.:CONSTRUCTION LIMITS:ENKAMAT 7010 OR EQUAL10,469 S.F.:EROSION CONTROL BLANKET (MNDOT CATAGORY 4N OR 4P)30C3.1AC3.1BC3.1DC3.1C
930920915925920925920920 920915 920915910
9109159159159209309359409109259309
3
5
9409
4
5 955950950945940935945940935950945925930935940940935930
9259209
2
5
92
0
915
910
905900
905910910915910930925920915910905900
915910
9
1
0915
9
1
5
9
1
09159109059
0
5
910915920905900895890885900900895890885880880885890895900895895900905910915920925915915910905900895890885880
875875915895900905910915 920 925925930935940945940940935930925920915910905900895890885890895900905890895900905910915920925930935
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945950940945COCOSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEIIIIIISIG.BASESIG.BASELTSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASELTLTMBX X X X XXX>>>>>>>>>>>>>>>>>>>>>>>>>B-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17
C.S.A.H. NO. 17U.
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0 915920925930895900905910915910915920925920925930915915920920
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910910WETLAND 3NWL=920.58100-YR HWL=922.01WETLAND 4BTM=884100-YR HWL=884.72WETLAND10BLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL
OUTLOT BMILLS DRIVEOUTLOT AFFE=924.0FFE=921.0FFE=918.0FFE=918.0FFE=914.5FFE=920.0FFE=919.0FFE=918.0FFE=918.0FFE=918.0FFE=918.0FFE=918.0FFE=920.0FFE=921.0FFE=921.0FFE=923.0FFE=922.0FFE=912.0FFE=910.0FFE=908.0FFE=908.0FFE=915.0FFE=905.0FFE=904.0FFE=903.0BLUFF CREEK BLVD. SHOWN FOR REFERENCE ONLY(REFER TO PLANS BY TOOLE DESIGN GROUP)NORTHWEST BASINBTM=892.50100-YR HWL =894.37AVIENDA PKWY NWBASINBTM=912.53100-YR HWL =913.55WEST NORTHBASINBTM=915.43100-YR HWL =918.15
EAST POND
BTM=904.00
100-YR HWL =
905.01
EAST CENTRAL
BASIN
BTM=906.43
100-YR HWL =
910.63
BLUFF CREEK WESTBASINBTM=911.00100-YR HWL = 913.57
BLUFF CREEK EASTBASINBTM=898.15100-YR HWL = 899.48SE TEMP BASIN
BTM=879.00
100-YR HWL =
883.91
SOUTH CENTER TEMP BASINBTM=875.63100-YR HWL = 879.17 TRIANGLE BASINBTM=887.17100-YR HWL = 890.77WEST CENTRAL BASINBTM=923.73100-YR HWL = 924.08BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CWEST-SOUTH POND100-YR HWL = 909.23>>>>>>>>>>>
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>91691791991491291692092191691791891991992
0
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1
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nnnnnnnnnnnnnPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPC302SCD001.DWGPHASE 1 GRADING,DRAINAGE, & EROSION CONTROLC3.2NORTH0150300CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THETRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OFTOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.REFER TO SHEET C3.3 FOR PHASE 1 BASIN CROSS-SECTIONS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)12.13.14.15.16.17.18.19.20.21.22.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS AND TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVESEDIMENT FROM PONDS AND BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING INFILTRATION SYSTEMS UNTIL THE SITE ISCOMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFERMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE SITE RESTORATION SHEET FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY134 EACH2 EACH18,000 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT:EROSION CONTROL BLANKET>>:DRAINAGE SWALE21.22.23.24.25.26.27.28.29.30.RPBCWD STANDARD EROSION CONTROL NOTES:ENKAMAT474,033 S.F.10,469 S.F.:CONSTRUCTION LIMITSLEGENDESTIMATED QUANTITYSYMBOLDESCRIPTION:BUILDING PADNATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.31C3.1AC3.1BC3.1DC3.1C
9109159209259309
3
5
930
925
920930935935940945 940935930925920915910905900895890885885890895900940 9409359309259209159109059009008958908958908908959009059109159109059008959059109159209259309359359309359359359409409359309259209
1
5
9
1
0
92
0
9259159
2
0 910915920925930945 900905910915
920
92
5
9
3
0
935>ILT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>B-2B-1B-4B-5B-6B-13B-14B-31WETLAND #6C.S.A.H. NO. 18n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnC7.11CATCH BASINSEDIMENT TRAP(TYP.)nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n nnn n n nnnnnnnnnnnnnnnnnnn
915915915920920920915915920920 905910915920920925925925 925930 930905910915920925 895900905895900905910 895900905910915915920925930920925930920920920925930930
915
920915920930935AVIENDA PKWYSUNSET TRAILMILLS DRIVEFFE=920.0FFE=919.0FFE=921.0FFE=921.0FFE=923.0FFE=922.0NORTHWEST BASINBTM=892.50100-YR HWL = 894.37AVIENDA PKWY NW BASINBTM=912.53100-YR HWL = 913.55WEST NORTH BASINBTM=915.43100-YR HWL = 918.15
>>STS>>STS>>STS>>STS >>STS
>>STS>>STS>>STS >>STS>>STS>>STS>>STS >>STS
>>STS>>>>>>>>>>>>>>>>>>>>>>9169179189199
2
7
929928927926925916917920922921921922921919923 922 921 921922923922923924925926927928929930931932933937936935934933932931929930925930933932931929 928919917916922
922921918919
9
1
892392492
2
92
1 9008958938938938958948928918908968929119129139149169179
1
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7
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>>>>>>>>>>>>>>>0.7%0.8%3.1%2.6%8.6%C7.11CATCH BASINSEDIMENT TRAP(TYP.)C7.11CATCH BASINSEDIMENT TRAP(TYP.)>C7.13SILTFENCE(TYP.)92
3SWALESWALESWALE1.9%1.9%1.9%SWALE SWALE SWALE SWALE SWALE
92
2
92
1
920919C7.12ROCKCONSTRUCTIONENTRANCEC7.13SILTFENCE(TYP.)C7.13SILTFENCE(TYP.)921920918918 921920920 905910915923918919nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n nn n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
nnnnnC7.13DOUBLELAYERSILT FENCE920925915930925930935940935930930920930925920915910905900935940945945940935930925915
920925910900900905910910905915920930935313131STAGING AREA(FOR REFERENCE, SUBJECTTO CHANGE)PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C302SCD001A.DWGNW PHASE 1 GRADING,DRAINAGE, & EROSION CONTROLC3.2ACONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THETRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OFTOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.REFER TO SHEET C3.3 FOR PHASE 1 BASIN CROSS-SECTIONS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)12.13.14.15.16.17.18.19.20.21.22.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS AND TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVESEDIMENT FROM PONDS AND BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING INFILTRATION SYSTEMS UNTIL THE SITE ISCOMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFERMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE SITE RESTORATION SHEET FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY134 EACH2 EACH18,000 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT:EROSION CONTROL BLANKET>>:DRAINAGE SWALE21.22.23.24.25.26.27.28.29.30.RPBCWD STANDARD EROSION CONTROL NOTES:ENKAMAT474,033 S.F.10,469 S.F.:CONSTRUCTION LIMITSLEGENDESTIMATED QUANTITYSYMBOLDESCRIPTION:BUILDING PADNATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.31C3.1AC3.1BC3.1DC3.1C
SWALEX
X
X SIG.BASESIG.BASELTSIG.BASE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>B-3B-6B-7B-15B-16B-17B-32POWERS BOULEVARD
n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n
n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnB L O C K 4LOT 1LOT 2LOT 3LOT 5FFE=924.0FFE=921.0FFE=918.0FFE=918.0FFE=920.0FFE=919.0FFE=918.0FFE=918.0FFE=918.0FFE=918.0EAST POND
BTM=904.00
100-YR HWL = 905.01 EAST CENTRAL BASINBTM=906.43100-YR HWL = 910.63LOT 7>>STS>>STS9109159209259089
0
9
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n07.80EOFSTAGING AREA(FOR REFERENCE,SUBJECT TO CHANGE)PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C302SCD001B.DWGNE PHASE 1 GRADING,DRAINAGE, & EROSION CONTROLC3.2BCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THETRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OFTOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.REFER TO SHEET C3.3 FOR PHASE 1 BASIN CROSS-SECTIONS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)12.13.14.15.16.17.18.19.20.21.22.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS AND TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVESEDIMENT FROM PONDS AND BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING INFILTRATION SYSTEMS UNTIL THE SITE ISCOMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFERMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE SITE RESTORATION SHEET FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY134 EACH2 EACH18,000 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT:EROSION CONTROL BLANKET>>:DRAINAGE SWALE21.22.23.24.25.26.27.28.29.30.RPBCWD STANDARD EROSION CONTROL NOTES:ENKAMAT474,033 S.F.10,469 S.F.:CONSTRUCTION LIMITSLEGENDESTIMATED QUANTITYSYMBOLDESCRIPTION:BUILDING PADNATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.31C3.1AC3.1BC3.1DC3.1C
Powers BoulevardBLUFF CREEK BLVD.FFE=914.5FFE=918.0FFE=920.0FFE=912.0FFE=910.0FFE=908.0FFE=908.0FFE=905.0FFE=904.0FFE=903.0BLUFF CREEK EAST BASINBTM=898.15100-YR HWL = 899.48SE TEMP BASINBTM=879.00100-YR HWL = 883.91X
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910915915915MSA PLANS #194-25-003(BY OTHERS SHOWN FORREFERENCE)MSA PLANS #194-25-003(BY OTHERS SHOWN FORREFERENCE)STAGING AREA(FOR REFERENCE, SUBJECT TOCHANGE)31PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C302SCD001C.DWGSE PHASE 1 GRADING,DRAINAGE, & EROSION CONTROLC3.2CCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THETRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OFTOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.REFER TO SHEET C3.3 FOR PHASE 1 BASIN CROSS-SECTIONS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)12.13.14.15.16.17.18.19.20.21.22.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS AND TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVESEDIMENT FROM PONDS AND BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING INFILTRATION SYSTEMS UNTIL THE SITE ISCOMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFERMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE SITE RESTORATION SHEET FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY134 EACH2 EACH18,000 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT:EROSION CONTROL BLANKET>>:DRAINAGE SWALE21.22.23.24.25.26.27.28.29.30.RPBCWD STANDARD EROSION CONTROL NOTES:ENKAMAT474,033 S.F.10,469 S.F.:CONSTRUCTION LIMITSLEGENDESTIMATED QUANTITYSYMBOLDESCRIPTION:BUILDING PADNATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.31C3.1AC3.1BC3.1DC3.1C
>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS 930925920925925920915910915925920915910 920910905900
9259309359309209159109059008
9
5
8
9
0895900905910915920925930
890885880880885890895900900895885895900905910915920WETLAND 3NWL=920.58100-YR HWL=922.01WETLAND 4BTM=884100-YR HWL=884.72BLUFF CREEK BLVD.B L O C K 2LOT 1B L O C K 1LOT 5OUTLOT AFFE=920.0FFE=921.0FFE=912.0FFE=915.0FFE=905.0BLUFF CREEK WEST BASINBTM=911.00100-YR HWL = 913.57SOUTH CENTER TEMP BASINBTM=875.63100-YR HWL = 879.17TRIANGLE BASINBTM=887.17100-YR HWL = 890.77WEST CENTRAL BASINBTM=923.73100-YR HWL = 924.08LOT 6LOT 7OUTLOT CLOT 8WEST-SOUTH POND 100-YRHWL = 909.23X
XXXXXXXXXB-8B-9B-11B-17B-18B-24B-25B-26B-27B-30WETLAND #3WETLAND #4LUFF CREEK BLVD.nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nnnnn
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0 915920920915920925930915925925
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880
9
0
6
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2 915891893894900905909910911912913914915910 911912912913913914 914 915 916 917 918 919 920 921922918920 921921919918
917916915917911915911912911917
91991891791691592492592992892792492291992392192492391392092392292292892715.4%11.3%8.1%3.4%3.5%3.3%2.0%2.3%2.4%14.9%17.4%17.0%16.3%16.3%32.8%
26.7
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28.4%17.6%30.0%32.3%18.1%1
7
.
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%1.0%3.6%4.2%1.9%14.7%
9.6%12.6%20.6%33.7%6.9%33.3%4.9%1.6%2.2%922>>>>>>>>>>>>>>>>>>>0.9%6.9%5.5%2.0%2.0%SWALESWALE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>3.0%SWALE1.0%1.0%SWALESWALEC7.13DOUBLELAYERSILT FENCEC7.13DOUBLELAYERSILT FENCEC7.11CATCH BASINSEDIMENT TRAP(TYP.)C7.11CATCH BASINSEDIMENT TRAP(TYP.)nnnnnnnnnnnnn n n n n n
nnnnnnnnnnnnnnnnnnnnnn n n n n nnnnnnnnnnnnnnnnnnnn n n n n n n n n nnnnn nn nnnnnC7.13DOUBLELAYERSILT FENCEC7.13DOUBLELAYERSILT FENCEnnnn
n nnnnnnnn92092092192292592091590590089
5
8908958959009059109209219259
3
0925 930MSA PLANS #194-25-003(BY OTHERS SHOWN FORREFERENCE)MSA PLANS #194-25-003(BY OTHERS SHOWN FORREFERENCE)MSA PLANS #194-25-003(BY OTHERS SHOWN FORREFERENCE)3131PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPNORTH060120C302SCD001D.DWGSW PHASE 1 GRADING,DRAINAGE, & EROSION CONTROLC3.2DCONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THETRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OFTOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.REFER TO SHEET C3.3 FOR PHASE 1 BASIN CROSS-SECTIONS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)12.13.14.15.16.17.18.19.20.21.22.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS AND TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVESEDIMENT FROM PONDS AND BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING INFILTRATION SYSTEMS UNTIL THE SITE ISCOMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFERMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE SITE RESTORATION SHEET FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY134 EACH2 EACH18,000 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT:EROSION CONTROL BLANKET>>:DRAINAGE SWALE21.22.23.24.25.26.27.28.29.30.RPBCWD STANDARD EROSION CONTROL NOTES:ENKAMAT474,033 S.F.10,469 S.F.:CONSTRUCTION LIMITSLEGENDESTIMATED QUANTITYSYMBOLDESCRIPTION:BUILDING PADNATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.31C3.1AC3.1BC3.1DC3.1C
NORTHWEST POND CROSS SECTION A-A880885890895900905910915920880885890895900905910915920898.54898.00896.09897.4892.50895.06892.50893.2892.50891.42892.50890.8892.50890.31892.50890.0892.50890.10892.50890.3892.50890.63892.50891.4892.50892.04892.50892.4892.50893.11892.50893.8892.50893.47895.90
893.5
902.58
894.23
910.05
895.3
911.49-0+250+000+501+001+502+002+503+003+504+004+505+005+505+75EXISTING GRADEFINISHED GRADEBTM = 892.502.8'SEE DETAIL 6/C7.2OE OE OE OEWETLAND #6126' - 8" PERF. PVC @ 0.0%133' - 8" PERF. PVC @ 0.0%133' - 8" PERF. PVC @ 0.0%133' - 8" PERF. PVC @ 0.0%138' - 8" PERF. PVC @ 0.0%146' - 8" PERF. PVC @ 0.0%153' - 8" PERF. PVC @ 0.0%163' - 8" PERF. PVC @ 0.0%98' - 8" PERF. PVC @ 0.0%83' - 8" PERF. PVC @ 0.0%38' - 8" PERF. PVC @ 0.0%24' - 8" PERF. PVC @ 0.0%18' - 8" PERF. PVC @ 0.0%15' - 8" PERF. PVC @ 0.0%16' - 8" PERF. PVC @ 0.0%16' - 8" PERF. PVC @ 0.0%17' - 8" PERF. PVC @ 0.0%17' - 8" PERF. PVC @ 0.0%14' - 12" PVC @ 0.0%45' - 18" RCP @ 0.7%8' - 12" RCP @ 0.0%378' - 8" PVC @ 0.0%8" X 8" TEE (TYP)20' - 8" PVC @ 0.0%W/ 2 - 45d BENDSAABB911
912
913
895900905
910 895900905910890895900905895890 893893893 893NORTHWEST BASINBTM=892.50100-YR HWL =894.42>>>>NORTHWEST POND CROSS SECTION B-B880885890895900905880885890895900905889.16896.36895.48 STMH 522RIM: 895.45INL (SE): 889.70INV (N): 890.50INV (NW): 889.7048" DIAR-1642PER CITYDETAIL C7.1-4STMH 521RIM: 895.42INL (S): 890.50INL (W): 889.70INV (N): 889.70INV (E): 892.7448" DIAR-1642PER CITYDETAIL C7.1-445' - 18" RCP@ 0.7%14' - 12" RCP@ 0.0%FES 520INV= 889.38PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. III88'
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%50' - 8" PVC @ 0.0%158' - 12" RCP @ 1.0%11' - 8" PVC @ 0.0%370' - 8" PVC @ 0.0%8" X 8" TEE (TYP)16' - 8" PVC @ 0.0%W/ 2 - 45d BENDSAABB915920920925925915920925925926AVIENDA PKWY NWBASINBTM=912.53100-YR HWL =913.82>>>>>>>>>>>>AVIENDA PARKWAY NW BASIN CROSS SECTION A-A900905910915920925930900905910915920925930911.44
922.29
915.16
915.47
917.4
912.53
920.02
912.53
920.3
912.53
920.53
912.53
920.9
912.53
921.01
912.53
921.0
912.53
920.55
912.53
919.7
912.53
918.49
912.53
916.9
912.53
914.30
912.53
912.0
912.53
911.00
912.63
909.9
919.29-0+250+000+501+001+502+002+503+003+504+004+504+75EXISTING GRADEFINISHED GRADEBTM = 912.532.8'SEE DETAIL 6/C7.2AVIENDA PARKWAY NW BASIN CROSS SECTION B-B900905910915920925930900905910915920925930911.28
922.28-0+250+000+500+75STMH 503ARIM: 922.50INL (SE): 909.73INV (W): 910.53INV (NW): 909.7348" DIAR-1642PER CITYDETAIL C7.1-4STMH 503RIM: 922.40INL (E): 910.53INL (SE): 912.77INL (NE): 909.73INV (W): 909.7348" DIAR-1642PER CITYDETAIL C7.1-411' - 8" PVC@ 0.0%PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C303SCD001.DWGBASIN CROSS SECTIONSC3.3ANORTHWEST POND - PLANAVIENDA PARKWAY NW BASIN - PLANNORTH050100
BLUFF CREEK WEST BASIN CROSS SECTION A-A900905910915920925930935900905910915920925930935929.40919.51929.95911.00929.6911.00929.10911.00927.5911.00925.74911.00923.9911.00922.13911.00919.1911.00917.57913.84916.3916.53914.69917.76913.4917.93910.83917.53-0+250+000+501+001+502+002+503+003+504+004+25EXISTING GRADEFINISHED GRADEBTM = 911.00STMH 706ARIM: 917.04INL (N): 908.20INL (SW): 908.20INV (W): 909.0048" DIAR-1642PER CITYDETAIL C7.1-4STMH 706RIM: 917.23INL (N): 911.24INL (E): 909.00INV (SE): 908.20INV (S): 908.2048" DIAR-1642PER CITYDETAIL C7.1-410' - 8" RCP@ 0.0%2.8'SEE DETAIL 6/C7.2124' - 8" PERF. PVC @ 0.0%131' - 8" PERF. PVC @ 0.0%137' - 8" PERF. PVC @ 0.0%144' - 8" PERF. PVC @ 0.0%150' - 8" PERF. PVC @ 0.0%154' - 8" PERF. PVC @ 0.0%154' - 8" PERF. PVC @ 0.0%142' - 8" PERF. PVC @ 0.0%71' - 8" PERF. PVC @ 0.0%121' - 8" PERF. PVC @ 0.0%16' - 8" PVC @ 0.0%W/ 2 - 45d BENDS303' - 8" PVC @ 0.0%8" X 8" TEE (TYP)50' - 8" PVC @ 0.0%AA915920915920915920 915920917918919921911911BLUFF CREEKWEST BASINBTM=911.00100-YR HWL =914.62>>>>>>>>>>BLUFF CREEK EAST BASIN CROSS SECTION A-A890895900905910915920925890895900905910915920925915.97
908.90
916.31
898.15
916.5
898.15
916.46
898.15
916.4
898.15
916.35
898.15
916.1
898.15
915.87
898.15
915.3
898.15
914.15
898.15
912.8
898.15
911.36
904.64-0+250+000+501+001+502+002+503+003+503+75EXISTING GRADEFINISHED GRADEBTM = 898.15STMH 807ARIM: 904.64INL (N): 895.35INV (E): 896.15INV (SE): 895.3548" DIAR-1642PER CITYDETAIL C7.1-4STMH 807RIM: 904.65INL (N): 898.39INL (W): 896.15INL (SW): 895.35INV (S): 895.3548" DIAR-1642PER CITYDETAIL C7.1-412' - 8" RCP@ 0.0%2.8'SEE DETAIL 6/C7.2104' - 8" PERF. PVC @ 0.0%142' - 8" PERF. PVC @ 0.0%162' - 8" PERF. PVC @ 0.0%184' - 8" PERF. PVC @ 0.0%211' - 8" PERF. PVC @ 0.0%254' - 8" PERF. PVC @ 0.0%284' - 8" PERF. PVC @ 0.0%306' - 8" PERF. PVC @ 0.0%306' - 8" PERF. PVC @ 0.0%305' - 8" PERF. PVC @ 0.0%21' - 8" PVC @ 0.0%16' - 8" PVC @ 0.0%W/ 2 - 45d BENDS210' - 8" PVC @ 0.0%8" X 8" TEE (TYP)12' - 8" PVC @ 0.0%AA59' - 8" PERF. PVC @ 0.0%9009
0
0
9059
0
5
91
0
910900
900905905
900
905899 899899899906907908909909
BLUFF CREEK EASTBASINBTM=898.15100-YR HWL =899.95WEST SOUTH BASIN CROSS SECTION A-A915920925930935915920925930935922.51
923.79
922.08
923.73
922.2
923.73
922.40
926.73
921.8
925.09
921.16-0+250+000+501+001+502+002+25EXISTING GRADEFINISHED GRADEBTM = 923.73STMH 612RIM: 926.78INL (W): 920.93INV (S): 921.73INV (SE): 920.9348" DIAR-1642PER CITYDETAIL C7.1-4STMH 611RIM: 926.73INL (N): 921.73INL (NE): 920.93INV (S): 920.93INV (W): 923.8448" DIAR-1642PER CITYDETAIL C7.1-446' - 12" RCP@ 0.3%11' - 8" RCP@ 0.0%FES 610INV= 920.80PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. III2.8'SEE DETAIL 6/C7.2OE OE OE OE
WETLAND #3AA60' - 8" PERF. PVC @ 0.0%39' - 8" PERF. PVC @ 0.0%16' - 8" PERF. PVC @ 0.0%7' - 8" PERF. PVC @ 0.0%15' - 8" PVC @ 0.0%11' - 8" PVC @ 0.0%46' - 12" RCP @ 0.3%16' - 8" PVC @ 0.0%W/ 2 - 45d BENDS80' - 8" PVC @ 0.0%8" X 8" TEE (TYP)925922923924926927928924925926
WEST CENTRALBASINBTM=923.73100-YR HWL =923.26PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C303SCD001.DWGBASIN CROSS SECTIONSC3.3BBLUFF CREEK WEST BASIN - PLANNORTH050100BLUFF CREEK EAST BASIN - PLANWEST SOUTH BASIN - PLAN
WEST - NORTH BASIN CROSS SECTION A-A905910915920925930935940945905910915920925930935940945925.65921.47929.57915.43931.0915.43932.03915.43932.8915.43933.33915.43933.8915.43934.09915.43934.1915.43935.85915.43937.2915.43937.90915.43937.9915.53938.64919.79-0+250+000+501+001+502+002+503+003+504+004+2514' - 18" RCP@ 1.8%STMH 512RIM: 921.06INL (SW): 915.42INV (NE): 912.6348" DIAR-1642PER CITYDETAIL C7.1-4FES 513PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIEXISTING GRADEFINISHED GRADEBTM = 915.43AA920920925925930930 920916917918919 925930921922923924926927928929931932933WEST NORTHBASINBTM=915.43100-YR HWL =918.15EAST CENTRAL INTERIM BASIN & EAST POND CROSS SECTION A-A890895900905910915920925890895900905910915920925910.36
918.82
913.34
913.59
913.1
910.78
912.79
906.43
913.1
906.43
913.05
906.43
912.7
906.43
912.27
906.43
911.8
909.57
911.41
911.65
909.8
912.93
908.18
912.31
906.1
911.70
903.90
911.09
902.1
910.33
900.84
906.61
899.7
904.00
898.48
905.25
897.3
907.99-0+250+000+501+001+502+002+503+003+504+004+505+005+25199' - 24" RCP@ 1.2%47' - 54" RCP@ 0.5%EXISTING GRADEFINISHED GRADEBTM = 906.43BTM = 904.00OCS 911RIM: 904.00INV (E): 895.9784" DIAR-1642PER CITYDETAIL C7.1-4IIIIIIIIIAA199' - 24" RCP @ 1.2%47' - 54" RCP @ 0.5%9
1
0
915
9079089
0
9
911
912
913
914
916
910
915
907908909
911
912
913
914
916
917
918
910
907 908 909
911
912
913
910
911
912910911912913
910
911
912
913
905 910904906907908909 911EAST PONDBTM=904.00100-YR HWL =905.01EAST CENTRALBASINBTM=906.43100-YR HWL =910.63>>>>PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C303SCD001.DWGBASIN CROSS SECTIONSC3.3CWEST NORTH BASIN - PLANNORTH050100EAST CENTRAL INTERIM BASIN & EAST POND - PLAN
TRIANGLE BASIN CROSS SECTION A-A875880885890895900905875880885890895900905892.51895.02892.99887.17892.1887.19890.93890.78889.5888.19886.8884.54-0+250+000+501+001+502+002+502+75111' - 18" RCP@ 0.3%15' - 12" RCP@ 0.0%STMH 701RIM: 890.99INL (NW): 885.00INV (N): 887.41INV (S): 884.3748" DIAR-1642PER CITYDETAIL C7.1-4FES 700INV= 884.00PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIEXISTING GRADEFINISHED GRADEBTM = 887.17WETLAND #4AA15' - 12" RCP @ 0.0%111' - 18" RCP @ 0.3%100-YR HWL = 884.70890895900905895 900905888880885876877878 WETLAND 4BTM=884100-YR HWL=884.77TRIANGLE BASINBTM=887.17100-YR HWL =890.77>>>>>>SOUTH CENTER INTERIM BASIN CROSS SECTION A-A865870875880885890895900905910865870875880885890895900905910900.62903.67
901.53
891.14
901.3
883.61
900.22
876.02
898.1
875.63
895.40
875.63
893.0
875.63
890.54
875.63
887.6
875.63
884.73
875.63
882.5
875.63
880.00
878.20
876.7
876.80-0+250+000+501+001+502+002+503+003+503+7551' - 15" RCP@ 1.2%FES 820INV= 875.00PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIFES 821PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIEXISTING GRADEFINISHED GRADEBTM = 875.63XXXXXXXXAA51' - 15
"
R
C
P
@
1
.
2
%
895 900905880 880885 885890890 895895 900900
905
880885
876877878879
876 876876877877878878SOUTH CENTER TEMP BASINBTM=875.63100-YR HWL =879.24SOUTH EAST INTERIM BASIN CROSS SECTION A-A865870875880885890895900905910915865870875880885890895900905910915906.51
906.79
901.24
892.25
897.9
883.80
894.02
879.00
889.5
879.00
885.37
879.00
883.5
879.00
881.61
882.13
879.7
881.88-0+250+000+501+001+502+002+502+7529' - 6" PVC @ 1.0%STMH 801RIM: 884.49INL (NE): 878.71INV (S): 872.5848" DIAR-1642PER CITYDETAIL C7.1-4EXISTING GRADEFINISHED GRADEBTM = 879.00XXXXXXXXXXWETLAND BOUNDARY(TYP.)AA116' - 18" RCP @ 0.5%29' - 6" PVC @ 1.0%880880
885885
890
890895
895900
900905
905880885880885879
SE TEMP BASINBTM=879.00100-YR HWL =883.95>>>>>>PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C303SCD001.DWGBASIN CROSS SECTIONSC3.3DTRIANGLE BASIN - PLANNORTH050100SOUTH CENTER INTERIM BASIN - PLANSOUTH EAST INTERIM BASIN - PLAN
COCOX
X
X
X
X
X
X
X
X XCOCOCABXIIIIIIIIIIII>IHHCABXWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X XXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCECHAIN LINK FENCE>I>>WETLAND #6WETLAND #3WETLAND #4WETLAND #10MNDOT WETLAND M10C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17
C.S.A.H. NO. 17U.
S
.
T
R
U
N
K
H
I
G
H
W
A
Y
N
O
.
2
1
2 MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)MN/DOT SEEDMIX 25-141 (TYP.)SOD (TYP.)SOD (TYP.)SOD (TYP.)SOD (TYP.)SOD (TYP.)TRAIL /SIDEWALK (TYP.)TRAIL /SIDEWALK (TYP.)TRAIL /SIDEWALK (TYP.)TRAIL /SIDEWALK (TYP.)MN/DOT SEEDMIX 33-261 (TYP.)WETLAND 3NWL=920.58100-YR HWL=922.01WETLAND 4BTM=884100-YR HWL=884.72BLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL
OUTLOT BOUTLOT ANORTHWEST BASINBTM=892.50100-YR HWL =894.37AVIENDA PKWY NWBASINBTM=912.53100-YR HWL =913.55WEST NORTHBASINBTM=915.43100-YR HWL =918.15
EAST POND
BTM=904.00
100-YR HWL =
905.01
EAST CENTRAL
BASIN
BTM=906.43
100-YR HWL =
910.63
BLUFF CREEK WESTBASINBTM=911.00100-YR HWL = 913.57
BLUFF CREEK EASTBASINBTM=898.15100-YR HWL = 899.48SE TEMP BASIN
BTM=879.00
100-YR HWL =
883.91
SOUTH CENTER TEMP BASINBTM=875.63100-YR HWL = 879.17 TRIANGLE BASINBTM=887.17100-YR HWL = 890.77WEST CENTRAL BASINBTM=923.73100-YR HWL = 924.08BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CWEST-SOUTH POND100-YR HWL = 909.2392592091592093093592592091591592092091591
0
910910
910910905905
910905905
910910905905900896890885905
900
895
890
885884880880885890 895900905880885890895900905 910 915890895900905910895900905910915920910900920 920915915920920920914895900905910915920915920925920925930930935930925915920921
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020C304SCD001.DWGPHASE 1SEEDING & SODDINGC3.4NORTH0150300GROUNDCOVERCODE SOD HYLAND SOD, SALT TOLERANT TURF SEED MN/DOT MIX 25-141SEED / SOD SCHEDULE BUFFER/ WET MN/DOT MIX 33-261 SEEDSEE EROSION CONTROL PLAN & SWPPP FOR ADDITIONAL INFORMATION AND TEMP. SEEDING CONDITIONSLicense No:Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Kevin TeppenI hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the State of MINNESOTA.SEEDING / SODDING NOTESGENERAL:1.ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BE COMPLETED PRIOR TO SUBSTANTIAL COMPLETION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARYUTILITIES 72 HOURS BEFORE DIGGING. CONTRACTOR SHALL CONTACT EITHER COMMON GROUND ALLIANCE AT 811 ORCALL811.COM OR GOPHER STATE ONE CALL AT 651-681-7326 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATERMINNESOTA) OR WEB AT www.gopherstateonecall.org. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIROF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITSGOVERNING THE WORK.4.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BERESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THEEXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANTMATERIALS PRIOR TO INSTALLATION. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.5.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.6.NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONSMUST BE APPROVED PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. THE LANDSCAPEARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTERINSTALLATION.7.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKEPRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.8.CONTRACTOR SHALL PROVIDE GUARANTEE OF ALL PLANT MATERIALS FOR TWO COMPLETE GROWING SEASONS (APRIL 1 -NOVEMBER 1) YEAR . THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABORAND PLANTS. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. ANYPLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BEPROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE ANDMEETING ALL LANDSCAPE LEGEND SPECIFICATIONS.9.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED ORIRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.10.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTSFOR SIZE AND TYPE SPECIFIED.11.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.SOIL PREPARATION:12.TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS, CLAYS, PLANTS, WEEDS, ROOTS ANDOTHER IMPURITIES. PH VALUE SHALL BE BETWEEN 5.4 AND 7.0.13.REMOVE DEBRIS AND WEEDS FROM SUBSOIL.14.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPECONTRACTOR SHALL PERFORM A SOIL TEST PRIOR TO INSTALLATION AND NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OFANY SOIL AMENDMENTS.15.SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6". TOPSOIL PLACEMENT SHALL TAKE PLACE DURING DRY WEATHER. PREPARETOPSOIL SO THAT IT IS FREE OF DEBRIS AND GRADED TO DRAIN AS INDICATED ON GRADING PLANS.16.LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL.SEEDING/ SODDING:17.HIGHLAND SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITH STRONG FIBROUS ROOT SYSTEM FREE OFSTONES, BURNED OR BARE SPOTS CONTAINING NO MORE THAN 5 WEEDS PER 1000 SF. SOD SHALL BE GROWN IN MINERALSOILS. SOD GROWN IN PEAT SOILS WILL BE REJECTED.18.SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIAL RYEGRASS, 30% FINE FESCUES.19.FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID 10%, SOLUBLE POTASH 10%.20.APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIOR TO PLACING SOD.21.ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE PROPER SOIL CONTACT. MOISTEN PREPARED SOILIMMEDIATELY PRIOR TO LAYING SOD. LAY SOD IMMEDIATELY UPON DELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OROVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IF TEMPERATURE IS BELOW FREEZING.22.ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLL BEFORE THE FIRST WATERING.23.SEED AS SPECIFIED ON PLANS AND PER MN/DOT 2014 SEEDING MANUAL SPECIFICATIONS.24.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITEDISTURBED DURING CONSTRUCTION.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
OWNER
MUNICIPALITY
SES 05.19.2020
WATERSHED SUBMITTAL
MAY 27, 2020
SCD14001.LEV
2020LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
WATERSHED SUBMITTAL
CITY SUBMITTAL
WATERSHED SUBMITTAL
SES
SES
SES
22 APR 2020
01 MAY 2020
27 MAY 2020
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date:47165 05/27/2020
C305SCD001.DWG
SWPPP NOTES
C3.5
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES
EROSION PREVENTION AND SEDIMENT CONTROL
SITE EVALUATION / ASSESSMENT / PLANNING
Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all applicable
federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions and general
requirements of the construction contract.
The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash
downstream or contaminate stormwater.
Building products that have the potential to leach pollutants must be under cover.
Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.
Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling
and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,
stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to
the structural BMPs.
Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition
debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.
Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,
leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of
hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.
Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout
operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result
in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA
rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal
of concrete and other washout wastes.
External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.
Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.
Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where
they will be loaded or unloaded as detailed in the Permit.
INSPECTIONS AND MAINTENANCE
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See Grading, Drainage, and Erosion Control sheets for the location and type of temporary erosion prevention and sediment control
BMPs. See Grading, Drainage, and Erosion Control sheets for the location and type of permanent erosion prevention and sediment
control BMPs.
Minimize Disturbed Areas and Protect Natural Features and Soil
Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to
minimize erosion.
Areas not to be disturbed (buffers, bluff creek overlay districts, etc.) shall be protected with construction or silt fence before work
begins.
Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall
use tracked equipment wherever practicable.
Topsoil shall be salvaged and reused to the extent practicable.
Phase Construction Activity
Operator must not disturb more land than can be effectively inspected and maintained.
Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.
These practices shall remain in place until final stabilization has been established in accordance with the Permit.
The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or
grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control
practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before
the next precipitation event even if the activity is not complete.
Control Stormwater Flowing onto and Through the Project
The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the
construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of
discharge into any surface water.
Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.
Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after
connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.
Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch
checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being
used as a sediment containment system.
Stabilize Soils
All exposed soil areas, including stockpiles, must be stabilized. The site has discharge points within one mile of, and flows to impaired
waters. Therefore, stabilization of all exposed soil areas shall be initiated immediately to limit soil erosion in that portion of the site
where construction has temporarily or permanently ceased. Stabilization must be completed with in seven (7) calendar days of
cessation of construction activity.
Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including
storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm
water.
Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete
stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this
requirement.
Protect Slopes
Operator shall avoid work on slopes with a grade of 3h:1v or greater when practicable. Grading on slopes with a grade of 3h:1v or
steeper will require techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and
terracing).
Protect Storm Drain Inlets
All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the
inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.
Provide Energy Dissipation at all Pipe Outlets Within 24 Hours
After connection to a surface water or permanent stormwater treatment system.
Establish Perimeter Controls and Sediment Barriers
Prior to disturbing soils on a project site, establish sediment control BMPs on all downgradient perimeters and where site discharges
to public waters.
Retain Sediment On-site and Control Dewatering Practices
Dewatering or basin draining of turbid or sediment laden water related to construction activities shall be discharged to a temporary or
permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water.
Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or
downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation
measures.
Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.
Refer to Permit requirements for temporary or permanent sediment basins.
Establish Stabilized Construction Exits
Vehicle tracking pads shall be established as shown on the grading, drainage, paving and erosion control sheet to minimize tracking
of sediment from the construction site onto adjacent streets.
Infiltration Basin Protection
Operator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage area
has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.
When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavy
construction equipment to prevent compaction of soils.
Dewatering and Basin Draining
Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent
sediment basin. Discharges must not cause erosion or scour near the discharge points.
Remove Sediment from Surface Waters
All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage
systems) and the removal areas restabilized within seven (7) days.
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RECORD KEEPING / RECORD RETENTION
The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records shall be kept at the site during
construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the
field office or in an on site vehicle during normal working hours.
All Owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the Notice
of Termination (NOT). This does not include any records after submittal of the NOT.
The following is a list of records that shall be kept at the project site available for inspectors to review:
·copy of the SWPPP, with any modifications
·inspection and maintenance records
·permanent operation and maintenance agreements
·calculations for the design of temporary and permanent storm water management systems
·any other permits required for the project
·records of all inspection and maintenance conducted during construction
·all permanent operation and maintenance agreements that have been implemented, including all right of way, contracts,
covenants and other binding requirements regarding perpetual maintenance; and
·all required calculations for design of the temporary and permanent storm water management systems.
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LOG OF CHANGES TO THE SWPPP / AMENDMENTS
The Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified
BMPs, designed to correct problems identified or address situations as detailed in the Permit.
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FINAL STABILIZATION
POST CONSTRUCTION / PERMANENT BMPS
See Grading, Drainage, and Erosion Control sheets for post construction and permanent stormwater BMPs.1.
TERMINATION OF COVERAGE
The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection
and amendments to the approved SWPPP. Duties include but are not limited to:
·Ensuring full compliance with the SWPPP and the Permit
·Implementing all elements of the SWPPP, including but not limited to:
··Implementing prompt and effective erosion and sediment control measures
··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than
Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,
etc.
·Conducting routine inspections and maintenance
·Ensuring elimination of all unauthorized discharges
·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the
SWPPP, the Permit, and approved plans at all times.
1.
SWPPP CONTACT AND TRAINING INFORMATION
Owner:
Bahram Akradi
c/o/ Lifetime Fitness
attn: Mark Nordland
2902 Corporate Place
Chanhassen, MN 55317
952-229-7090
mnordland@lt.life
Operator:
Rachel Contracting, Inc.
attn: Ron Fricke
4125 Napier Ct. NE
St. Michael, MN 55376
763-424-1500
rfricke@rachelcontracting.com
Certification: U of MN, Design of Construction SWPPP, exp. May 31, 2021
Long Term Maintenance and Operation:
Level 7 Development, Inc.
c/o Life Time
attn: Mark Nordland
2902 Corporate Place
Chanhassen, MN 55317
952-229-7090
mnordland@lt.life
SWPPP Designer:
Steve Sabraski, P.E.
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
612-252-9070
ssabraski@landform.net
Certification: u of MN, Design of Construction SWPPP, exp. May 31, 2022
SWPPP Inspector / Manager:
Landform
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
attn: Fred Volz
612-363-3684
Certification: Construction Site Management, exp. May 31, 2021
BMP Installation and Repair:
To be determined. Contact Operator until BMP Installer and Maintainer is selected.
Certification: , exp.
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WATERS WITHIN ONE MILE OF SITE
SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY
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DESCRIPTION OF CONSTRUCTION ACTIVITY
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ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHEOLOGICAL REVIEWS
There are no requirements for storm water due to environmental, endangered species or archeological review with in the
Chanhassen AUAR Update of May 2017.
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MINNESOTA IMPAIRED WATERS
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NPDES PERMIT AND SWPPP COMPONENTS
The current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in this document as the
Permit.
The SWPPP includes the following components:
·Construction Documents prepared by Landform
·Stormwater Management Narrative and calculations
·Maintenance Plan for permanent stormwater BMPs
·Preliminary geotechnical report prepared by Braun Intertec, dated 4-12-2017
·Piezometer report by Braun Intertec, dated 10-16-2017
·Double-ring infiltrometer test results by Braun Intertec, dated 8-16-2017
All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of the above
documents.
1.
TEMPORARY SEDIMENTATION BASIN(S)
This project does have more than 5 acres draining to a common location and the site drains to Impaired Waters, therefore temporary
sediment basins are required. Refer to sheets C3.0 - C3.0D for further information.
Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The
contractor shall comply with the following requirements:
A.Sedimentation basins must provide live storage of runoff resulting from the 2-yr 24-hr rainfall event from each acre drained to
the basin with a minimum of 1,800 cf/acre live storage volume. (where no calculation has been performed, each basin shall
provide at least 3,600 cf/acre of live storage.) sedimentation basins must include a stabilized emergency overflow to prevent
basin integrity failure.
B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of
pollutants.
Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check
to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.
Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.
If any proposed temporary BMPs are not working as planned refer to the "Stormwater Compliance Assistance Toolkit for Small
Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional
requirements and information.
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SITE INFORMATION
Site location: Latitude: 44.867527, Longitude: -93.557648
Disturbed area = 93.0 ac.
Pre-construction impervious area within disturbed area = 0.4 ac.
Post-construction impervious area within disturbed area = 0.0 ac.
Net change in impervious area within disturbed area = -0.4 ac.
Type of stormwater management:
·Filtration
·Wet Sedimentation
Erosion prevention and sediment control quantities are on sheets C3.0 - C3.0D.
1 MILE
SURFACE WATER BUFFERS
50 foot buffers from surface waters are not possible everywhere on this site due to site grading requirements. We have provided
smaller buffers in combination with double silt fence where grading is adjacent to surface waters. For Wetland 3, the buffer ranges
from 28' to 50'. Wetland 4 has a buffer of 50'. For Wetland 6, the buffer ranges from 20' to 80'. MNDOT Wetland M09 has a buffer
ranging from 38' to 80'.
The above buffers are impacted only for storm sewer inlet and outlet construction.
1.
Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the MPCA.
Compliance with the permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for submitting a NOT
include:
A.Site must have achieved final stabilization (refer to section above).
B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.
C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of
properly.
D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete,
temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and
the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.
1.
The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:
A.Ensuring all areas have permanent cover.
B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.
1.
Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active
construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.
Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas.
Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.
Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.
Inspection Records content shall include:
A.Date and time of inspections;
B.Name of persons conduction inspections;
C.Findings of inspections, including specific locations where corrective actions are needed;
D.Corrective actions taken including dates, times, and the party taking the corrective action;
E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);
F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or
suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;
G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the
Permit.
BMP Maintenance:
A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time
frame is indicated.
B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.
C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of
sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.
D.Remove sediment from paved roadways within one calendar day of discovery.
E.Remove sediment from around BMPs protecting storm drain inlets.
F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of
discovery, or as stated by the Permit.
G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage
areas and dedicated concrete and asphalt batch plants are cleaned and maintained.
H.Replace damaged BMPs that no longer operate effectively.
Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.
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Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control
sheets for initial locations of BMPs.
Construct temporary / permanent sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs at toe of
slopes and apply erosion control blankets to basin sides within 7 days of completion of grading individual basins.
Protect in filtration areas with construction fencing at toe of slopes within 48 hours of completion of basin construction.
Stabilize outlets from temporary / permanent sedimentation basins within 24 hours of outlet construction.
Stabilize storm sewer outfalls within 24 hours of outlet construction (install rip rap).
Perform work in phases to minimize disturbed area at any one time.
Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide immediate stabilization.
Rough grade site. Grading areas open at one time should be limited to minimize potential for sediment transport.
Install public utilities.
Final grade roadway areas and compact subgrade.
Place pavement aggregate and compact.
Install curb and gutter. Backfill and stabilize exposed soil.
Install private (small) utilities (gas, electric, communications).
Pave roadways, trails and walks.
Provide final stabilization for any remaining disturbed areas.
Remove temporary BMPs once up gradient areas are stabilized.
Connect infiltration practices to storm sewer inlets.
Future work (individual construction) shall follow a similar sequence but include building construction.
The SWPPP will need to be revised for each successive construction phase to include site specific items.
Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,
paving, and landscaping.
Future construction activity will include erosion and sediment control BMPs installation, utility installation, paving, building
construction, and landscaping on individual parcels.
Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;
and stormwater does not discharge to it.
Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and
stormwater does discharge to it.
A.TMDLs have been established for this impaired water for Fishes Bioassessment.
B.TMDLS have been established for this impaired water for Mercury in Fish Tissue.
C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators.
Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and
stormwater does discharge to it.
A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special construction
requirements for this impairment.
B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are no
special construction requirements for this impairment.
Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;
and stormwater does discharge to it.
A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special construction
requirements for this impairment.
B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for this
impairment.
This site will meet these TMDLs using the following methods: Follow Permit requirements.
Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwater
from the site does not discharge to it.
The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCA
Impaired Waters Viewer:
A.MNDOT Wetland M09
B.MNDOT Wetland M10
C.Onsite Wetland #3
D.Onsite Wetland #4
E.Onsite Wetland #6
F.MNDOT Stormwater "Englewood" Pond
COCOSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEIIIIIISIG.BASESIG.BASELTSIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASELTLTMBX X X X XXX>>>>>>>>>>>>>>>>>>>>>>>>>C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17
C.S.A.H. NO. 17U.
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2 BLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL
OUTLOT BMILLS DRIVEOUTLOT ABLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020KEY MAPC306SCD001.DWGPHASE 1SOIL LOOSENING AREASC3.6NORTH0150300CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONALINFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. MAINTAIN STOCKPILESWITH MAXIMUM 1V:2H SLOPES.REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATIONMATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOILCORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TOOBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTHEXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALLPORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY(ASTM D1557).AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BESMALL SCALED AND TRACKED.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THETRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OFTOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.REFER TO SHEET C3.3 FOR PHASE 1 BASIN CROSS-SECTIONS.SLOPE CALLOUTS ARE VERTICAL:HORIZONTAL (V:H)12.13.14.15.16.17.18.19.20.21.22.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OFCONSTRUCTION. INSTALL POND / BASIN PROTECTION SEDIMENT CONTROLS WITHIN 7 DAYS OF COMPLETION OFBASIN GRADING. REMOVE PERIMETER CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED AND DISPOSE OF OFF SITE.LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OFEXPOSURE OF DISTURBED AREAS.MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLSAS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.REFER TO SWPPP NOTES ON SHEET C3.5 FOR ADDITIONAL REQUIREMENTS.EXCAVATE PONDS AND TEMPORARY SEDIMENTATION BASINS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVESEDIMENT FROM PONDS AND BASINS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLYSTABILIZED.CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING INFILTRATION SYSTEMS UNTIL THE SITE ISCOMPLETELY STABILIZED.ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THESITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.ITEMSPECIFICATION NUMBERSODMNDOT 3878SEEDMNDOT 3876MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROLMN TYPE 25-151 @ 120 LB/AC - PERMANENT TURFMN TYPE 33-261 @ 35 LB/AC - PERMANENT WETLAND BUFFERMULCHMNDOT 3882(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)FERTILIZER (FOR PERMANENT TURF ONLY)MNDOT 3881GENERAL PLACEMENTMNDOT 2575SEE SITE RESTORATION SHEET FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.2.3.4.5.6.7.8.9.10.11.GRADING NOTESGENERAL NOTESLEGEND:INLET PROTECTIONnn:SILT FENCE:VEHICLE TRACKING PADESTIMATED QUANTITY134 EACH2 EACH18,000 FEETSYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.WA:CONCRETE WASHOUT:EROSION CONTROL BLANKET>>:DRAINAGE SWALE21.22.23.24.25.26.27.28.29.30.RPBCWD STANDARD EROSION CONTROL NOTES:ENKAMAT474,033 S.F.10,469 S.F.:CONSTRUCTION LIMITSLEGENDESTIMATED QUANTITYSYMBOLDESCRIPTION:BUILDING PADNATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE:A) A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCHIN THE UPPER 12 INCHES OF SOIL ORB) A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THEUPPER 12 INCHES OF SOILIN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINALREVEGETATION OR OTHER STABILIZATION OF THE SITE. REFER TO SHEET C3.6 FOR DECOMPACTION AREAS.THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOILSTABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, ORSUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S WITHIN 48 HOURS OF DISCOVERY AND PRIOR TOTHE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THESITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVELAND-DISTURBING ACTIVITIES ARE NOT UNDERWAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES ATLEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIESUNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVYEQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURINGCONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIALFROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET OF FINALGRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANYACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTSCOMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILSBELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATIONOR PLANTING.31:ANTICIPATED FUTURE DECOMPACTION AREAS (FOR REFERENCE)LEGEND:PHASE 1 DECOMPACTION AREAS
FES:897.8924"RCP@0.6%FES:897.11FES:895.0360"RCP@0.6%FES:896.27RE:904.73IE:SPOUTRE:905.28IE:SPOUTC.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERE:937.71IE:925.96RE:915.15IE:884.05 10057915.73HYD@GRNDSUNSETTRAILC.S.A.H.
NO. 17LOW FLOOR ELEVATION ABOVE 883.5MIN. LOW FLOOR ELEVATION = 925.5MIN. LOW FLOORELEVATION = 925.5LOW FLOOR ELEVATION ABOVE 897.112" WAT 12" WAT 12" WAT 12" WAT12" WAT12" WAT12" WAT12" WAT
8" WAT8" WAT8" WAT
12" WAT 8" WAT
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STMSTMSTMSTM STMSTM STMSTMSTM STM >>>>>>>>>SANSANSAN SAN SANCOCOX
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SIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASECABXHHCABXCABXIIIIIIIIIIIIUEOE OE OE OEOEOEOEOESSMHRE=936.6IE=925.3(E)IE=925.2(W)SSMHRE=937.7IE=925.9(W)>IHHSIG.BASESIG.BASELTSIG.BASESIG.BASESIG.BASESIG.BASEHHSIG.BASESIG.BASESIG.BASECABXLTLTMBBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEGUARDRAILX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCEFOFOFOFOFOFOFOFOELECTRICTRANSFORMERCHAIN LINK FENCEELECTRICTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1SSMHRE=903.6X>I>>SSMHRE=909.0IE=883.6SSMHRE=915.2IE=884.1>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEB-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #3WETLAND #4WETLAND #10MNDOT WETLAND M09MNDOT WETLAND M10C.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 BLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAIL>>>>>>>>>>>>>>>>>>>>>>STMSTMSTMSTMSTMSTMSTM>>>>>>>>STMSTM STMSTMPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C403SCD001.DWGULTIMATEUTILITIES C4.0NORTH0150300PIPE MATERIALS - REFER TO UTILITY PROFILES.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TOCONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANYDISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO CONSTRUCTION OF NEWUTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICTS AREDISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY INSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION.INSTALL TRACKER WIRE WITH ALL NON-CONDUCTIVE UTILITIES PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN CONNECTIONINSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER PIPELENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT, AT 952.227.1300 FOR FLUSHING AND PRESSURE TESTINSPECTIONS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEETREQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.REFER TO SHEETS C5.1 - C5.9 FOR AVIENDA PUBLIC UTILITY PLAN AND PROFILES.REFER TO PLANS BY TOOLE DESIGN GROUP FOR BLUFF CREEK BLVD PUBLIC PLAN AND PROFILES.REFER TO SHEETS C7.1 - C7.5 FOR CIVIL CONSTRUCTION DETAILS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT612.252.9070.1.LEGEND:CONSTRUCTION LIMITS:FUTURE SANITARY SEWER (FOR REFERENCE ONLY):FUTURE WATERMAIN AND SERVICES (FOR REFERENCE ONLY):FUTURE STORM SEWER / BASIN DISTRIBUTION PIPES (FOR REFERENCE ONLY):FUTURE BASIN UNDERDRAIN COLLECTION PIPES (FOR REFERENCE ONLY):PHASE 1 SANITARY SEWER:PHASE 1 WATERMAIN:PHASE 1 STORM SEWER
FES:897.8924"RCP@0.6%FES:897.11FES:895.0360"RCP@0.6%FES:896.27RE:904.73IE:SPOUTRE:905.28IE:SPOUTRE:937.71IE:925.96RE:915.15IE:884.05 10057915.73HYD@GRNDLOW FLOOR ELEVATION ABOVE 883.5MIN. LOW FLOOR ELEVATION = 925.5MIN. LOW FLOORELEVATION = 925.5LOW FLOOR ELEVATION ABOVE 897.1COCO
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UEUEUEUEUEUEUEUEUEB-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30B-31B-32WETLAND #6WETLAND #3WETLAND #4WETLAND #10MNDOT WETLAND M09MNDOT WETLAND M10X XC.S.A.H. NO. 18LYMAN BOULEVARDPOWERS BOULEVARD
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BLUFF CREEK BLVD.MILLS DRIVERIVER ROCK DRIVE S.RIVER ROCK DRIVE N.SUNSETTRAILC.S.A.H.
NO. 17WETLAND BOUNDARY(TYP.)C.S.A.H. NO. 17U.
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2 Lyman BoulevardPowers BoulevardBluff Creek Boulevard Bethesda CircleLyman BoulvevardRiver Rock Drive N Jersey WayRIVER ROCK DR SDegler CircleMills DriveJeurissen Lane
Powers BoulevardBLUFF CREEK BLVD.AVIENDA PKWYSUNSET TRAILMILLS DRIVEBLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARY>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS
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>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANC5.2C5.3C5.4C5.5C5.6C5.6C5.7C5.7C5.7C6.1C6.2C6.3C6.4C6.5C6.6C6.6C5.1PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH0150300C401SCD001.DWGPHASE 1OVERALL UTILITIESC4.1PIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS
16+0017+00OUTLOT D>>>>>>STMSTM>>>>>>WATWATWAT WATWATWAT>>>>STMSTM
CB 111CB 112CB 202ACB 202CB 206ACDS 201FES 200OUTLOT CB-30-1+75-1+000+001+002+003+004+00>>>>921.5922.89922.0923.11922.5922.24923.3922.71923.3922.77923.6923.09923.8923.19924.5923.40925.7923.72927.4923.93929.1924.02931.3
923.98
933.0
923.84
934.2
923.69
935.4
923.54
936.5
923.38
936.6
923.23
937.3
923.08
938.3
922.92
938.1
922.77
937.6
922.62
936.5
922.47
934.5
922.31-1+50-1+00-0+500+000+501+001+502+002+503+003+504+00CB 111RIM: 921.98INL (W): 917.29INV (N): 917.2948" DIAR-3067-VPER CITYDETAIL C7.1-490' - 15" RCP CL. V @ 0.50%PVI STA: 0+75.25PVI ELEV: 924.30K: 49.71LVC: 120.00AD: -2.41%BVCS: 0+15.25BVCE: 923.22
EVCS: 1+35.25
EVCE: 923.93 HIGH PT. STA: 1+04.86HIGH PT ELEV: 924.020.61%890895900905910915920925930905910915920925930935940945940.4
922.76
934.3
922.80-0+250+000+501+00CB 112RIM: 921.98INV: 917.472'X3'R-3067-VPER CITYDETAIL 7.4-636' - 15" RCPCL. V @ 0.50%CB 111RIM: 921.98INL (W): 917.29INV (N): 917.2948" DIAR-3067-VPER CITYDETAIL C7.1-4EXISTING GROUNDWMSAN890895900905910915920925930PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH03060C500SCD001.DWGWEST AVIENDA PARKWAYSTREET & STORMC5.1MATCHLINE - (REFER TO S.A.P. NO. 194-125-003 PLANS)MATCHLINE - (REFER TO S.A.P. NO. 194-125-003 PLANS)
MATCHLINE - SEE SHEET C5.2 AVIENDA PARKWAYCB 111 - CBMH 112MATCHLINE - SEE SHEET C5.2AVIENDAPARKWAYBLUFFCREEK BLVD.C C STA: -1+75 AVIENDA PARKWAYC C STA: 16+98 BLUFF CREEK BLVD.LLLLWETLAND #3100-YR. = 922.10PIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAILC7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS(STA. 0+27.40)KEY PLAN
905910915920925930935905910915920925930935930.9
920.31-0+250+000+500+75CB 108BRIM: 920.12INV: 915.882'X3'R-3067-VPER CITYDETAIL 7.4-6CB 108ARIM: 920.08INL (S): 915.86INV (E): 915.8648" DIAR-3067-VPER CITYDETAIL C7.1-4CB 108RIM: 920.08INL (S): 915.75INL (W): 915.75INV (N): 915.5548" DIAR-3067-VPER CITYDETAIL C7.1-437' - 15" RCPCL. V @ 0.30%6' - 15" RCPCL. V @ 0.30%EXISTING GROUNDWM905910915920925930905910915920925930917.0
919.96
916.0
920.05
916.6-0+250+000+501+001+25WMCB 106BRIM: 919.38INV: 915.472'X3'R-3067-VPER CITYDETAIL 7.4-6CB 106ARIM: 919.37INL (SW): 915.44INV (SE): 915.4448" DIAR-3067-VPER CITYDETAIL C7.1-4CB 106RIM: 919.37INL (SW): 915.13INL (NW): 915.33INV (NE): 914.9348" DIAR-3067-VPER CITYDETAIL C7.1-437' - 15" RCPCL. V @ 0.30%10' - 15" RCPCL. V @ 0.30%>>>>>>>>>>>>>>>>>>>>>>STMSTMSTMSTM>
>
>
>WATWATCB 110CB 109CB 108ACB 108STMH 107CB 108BCB 105CB 106BCB 106ACB 106OUTLOT DB-13STMH 511OUTLOT C5+006+007+008+009+00 FES 513STMH 512FES 513STMSTM>>>>>>>>934.5922.31933.8922.16933.0922.01932.9921.85932.1921.70931.7921.55931.8921.40931.8921.24931.7921.09930.9920.94929.5920.78928.0920.63926.7
920.48
924.0
920.33
921.2
920.17
918.8
920.09
916.6
920.09
913.8
920.19
910.6
920.394+004+505+005+506+006+507+007+508+008+50CB 110RIM: 921.42INL (S): 916.84INV (N): 916.8448" DIAR-3067-VPER CITYDETAIL C7.1-4CB 109RIM: 920.78INL (S): 916.32INV (N): 916.3148" DIAR-3067-VPER CITYDETAIL C7.1-4CB 108RIM: 920.08INL (S): 915.75INL (W): 915.75INV (N): 915.5548" DIAR-3067-VPER CITYDETAIL C7.1-4STMH 107RIM: 919.84INL (S): 915.27INV (NE): 915.2748" DIAR-1642PER CITYDETAIL C7.1-4CB 105RIM: 919.38INL (SW): 914.91INV (NE): 914.9148" DIAR-3067-VPER CITYDETAIL C7.1-4104' - 15" RCP CL. V @ 0.50%113' - 15" RCP CL. V @ 0.50%79' - 18" RCP CL. V @ 0.35%47' - 18" RCP CL. V @ 0.30%94' - 21" RCP CL. V @ 0.35%WATERMAINPVI STA: 7+94.94PVI ELEV: 919.90K: 66.70LVC: 100.00AD: 1.50%BVCS: 7+44.94
BVCE: 920.20
EVCS: 8+44.94
EVCE: 920.34 LOW PT. STA: 7+85.71LOW PT ELEV: 920.08CB 106RIM: 919.37INL (SW): 915.13INL (NW): 915.33INV (NE): 914.9348" DIAR-1642PER CITYDETAIL C7.1-47' - 21" RCPCL. V @ 0.31%0.61%890895900905910915920925930935890895900905910915920925930935PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C500SCD001.DWGWEST AVIENDA PARKWAYSTREET & STORMC5.2CB 108B - CB 108CB 106B - CB 106NORTH03060AVIENDA PARKWAYMATCHLINE - SEE SHEET C5.1
MATCHLINE
-
SEE
SHEET
C5
.3WEST NORTH INTERM BASIN100-YR. = 918.15BOTTOM = 915.43MATCHLINE - SEE SHEET C5.1
MATCHLINE - SEE SHEET C5.3 SEE SHEET C5.4 FOR PROFILEKEY PLANPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAILC7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STMSTM
STMSTM
STM>>SANWATWATWATWATCB 122CB 121CB 102CB 102ACB 103CB 103ACDS 101CB 104CB 105FES 100OUTLOT DOUTLOT CSTMH 503ASTMH 50214+089+0010+0011+0012+0013+0014+00STMH 5038" GATE VALVE & BOX W/EXTENSIONS16 LF 8" PVC, C-900@ 0.0% W/ 2 - 45d BENDSB-1411 LF 8" PVC @ 0.0%C7.26STM>>>>>>3+00
3+41
895900905910915920925930895900905910915920925930913.5
922.85-0+250+000+500+75CB 103ARIM: 921.92INV: 917.642'X3'R-3067-VPER CITYDETAIL 7.4-6CB 103RIM: 922.71INL (E): 913.79INL (W): 913.79INL (N): 917.2948" DIAR-3067-VPER CITYDETAIL C7.1-435' - 15" RCPCL. V @ 1.00%SANWM905910915920925930935940945927.2
912.53
930.2
925.51
932.7
924.89
937.4
925.17
938.4
925.23
938.2
924.99
936.8
925.21
925.28
925.32
925.09-0+250+000+501+001+502+002+50CB 122RIM: 924.68INV: 920.432'X3'R-3067-VPER CITYDETAIL 7.4-693' - 15" RCP CL. V @ 1.00%CB 121RIM: 924.71INL (E): 919.44INV (S): 919.4448" DIAR-3067-VPER CITYDETAIL C7.1-4CB 102RIM: 924.56INL (N): 918.51INL (E): 919.01INV (S): 913.01INV (W): 913.2148" DIAR-3067-VPER CITYDETAIL C7.1-4WMWMEXISTING GROUND99' - 15" RCP CL. V @ 1.00%14' - 24" RCPCL. V @ 0.36%53' - 24" RCPCL. V @ 0.36%FES 100INV= 912.77PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIICDS 101RIM: 925.44INL (N): 912.96INV (S): 912.9648" DIAR-1642PER CITYDETAIL C7.1-4910.6920.39910.2920.61910.1920.83909.4921.05908.5921.28908.1921.50908.2921.72907.9921.94909.3922.16910.7922.44912.0922.77915.7923.10922.0
923.42
926.1
923.69
929.8
924.04
930.7
924.46
930.7
925.43
930.3
925.27
929.9
926.33
929.9
926.33
929.0
926.33
929.0
925.14
929.1
925.718+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+00CB 104RIM: 920.11INL (SW): 914.58INV (E): 914.5848" DIAR-3067-VPER CITYDETAIL C7.1-4CB 102RIM: 924.56INL (N): 918.51INL (E): 919.01INV (S): 913.01INV (W): 913.2148" DIAR-3067-VPER CITYDETAIL C7.1-4CB 102ARIM: 924.57INV: 919.922'X3'R-3067-VPER CITYDETAIL 7.4-6213' - 21" RCP CL. V @ 0.37%162' - 21" RCP CL. V @ -0.36%91' - 15" RCP CL. V @ 1.00%WATERMAINWATERMAINCB 103RIM: 922.71INL (E): 913.79INL (W): 913.79INL (N): 917.2948" DIAR-3067-VPER CITYDETAIL C7.1-40.89%EVCE: 920.34
890895900905910915920925930890895900905910915920925930PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH03060C500SCD001.DWGNORTH AVIENDA PARKWAYSTREET & STORMC5.3AVIENDA PARKWAYCB 103A - FES 103CB 122 - FES 100INFILTRATION BASINAVIENDA PARKWAY NW100-YR. = 914.60BOTTOM = 912.53C C STA: 13+20 AVIENDA PARKWAYC C STA: 3+41 SUNSET TRAILLLLLMATCHLINE - SEE SHEET C5.2MATCHLINE - SEE SHEET C5.5SUNSET
TRAIL
MATCHLINE - SEE SHEET C5.2 REFER TO SHEET C5.4SEE SHEET C3.3 FOR BASINCROSS SECTIONSKEY PLANPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TOCONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANYDISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO CONSTRUCTION OF NEWUTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICTS AREDISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY INSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN CONNECTIONINSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER PIPE LENGTHSTO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT. APPROVEDRESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, ANDOTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAIL C7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEETREQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS
885890895900905910915920893.94892.50895.22905.82897.68917.27904.43920.98911.98920.36915.24921.32
913.53
921.78
910.75
922.18
913.67
920.19-0+250+000+501+001+502+002+503+003+504+00STMH 501RIM: 915.75INL (SE): 906.81INV (NW): 892.9248" DIAR-1642PER CITYDETAIL C7.1-485' - 18" RCP CL. V @ 0.50%FES 500INV= 892.50PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. III134' - 12" RCP CL. V @ 1.00%WMSANSTMH 502RIM: 920.88INL (E): 908.15INV (NW): 908.1448" DIAR-1642PER CITYDETAIL C7.1-4158' - 12" RCP CL. V @ 1.00%STMH 503RIM: 922.40INL (E): 910.53INL (SE): 912.77INL (NE): 909.73INV (W): 909.7348" DIAR-1642PER CITYDETAIL C7.1-450' - 8" PVC@ 0.0%STMH 503ARIM: 922.50INL (SE): 909.73INV (W): 910.53INV (NW): 909.7348" DIAR-1642PER CITYDETAIL C7.1-4>
>>>>>>>>>>>>
>>>>>>>>>S
T
M
STMSTM >>>>>>SANSANSAN
W
A
T
WATWATWATCB 104CB 105CB 106BCB 106ACB 106STMH 501OUTLOT COUTLOT C
FES 510B-1FES 510STMH 511OUTLOT C
>>>>STM
STMH 503ASTMH 5028
+
0
0
9+0010+0011+00FES 500FES 513STMH 512FES 513STMH 521STMH 522FES 520STMH 5038" GATE VALVE & BOX W/EXTENSIONS16 LF 8" PVC, C-900@ 0.0% W/ 2 - 45d BENDS8" GATE VALVE20 LF 8" PVC, C-900@ 0.0% W/ 2 - 45d BENDSB-1411 LF 8" PVC @ 0.0%14 LF 8" PVC @ 0.0%C7.26C7.26STMSTM
>>
>>
>>
>>
>>>>885890895900905910915920925885890895900905910915920925928.9
915.43
924.4
921.81
921.2
922.43
917.0
922.46
910.2
917.73
904.0
914.23
899.4
914.07
896.8
913.51
895.1
905.15
893.7
896.54-0+250+000+501+001+502+002+503+003+25FES 510INV= 892.50PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIFES 513INV : 915.67PER CITYDETAIL 7.4-5STMH 511RIM: 913.57INL (SW): 910.85INV (N): 892.8348" DIAR-1642PER CITYDETAIL C7.1-466' - 18" RCPCL. V @ 0.50%EXISTING GROUNDSTMH 512RIM: 921.06INL (SW): 915.42INV (NE): 912.6348" DIAR-1642PER CITYDETAIL C7.1-4178' - 18" RCP CL. V @ 1.00%SAN14' - 18" RCPCL. V @ 1.75%880885890895900880885890895900898.9
895.57
891.3-0+250+000+501+001+25FES 520INV= 889.38PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIISTMH 521RIM: 895.42INL (S): 890.50INL (W): 889.70INV (N): 889.70INV (E): 892.7448" DIAR-1642PER CITYDETAIL C7.1-4STMH 522RIM: 895.45INL (SE): 889.70INV (N): 890.50INV (NW): 889.7048" DIAR-1642PER CITYDETAIL C7.1-414' - 12" RCPCL. V @ 0.00%45' - 18" RCPCL. V @ 0.71%PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C504SCD001.DWGNORTHWEST OUTLETSTREET & STORMC5.4NORTH03060WEST NORTH BASIN (25P)100-YR. = 918.15BOTTOM = 915.43NORTHWESTBASIN (21P)100-YR. = 894.26BOTTOM = 892.50AVIENDA
PARKWAYMATCHLINE - SEE SHEET C5.3NW OUTLETFES 513 - FES 510 SEE SHEET C5.3 STMH 522 - FES 520KEY PLANSEE SHEET C3.3 FOR BASINCROSS SECTIONSPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAILC7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSINFILTRATION BASINAVIENDA PARKWAY NW100-YR. = 914.60BOTTOM = 912.53SEE SHEET C3.3 FOR BASINCROSS SECTIONS
905910915920925930935940945950905910915920925930935940945950GRADE BREAK STA = 0+46.11ELEV = 931.737
GRADE BREAK STA = 2+04.90
ELEV = 926.933
GRADE BREAK STA = 3+41.26
ELEV = 926.333-1.23%-3.44%-2.93%2.00%13.20%0.00%-1.52%932.3932.0931.69934.3931.28936.6930.54937.9929.68938.7
928.82
939.8
927.96
940.3
927.10
940.0
927.13
938.9
926.75
938.0
926.37
937.5
925.84
932.0
926.33-0+250+000+501+001+502+002+503+003+503+75PVI STA: 0+75.89PVI ELEV: 931.37K: 18.07LVC: 40.01AD: -2.21%BVCS: 0+55.88BVCE: 931.62EVCS: 0+95.89EVCE: 930.68
8" PVC C900 WATERMAINOEOEUTLTFO FO FO FO FO FO>>>>>>>>>>>>>>UE UE UE UE UE UE
>>>>>>>>>>>>>>STMSTM
CB 122CB 121CB 102CB 102ACDS 101OUTLOT COUTLOT EB-2
14+0813+00 14+000+001+002+003+003+41PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C504SCD001.DWGSUNSET TRAILSTREET PROFILEC5.5SUNSET TRAILNORTH03060TIE INTO EXIST STREET& CURB AT STA: 0+45 +/-MATCHLINE - SEE SHEET C5.3PARKWAYSUNSET TRAILLYMAN BLVD.MATCHLINE - SEE SHEET C5.3
EXIST. GRADESEE SHEET C5.3AVIENDAKEY PLANPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAILC7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS
895900905910915920905.4906.43908.9912.61910.0912.60910.0911.98910.0911.37910.0910.76905.5908.34902.0904.000+000+501+001+502+002+502+75890895900905910915890895900905910915905.9
905.87-0+250+000+501+001+25OCS 911RIM: 904.00INV (E): 895.9784" DIASPLIT GRATEPER CITYDETAIL C7.1-447' - 54" RCP CL. IV @ 0.54%199' - 24" RCP CL. III @ 1.22%FES 900INV= 904.00PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIFES 901INV : 906.43PER CITYDETAIL 7.4-5CONNECT TO EXISTING PIPEREMOVE EXISTING FESIIIIII>>OCS 911>>FES 900STMFES 901>>>>EAST PONDBTM=904.00100-YR HWL =905.01EAST CENTRALBASIN (1P)BTM=906.43100-YR HWL =910.63OE OE OE OE OE
WETLAND #3STMH 611STMH 612FES 6108" GATE VALVE16 LF 8" PVC, C-900@ 0.0% W/ 2 - 45d BENDS15 LF 8" PVC, C-900@ 0.0%11 LF 8" PVC, C-900@ 0.0%>>915920925930935915920925930935922.6
926.85
921.2-0+250+000+501+001+25STMH 612RIM: 926.78INL (W): 920.93INV (S): 921.73INV (SE): 920.9348" DIAR-1642PER CITYDETAIL C7.1-411' - 8" RCPCL. V @ 0.00%46' - 12" RCPCL. V @ 0.28%STMH 611RIM: 926.73INL (N): 921.73INL (NE): 920.93INV (S): 920.93INV (W): 923.8448" DIAR-1642PER CITYDETAIL C7.1-4FES 610INV= 920.80PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. IIIPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C504SCD001.DWGEAST INTERIM BASINSTORMC5.6EAST INTERIM BASIN NETWORKNORTH03060WETLAND 3 BASINKEY PLANPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAILC7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS
865870875880885890865870875880885890881.6875.63875.5-0+250+000+501+001+25FES 821INV : 875.63PER CITYDETAIL 7.4-5FES 820INV= 875.00PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. III51' - 15" RCPCL. V @ 1.24%X X X X X X X XXXXXXXXXB-24SOUTH CENTER INTERIM BASINBTM=875.63100-YR HWL = 879.17STM
WETLAND #4B-11STMSTM
>>>>875880885890895875880885890895891.8
887.57
889.1
887.7
885.4
884.2-0+250+000+501+001+501+7515' - 12" RCPCL. V @ 0.00%111' - 18" RCPCL. V @ 0.33%STMH 701RIM: 890.99INL (NW): 885.00INV (N): 887.41INV (S): 884.3748" DIAR-1642PER CITYDETAIL C7.1-4FES 700INV= 884.00PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. III865870875880885890865870875880885890882.8879.00
879.0
877.0
875.5-0+250+000+501+001+501+75STMH 801RIM: 884.49INL (NE): 878.71INV (S): 872.5848" DIAR-1642PER CITYDETAIL C7.1-4116' - 18" RCPCL. V @ 0.50%FES 800INV= 872.00PER CITY DETAILS: C7.1-5 & 7.4-58-12 CU. YD.RIP-RAP CL. III29'- 6" PVC @ 1.0%XXXXXXXXXXXXXXB-21SE INTERIM BASINBTM=879.00100-YR HWL =883.91STM >>>>PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C504SCD001.DWGSOUTH INTERIM BASINSSTORMC5.7SOUTH CENTERINTERIM BASINNORTH03060TRIANGLE BASINKEY PLANSOUTHEASTINTERIM BASINPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE PER DETAILC7.2/1.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITS
CAP SANITARYSEWER STUB 21AINV=910.83FINISHED GROUND905910915920925930935940905910915920925930935940937.0
922.84
935.2
923.56-0+250+000+501+001+25SAN MH 21RIM: 923.18INL (N): 910.26INL (E): 910.26INV: 910.1648" DIAR-1642CITY DETAIL 7.3-549' - 6" PVC @ 1.16%EXISTING GROUNDPLUG WATERMAIN STUB8" PVC C900 WATERMAIN>>>>>>>>>>>>>>>>STMWAT
WAT>>SAN
SAN MH 21SAN MH 46" CAPSANITARY SEWERSTUB 21AINV = 910.838" PLUGWATER MAINSTUB10' DRAINAGE & UTILITY EASEMENTBLUFF CREEK BLVD-1+75-1+000+001+002+003+0012" - 11.25dBENDHYDRANT& VALVEW/ 6" PVC C900LEAD8" G.V.12"x8" TEE8" - 11.25d BEND0+00
0+70SAN MH 20SAN MH 312"x6" TEE12"x12" TEE12" G.V.12" G.V.12" G.V.8" PLUGWATER MAINSTUBWETLAND 312" X 8" TEE8" G.V.49' - 6" PVC @ 1.16%
8" PVC C900 WATERMA
I
NSAN SAN>>>>>>>WATWAT7.5' MIN. COVER
MIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWERFINISHED GROUND922.5922.24923.3922.71923.3922.77923.6923.09923.8923.19924.5
923.40
925.7
923.72
927.4
923.93
929.1
924.02
931.3
923.98
933.0
923.84
934.2
923.69
935.4
923.54
936.5
923.38
936.6
923.23
937.3
923.08
938.3
922.92
938.1
922.77
937.6
922.62-1+00-0+500+000+501+001+502+002+503+003+50328' - 8" PVC @ 0.50%STORM SEWERSTORM SEWER12" PVC C900 WATERMAIN12" PVC C900 WATERMAINSAN MH 20RIM: 922.04INL (N): 908.52INV: 908.4248" DIAR-1642CITY DETAIL 7.3-5885890895900905910915920925930935940NORTH03060PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C600SCD001.DWGWEST AVIENDA PARKWAYWATER & SANITARYC6.1PIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSSTUB 21A - SAN MH 21MATCHLINE(REFER TO S.A.P. NO.194-125-003 PLANS)
MATCHLINE STA. 3+50MATCHLINE(REFER TO S.A.P. NO.194-125-003 PLANS)MATCHLINE STA. 3+50 AVIENDA PARKWAYKEY PLAN
900905910915920925930935900905910915920925930935932.4
920.82
930.0
921.51
928.6
921.33-0+250+000+501+001+25SAN MH 22RIM: 921.16INL (E): 912.00INV: 911.9048" DIAR-1642CITY DETAIL 7.3-559' - 8" PVC @ 1.12%STORM SEWERCAP SANITARYSEWER STUB 22AFINISHED GROUNDEXISTING GROUNDPLUG WATERMAIN STUBMIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWER8" PVC C900 WATERMAINWEST NORTHBASINBTM=915.43100-YR HWL =918.15>>>>>>>>>>>>>>>>>>>>>>>>STMSTMSTMSTMSTMWATWAT>SAN MH 2210' DRAINAGE & UTILITY EASEMENTPLUGWATER MAINSTUB8" CAPSANITARY SEWERSTUB 23AINV = 912.664+005+006+007+008+0012" - 11.25dBEND12" - 22.5dBEND12" - 22.5d& 11.25dBENDHYDRANT& VALVEW/ 6" PVC C900 LEADHYDRANT& VALVE8" G.V.12"x8" TEE8" - 11.25d BEND0+000+79 8" G.V.12"x6" TEE12"x6" TEE8" PLUGWATER MAINSTUB8"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
8" PVC C900 WATERMAIN
59' - 8" PVC @ 1.12%SAN>WATMIN. 1.5' SEPARATION BETWEENWATERMAIN STUB AND SANITARY SEWER7.5' MIN. COVER EXISTING GROUND937.6922.62936.5922.47934.5922.31933.8922.16933.0922.01932.9921.85932.1921.70931.7921.55931.8921.40
931.8
921.24
931.7
921.09
930.9
920.94
929.5
920.78
928.0
920.63
926.7
920.48
924.0
920.33
921.2
920.17
918.8
920.09
916.6
920.09
913.8
920.193+504+004+505+005+506+006+507+007+508+00SAN MH 22RIM: 921.16INL (E): 912.00INV: 911.9048" DIAR-1642CITY DETAIL 7.3-5328' - 8" PVC @ 0.50%STORM SEWERSTORM SEWER12" PVC C900 WATERMAINMIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWER885890895900905910915920925930935940885890895900905910915920925930935940PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH03060C600SCD001.DWGWEST AVIENDA PARKWAYWATER & SANITARYC6.2PIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSSTUB 22A - SAN MH 22MATCHLINE 7+93 AVIENDA PARKWAYM
A
T
C
H
L
I
N
E
7
+
9
3
MATCHLINE 3+50 MATCHLINE 3+50
KEY PLAN
890895900905910915920925890895900905910915920925911.1
921.15
911.1
922.61-0+250+000+501+001+2556' - 6" PVC @ 1.00%SAN MH 34RIM: 922.68INL (N): 909.00INL (E): 896.26INV: 896.1648" DIAR-1642CITY DETAIL 7.3-7CAP SANITARYSEWER STUB 34AFINISHED GROUNDEXISTING GROUNDPLUG WATERMAIN STUB8" PVC C900 WATERMAINAVIENDA PKWY3+00
3+41
>>>>>>>>>>>>>>>>>>>>>>>>>>>>STM STMSTMSTMSTM WATWAT >>SANSAN MH 348" PLUGWATER MAINSTUB8" CAPSANITARY SEWERSTUB 34A14+088+00 9+0010+0011+0012+0013+0014+0012" - 22.5d& 11.25dBEND12" - 22.5d& 11.25dBENDSHYDRANT& VALVE12"x8" TEE8" G.V.12"x6" TEESAN MH 35PLUG WATERMAIN STUB12"x6" TEE
56' - 6" PVC @ 1.00%
8" PVC C900 WATERMAIN
SANSAN>>>WATWATMIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWER7.5' MIN. COVER
EXISTING GROUNDFINISHED GROUND916.6920.09913.8920.19910.6920.39910.2920.61910.1920.83909.4921.05908.5921.28908.1921.50908.2921.72907.9921.94909.3922.16910.7922.44
912.0
922.77
915.7
923.10
922.0
923.42
926.1
923.69
929.8
924.04
930.7
924.46
930.7
925.43
930.3
925.27
929.9
926.33
929.9
926.33
929.0
926.33
929.0
925.14
929.1
925.718+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+00SAN MH 34RIM: 922.68INL (N): 909.00INL (E): 896.26INV: 896.1612.84' INSIDE DROP48" DIAR-1642CITY DETAIL 7.3-7STORM SEWERSTORM SEWER12" PVC C900 WATERMAIN12" PVC C900 WATERMAINPLUG WATERMAIN STUB328' - 8" PVC @ 0.50%246' - 8" PVC @ 0.50%132' - 8" PVC @ 0.50%SAN MH 35RIM: 925.49INL (E): 897.59INV: 897.4948" DIAR-1642CITY DETAIL 7.3-5MIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWERCAP SANITARYSTUBSTORM SEWERMIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWERMIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWER885890895900905910915920925930935940885890895900905910915920925930935940PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C600SCD001.DWGNORTH AVIENDA PARKWAYWATER & SANITARYC6.3PIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSSTUB 34A - SAN MH 34NORTH03060AVIENDA PARKWAYMATCHLINE 7+93MATCHLINEMATCHLINE 7+93KEY PLANMATCHLINE
890895900905910915920925930935940890895900905910915920925930935940EXISTING GROUNDFINISHED GROUND7.5' MIN. COVER924.9926.3931.69928.8931.28931.9930.54937.5929.68938.1928.82938.2927.96939.3927.10940.0
927.06
939.6
926.69
938.3
926.37
937.9
925.84
936.6
926.33
934.3
932.0
931.8
932.3-0+250+000+501+001+502+002+503+003+504+004+504+75STORM SEWER8" PVC C900 WATERMAINMIN. 1.5' SEPARATIONBETWEEN WATERMAINAND STORM SEWERPLUG WATERMAINSTUBSUNSET TRAIL1+002+003+003+41>>>>>>>>>>>>STMWATPLUG WATERMAIN STUB14+08 13+0014+00 SAN MH 35HYDRANT& VALVE12"x6" TEEPLUG WATERMAIN STUBSANSAN>>WAT
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020PIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSSUNSET TRAILMATCHLINENORTH03060C600SCD001.DWGSUNSET TRAILWATER & SANITARYC6.4AVIENDA PARKWAY
KEY PLAN
870875880885890895900905910915889.20890.37892.52897.86896.66904.03899.31900.03900.48896.59902.61
894.65
905.18
894.67
907.63
896.11
909.60
896.67
911.12
897.25
913.04
898.73
914.95-0+250+000+501+001+502+002+503+003+504+004+505+005+5099' - 8" PVC @ 6.79%391' - 8" PVC @ 1.42%SAN MH 31RIM: 893.28INL (S): 882.00INV: 876.8748" DIAR-1642DROP MHCITY DETAIL 7.3-7SAN MH 32RIM: 899.93INL (E): 888.85INL (SE): 892.58INV: 888.7248" DIAR-1642CITY DETAIL 7.3-5SAN MH 33RIM: 914.79INL (E): 894.52INV: 894.4248" DIAR-1642CITY DETAIL 7.3-5INV=876.67 (PER ASBUILTS THE PRESERVE ATBLUFF CREEK 3RD, 4TH, 5TH & 6TH ADDITIONS)CONTRACTOR TO VERIFY EXISTING SANITARYSTUB LOCATION PRIOR TO CONNECTION49' - 8" PVC@ 0.40%FINISHED GROUNDEXISTING GROUNDSTORM SEWERNORTHWEST BASIN
BTM=892.50
100-YR HWL =
894.37
>>>>>SANSAN
SAN MH 33SAN MH 32SAN MH 31SAN STUBCONTRACTOR TO VERIFYEXISTING SANITARY STUBLOCATION0+001+00SAN>>PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH03060C600SCD001.DWGNORTHWEST OUTLETWATER & SANITARYC6.5NW OUTLETPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSMATCHLINE SEE SHEET C6.6KEY PLAN
898.73914.95899.36917.57901.56920.22903.40921.38906.07921.55907.25921.63
910.78
922.445+506+006+507+007+508+008+50328' - 8" PVC @ 0.50%SAN MH 33RIM: 914.79INL (E): 894.52INV: 894.4248" DIAR-1642CITY DETAIL 7.3-5STORM SEWERSAN MH 34RIM: 922.68INL (N): 909.00INL (E): 896.26INV: 896.1648" DIAR-1642CITY DETAIL 7.3-7WATERMAIN>>>>>>STM>>SANSAN MH 348" PLUGWATER MAINSTUB8" CAPSANITARY SEWERSTUB 34A9+0010+0011+0012" - 22.5d& 11.25dBEND12" - 22.5d& 11.25dBENDS12"x8" TEE8" G.V.56' - 6" PVC @ 1.00%
8" PVC C900 WATERMAINWAT
>>SAN MH 320+001+002+002+34SANITARY SEWERSTUB 32AFUTURE SAN MH(FOR REFERENCE ONLY)SAN>
>880885890895900905910915920925880885890895900905910915920925904.6
899.93
902.2
904.08
902.6
910.49
903.2
915.14
905.8
920.66
909.5
926.00
915.8
926.00
922.4
925.87
925.6
925.81-0+250+000+501+001+502+002+502+75SAN MH 32RIM: 899.93INL (E): 888.85INL (SE): 892.58INV: 888.7248" DIAR-1642CITY DETAIL 7.3-5226'
-
8
"
PVC
@
6
.71%CAP SANITARYSEWER STUB 32AFINISHED GROUNDEXISTING GROUNDPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020NORTH03060C600SCD001.DWGNORTHWEST OUTLETWATER & SANITARYC6.6NW OUTLETPIPE MATERIALS. REFER TO 2020 CITY OF CHANHASSEN STANDARD SPECIFICATIONS.CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TOBEGINNING.CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTIONPRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEERIMMEDIATELY IF THERE IS ANY DISCREPANCY.CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TOCONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEERIMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITYINSTALLATION.PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF ENDSECTION.INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES. PER CITY SPECIFICATIONS.CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAINCONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.MAINTAIN 7.5 FEET OF COVER ON WATER.DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTERPIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCH BASINS, AND OTHER STRUCTURES.CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.GENERAL NOTESUTILITY NOTESFOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.:PHASE 1 INFILTRATION BASIN:PHASE 1 INTERIM BASINLEGEND:CONSTRUCTION LIMITSMATCHLINE
SAN MH 32 STUBKEY PLAN
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C706SCD001.DWGCIVIL CONSTRUCTIONDETAILSC7.1NO SCALETYPICAL 4' DIAMETERCATCH BASIN MANHOLE4NO SCALERIP RAP DETAIL5NO SCALECATCH BASIN SEDIMENT TRAP1ROCK CONSTRUCTION ENTRANCE2SILT FENCE3NO SCALENO SCALENO SCALECONCRETE WASHOUT AREA6FLOATING HEAD SKIMMERNO SCALE7NO SCALEMNDOT CONCRETE APRON DETAIL8NO SCALEMNDOT RIP RAP AT RCP OUTLETS9SLOPEVARIESMIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.NO SCALETEMPORARY COMPOST/BIO LOG1045dCOMPOST/BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACING
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C702SCD001.DWGCIVIL CONSTRUCTIONDETAILSC7.2NO SCALECONCRETE SIDEWALK4NO SCALECOMMERCIAL/INDUSTRIALCONCRETE DRIVEWAY APRON3NO SCALECURB CONSTRUCTION AT CATCH BASIN1NO SCALETYPICAL CURB AND GUTTER29.6" SandInfiltrationVolume 18" SandFiltration Bed 0.24-footDepth forFiltration &InfiltrationVolumePerforated Collection Pipe w/Circular Knit Fabric Pipe Sock (typ.)FiltrationOverflow Outlet(FES & Pipe)Infiltration thru BottomGeotextile (typ.)Gate Valvefor BackupOutletWater Level -Verification forInfiltrationInfiltrationVerificationManholeOverflowOutlet(Piped)Filtration thru Sand SurfaceInfiltrationOverflow Outlet(Piped)3:1 Max.NO SCALEPHASE 1 FILTRATION / INFILTRATION BASIN AND OUTLET MANHOLES66" Topsoil
3:1 DITCH BOTTOM3:1DITCH BOTTOM2:
1
2:12.5'6"
2.5'NO SCALEROCK DIKE53:13:1ELEVATIONSECTION3/4" CLEAR ROCKFLOW6" MINUS ROCK
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C703SCD001.DWGCIVIL CONSTRUCTIONDETAILSC7.3NO SCALETYPICAL BUTTERFLY VALVEAND BOX INSTALLATION4NO SCALETYPICAL GATE VALVE AND BOX INSTALLATION3NO SCALECONCRTE THRUST BLOCKING1NO SCALETYPICAL HYDRANT INSTALLATION2NO SCALESTANDARD SANITARY MANHOLE5NO SCALESANITARY SEWER OUTSIDE DROP MANHOLE6NO SCALESANITARY SEWER INSIDE DROP MANHOLE7NO SCALEMANHOLE CASTING AND LIDS DETAIL8
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C704SCD001.DWGCIVIL CONSTRUCTIONDETAILSC7.4NO SCALEINSULATED PIPE CROSSING4NO SCALEPIPE BEDDING FOR P.V.C. PIPE3NO SCALEPIPE BEDDING IN POOR SOILS1NO SCALEPIPE BEDDING IN GOOD SOILS RCP & DIP2NO SCALEFLARED END SECTION5NO SCALECATCH BASIN MANHOLE WITH SUMP9NO SCALETYPICAL 27" DIAMETERCATCH BASIN8NO SCALESTORM SEWER CATCH BASIN2'X3' RECTANGULAR6NO SCALERESERVED7
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C705SCD001.DWGCIVIL CONSTRUCTIONDETAILSC7.5EXPANSION JOINT:CONTRACTION JOINT:SPACING SHALL MATCH WALK WIDTH UNLESS SHOWNOTHERWISE.JOINTS ADJACENT TO CURB SHALL MATCH CURB JOINT SPACING.1-1/4"WHERE WALK BUTTS ANY CONFINING, FIXED OR EMBEDDEDOBJECT SUCH AS WALLS, STOOPS, MANHOLES, ETC.40' ON CENTER MAXIMUM.1.1.2.2.NO SCALECONCRETE SIDEWALK AND JOINTING33/8" TOOLED JOINT1/2" PREMOLDED JOINT FILLERLIGHT BROOM FINISH1/8" RAD.1/8" RAD.CONCRETEBASEINSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST.5'2.5'6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE.214'OC12NO SCALETREE PROTECTION1INSTALL AT DRIPLINE OF TREE1'WARP NEW TO MATCHEXISTING WITHIN 3 FEET.2'NO SCALEASPHALT PAVEMENT TRANSITION4MILL EXISTING PAVEMENTTO MATCH NEW WEARCOURSE THICKNESS.APPLY TACKCOAT.NEW PAVEMENTSECTIONEXISTINGPAVEMENTSECTIONSAWCUTLOCATION1/8" RNON-EXTRUDING FILLERAGGREGATE BASEBITUMINOUS TYP. SECTIONBITUMINOUS SURFACE24"3/8"CONCRETE TYP. SECTIONSEALINGMATERIALNO SCALETHICKENED BITUMINOUS EDGEAND CONCRETE SURFACE2NO SCALEWATERSHED MONUMENT SIGN5NO SCALECONTINUOUS DEFLECTIVE SEPARATOR6
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 2020I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date:4716505/27/2020C705SCD001.DWGCIVIL CONSTRUCTIONDETAILSC7.69.6"
Sand
Infiltration
Volume
18" Sand
Filtration Bed Perforated DistributionHeader Pipe or Chamber (typ.)Perforated Collection Pipew/ circular knit pipe sock (typ.)Infiltration thru BottomGeotextile (typ.)Gate Valvefor BackupOutletWater Level -Verification forInfiltrationInfiltrationVerificationManholeOverflowOutlet(Piped)Geotextile Wrapping SystemFiltration thru Sand SurfaceInfiltrationOverflow Outlet(Piped)18"
Paving
Section
Finished Grade (Parking Lot)Variable
Native
Fill
FiltrationOverflow Outlet(Piped)Catch Basin Inlet3' Min
NO SCALEULTIMATE CONDITION FILTRATION / INFILTRATION SYSTEM1Outlet ManholesPerforated Distribution Pipe (typ.)
BENI31BETULA NIGRA / RIVER BIRCH70`H X 50`W2.5"CALB & BQUAL12QUERCUS ALBA / WHITE OAK70`H X 60`W2.5"CALB & BQUBI11QUERCUS BICOLOR / SWAMP WHITE OAK50`H X 50`W2.5"CALB & BSALT TOLERANTTIMO54TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN40`H X 30`W2.5"CALB & BULDA14ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM40`H X 30`W2.5"CALB & BEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.PIGL4PICEA GLAUCA / WHITE SPRUCE50`H X 20`W8`-10` HT.B & BPIDE10PICEA GLAUCA DENSATA / BLACK HILLS SPRUCE40`H X 15`W8`-10` HT.B & BORNAMENTAL TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.MALU15MALUS X `LANZAM` TM / LANCELOT DWARF CRABAPPLE10`H X 10`W1"CALPOTSYRE7SYRINGA RETICULATA / JAPANESE TREE LILAC25`H X 20`W2"CALB & BSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.COFA105CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD4`H X 4`W3` HEIGHTPOTIVER24ILEX VERTICILLATA `JIM DANDY` / JIM DANDY WINTERBERRY6`H X 6`W#5 CONT.POTGRASSESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.CAKA254CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS4`H X 2.5`W#1 CONT.POTMISP131MISCANTHUS PURPURASCENS / SILVER GRASS5`H X 3`W#3 CONT.POTPANI64PANICUM VIRGATUM `PRAIRE FIRE` / RED SWITCH GRASS5`H X 2`W#3 CONT.POTSPHE79SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED3`H X 3`W#3 CONT.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.PERO367PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE` / RUSSIAN SAGE2`H X 2`W#2 CONT.POTSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGRHGR277RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC2`H X 7`W2 GAL.POT48" o.c.PERENNIALS/SHRUB AREASCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGLSFW690LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER3`H X 1`W1 GAL.POT24" o.c.SEDU676SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM2`H X 2`W#1 CONT.POT24" o.c.GROUND COVERSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGCAPE924CAREX PENSYLVANICA / PENNSYLVANIA SEDGE1`H X 1`W1 GAL.POT18" o.c.WETLAND #6WETLAND #3WETLAND #4BLUFF CREEK BLVD.AVIENDA PKWY.
SUNSET TRAIL
POWERS BLVD.LYMAN BLVD.ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO ADEPTH OF EIGHTEEN (18")I NCHES AND COVERED WITH SIX (6") INCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES ON GRADING SHEETS FORADDITIONAL REQUIREMENTS.1.PLANT SCHEDULEDECOMPACTION NOTESPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020L201SCD001.DWGOVERALLLANDSCAPE PLANL2.1NORTH0100200I hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Joshua K. PopehnLicense No:Date:LANDSCAPE NOTESGENERAL:1.ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BE COMPLETED PRIOR TOSUBSTANTIAL COMPLETION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THEOWNER FOR PROPRIETARY UTILITIES 72 HOURS BEFORE DIGGING. CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THELANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES,REGULATIONS, AND PERMITS GOVERNING THE WORK.4.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS ATSPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THELANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALSPRIOR TO INSTALLATION. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITECONDITIONS.5.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.6.NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OF THE LANDSCAPEARCHITECT. ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO SUBMISSION OF ANY BID AND/ORQUOTE BY THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TOREJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTERINSTALLATION.7.PLANT SCHEDULE SHOWS TOTAL QUANTITIES FOR DESIGN. THE PLAN TAKES PRECEDENCE OVERTHE PLANT SCHEDULE IF DISCREPANCIES EXIST.8.CONTRACTOR SHALL PROVIDE GUARANTEE OF ALL PLANT MATERIALS FOR TWO COMPLETEGROWING SEASONS (APRIL 1 - NOVEMBER 1). THE GUARANTEE BEGINS ON THE DATE OF THELANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. THEGUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPONPLANTING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTALACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACEDWITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPELEGEND SPECIFICATIONS.9.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT ISFULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDEWATER FOR CONTRACTOR.10.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.11.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.SOIL PREPARATION:12.TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS, CLAYS,PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE SHALL BE BETWEEN 5.4 AND 7.0.13.REMOVE DEBRIS AND WEEDS FROM SUBSOIL.14.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TOPLANTING. LANDSCAPE CONTRACTOR SHALL PERFORM A SOIL TEST PRIOR TO INSTALLATIONAND NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.15.SPREAD TOPSOIL TO A MINIMUM DEPTH OF SIX (6") INCHES. TOPSOIL PLACEMENT SHALL TAKEPLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREE OF DEBRIS AND GRADEDTO DRAIN AS INDICATED ON GRADING PLANS. COORDINATE FINAL GRADES WITH GRADINGCONTRACTOR.16.LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROMAREAS WITH TOPSOIL.PLANTING:17.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADESHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.18.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.19.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALSIF NECESSARY; TEMPORARY ONLY.20.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOPOF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TOTHE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOTCOLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.21.OPEN TOP OF BURLAP ON B&B MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAKAPART PEAT POTS. VERTICALLY SCORE ROOT BALLS PRIOR TO INSTALLATION.22.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POORBRANCHING OF EXISTING AND PROPOSED TREES.23.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.24.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECTTOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGERTHAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 18" DEPTH TOPSOIL FOR TREE, SHRUBS,AND PERENNIALS.25.WOOD MULCH SHALL BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS, COLORSHALL BE DARK BROWN. TREE AND SHRUB PLANTING BEDS SHALL HAVE 3" DEPTH OF SHREDDEDHARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHINTURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 3" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. DO NOT USE WEEDBARRIER FABRIC. INDIVIDUAL TREES SHALL EACH HAVE A 4' DIAMETER MULCH RING.26.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING ORSPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES ANDSTAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD ATGRADE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TOPROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS.INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTEDOTHERWISE.SEEDING/ SODDING:27.HIGHLAND SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITH STRONGFIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTS CONTAINING NO MORE THAN5 WEEDS PER 1000 SF. SOD SHALL BE GROWN IN MINERAL SOILS. SOD GROWN IN PEAT SOILS WILLBE REJECTED.28.SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIAL RYEGRASS, 30% FINEFESCUES.29.FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID 10%, SOLUBLEPOTASH 10%.30.APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIOR TO PLACING SOD.31.ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE PROPER SOIL CONTACT.MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SOD IMMEDIATELY UPONDELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OR OVERLAPPING JOINTS. DO NOT STRETCHSOD. DO NOT LAY SOD IF TEMPERATURE IS BELOW FREEZING.32.ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLL BEFORE THE FIRSTWATERING.33.SEED AS SPECIFIED ON PLANS AND PER MN/DOT 2014 SEEDING MANUAL SPECIFICATIONS.34.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREASADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.IRRIGATION:35.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILDBY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING.SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION.SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUTINSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.L2.1BSW PHASE 1PLANTING PLANL2.1CSE PHASE 1PLANTING PLANL2.1ANORTH PHASE 1PLANTING PLANSODDED TURF
QUBI5QUERCUS BICOLOR / SWAMP WHITE OAK50`H X 50`W2.5"CALB & BSALT TOLERANTTIMO16TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN40`H X 30`W2.5"CALB & BULDA6ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM40`H X 30`W2.5"CALB & BEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.PIGL2PICEA GLAUCA / WHITE SPRUCE50`H X 20`W8`-10` HT.B & BPIDE5PICEA GLAUCA DENSATA / BLACK HILLS SPRUCE40`H X 15`W8`-10` HT.B & BORNAMENTAL TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SYRE4SYRINGA RETICULATA / JAPANESE TREE LILAC25`H X 20`W2"CALB & BSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.COFA35CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD4`H X 4`W3` HEIGHTPOTIVER8ILEX VERTICILLATA `JIM DANDY` / JIM DANDY WINTERBERRY6`H X 6`W#5 CONT.POTGRASSESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.CAKA25CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS4`H X 2.5`W#1 CONT.POTMISP93MISCANTHUS PURPURASCENS / SILVER GRASS5`H X 3`W#3 CONT.POTPANI29PANICUM VIRGATUM `PRAIRE FIRE` / RED SWITCH GRASS5`H X 2`W#3 CONT.POTSPHE33SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED3`H X 3`W#3 CONT.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.PERO39PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE` / RUSSIAN SAGE2`H X 2`W#2 CONT.POTPERENNIALS/SHRUB AREASCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGLSFW230LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER3`H X 1`W1 GAL.POT24" o.c.SEDU63SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM2`H X 2`W#1 CONT.POT24" o.c.GROUND COVERSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGCAPE308CAREX PENSYLVANICA / PENNSYLVANIA SEDGE1`H X 1`W1 GAL.POT18" o.c.175 LSFW21 PERO18 PERO308 CAPE63 SEDU55 LSFW15 COFA20 COFA25 CAKAAVIENDA PKWY.SUNSET TRAILOUTLOT CR.O.W.R.O.W.R.O.W.SIDEWALKSIDEWALKTRAIL1 QUAL5 QUAL6 BENI4 TIMO4 TIMO3 QUBI6 ULDA3 TIMO3 TIMO5 BENI2 QUBI1 TIMO1 TIMOR.O.W.OUTLOT ELYMAN BLVD.AVIENDAPKWY.SUNSET TRAILOUTLOT CR.O.W.OUTLOT EOUTLOT CR.O.W.R.O.W.R.O.W.36 MISP20 PANI17 SPHE4 IVER16 MISP3 PIDE2 SYRE1 PIDE1 PIGL24 MISP4 IVER9 PANI16 SPHE17 MISP1 PIDE2 SYRE1 PIDE1 PIGLTRAIL R.O.W.R
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PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020L201SCD001.DWGNORTH PHASE 1PLANTING PLANL2.1ANORTH060120SODDED TURFPLANT SCHEDULEI hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Joshua K. PopehnLicense No:Date:MATCHLINE SEE SHEET L2.1B1"=30'ENLARGED PLAN 11L2.1A1ENLARGEDPLANNOTESSEE SHEET L2.1 FOR OVERALL LANDSCAPE NOTES.QUANTITIES LISTED ON PLANT SCHEDULE ARE FOR THIS SHEET ONLY. SEE SHEET L2.1 FOR OVERALL QUANTITIES FOR DESIGN.1.2.1"=30'ENLARGED PLAN 22L2.1A2ENLARGEDPLAN
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R.O.W.R.O.W.OUTLOT DOUTLOT COUTLOT FBLUFF CREEK BLVD.AVIENDA PKWAY.PROPOSEDMONUMENT SIGNOUTLOT DCONCRETEDECIDUOUS TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.BENI11BETULA NIGRA / RIVER BIRCH70`H X 50`W2.5"CALB & BQUAL4QUERCUS ALBA / WHITE OAK70`H X 60`W2.5"CALB & BQUBI6QUERCUS BICOLOR / SWAMP WHITE OAK50`H X 50`W2.5"CALB & BSALT TOLERANTTIMO24TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN40`H X 30`W2.5"CALB & BORNAMENTAL TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.MALU9MALUS X `LANZAM` TM / LANCELOT DWARF CRABAPPLE10`H X 10`W1"CALPOTSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.COFA35CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD4`H X 4`W3` HEIGHTPOTGRASSESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.CAKA152CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS4`H X 2.5`W#1 CONT.POT175 LSFW21 PERO18 PERO308 CAPE63 SEDU55 LSFW15 COFA20 COFA26 CAKA11 PERO43 SEDUR.O.W.R.O
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CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020L201SCD001C.DWGSW PHASE 1PLANTING PLANL2.1BNORTH060120PLANTING SCHEDULE1"=30'ENLARGED PLAN 11L2.1B1ENLARGEDPLANSODDED TURFMATCHLINE SEE SHEET L2.1C MATCHLINE SEE SHEET L2.1AI hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Joshua K. PopehnLicense No:Date:L2.2B1ENLARGED PLANMEDIAN 1L2.2B2ENLARGED PLANMEDIAN 2NOTESSEE SHEET L2.1 FOR OVERALL LANDSCAPE NOTES.QUANTITIES LISTED ON PLANT SCHEDULE ARE FOR THIS SHEET ONLY. SEE SHEET L2.1 FOR OVERALL QUANTITIES FOR DESIGN.1.2.
DECIDUOUS TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.BENI9BETULA NIGRA / RIVER BIRCH70`H X 50`W2.5"CALB & BQUAL2QUERCUS ALBA / WHITE OAK70`H X 60`W2.5"CALB & BTIMO14TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN40`H X 30`W2.5"CALB & BULDA8ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM40`H X 30`W2.5"CALB & BEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.PIGL2PICEA GLAUCA / WHITE SPRUCE50`H X 20`W8`-10` HT.B & BPIDE5PICEA GLAUCA DENSATA / BLACK HILLS SPRUCE40`H X 15`W8`-10` HT.B & BORNAMENTAL TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.MALU6MALUS X `LANZAM` TM / LANCELOT DWARF CRABAPPLE10`H X 10`W1"CALPOTSYRE3SYRINGA RETICULATA / JAPANESE TREE LILAC25`H X 20`W2"CALB & BSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.COFA35CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD4`H X 4`W3` HEIGHTPOTIVER16ILEX VERTICILLATA `JIM DANDY` / JIM DANDY WINTERBERRY6`H X 6`W#5 CONT.POT175 LSFW308 CAPE63 SEDU55 LSFW21 PERO18 PERO15 COFA20 COFA25 CAKA14 PERO30 SEDUCONCRETEOUTLOT FBLUFF CREEK BLVD.TRAIL TRAILTRAILR.O.W.12 CAKA18 PERO67 SEDU33 SEDU12 PERO3 MALU25 RHGR26 RHGR2 BENI33 SEDU21 PERO36 SEDU33 SEDU15 PERO3 BENI39 RHGR37 RHGR3 MALU40 CAKA36 PERO51 SEDUCONCRETER.O.W.R.O.W.BLUFF CREEK BLVD.R.O.W.3 TIMO2 QUAL4 BENI3 TIMO3 ULDA1 TIMO3 ULDA1 ULDA3 TIMO3 TIMO1 TIMO1 ULDAR.O.W.R.O.W.PROPERTY LINECONCRETEOUTLOT EOUTLOT DOUTLOT FBLUFF CREEK BLVD.R.O.W.R.O.W.R.O.W.7 MISP17 PANI7 IVER3 PIDE1 SYRE1 PIGL20 MISP18 PANI18 SPHE13 MISP9 IVER2 SYRE2 PIDE1 PIGL28 SPHE18 MISPPROPOSED SIGNPROPOSED SIGNR.O.W.R.O.W.BLUFF CREEK BLVD.POWERS BLVD. PROPERTY LINETRAILTRAIL
GRASSESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.CAKA77CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS4`H X 2.5`W#1 CONT.POTMISP38MISCANTHUS PURPURASCENS / SILVER GRASS5`H X 3`W#3 CONT.POTPANI35PANICUM VIRGATUM `PRAIRE FIRE` / RED SWITCH GRASS5`H X 2`W#3 CONT.POTSPHE46SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED3`H X 3`W#3 CONT.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.PERO169PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE` / RUSSIAN SAGE2`H X 2`W#2 CONT.POTSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGRHGR127RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC2`H X 7`W2 GAL.POT48" o.c.PERENNIALS/SHRUB AREASCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGLSFW230LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER3`H X 1`W1 GAL.POT24" o.c.SEDU369SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM2`H X 2`W#1 CONT.POT24" o.c.GROUND COVERSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.SPACINGCAPE308CAREX PENSYLVANICA / PENNSYLVANIA SEDGE1`H X 1`W1 GAL.POT18" o.c.PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020L201SCD001.DWGSE PHASE 1 PLANTING PLANL2.1CNORTH060120PLANT SCHEDULE1"=30'ENLARGED PLAN 221"=30'ENLARGED PLAN 33L2.1B2ENLARGEDPLANL2.1B3ENLARGEDPLANSODDED TURFMATCHLINE SEE SHEET L2.1B
I hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Joshua K. PopehnLicense No:Date:NOTESSEE SHEET L2.1 FOR OVERALL LANDSCAPE NOTES.QUANTITIES LISTED ON PLANT SCHEDULE ARE FOR THIS SHEET ONLY. SEE SHEET L2.1 FOR OVERALL QUANTITIES FOR DESIGN.1.2.1"=30'ENLARGED PLAN 11L2.1B1ENLARGEDPLAN
28 SEDU20 CAKA10 PERO14 PERO4 MALU22 CAKA30 RHGR37 PERO15 CAKA33 RHGR48 CAKA27 RHGR36 PERO88 SEDU35 RHGR4 BENIR
.O
.W
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R.O.W.PROPERTY LINEPROPERTY LINE
CONCRETE12 SEDU21 CAKA25 RHGR5 MALU12 PERO10 SEDUR.O.W.R.O.W.BLUFF CREEK BLVD.CONCRETECONCRETECONCRETETRAILTRAILPROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020L201SCD001C.DWGSW PHASE 1 PLANTINGENLARGED PLANL2.2BNORTH03060PLANTING SCHEDULE1"=30'ENLARGED PLAN - MEDIAN 22NOTESSEE SHEET L2.1 FOR OVERALL LANDSCAPE NOTES.QUANTITIES LISTED ON PLANT SCHEDULE ARE FOR THIS SHEET ONLY. SEE SHEET L2.1 FOR OVERALL QUANTITIES FOR DESIGN.1.2.I hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Joshua K. PopehnLicense No:Date:1"=30'ENLARGED PLAN - MEDIAN 11
FINISHED GRADE6"MULCH SHALL BEMAXIMUM ONE (1) INCHBELOW PAVING SURFACEWIDTH OF EXCAVATION SHALL EXTEND AMINIMUM OF SIX (6") INCHES BEYOND THEPLANT ROOT STRUCTURE.REFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE PLANTING BEDMULCHPLANTING SOIL (SEE PLANS)EXISTING SUBGRADEREFER TO LANDSCAPE PLAN(S) FORSPECIFIC PLANTINGSEDGINGNO SCALEEDGING AT PLANTING BEDNOTES:·REMOVE UNSUITABLE FILL IF PRESENT IN ISLANDS, REPLACE WITH AMENDEDSOILS SUITABLE FOR PLANTING PER PLAN NOTE SPECIFICATIONS·MOUND PLANTING SOIL ABOVE CURB AS SHOWN.·INSTALL MULCH BELOW THE TOP OF CURB AS SHOWN.·MAINTAIN A RING FREE OF MULCH IMMEDIATELY SURROUNDING EACH PLANT. DONOT MOUND MULCH AGAINST PLANT STEMS AND TRUNKS.·REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS.NO SCALE12"6"MIN.MIN.EXISTING SUBGRADEPERENNIALSPACING VARIES(SEE PLANTING SCHEDULES)CREATE SAUCER AROUND PLANTWITH PLANTING SOILREFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVEROUTSIDE PLANTING BEDSCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.PLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1) FOOT FROM EDGE OF PLANTING BEDIF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NOTES:BACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED.(SEE PLANS)MULCHEDGINGNO SCALEPERENNIAL PLANTINGSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.PLACE PLANTAS SHOWN ON PLANEXISTING SUBGRADEREFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADEIF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUTDESTROYING SOIL MASS.DIG PLANTING PIT NO DEEPER THAN HEIGHT OFROOT BALL.NOTES:TOP OF ROOT MASSSHALL BE LEVEL WITHFINISHED GRADEPLANTING SOIL (SEE PLANS)MULCHEDGINGNO SCALESHRUB PLANTINGDIG PLANTING PIT3X WIDEST DIMENSION OF ROOT BALLROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.FOUR (4) INCH HIGH SOIL BERMCONSTRUCTED AROUND ENTIREROOT BALL. BERM SHALL BEGIN AT ROOTBALL EDGE.TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES
AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN
SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.)OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROMTOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE (1) PER WIRE8' STEEL STAKEON THE SIDE OFPREVAILING WIND.PLACE TWO (2) INCHESFROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:MULCHNO SCALECONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDSUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)FROM TOP OF ROOTBALL.2" X 2" X 24" WOOD STAKE SET AT ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)TREE WRAP TO FIRST BRANCH NOTES:8' STEEL STAKEON THE SIDE OFPREVAILING WIND.PLACED WITHINTWO (2) INCHESOF ROOT BALL.MULCHNO SCALEDECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NOTES:NO SCALESTEEP SLOPE PLANTINGSCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EDGE CONDITION VARIES(SEE PLANS)EDGING (SEE PLANS)EXISTING SOIL.DIG AND TURN TO LOOSENAND REDUCE COMPACTION.MULCH (SEE PLANS)ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,ABOVE ROOT BALL SURFACE, CENTERED ONDOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADEEXISTING SUBGRADEORIGINAL GRADE SHALL PASS THROUGH POINTWHERE TRUNK MEETS TOP OF ROOT BALL.DIG PLANTING PIT3X WIDTH OF ROOT BALLSECTIONPLAN VIEWSECTION VIEWROUND-TOPPED BERMROOT BALL EDGESLOPE
PROJECT NO.FILE NAMEBYDATEDATEISSUE / REVISIONREVIEWLANDFORMc
CONTACT ENGINEER FOR ANY PRIOR HISTORYIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTISSUE / REVISION HISTORYPROJECT MANAGER REVIEWCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OWNERMUNICIPALITYSES05.19.2020 WATERSHED SUBMITTAL MAY 27, 2020SCD14001.LEV2020
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331WATERSHED SUBMITTALCITY SUBMITTALWATERSHED SUBMITTALSESSESSES22 APR 202001 MAY 202027 MAY 202005/27/2020L701SCD001.DWGLANDSCAPE NOTES& DETAILSL7.13726154LANDSCAPE NOTESVARIES, SEE PLAN1'TREE AS SPECIFIED -CENTER IN ISLAND3" MULCH5:1 TOPSOIL TO COMPOST MIXCURB AND GUTTERPAVEMENTCOMPACTED SOIL18"GENERAL:ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BE COMPLETED PRIOR TO SUBSTANTIAL COMPLETION.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES 72 HOURS BEFORE DIGGING. CONTRACTOR SHALL CONTACT EITHER COMMONGROUND ALLIANCE AT 811 OR CALL811.COM OR GOPHER STATE ONE CALL AT 651-681-7326 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) OR WEB AT www.gopherstateonecall.org. CONTRACTORSHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN ANDADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. ACTUAL LOCATION OFPLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THELANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST.CONTRACTOR SHALL PROVIDE GUARANTEE OF ALL PLANT MATERIALS FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1) YEAR . THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPEARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. REPLACEMENT PLANT MATERIALSHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLYREMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT SCHEDULE REQUIREMENTS.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FORCONTRACTOR.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.SOIL PREPARATION:TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE SHALL BE BETWEEN 5.4 AND 7.0.REMOVE DEBRIS AND WEEDS FROM SUBSOIL.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL PERFORM A SOIL TEST PRIOR TO INSTALLATION AND NOTIFYLANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6". TOPSOIL PLACEMENT SHALL TAKE PLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREE OF DEBRIS AND GRADED TO DRAIN AS INDICATED ON GRADINGPLANS.LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL.PLANTING:ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOTCOLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. VERTICALLY SCORE ROOT BALLS PRIOR TO INSTALLATION.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.WRAP ALL SMOOTH-BARKED TREES FROM GRADE AT ROOT FLARE TO BOTTOM OF FIRST BRACH - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOILDEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 18" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.WOOD MULCH SHALL BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS, COLOR SHALL BE DARK BROWN. TREE AND SHRUB PLANTING BEDS SHALL HAVE 3" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 3" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OFDELETERIOUS MATERIAL. DO NOT USE FILTER FABRIC. INDIVIDUAL TREES SHALL HAVE A 4' DIAMETER MULCH BED FOR EACH TREE.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METALSPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGETO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TOMATCH EXISTING CONDITIONS (WHERE APPLICABLE).SEEDING/ SODDING:HIGHLAND SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITH STRONG FIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTS CONTAINING NO MORE THAN 5 WEEDS PER 1000 SF.SOD SHALL BE GROWN IN MINERAL SOILS. SOD GROWN IN PEAT SOILS WILL BE REJECTED.SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIAL RYEGRASS, 30% FINE FESCUES.FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID 10%, SOLUBLE POTASH 10%.APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIOR TO PLACING SOD.ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE PROPER SOIL CONTACT. MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SOD IMMEDIATELY UPON DELIVERY TO THE SITE,LEAVING NO OPEN JOINTS OR OVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IF TEMPERATURE IS BELOW FREEZING.ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLL BEFORE THE FIRST WATERING.SEED AS SPECIFIED ON PLANS AND PER MN/DOT 2014 SEEDING MANUAL SPECIFICATIONS.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.IRRIGATION:PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRINGSTARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THEGENERAL CONTRACTOR.LANDSCAPE ISLAND PLANTING DETAILSLOPE PANNOTES:SECTIONI hereby certify that this plan was prepared by me, or under my directsupervision, and that I am a duly Licensed Landscape Architect under thelaws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy ofthis plan on file at Landform Professional Services, LLC office and isavailable upon request.Joshua K. PopehnLicense No:Date:ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF EIGHTEEN (18")I NCHESAND COVERED WITH SIX (6") INCHES OF TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES ON GRADING SHEETS FOR ADDITIONAL REQUIREMENTS.1.DECOMPACTION NOTES1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject Ordinance XXX: Approve Ordinance Amendment Concerning Minimum Lot Size for Chickens in
Residential Districts and Chapter 1 Definitions
Section NEW BUSINESS Item No: I.1.
Prepared By Sharmeen AlJaff, Senior Planner File No:
PROPOSED MOTION
“The Chanhassen City Council approves Ordinance amending Chapters 1 and 5 of the Chanhassen City Code pertaining to
chickens.”
Approval requires a Simple Majority Vote of members present.
SUMMARY
On May 18, 2021, the Planning Commission discussed allowing chickens on residential property. The current ordinance
allows chickens on residential property with an area of one acre or larger. The Planning Commission recommended chickens
be permitted regardless of lot size. The maximum number of chickens on property less than one acre is eight.
BACKGROUND
The current ordinance, which was adopted in 2019, allows chickens on residential property based on lot area. The
breakdown is as follows:
1 to 2.5 acres: 8 chickens
2.5 to 10 acres: 16 chickens
10+ acres: no limit
The City Council received a Citizen Action Request to allow chickens on residential properties with an area of less than one
acre.
Based on the Action request, on April 26, 2021 the City Council discussed the Chicken Ordinance during their work session.
The following is an overview of issues that were discussed:
Neighbor complaints
Attraction of predators and rodents
Potential disease
Odor
Noise
The Planning Commission recommended the oneacre minimum, and after an indepth discussion, the City Council
recommended that the Planning Commission revisit the minimum lot size requirement.
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectOrdinance XXX: Approve Ordinance Amendment Concerning Minimum Lot Size for Chickens inResidential Districts and Chapter 1 DefinitionsSectionNEW BUSINESS Item No: I.1.Prepared By Sharmeen AlJaff, Senior Planner File No: PROPOSED MOTION“The Chanhassen City Council approves Ordinance amending Chapters 1 and 5 of the Chanhassen City Code pertaining tochickens.”Approval requires a Simple Majority Vote of members present.SUMMARYOn May 18, 2021, the Planning Commission discussed allowing chickens on residential property. The current ordinanceallows chickens on residential property with an area of one acre or larger. The Planning Commission recommended chickensbe permitted regardless of lot size. The maximum number of chickens on property less than one acre is eight.BACKGROUNDThe current ordinance, which was adopted in 2019, allows chickens on residential property based on lot area. Thebreakdown is as follows:1 to 2.5 acres: 8 chickens2.5 to 10 acres: 16 chickens10+ acres: no limitThe City Council received a Citizen Action Request to allow chickens on residential properties with an area of less than oneacre.Based on the Action request, on April 26, 2021 the City Council discussed the Chicken Ordinance during their work session. The following is an overview of issues that were discussed:Neighbor complaintsAttraction of predators and rodentsPotential diseaseOdorNoise
The Planning Commission recommended the oneacre minimum, and after an indepth discussion, the City Council
recommended that the Planning Commission revisit the minimum lot size requirement.
Attached are the summary minutes for the the April 26, 2021 City Council work session as well as the Planning Commission
minutes from February 19, 2019. The city placed an ad in Chanhassen Villager asking for comments on the potential lot
size change. The City Council also directed staff to reach out to neighboring communities to find out the impact of their
ordinances.
DISCUSSION
The City received six letters/emails in support of allowing chicken regardless of lot size and one letter in support of keeping
the ordinance as is. Concerns included:
Neighbor complaints
Attraction of predators and rodents Potential disease
Odor
Noise
The Planning Commission concluded that regardless of the lot size, the setback of a chicken coop will remain the same (25
feet from neighboring structures). Therefore, the lot size will have no impact. The Commission discussed the total number of
chickens that should be permitted on lots less than one acre. They suggested the current language in the ordinance be
modified to read as follows:
Sec. 5133. Density and setbacks.
(a)No person is permitted to keep more than the following numbers of chickens on any lot within the city, based upon the
size of the parcel:
(1)Lots one acre or larger but smaller than 2½ acres: Eight chickens.
Sec. 5132. Permit required.
(c)In order to be issued a permit the applicant must:
(1)Have a lot one acre or larger.
(1 2)Have as the principal use of the property a singlefamily residential structure.
(2 3)Submit a notarized statement to the city stating that they have informed all adjoining neighbors that they intend to keep
chickens.
(3 4)Not have had a prior chicken permit revoked by the City of Chanhassen.
(4 5)Meet the density and setback requirements listed in section 5133.
Also, Chapter One of the City Code addresses definitions. All definitions relating to chickens are in Chapter 5 of the City Code.
Staff is recommending the definitions remain the same but be added to Chapter 1.
RECOMMENDATION
The Chanhassen City Council approves the following ordinance amendments:
Section 12 Rules of construction and definitions shall be amended by adding:
"Chicken or domesticated chicken" means a subspecies of the species Gallus domesticus.
"Coop" means the structure for the keeping or housing of chickens.
"Hen" means a female chicken.
"Rooster" means a male chicken.
"Run" means an enclosed and covered area attached to the coop where the chickens can roam unsupervised.
Sec. 5133. Density and setbacks (a) (1) is amended to read "Lots one acre or larger but smaller than 2½ acres: Eight
chickens."
Sec. 5132. Permit required.
(c) In order to be issued a permit the applicant must:
(1) Have a lot one acre or larger.
CITY COUNCIL STAFF REPORTMonday, May 24, 2021SubjectOrdinance XXX: Approve Ordinance Amendment Concerning Minimum Lot Size for Chickens inResidential Districts and Chapter 1 DefinitionsSectionNEW BUSINESS Item No: I.1.Prepared By Sharmeen AlJaff, Senior Planner File No: PROPOSED MOTION“The Chanhassen City Council approves Ordinance amending Chapters 1 and 5 of the Chanhassen City Code pertaining tochickens.”Approval requires a Simple Majority Vote of members present.SUMMARYOn May 18, 2021, the Planning Commission discussed allowing chickens on residential property. The current ordinanceallows chickens on residential property with an area of one acre or larger. The Planning Commission recommended chickensbe permitted regardless of lot size. The maximum number of chickens on property less than one acre is eight.BACKGROUNDThe current ordinance, which was adopted in 2019, allows chickens on residential property based on lot area. Thebreakdown is as follows:1 to 2.5 acres: 8 chickens2.5 to 10 acres: 16 chickens10+ acres: no limitThe City Council received a Citizen Action Request to allow chickens on residential properties with an area of less than oneacre.Based on the Action request, on April 26, 2021 the City Council discussed the Chicken Ordinance during their work session. The following is an overview of issues that were discussed:Neighbor complaintsAttraction of predators and rodentsPotential diseaseOdorNoiseThe Planning Commission recommended the oneacre minimum, and after an indepth discussion, the City Councilrecommended that the Planning Commission revisit the minimum lot size requirement.Attached are the summary minutes for the the April 26, 2021 City Council work session as well as the Planning Commissionminutes from February 19, 2019. The city placed an ad in Chanhassen Villager asking for comments on the potential lotsize change. The City Council also directed staff to reach out to neighboring communities to find out the impact of theirordinances.DISCUSSIONThe City received six letters/emails in support of allowing chicken regardless of lot size and one letter in support of keepingthe ordinance as is. Concerns included:Neighbor complaintsAttraction of predators and rodents Potential diseaseOdorNoiseThe Planning Commission concluded that regardless of the lot size, the setback of a chicken coop will remain the same (25feet from neighboring structures). Therefore, the lot size will have no impact. The Commission discussed the total number ofchickens that should be permitted on lots less than one acre. They suggested the current language in the ordinance bemodified to read as follows:Sec. 5133. Density and setbacks.(a)No person is permitted to keep more than the following numbers of chickens on any lot within the city, based upon thesize of the parcel:(1)Lots one acre or larger but smaller than 2½ acres: Eight chickens.Sec. 5132. Permit required. (c)In order to be issued a permit the applicant must:(1)Have a lot one acre or larger.(1 2)Have as the principal use of the property a singlefamily residential structure.(2 3)Submit a notarized statement to the city stating that they have informed all adjoining neighbors that they intend to keepchickens.(3 4)Not have had a prior chicken permit revoked by the City of Chanhassen.(4 5)Meet the density and setback requirements listed in section 5133.Also, Chapter One of the City Code addresses definitions. All definitions relating to chickens are in Chapter 5 of the City Code. Staff is recommending the definitions remain the same but be added to Chapter 1.RECOMMENDATIONThe Chanhassen City Council approves the following ordinance amendments:Section 12 Rules of construction and definitions shall be amended by adding:"Chicken or domesticated chicken" means a subspecies of the species Gallus domesticus."Coop" means the structure for the keeping or housing of chickens."Hen" means a female chicken."Rooster" means a male chicken."Run" means an enclosed and covered area attached to the coop where the chickens can roam unsupervised.Sec. 5133. Density and setbacks (a) (1) is amended to read "Lots one acre or larger but smaller than 2½ acres: Eightchickens."Sec. 5132. Permit required.(c) In order to be issued a permit the applicant must:
(1) Have a lot one acre or larger.
(1 2) Have as the principal use of the property a singlefamily residential structure.
(2 3) Submit a notarized statement to the city stating that they have informed all adjoining neighbors that they intend to keep
chickens.
(3 4) Not have had a prior chicken permit revoked by the City of Chanhassen.
(4 5) Meet the density and setback requirements listed in section 5133.
ATTACHMENTS:
Planning Commission Staff Report and Attachments from May 18, 2021
Ordinance
Public Comments Emails
Chicken Permit Form
Ordinance 639
PLANNING COMMISSION STAFF
REPORT
Tuesday, May 18, 2021
Subject Discuss Minimum Lot Size for Chickens in Residential Districts
Section OLD BUSINESS Item No: B.1.
Prepared By Sharmeen AlJaff, Senior Planner File No:
BACKGROUND
The current ordinance which was adopted in 2019, allows chickens on residential property based on lot area. The
breakdown is as follows:
1 to 2.5 acres: 8 chickens
2.5 to 10 acres: 16 chickens
10+ acres: no limit
The City Council received a Citizen Action Request (attached) to allow chickens on residential properties with an area
of less than one acre. Based on this request, on April 26, 2021, the City Council discussed the Chicken Ordinance during
their work session. Following is an overview of issues that were discussed:
Neighbor complaints
Attraction of predators and rodents
Potential disease
Odor
Noise
Since the Planning Commission recommended the oneacre minimum and after an indepth discussion, the City Council
recommended that the Planning Commission revisit the minimum lot size.
Attached are the summary minutes from the City Council work session as well as the Planning Commission minutes dated
February 19, 2019. The city placed an ad in the Chanhassen Villager asking for comments on the potential lot size
change. The City Council also directed staff to reach out to neighboring communities to see the impact of their ordinances.
RECOMMENDATION
After taking public comment and discussion by the Planning Commission, a recommendation to the City Council will be
made as to whether or not the minimum lot size for keeping of chickens should be reduced.
PLANNING COMMISSION STAFFREPORTTuesday, May 18, 2021SubjectDiscuss Minimum Lot Size for Chickens in Residential DistrictsSectionOLD BUSINESS Item No: B.1.Prepared By Sharmeen AlJaff, Senior Planner File No: BACKGROUNDThe current ordinance which was adopted in 2019, allows chickens on residential property based on lot area. Thebreakdown is as follows:1 to 2.5 acres: 8 chickens2.5 to 10 acres: 16 chickens10+ acres: no limitThe City Council received a Citizen Action Request (attached) to allow chickens on residential properties with an areaof less than one acre. Based on this request, on April 26, 2021, the City Council discussed the Chicken Ordinance duringtheir work session. Following is an overview of issues that were discussed:Neighbor complaintsAttraction of predators and rodentsPotential diseaseOdorNoiseSince the Planning Commission recommended the oneacre minimum and after an indepth discussion, the City Councilrecommended that the Planning Commission revisit the minimum lot size.Attached are the summary minutes from the City Council work session as well as the Planning Commission minutes datedFebruary 19, 2019. The city placed an ad in the Chanhassen Villager asking for comments on the potential lot sizechange. The City Council also directed staff to reach out to neighboring communities to see the impact of their ordinances.RECOMMENDATIONAfter taking public comment and discussion by the Planning Commission, a recommendation to the City Council will bemade as to whether or not the minimum lot size for keeping of chickens should be reduced.
ATTACHMENTS:
Staff Report
Citizen Action Request from Kelly Davidson dated February 10, 2021
Letter from Linda Norderhaug dated May 10, 2021
Email from Holly Lawson dated May 10, 2021
Email from Laura Schuh dated May 8, 2021
Email from Kristen Bartley dated May 10, 2021
Email from Kelly Davidson dated May 12, 2021
Email from Jon Gilbert dated May 13, 2021
Email Davidson Follow Up Dated May 18, 2021
Email from Alyson Duneman dated May 18, 2021
Planning Commission Minutes dated February 19, 2019
Chapter 5 ARTICLE V. CHICKENS
City Council Work Session Minutes dated April 26, 2021
Chicken Application & Permit Form
City Council Staff Report dated April 26, 2021
Survey of 14 Communities Keeping of Chickens
Metropolitan Council Designation of Communities
CITY OT CHANIIASSIN
Chanhassen is a Community for Life- Providing for Today and Planning for Tomonow
MEMORANDUM
TO:
FROM:
DATE:
Planning Commission
Sharmeen Al-Jaff, Senior Planner
May 18,2021
SUBJ: Backyard Chickens in Residential Areas
ISSUE
SUMMARY
The current ordinance which was adopted in
2019, allows chicken on residential properties
based on lot area. The breakdown is as
follows:
I to 2.5 acres: 8 chickens
2.5 to 10 acres: l6 chickens
l0* acres: no limit
On April 26,2021, the City Council discussed
the Chicken Ordinance during their work
session. The following is an overview of issues
that were discussed:
Neighbor complaints
Attraction of predators and rodents
Potential disease
Odor
Noise
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Minimum Lot Size for Chickens in
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May 18,2021
Page 2
ordinance. Some Councilmembers have expressed that they are leaning towards maintaining the one
acre minimum lot area.
The City Council has directed staff to reach out to neighboring communities to see the impact of
their ordinances
The Metropolitan Council has established designations for communities based on Urban or Rural
characters (attached). Chanhassen is desigrated as an Emerging Suburban Edge. Staff contacted
communities that fell under similar desigrrations as well as neighboring cities. A suwey of the
communities is attached.
Staff was able to have a conversation with q of the cities on this list. The focus was on
communities that allowed chickens on properties that have an area of less than one acre. The
common complaint was appearance as well as setbacks. There was an average of 15 chicken permits
throughout most communities. Some received complaints regarding loose chickens'
Although the ordinance addressing the keeping ofchickens is in Chapter 5, which does not require
Planning Commission action, the City Council wanted feedback from the Commission regarding the
matter.
On February 19, 2019, the Planning Commission discussed the keeping ofchickens topic (see
attached minutes) and voted to limit them to properties with an area ofone acre or larger.
ACTION
The City Council has requested feedback regarding the keeping ofchickens on parcels with an area
ofless than one acre.
ATTAC MENTS
1) Citizen Action Request from Kelly Davidson dated February 10,2021
2) Letter from Linda Norderhaug dated May 10,2021
3) Email from Holly Lawson dated May 10,2021
4) Email from Laura Schuh dated May 8, 2021
5) Email from Kristen Bartley dated May 10,2021
6) Email from Kelly Davidson dated May 12,2021
7) Ptanning Commission minutes dated February 19, 2019
8) Chapter 5 - ARTICLE V. - CHICKENS
9) City Council Work Session Minutes dated Api126,2021
l0) Chicken Application & Permit Form
1l) City Council StaffReport dated Apil26,2021
I 2) Survey of 14 Communities - Keeping of Chickens
l3) Metropolitan Council Designation of Communities
G:\PLA].^City Code\202 I \Chicken\Pc Stsfr Repon - Chicken 5- l 8-2 I .docx
From:Kelly Davidson
To:Public Comments - Plan Commission; Holly Lawson
Subject:Fwd: Additional information regarding chickens
Date:Wednesday, May 12, 2021 3:41:33 PM
Attachments:PowerPoint_Presentation_to_Sustainability_Council.pdf
BackyardChickens.pdf
Working Chickens PP.pptx
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Hello Planning Commision,
I wanted to reach out and send over some information that was provided to the Mayor and
City Council regarding the Chicken Ordinance lot size restriction. Please see
information above.
I plan on being at the meeting to hopefully provide any answers to questions that you may
have.
Thank you
Kelly Davidson
218-269-4262
---------- Forwarded message ---------
From: Kelly Davidson <kellydavidson33@gmail.com>
Date: Tue, May 4, 2021 at 10:22 AM
Subject: Additional information regarding chickens
To: <council@ci.chanhassen.mn.us>, Holly Lawson <holls9695@yahoo.com>
Mayor Ryan and Council members,
I wanted to reach out after the work session to help provide more information on some of the
questions that were brought up and also address some of the concerns.
I found some really great information from others who are also working on this same
initiative. I hope you find it helpful and informative.
Holly who is copied on this email has also pulled together a community petition and I am
providing a link to the petition here http://chng.it/HLNWxLXX. As of this moment 106
people have signed in favor of the change to the current ordinance. Holly also manages the
Facebook Page: Chanhassen Backyard Chickens which is another great resource.
I am open to answering any questions as well. I look forward to hearing from you and
working with you in the future.
Thank you
Kelly Davidson
218-269-4262
BACKYARD CHICKENS“Bring Your Dreams” TO BROOKINGS, SD “Bring Your Dreams” TO BROOKINGS, SD “Bring Your Dreams” TO BROOKINGS, SD “Bring Your Dreams” TO BROOKINGS, SD
IntroductionPeople are more concerned about the economy, the environment, food safety, emergency preparedness, and animal welfare, they’re returning to the basic skills their grandparents understood well – vegetable gardening, canning food, and raising chickens. In response to citizens’ requests, many municipalities across the county have adopted ordinances allowing residents to keep a limited number of egg-laying hens as pets. Picture Source: http://www.dadychery.org/wp-content/uploads/2012/04/urban_chickens.jpg
IntroductionOur request is not unreasonable or unusual. Cities across the county, large and small, allow a limited number of backyard hens. For example, chickens are allowedin Seattle, Chicago, Madison, Twin Cities, Fort Collins, Vancouver, New York, and yes, SIOUX FALLS, Source: http://www.thedailybeast.com/newsweek/2008/11/16/the-new-coop-de-ville.htmlPicture source:http://cmsimg.freep.com/apps/pbcsi.dll/bilde?Site=C4&Date=20130707&Category=NEWS05&ArtNo=307070062&Ref=AR&MaxW=300&Border=0&Raising-chickens-in-residential-backyardsWHITE, and WASTA, South Dakota. In fact, according to Newsweek Magazine, more than 65% of major US cities now have chicken keeping ordinances.
Brookings Poultry OrdinanceChickens are legally allowed already. However, the 125’ coop setback limits most residents’ ability to have backyard chickens. Reducing the coop setback and regulating chicken numbers, coop cleanliness, no roosters, permits, etc. makes sense.Photo source: (left) http://2.bp.blogspot.com/-CoOA4-i_IDc/TgVpUy23iwI/AAAAAAAACEI/i7hBBRgyxe8/s1600/anderschicks.jpg; (top) http://4.bp.blogspot.com/-hyDSv-tfsDE/UUMfjF8INsI/AAAAAAAADz4/tYDrJZebDj8/s320/Original-Anna-Millman_Backyard-Chickens-bird-house-chicken-coop-helen_s4x3_lg.jpg; (bottom right) http://z.about.com/d/saltlakecity/1/0/b/0/-/-/ChicksSmall.JPG
Brookings Poultry OrdinanceSec. 14-82. - Proximity of fowl to dwellings. “It shall be unlawful for any person to enclose or house any guinea fowl, ducks, geese, turkeys, or other domestic fowl, except pigeons and except falcons and hawks in the possession of a state and federally licensed handler, in any house, pen, coop or enclosure or other building situated within a distance of 125 feet of any church, school or other public building or within 125 feet of any dwelling, store or other building used or occupied as a residence of any person other than that of the owner or caretaker of such fowl.” (Ord. No. 32-08, § I, 9-9-2008)Photo source: http://content.mindmixer.com/Live/Projects/denton/files/7321/ChickenCoop.jpg?634723658551130000Sec. 14-84. - Sanitary condition required. No person shall keep or maintain any building or enclosure where livestock or domestic fowl are kept unless the building or enclosure is kept at all times in a clean and sanitary condition and in accordance with the rules and regulations of the city. (Ord. No. 32-08, § I, 9-9-2008)
Definition of LivestockChickens are a dual purpose animal – raised for profit or treated like pets. Hens are small, harmless, friendly entertaining, and easy to care for – 6 small hens aren’t ‘livestock’ any more than a vegetable garden is a farm.Photo source: (left) http://www.theberkeleygraduate.com/wp-content/uploads/2009/07/chickencoop.jpg; (right) http://www.livablefutureblog.com/wp-content/uploads/2010/03/florida_chicken_house.jpg
Fear not realityPhoto source: (top) http://urbansprout.files.wordpress.com/2010/01/november-december-2010-114.jpg; (bottom) www.motherearthnews.comSioux Falls, SDAllowing residents a small number of egg-laying hens has not created a financial burden for cities that allow chickens, nor has it spurred fighting among neighbors, nor presented a noise, odor, or rodent problem, or reduced property values, or posed a public health threat! In fact, public officials in cities where backyard chickens have been permitted for years, view it as a beneficial, community-building and self-sustaining activity that they promote and encourage.
OdorPhoto source: (top) http://www.azcentral.com/i/sized/0/0/7/e298/j350/PHP4A053802CD700.jpg; (bottom)http://ksweb.gat.atl.publicus.com/storyimage/KS/20130405/blogs/130409275/AR/0/AR-130409275.jpg&MaxW=600Odor problems caused by backyard chickens is unwarranted. Chickens themselves do not smell. It’s only their feces that have the potential to stink.6-hens weigh less then 30-lbs and generate less waste than 1 avg. dog. Chickens manure is a highly valued fertilizer - can be used in the garden.Dogs/cats manure can’t because of the parasites/human diseases it can harbor.
OdorPhoto source: (top) http://www.texasmonthly.com/sites/default/files/styles/story_hero/public/stories/images/urbanfarming.jpg; (bottom)https://evbdn.eventbrite.com/s3-s3/eventlogos/1943783/chickenpic.jpgOdor fears comes from limited experience with chickens (if any) usually from a farm or commercial poultry operation. Where hundreds, if not thousands, of chickens are often kept in crowed conditions with poor ventilation/regular cleaning. As a result ammonia can build up and these facilities can stink.
OdorPhoto source: (left) http://blu.stb.s-msn.com/i/5A/4589E0F0CA1087106395A6DFFCC3_h316_w628_m5_cRnMRsYIu.jpg; (righthttp://badinkadink.files.wordpress.com/2013/06/last-import-48.jpg6 small birds housed at least 20-ft from adjacent dwellings & close proximity to the owner’s home are extremely unlikely to create an odor problem for neighbors.
NoisePhoto source: http://www.poweredbytofu.com/wp-content/uploads/2009/06/willi-chickens.jpgRoosters crow loudly, not hens. Hens never crow, with the exception of announcing the arrival of a freshly hatched egg. This sound is short-lived, lasting a few minutes and takes place once every 24 to 36 hours, and never occurs at night. There’s no comparing the sound of a cackling hen to dog barking, power tools, lawn mowers, garbage trucks, motorcycles, wild crows, kids playing, car alarms, or trains all frequently heard in our neighborhoods.
Impact on Animal SheltersPhoto source: http://x-cdn.apartmenttherapy.com/516b3af274c5b63c080007eb._w.540._s.fit.jpgHens are wanted because they provide eggs, fertilizer, and are gentle creatures that make great pets. If a family can’t keep them for any reason, hens are easily relocated using Craig’s List, postings at local farm stores, Facebook, Newspaper Ads, etc. We are surrounded by an agricultural community!
Property ValuesPhoto source: http://parkwoodhomes.com/blog/wp-content/uploads/2012/07/chicken-coop-garden1.jpgDeclining property values is another myth! Coops are typically small, clean, and attractive, because people love their pets and live in close proximity to them.Urban chicken owners are so proud of their coops/hens that they hold annual coop tours to show them off!
Public HealthPhoto source: http://www.saltlakemagazine.com/site_media/uploads/2011/06/chickens2.jpgA few hens in a backyard will not create a public health threat. If it were true, other cities wouldn’t permit it!"Bird flu has not been diagnosed in the whole of the Western Hemisphere and may not ever find its way here" and "chickens are relatively healthy animals.”- Poultry Extension Specialist, Dr. Jim Hermes.
Public HealthPhoto source: http://www.backyardchirper.com/blog/wp-content/uploads/2011/05/urban-chickens.jpgDogs/cats spread parasites, bacteria, fungi, and viruses to humans. Thousands of ringworm cases are caused by touching stray cats fur.Dogs/cats bring tick-borne diseases like Lyme disease and Rocky Mt. spotted fever. Chickens actually keep your yard healthier because they eat ticks and insects.
Pests and RodentsPhoto source: http://cdn.backyardchickens.com/e/ee/eeaab34c_FotoFlexer_Phototara123.jpegChickens do not attract insects, they eat them! Bugs, mosquitoes, and ticks and slugs that could otherwise harm your garden crops.Rather than attract flies, they eat fly larvae before they can grow up to become adult flies.Chickens do not attract rodents, when feed is stored property. The same logic holds true for dog/cat food, garbage, and composters.
Pests and RodentsPhoto source: http://cdn.indulgy.com/C6/k5/45/147000375306621875HKZ81X5Vc.jpgChickens are a natural extension to our gardens.They are world-class recyclers. In 24-hrs they turn garden scraps, bugs, and weeds into one of 2 things: eggs and fertilizer.
SustainabilityPhoto source: http://farm4.static.flickr.com/3008/2789420532_85a2cd4e4a.jpgPeople are interested in living a more sustainable lifestyle and reducing their carbon footprint. Local governments encourage citizens to reduce their consumption of resources, use fewer pesticides, and be more self-reliant.A small number of hens allow us the opportunity to do just that. Political obstacles should not impede the very same lifestyle local govt. promotes.
SustainabilityPhoto source: http://media.mlive.com/kzgazette_impact/photo/8934548-large.jpgChickens eat grass clippings/food scraps, thus keeping these products out of the local landfill by reusing them on site.We are encouraged to eat locally, reducing the need to transport food long distances. What better place to start than the availability of food right in the backyard!
SustainabilityPhoto source: http://bodhisattvayoga.com/wordpress/wp-content/uploads/2010/10/chicken-eggs.jpgLocal citizens can contribute their surplus eggs to local food banks or neighbors - feeding the hungry with healthy, locally produced food!
Food Safety & Animal WelfarePhoto source: http://cdn0.cosmosmagazine.com/wp-content/uploads/20070115_hen.jpgGrowing desire among consumers to regain some control over the food we serve our families. People are concerned about the welfare of animals that provide our food.
Food Safety & Animal WelfarePhoto source: http://www.thegardencoop.com/images/kids-chicken-coop.jpgHome-grown eggs are fresher, tastier, and more nutritious than store-bought eggs.Store-bought eggs are often shipped from out-of-state, and can be legally sold when they are as old as 45-d.
Economic BenefitsPhoto source: My grandmother Marie visiting, holding my son August and my daughter Phoenix as we visit our chickens! Many of our older family members have shared stories about how chickens saved the family during the Great Depression. Given our current economic situation, keeping a few backyard hens has never been more practical.My family
Economic BenefitsPhoto source: http://goldencarla.typepad.com/.a/6a00e54f00aa49883401156ff6c1af970b-320wiA few hens cost very little to maintain, especially if you supplement their diet with weeds, grass clippings, bugs, and kitchen/garden scraps.In return six hens provide 130 dozen eggs/yr for a cost of about $2/doz. You can’t beat that price for the high quality eggs in return.
Educational OpportunitiesPhoto source: My daughter Phoenix feeding her favorite hen on Good Root Farm and GardenTremendous opportunity for parents to teach young children about the responsibilities that comewith caring for a pet, and where their food comes from.My children learn about sustainability/recycling. They don’t just hear “reduce, reuse, recycle” they experience it!My daughter
Water & Air QualityPhoto source: (top) a few hens that I help care for. An average hen produces 0.0035 CF of manure/day or 1 CF of manure/six months!According to the FDA, an average dog generates ¾ lb of manure/day that can’t be composted because of the harmful bacteria/ parasites that can infect humans.
Water & Air QualityData source: (www.csld.edu/Downloads/Sussman_2008_DogParks.pdf); Dog waste contains higher concentrations of nitrogen/phosphorus than cows, chickens, or pigs and is a major contributor of excessivenutrients that flow into ground and surface waters through runoff from city sidewalks and lawns.
Community Building EventsPhoto source: Facebook – Sioux Falls Tour de Coop; People in the city who keep chickens as pets keep them in attractive enclosures they are proud of. In fact, in many chicken-friendly cities residents hold annual coop tours to show them off. Urban chicken 101 classes/clubs offer other edu. opportunities for our community.
Chickens are hardy!Photo source: (top left) http://urbansprout.files.wordpress.com/2011/02/january-february-2011-049.jpg; (bottom left) http://ediblecleveland.com/wp/wp-content/uploads/2013/03/trattner_chickens_065-1200.jpg; (middle) http://cettinaworks.com/site/wp-content/uploads/2009/03/hens-in-snow.jpg; (top right) http://thedabblerpresents.files.wordpress.com/2011/10/first-snow-10-26-11.jpg; (bottom right) http://www.thegardencoop.com/images/cold-weather-chicken-coop.jpgRunning’s locally supplies chicks that are perfect for South Dakota weather! Chickens are hardy animals:
Thank youMeghan Thoreau, concerned citizen, 1432 2ndStreet, Brookings, SD (605) 692-2832, meghan.thoreau@gmail.comfor listen to my soap-box!
Current Ordinance
The current version of our city ordinance is at odds with today’s understanding
of the necessity of green living to make our city more sustainable.
•Section 01. "Animals" defined: The term "animals," means cattle, horses,
mules, sheep, goats, swine, ponies, ducks, geese, turkeys, chickens, guinea
hens, dogs, cats, and all other animals and feathered fowl; provided that this
definition shall extend to this article only.
(Ord. No. 281, Sec. 1, 6/18/79)
•Section 02. Keeping animals: It is unlawful for any person to keep any animal,
not in transit, in any part of the City not zoned for agricultural purposes,
except for household pets not otherwise prohibited by the City Code.
(Ord. No. 281, Sec. 1, 6/18/79)
Current Ordinance (cont.)
The general ordinances in place already protect neighbors against any disruptive
animals:
•Section 03. Impoundment of animals authorized; costs for release. Any animal
found running at large contrary to the provisions of this chapter may be impounded
in a pound designated by the City, from which such animal shall
not be released until the owner thereof or some person for him shall pay all
fees incurred for such impoundment. (Ord. No. 281, Sec. 1, 6/18/79)
Section 24. Animal nuisances.
The owner or custodian of any animal shall prevent the animal from committing in
the City any act which constitutes a nuisance. It is a nuisance for any animal to
habitually or frequently bark or cry, to chase vehicles, to molest or annoy any person
at a place away from the property of his owner or custodian, or to damage,
defile or destroy public or private property. Failure of the owners or custodian of an
animal to prevent the animal from committing such a nuisance is a violation
of this section.
Backyard Chickens Are Not Livestock
Chickens are friendly, social, intelligent, affectionate, entertaining, low-
maintenance, small, quiet, and inexpensive to keep. They are quieter and
cleaner than dogs. They uniquely offer suburban and city-dwelling
children the opportunity to understand a little more clearly where their
food comes from. And they offer all of us the opportunity to produce a
little of our own food.
Backyard Coops are Attractive and Clean
Unlike large commercial poultry operations or rural farms, people in
cities and suburbs who keep chickens in their backyards tend to keep
them in attractive, well maintained enclosures and treat their chickens as
pets. Backyard coops are no more of an inherent eyesore than a
trampoline, play structure, or hot tub.
Chickens Are Not Smelly
Chickens themselves do not smell. Any possible odor would come from
their droppings, but 5 hens generate less manure than one medium-sized
dog. The average chicken keeper is also a gardener, and (unlike the feces
of dogs and cats, which carry pathogens and can’t be composted) chicken
droppings represent an excellent source of free organic fertilizer when
composted. Unsanitary conditions can result in a buildup of ammonia in
large -scale operations, which is why commercial poultry facilities often
smell. This is not the case for small backyard flocks.
Chickens are Not Messy
Chicken enclosures used in city and urban settings tend to be
attractive and are easily maintained. Small flocks are managed
with a minimum of time and energy on the part of their owners.
Chickens Are Not Noisy
Hens are quiet birds. It’s only roosters that are known for loud morning
crowing, and roosters are not necessary for the production of eggs. The
occasional clucking of hens is measured at a mere 60 decibels and
generally not audible beyond 10 feet. Some hens give a few squawks while
actually laying an egg, but this noise is very short-lived and much quieter
than barking dogs, lawn mowers, leaf blowers, passing trucks, children
playing, and other common neighborhood sounds.
Chickens Do Not Pose a Public Health Risk
Unlike cats and dogs which are prime vectors for rabies, parasites, and
tick-borne diseases, backyard chickens actually keep your yard
healthier for humans by eating ticks and other insects. Salmonella,
which has been associated with raw eggs, is more of a
problem with factory-farmed eggs, not with backyard chickens.
According to the CDC on 6/24/2020there have been 5 cases of Salmonella in
2020. They recommend being mindful with handling of chickens –wash hands
before and after handling.
Living Sustainably
•Increasing numbers of us are interested in living more sustainably, and many communities, are encouraging citizens to reduce waste and consumption of resources. Backyard chickens allow us to reduce our carbon footprint by producing some of our own food. Every food item we can produce organically and on our own property, just outside our back door, is one less item that must be shipped to us and shopped for. Every item of food we raise ourselves represents a step in living a greener, more sustainable lifestyle.
•People who have backyard chickens are less likely to use chemicals and pesticides in their yards and gardens because it’s healthier for their chickens. In return the chickens eat weeds and bugs that normally plague unsprayed yards. Composted chicken manure is one of the most efficient natural fertilizers and is provided for free with no need for transport. Backyard chickens eat grass clippings which might otherwise end
up in the landfills and food scraps which might end up in
the garbage and sewage.
Chicken Approvals
Metro Cities with
Ordinances
NO 11
YES 51
Grand Total 62
TOTAL NO 11
Apple Valley 1
Arden Hills 1
Brooklyn Park 1
Champlin 1
Chanhassen 1
Chaska 1
Ham Lake 1
Hopkins 1
Little Canada 1
Plymouth 1
Woodbury 1
TOTAL YES 51
Andover 1
Anoka 1
Blaine 1
Bloomington 1
Burnsville 1
Cottage Grove 1
Crystal 1
Dayton 1
Eagan 1
Eden Prairie 1
Edina 1
Falcon Heights 1
Farmington 1
Fridley 1
Hastings 1
Inver Grove Heights 1
Jordan 1
Lake Elmo 1
Maple Grove 1
Maplewood 1
Mendota Heights 1
Minneapolis 1
Minnetonka 1
Montrose 1
Mounds View 1
New Brighton 1
Newport 1
North Saint Paul 1
Oakdale 1
Osseo 1
Otsego 1
Prior Lake 1
Ramsey 1
Richfield 1
Robbinsdale 1
Rosemount 1
Roseville 1
Saint Anthony 1
Saint Michael 1
Saint Paul 1
Saint Paul Park 1
Savage 1
Shakopee 1
Shoreview 1
South Saint Paul 1
Stillwater 1
Vadnais Heights 1
Waconia 1
West St. Paul 1
White Bear Lake 1
White Bear Township 1
Grand Total 62
Responses from Neighboring Cities
Questions asked:
Since conception of (Or past 5 years) allowing chickens I am
wondering:
-The number of complaints with chickens per year
-The number of complaints with dogs and cats per year
-Does it take long to process an application to apply for a permit?
-Do you believe predators have been drawn in from the chickens?
If you have any positive aspects of owning chickens that you feel
has benefited your community?All feedback welcome.
Eden Prairie:5/26/2020
Number of chicken complaints per year:none (zero).
•Number of Animal Complaints per Year: Dog at Large = 379 (34% of all animal calls),Deer Issue = 180 (16%),Barking Dog = 164 (15%),Raccoon Issue = 82 (7%),Cat at Large = 80 (7%),Rabbit Issue = 48 (4%),Squirrel Issue = 37 (3%),Goose Problem = 37 (3%),Duck Problem = 30 (3%),Coyote Issue = 25 (2%),Bat Issue = 10 (0.9%),Snake Problem = 9 (0.8%),Fox Problem = 7 (0.6%),Hawk Issue = 6 (0.5%),Turtle Problem = 6 (0.5%),Owl Issue = 5 (0.5%),Horse at Large = 4 (0.4%).Projected/Expected number of Chicken Issues per year = 0-2 (0.0-0.2%).
•Length of Time to Process an Application:This will vary based upon if the applicant filled out the application correctly. Sometimes it’s necessary to contact the applicant, ask questions and request them to resubmit a more accurate depiction of their property/diagram. Assuming it’s filled out correctly, the processing of the application takes 10-30 minutes, and the required inspection takes 5-10 minutes or so.
•Predators:The City has not received any complaints regarding predators associated with chickens. One of the requirements is that the coop and run be constructed in a manner to prohibit entry of any type of predator, be it fox, coyote, hawk, etc.
•Eden Prairie began allowing residential chicken keeping in 2017 and at this point we have 15 registered chicken keeping properties. (65,000 residents)
Jim Schedin
Zoning Administrator
Police Department | City of Eden Prairie
8080 Mitchell Road | Eden Prairie, MN 55344
Shakopee:5/29/2020
Since 2017 there have been the following numbers of complaints:
Chickens (loose, rooster complaint and free roaming in yard)
2017-4
2018-1
2019-2
2020-0
All other animal-This includes all other animal related calls. I.E. Bites, loose cat/dog, welfare and found/lost animals:
2017-407
2018-372
2019-377
2020-111
There is no data that could support whether predators have been drawn in from the chickens.
Joe Alessi
Code Enforcement Specialist,Shakopee Police Department
Blaine:5/22/2020
-The number of complaints with chickens per year zero (from the police department records)
-The number of complaints with dogs and cats per year
2020: 273
2019: 836
2018: 719
2017: 623
2016: 119
Complete applications are usually processed within 2-3 business days
Wende Ferguson
Support Services Manager
Blaine Police Department
Eagan:5/28/2020
Thank you for the inquiry about the chicken regulations.We have had a successful
experience with chickens in our city.As for complaints, in the two and half years I have
been in this position I have not had a single complaint about chickens in the city.The
chicken program has been very successful.It does not take long to process the
applications and we have not seen an increase in predators with the chickens.When I
go out and talk with the owners on the inspection I talk with them about reinforcing the
coop by running the coop fencing into the ground a foot or so to help with animals
trying to get in.To date I have not heard of an attack on any of the chicken coops in
the city.
As a whole the most of the complaints I receive are cat and dog related.I do not have
an exact number of the calls that I receive but I can tell you that dogs and cats are the
biggest number of calls I deal with.
From what I have seen the chickens seem to bring neighbors together as they are
intrigued by them. Home owners are excited to have the opportunity to raise chickens
in their yards
Jodie Opstad
Animal Control Officer
3830 Pilot Knob Rd | Eagan, MN 55122
Edina:5/26/2020
We have probably fewer than 2-3 complaints per year regarding chickens. Most calls are
more inquiries than complaints.
The number of complaints regarding dogs/cats probably range into hundreds. I’d have to
run some reports to get more precise numbers.
We do not issue permits for chickens, so there is no process or waiting period.
Predators or undoubtedly drawn to chickens. We get few reports of that, but it is
inevitable. They are already present in the area and chickens only provide one additional
prey source if the owners do not provide adequate shelter against predators.
Chaska is just over 20,000 people versus Edina’s 50,000 and is much more rural. That
alone will impact the differences between the two communities. I suspect dog/cat
complaints are significantly fewer in Chaska than in Edina. I also suspect that the
fox/coyote population is higher. Hawks and owls can also prey on chickens, but the
population density of those birds of prey are likely comparable.
Timothy Hunter, Animal Control Officer
952-826-0494 |Fax 952-826-1607
St Louis Park:5/28/2020
My answers are listed behind your questions below.I have also included the packet of
information sent to residents when requested.Because we limit the number of chickens to 4
hens and no roosters, this has limited the number of complaints. It is a positive program with
families working together in raising the chickens and enjoying the eggs, if any.
-The number of complaints with chickens per year since the inception of the program:
2011, I have received only 3 complaints
-The number of complaints with dogs and cats per year:We don’t receive complaints on cats
or dogs, Animal Control division is within the police department.
-Does it take long to process an application to apply for a permit? It is a registration
program.The only permit issued would be a zoning permit to construct an accessory structure
(coop and run).On average it takes 3 days for zoning approval. Once approved, we issue the
zoning permit to construct the coop/run.The resident will contact me directly to inspect the
construction and issue a letter of permission to keep the chickens.
-Do you believe predators have been drawn in from the chickens?Not aware of any increase in
predators.
Ann Boettcher
Property Maintenance & Licensing Manager | City of St. Louis Park
Department of Building & Energy
Chaska Animal Calls (2016-2020)
•Chaska does not have animal control. All calls are through
the police department (similar to many cities). These calls
include animals at large, assistance in relocating (alive or
dead), dispatching, noise & defecating complaints
–1,267 dog and cat calls
–495 other animal calls
•Woodchuck, turkey, opossum, wolf, pigeon, raccoon, snake,
ferret, muskrat, turtle, owl, beaver, emu, squirrel, rabbit, goose,
duck, dear, bat, coyote, mountain lion, horse
“I also worry that it would be troublesome for the police department to keep up with,”
said Rohe. “It could be very time consuming and difficult to enforce.”
“I just can’t put it in my mind that we would be putting officers out there to check on
chickens,” said Windschitl.
Previous slides reflect the police/animal control responses to chickens, 0-5/year,
compared to the hundreds of other animals.
Councilor Paula Geisler worried about the chickens’ well-being in extreme cold.
“Chickens are more fragile than people think ... I just wonder what would happen if we
have a cold winter like we’ve had,” she said. “Would they end up freezing to death?”
Chickens have been kept in coops all over the world (Cold weather states, Alaska, etc.)
Chickens can withstand winter temperatures without supplemental heat. A
chicken's body temperature is around 106 degrees Fahrenheit, and they have their own
protective layer of feathers to keep them warm.
Response to working session 2016
There was a working session after an initial interest in changing the city ordinance.
Enclosed is a rebuttal to the previous concerns.
Councilors also noted concerns about chickens attracting predators like coyotes, and the
potential for disagreements among neighbors over the chickens.
Predators are already here (see previous slide regarding predators). Adhering to
guidelines of keeping a proper structure that is predator proof is imperative, that goes
for any domestic animal kept outside.
Many cities have spoken to believe it brings neighbors together.
Rohe said that with organic and cage-free options available in local stores, consumers
have more choice than ever before, decreasing the need for backyard chickens.
As we have seen in the past few months there have been food shortages -cage free,
organic or not. Being able to live sustainability has never been more prevalent and a
right we should all have, especially during this unprecedented time.
Rohe responded saying there are other options for people who want to raise chickens.
“If you want to do that, buy a hobby farm or move to the country.”
We live in Chaska for so many reasons. I grew up here, I’m raising my family here. We
can’t imagine raising our family in any other community. For a lot of people, picking up
and moving for any reason isn’t an option. Let’s keep this community progressive and
loveable.
Sample application:
https://www.waconia.org/DocumentCent
er/View/1622/571-Chickens-PDF?bidId=
https://www.waconia.org/Doc
umentCenter/View/1622/571-
Chickens-PDF?bidId=
Complete ordinance (5 pages):
We, the undersigned citizens of Chaska, MN, believe that small-scale chicken
keeping is a healthy, economic, and sustainable way to feed and enrich our families
and our community. Besides making great pets, hens provide us with fresh eggs
and encourage local sustainable living. The ability to raise chickens offers
educational opportunities for our children. Chickens serve as a natural alternative
to pesticides by eating bugs and insects, including fleas and disease-spreading
ticks. Chickens also eat weeds, and chicken manure serves as an excellent fertilizer
for lawns and gardens. Backyard chickens provide many benefits, which is why
many towns and cities across the country now permit their residents to raise
backyard chickens.
The backyard chicken movement has been gaining support across the nation in
recent years, with over 500 cities and towns changing their ordinances to allow
small numbers of chickens in residential areas. This has been motivated by a
number of factors, including the public's interest in healthier, locally-sourced food,
increased control over and knowledge of food sources, and a growing concern for
the humane treatment of animals raised for food. Environmental factors also are a
consideration for many. Other benefits for those raising a small flock include an
excellent source of natural fertilizer, chemical-free pest control and low-
maintenance, charming pets.
Change.org Petition
Many of the fears that people have regarding allowing chickens in residential areas
stem from experience with or knowledge of large-scale chicken farming, which in no
way reflects small-scale chicken keeping. Hens are no more disruptive to residential
tranquility than a dog that barks occasionally, and often are even less so. Just as living
next door to someone with a dog is not comparable to living next door to a dog
kennel, backyard chicken flocks do not pose the same nuisances as the infamous
chicken farms, and on the contrary, would offer many benefits to Chaska residents.
We respectfully request our leaders to act now to allow up to 5 hens (no roosters) in
the backyards of residential homes, with certain restrictions as deemed necessary by
the Council.
Attached to this email is the list of Chaska residents that have signed this petition
**181 Chaska residents have signed the
petition since May 22, 2020**
Change.org continued
•Allow the residents to keep and care for up to five hens.
•The hens shall be provided with a covered enclosure (coop)
•The coop shall be fully enclosed and weather and predator proof.
•All premises on which hens are kept or maintained shall be kept clean from filth.
•All grain and food stored for the use of the hens on a premise, shall be kept in a
rodent proof container.
•Slaughtering of chickens shall be forbidden.
•Roosters shall be forbidden.
•Coops must be in the rear or side yard and set back at least 5ft from property
lines unless permission is granted by neighboring property.
•Protection of the rights of neighbors by punishing violations of the chicken
ordinance to the same degree as violations by cats and dogs.
Proposal to City
From:Kelly Davidson
To:Public Comments - Plan Commission; City Council; Holly Lawson; Aanenson, Kate
Subject:Chicken Ordinance meeting
Date:Tuesday, May 18, 2021 9:11:22 AM
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Hello all,
I wanted to reach out and let you know that due to a family issue I will be unable to attend
tonight's meeting. This is hard for me because I want to be there to answer any questions and
be a part of the process to hopefully change the current ordinance.
I will however write to you why it is important to my family and to other families in this great
community.
When we first received our chickens I was all about the eggs. This was a quest for what I
thought was going to be self sustaining egg production. I was very wrong! From the day we
got our first hens they were 100% pets. They were easy to take care of and had very
unique personalities. This surprised me the most. I thought of chickens as a one note animal
without much depth. There was a leader that took care of the rest of the group and even
interacted with our dogs. They got to know us and just like a dog would get excited when we
came out to visit them.
What they really brought us wasn't eggs, it was joy. Joy for my kids and the whole family.
There were many afternoons when we just hung out as a family to watch what funny things
the chickens would do. My kids were engaged and committed to the care of the pets. I truly
believe that in the time we are in now that any bit of joy that families can be a part of is
extremely important.
My family has made two very difficult moves in the past 18 months. We have moved across
the country twice and with lock downs and trying to make new friends my kids have been
resilient but have struggled. I don't think that this is an isolated case and I think many families
have been put under huge stress over the past year. I am also not saying that the ability to
have chickens would solve any issues but it might help just a little.
I wanted to address some of the other concerns that I had heard during the meeting. Since I
have personal experience I wanted to share some history. I think you can also see my previous
email on some of these items.
1. Predators-We lived on a large wooded lot in Duluth. We had a fox den and also a large
female black bear. Our coop was 30 yards from the house and I have trail camera pictures of
the fox trying to get into the coop on two occasions. When he found out it was locked down
he moved on. I also had a raccoon take a look one night. Again once it wasn't an easy meal
they moved on. Protecting the chickens is part of the care. Most modern coops have this built
in protection and chickens are just fine. Predators want an easy meal and I can tell you the fox
that lives near our backyard now is doing just fine. He has been gobbling up the young
rabbits, squirrels and birds that he would normally eat. Just by adding a coop will not add or
attract more predators. There is a natural carrying capacity to their population that can be seen
specifically with rabbit and fox population cycles. The number one way to increase the
predator load on your property is to put in bird feeders.
2. Noise-Hens which are only allowed make a very low cooing noise. That is all. You could
hear them in your backyard but probably not further than this. I think dogs barking would be a
much bigger issue.
3. Smell- This wasn't an issue as we took care of the droppings just like we pick up the dogs
droppings. I can't remember a time when at any of our friends homes with chickens either
where smell was an issue.
4. Unintended benefits- All three of our dogs in Duluth had either Lyme disease or
anaplasmosis. Recently one of our dogs at our house near Lotus lake came down with
anaplasmosis again. Ticks are becoming a bigger issue every year. I know the ordinance in
Chanhassen will not allow free range chickens but in Duluth we did allow our chickens to free
range. After a month I never found a tick on any or our dogs again. Chickens are grazers and
eat a lot of bugs.
Chickes also help control food waste. We didn't allow the chickens to eat all of our compost
but there were definitely things that they enjoyed which would take those items out of the
trash cycle and would never end up in a landfill.
5. Chickens on the loose was a topic that was brought up. Although this is unfortunate that
one would get out I find this to be pretty harmless compared to a dog or cat that is allowed to
escape. I have a cat that patrols my lawn on a nightly basis. I also have never seen a post on
any social media platform about a chicken on the loose. Yet daily we see dogs and cats that
go exploring.
Again I am sad that I cannot make it tonight. Please feel free to reach on any questions you
might have. Chickens have a way of building a really great culture in the community. I am
also willing to volunteer my time and energy to helping this process along. That could come
in working hand in hand with the city or trying to develop training so that we have a strong
group of devoted chicken owners.
Thank you so much and I look forward to hearing what you decide.
Kelly Davidson
218-269-4262
From:Alyson Duneman
To:Public Comments - Plan Commission
Subject:Citizen Statement for planning meeting 5/18
Date:Tuesday, May 18, 2021 11:44:01 AM
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Good Evening,
I am another resident who wishes to include my statements on backyard chickens in
Chanhassen at tonights meeting.
Smaller lot sizes are really not an issue because chickens require very little room to be happy
and content; 8 to 10 square feet per chicken. They do not like to roam and always stay very
close to their home even when free. They are very unlikely to wander around even a 1 acre lot
let alone .5 acres.
Not only that but chickens are very beneficial to the environment, eating beetles, wood ticks,
and other bug nuisances while organically fertilizing the yard. They make almost no noise and
are rarely even noticed by neighbors. Very unlike neighboring dogs who are constantly
barking, getting loose or pooping in my yard. Neighboring cats are frequently wandering
about in my yard as well. One would think chickens who keep to themselves and provide food
would be an upgrade.
Finally, I would like to add the consideration that, given these unprecedented times that we are
in, it might even be unjust not to allow people a very simple way to provide for themselves
and ones personal distaste for chickens is not a sufficient reason to prevent others from
utilizing this benefit.
I definitely support backyard chickens in Chanhassen.
Sincerely,
Alyson Duneman
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 1, GENERAL PROVISIONS AND
CHAPTER 5, ANIMALS AND FOWL OF THE CHANHASSEN CITY CODE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
ORDAINS:
Section 1. The Chanhassen City Code is amended by adding the following definitions to
Section 1-2 Rules of construction:
"Chicken or domesticated chicken" means a subspecies of the species Gallus domesticus.
"Coop" means the structure for the keeping or housing of chickens.
"Hen" means a female chicken.
"Rooster" means a male chicken.
"Run" means an enclosed and covered area attached to the coop where the chickens can roam
unsupervised.
Section 2. The Chanhassen City Code is amended by amending Sec. 5-133. Density and
setbacks (a) (1) to read "Lots one acre or larger but smaller than 2½ acres: Eight chickens."
a. Have a lot one acre or larger.
Section 3. The Chanhassen City Code is amended by amending Sect Sec. 5- 32. Permit
required. to read as follows:
Sec. 5-132. Permit required.
(c) In order to be issued a permit the applicant must:
(1) Have a lot one acre or larger.
(1 2) Have as the principal use of the property a single-family residential structure.
(2 3) Submit a notarized statement to the city stating that they have informed all adjoining
neighbors that they intend to keep chickens.
(3 4) Not have had a prior chicken permit revoked by the City of Chanhassen.
(4 5) Meet the density and setback requirements listed in section 5-133.
2
Section 4. This ordinance shall be effective immediately upon its passage and
publication.
PASSED AND ADOPTED this 24th day of May, 2021 by the City Council of the City of
Chanhassen, Minnesota
Laurie Hokkanen, City Manager Elise Ryan, Mayor
(Published in the Chanhassen Villager on _____________)
g:\plan\city code\2021\chicken\ordinance.docx
From:The Michels
To:Public Comments
Subject:Chickens in residential districts - Chanhassen
Date:Monday, May 24, 2021 10:26:03 AM
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attachments unless you recognize the sender and know the content is safe.
Dear Chanhassen City Council -
I've lived in Chanhassen for thirty (30) years. We've won numerous awards for best places to live, and of
late, Council is either pandering to a few lame requests, or simply caving, as one Council member is
quoted - we can't possibly handle all the complaints (boats). As I recall he also stated it's something like
two-three complains per month. Why are we proposing going backwards?
It is a really bad idea to allow chickens to be raised/housed in the City of Chanhassen. I grew up in
agriculture, I work in agriculture and work with epidemiology and veterinary medicine. Rather than
Council saying, oh we have to look at what other communities allow - how about we follow logic, common
sense and science.
The human health risks (to all of us, not just the resident that wants a backyard flock) are real and
significant.
http://www.idph.state.il.us/health/infect/Poultry.htm
https://www.health.state.mn.us/diseases/animal/backyard.html
Perhaps the one (1) acre minimum that Council is looking at overturning is justified. Most lots are less
than .25 acres. Perhaps the links I've included would compel a science based decision to say, raising
chickens in a city/suburb is not safe, period (not even with a acreage minimum).
Is Council prepared to limit the number of hens/chickens? Wait, if the City can't enforce the current boat
ordinance, how will City ever enforce a chicken ordinance? Double standards. Is the discussion about
one or two laying hens? A dozen? Will it allow residents to raise broiler chickens all summer and then
butcher them in the fall? Do not open up an ordinance that has served Chanhassen - since it was a very
small suburb. Housing density increases do not lend to backyard farming.
What about manure/litter disposal? True farmers have to present manure management plans to the
State. Why would backyard flocks not have to do the same?
Flies? Stink? Rodents? Predators?
What's next? Goats? Rabbits? The requests are potentially endless.
Please stop the pandering and focus on bigger issues and strategies.
For the record, the City Councilman that said he'd like the boat ordinance loosened, because he has a
boat, has never answered the two emails I sent to him/Council. Pretty cowardly. He knows who he is.
Todd Michels
612-819-2229
From:Valentina
To:Public Comments
Subject:Approve Ordinance Amendment Concerning Minimum Lot Size for Chickens in Residential Districts and Chapter 1
Definitions
Date:Friday, May 21, 2021 9:53:00 PM
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attachments unless you recognize the sender and know the content is safe.
Hello,
We wanted to provide comments regarding the proposed Ordinance Amendment
Concerning Minimum Lot Size for Chickens in Residential Districts. We are very
concerned that allowing chickens on properties with lot size less than acre will result
in unpleasant odor and loud noise. It can also attract rodents and predators. Please
keep the current ordinance that allows chickens on residential property with an area
of one acre of larger.
Thanks!
Valentina and Robert Brophy
9220 Ellendale Ln
Chanhassen MN 55317
From:Peggie Zoerhof
To:Public Comments
Subject:Chicken Ordinance
Date:Saturday, May 22, 2021 6:58:32 PM
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you recognize the sender and know the content is safe.
To Chanhassen City Council members:
Our preference regarding the keeping of chickens ion a residential neighborhood is to LEAVE IT AS IS with a
minimum lot size of ONE acre.
Kindly,
Peggie and Curt Zoerhof.
Sent from my iPhone
Peggie Zoerhof
From:Hougham House
To:Public Comments
Subject:Chicken ordinance- Marsh Dr
Date:Friday, May 21, 2021 4:00:45 PM
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you recognize the sender and know the content is safe.
Hello, I live on Marsh Drive in Chanhassen, and I would not like chickens in our neighborhood. I would like to
keep the current ordinance in place at 1 acre.
Thanks, Jenny
Jennifer Hougham
8103 Marsh Dr.
Chanhassen, MN 55317
From:Paul stibal
To:Public Comments
Subject:Chicken
Date:Friday, May 21, 2021 6:00:47 PM
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attachments unless you recognize the sender and know the content is safe.
I strongly support the new Chanhassen chicken ordinance.
Thank you for your time.
--
Paul Stibal
Owner/Operator of your best place to get MN grown CBD
CBDKürz
http://www.CBDKurz.com
Owner/Operator of the busiest sound company you probably haven't heard of
metropaulitan entertainment
http://www.facebook.com/metropaulitan
http://www.metropaulitan.net/
http://www.youtube.com/metropaulitan
From:Christina Ahola
To:Public Comments
Subject:Chickens!!!!
Date:Sunday, May 23, 2021 2:52:28 PM
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attachments unless you recognize the sender and know the content is safe.
All for expanding the chicken permits to no lot requirement.
Christina Ahola
6974 Pima lane
Chanhassen
Get Outlook for iOS
From:Amanda Knight
To:Public Comments
Subject:CHICKENS!
Date:Friday, May 21, 2021 3:09:12 PM
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We are asking and 100% in support of chickens in Chanhassen!!!
Please please please!!!!
Our entire neighborhood on Saddlebrook Pass is in total agreement!!
Please let me know what we can do to help this happen!!!
Thank you
Amanda Knight
930 Saddlebrook Pass
Chanhassen MN 55317
From:rosalieminion
To:Public Comments
Subject:Chickens
Date:Friday, May 21, 2021 3:22:41 PM
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At one time I lived in a different part of the country and I was very upset when people
were getting chickens and then I found out that the city was actually using chickens to
monitor West Nile , if a chicken dies and they're turned in can be tested for West
Nile and other diseases
Sent via the Samsung Galaxy, powered by Cricket Wireless
From:Karen halbakken
To:Public Comments
Subject:Chickens
Date:Friday, May 21, 2021 3:09:16 PM
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Please stick to the one acre property.
If you give into smaller you will start a trend of something else. Just say no!
Sent from my iPhone
From:Walker, Jim
To:Public Comments
Subject:comment on RV"s and chickens
Date:Friday, May 21, 2021 3:19:13 PM
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I believe property owners should have freedom of action as long as it does not unduly burden
other nearby property owners.
As such, I believe property owners (or renters with the owner's permission) should be able to
park boats and RVs in their driveway.
I also believe property owners (or renters with the owner's permission) should be allowed to
raise backyard chickens as long as
the chickens are treated humanely (particularly with respect to weather).
the chickens do not place a burden on neighbors in the form of noise (for example, if
chickens are considerably louder than barking dogs then perhaps that is too noisy. If
chickens are less noisy than barking dogs (which we already have) then the noise
burden of the chickens is acceptable...or at least certainly nothing new.
The chickens do not place a burden on neighbors in the form of noxious odors.
The chickens do not place a burden on neighbors in the form of noxious run-off (chicken
poop dissolving in rainwater flowing onto someone else's property).
So, with some concerns, I am in favor of both changes.
Thanks for this opportunity to provide input.
Sincerely,
Jim Walker
Resident
_____________________________________
Jim Walker, CT
Holy Family Catholic High School
Science Teacher, Knowledge Bowl Coach, Quiz Bowl Coach
Walkerj@HFCHS.org
952 443 4659 ext 1148
www.hfchs.org
although unlikey...
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received this email in error, and delete the copy you received.
From:Robert Kline
To:City Council; Public Comments
Subject:Fwd: HOA"s Perspective Regarding Recreational Vehicles & Chicken"s Amendments
Date:Sunday, May 23, 2021 3:52:11 PM
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Please review this forwarded email sent to Mayor Ryan by our HOA Board regarding the (2)
Proposed Amendments pertaining to Recreational Vehicles and Chickens.
Thank you for allowing us to share our perspective.
Sincerely,
Lakeview at Pineurst HOA Board
---------- Forwarded message ---------
From: Robert Kline <rjkline123@gmail.com>
Date: Sun, May 23, 2021, 3:39 PM
Subject: HOA's Perspective Regarding Recreational Vehicles & Chicken's Amendments
To: Ryan, Elise <eryan@ci.chanhassen.mn.us>, Steven Mueller
<stevenemueller@gmail.com>, Mark Wagner <MAWagner@olwklaw.com>
Dear Mayor Ryan,
Thank you for your "Message From The Mayor" sent to us via email on Friday May 21, 2021,
regarding the Recreational Vehicles and Chickens in Residential Districts Proposed
Amendments. We (Lakeview at Pinehurst HOA Board) appreciate your desire to receive and
listen to feedback from residents of the City.
We the Board, would like to provide you with our perspective regarding the (2) Amendments
and how they are in conflict with our HOA Declaration of Covenants. Our Association's
Covenants address both of the Proposed Amendments and are in direct opposition to their
position.
Regarding Recreational Vehicles in our HOA, NO "other vehicles" may be parked on a
driveway and may ONLY be stored inside an enclosed garage. These "other vehicles" include,
automobiles not operational, trucks, buses, vans, recreational vehicles, all-terrain vehicles,
ambulances, hearses, motorcycles, motorbikes, bicycles, snowmobiles, jet skis, canoes, boats,
and other watercraft, aircraft, house trailers, motor homes, camping trailers, other trailers,
lawn mowers, lawn tractors, over-the-road tractors, and other tractors. We include this list to
show what someone could "interpret as a recreational vehicle".
The Proposed Recreational Amendment, as it is written, does not clearly define a recreational
vehicle and what is going to qualify as acceptable within this Amendment. It seems far to
"open ended" with the potential of abuse. For example, how will the City address the home
owner who parks a motor home or camper on their driveway and someone lives in that
"vehicle" from April 1st to November 1st?
Regarding the Chickens in Residential Districts Amendment, again our HOA does NOT allow
"uncommon animals", which includes chickens, without prior consent of the Board. There is
currently nothing in the Proposed Amendment that states an HOA may have more restrictive
regulations than the City. Again, the opportunity for potential abuse seems very "open ended".
For Example, what recourse will a "non chicken" homeowner have against a "legitimate
nuisance" they are experiencing that is caused by their neighbor who has chickens? There is
nothing in the Proposed Amendment that addresses how a "legitimate nuisance" will be
handled.
As an HOA Board, our main role is to uphold the guidelines of our Covenants. The vast
majority of our members want those guidelines to be enforced. However, there are a few
members who will try to "take advantage" of the (2) Proposed Amendments, as they are
currently written.
Our HOA Board believes as the (2) Proposed Amendments are currently written, there will be
confusion between what is allowed by the City and what is allowed in our Covenants.
WE BELIEVE FURTHER CLARIFICATION IS NEEDED AND A PROVISION MUST BE
MADE IN BOTH AMENDMENTS THAT CLEARLY STATES, "HOA COVENANTS CAN
BE MORE RESTRICTIVE THAN CITY RULES AND MUST TAKE PRECEDENCE".
Thank you for the opportunity to share our perspective. We would welcome any further
discussion or questions you may have.
Please let us know you received this email, as we believe it contains important information
you would want to know before the City Council meeting Monday (5/24) evening.
Regards,
Lakeview at Pinehurst HOA Board
Bob Kline - President 952-975-0960
Steven Mueller - Vice President 612-802-9122
Mark Wagner - Treasurer 612-578-5228
From:Randal Fingarson
To:Public Comments
Subject:ORDINANCE AMENDING CHAPTER 1, GENERAL PROVISIONS AND CHAPTER 5, ANIMALS AND FOWL OF THE
CHANHASSEN CITY CODE
Date:Sunday, May 23, 2021 7:45:44 PM
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Chanhassen City Council
We are Linda and Randal Fingarson and live at 8371 West Lake Drive in Chanhassen, Minnesota.
We have lived in Chanhassen for the last 30 years. We wish to provide our comments on the
proposed ordinance change that would allow up to 8 chickens to be raised regardless of lot size.
We believe this proposed change should be rejected. Chanhassen is a special city to live in.
Residential property is well taken care of and everyone works hard to insure that their property is
properly maintained. Approving the proposed ordinance change that would allow 8 chickens and a
chicken coop on residential property regardless of lot size. It would have a significant negative
impact on the appearance, noise and odor of each neighborhood. Home owners made purchasing
decisions on were to live and what property to buy based on the city ordinances and what would be
allowed to take place in their neighborhood. This proposed change would have a negative impact on
each neighborhood and not respect the desires of their neighbors.
The concerns discussed about neighbor complaints, attraction of predators and rodents, potential
disease, odor and noise that were discussed are very real. Having a chicken coop located only 25
feet away from your neighbor is not acceptable. It was surprising that both hens and rosters would
be allowed since the only requirements noted were the total number of chickens. We have always
respected the noise and other limits that Chanhassen has on animals outside. I can only imagine how
a neighbor would feel living 25 feet from a chicken coop and dealing with its various negative
aspects.
A large space should separate a chicken coop from your neighbors. We believe the ordinance should
not be approved. If individuals wanted to raise chickens they should have bought rural property.
We believed the current ordinance requiring at least 1 acre of land to have 8 chickens was properly
made and should not be changed.
Thank you for your consideration,
Linda and Randy Fingarson
From:Marsha Theis
To:Public Comments
Subject:re: lot size for chickens
Date:Friday, May 21, 2021 3:26:20 PM
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Dear Mayor and Chanhassen Council,
We are opposed to making the lot size smaller than one acre for a chicken permit.
Chickens can create a public nuisance with noise, smell, and poultry diseases. If you
wish to reach us please email us at this email address.
Additionally, we would like you to enact Airbnb or other vacation rental restrictions in
single family residential areas. There needs to be a permit application and renewal
and conditions for existing or future rentals. We live next door to someone who rents
out their basement through Airbnb and we have had problems with smoke from fires
and firepits. We cannot sit on our porch in the evening because there is often so
much smoke. There are also extra cars parked outside in his backyard.
Sincerely,
Paul and Marsha Theis
6520 White Dove Circle
Excelsior, MN 55331
From:Neil Reierson
To:Krystel Reierson
Cc:Public Comments
Subject:Re: Upcoming approval for city ordinances
Date:Saturday, May 22, 2021 10:45:21 PM
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I strongly agree on both points. As a heavily involved family in the community i hope you
take these recommendations seriously.
Best,
Neil
612-991-7968
Sent from my iPad
On May 21, 2021, at 4:40 PM, Krystel Reierson <krystel.reierson@gmail.com>
wrote:
Hello!
I would like to express my opinion on the upcoming city ordinances.
1. Outdoor Storage of Recreational Vehicles, Boats, and Trailers
Being a boat owner myself, I really feel it is best that boats and other
recreational vehicles are not stored on driveways. Chanhassen has always
been an aesthetically pleasing place to live. Homeowners take great pride in
their property. Having recreational vehicles of any kind parked on driveways
provides such an eye sore! There are many other options for storing
recreational vehicles. When purchasing such a vehicle it is a cost we put into
consideration knowing the current ordinance was in place. Recreational
vehicles are a luxury and the associated cost of storing them out of site should
be maintained. We are too pretty of a city to have this eye sore throughout.
2. Chickens in Residential Districts
Would love to see this ordinance lifted. There are so many benefits to having
chickens - eat insects, produce eggs, free fertilizer, great hobby for the kids to
get involved, outside and in the garden. By placing restrictions on the number
of chickens (4) and only allowing females instead of roosters, you avoid the
loud cockadoddling and over populated area. Consider giving homeowners a
limit based on their lot size. More and more people are looking for a way to live
healthier, sustainable lives and owning chickens a wonderful way to start.
Edina, Chaska, Minnetonka, along with many other cities allow their residences
to own chickens. Would be nice if we could do the same!
Thank you for putting my opinions into consideration!
Krystel Reierson
7540 Fawn Hill Road
Chanhassen, MN 55317
612-968-6957
Sent from my iPhone
From:Sean And Tanya
To:Public Comments
Subject:Response to RVs and Chicken Coups
Date:Friday, May 21, 2021 4:46:02 PM
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Good afternoon,
In response to The Mayor, Elise Ryan’s email message I am ok with the chicken coup proposal for properties less
than 1 acre as long as the immediate neighbors have a chance to give a thumbs up or down. Absolutely no roosters!
They are an unfortunate alarm clock.
I am not ok with RVs being parked in driveways.
Sean Sommerfeld
6862 Manchester Drive
Chanhassen
From:Bo Andersen
To:Public Comments
Subject:RVs and Chickens and burn permits.
Date:Friday, May 21, 2021 3:38:57 PM
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1. Any roadworthy, registered vehicle or boat should be allowed to be parked in people's driveway
permanently. It is private property after all and we are supposed to be a democracy. The city has no
business dictating otherwise. I do not own such a vehicle myself.
2. Roosters are VERY noisy at 5 am. The 1 acre minimum lot size for chickens may not be enough and
should certainly not be reduced. We have no chickens and no neighbors with chickens.
3. I continue to want you to reverse your unjustified and arbitrary restriction on burn permits, even for very
large properties like ours. Less than 30 such permits were issued annually. It is an undue burden for
residents like ourselves with large, rural properties to suddenly, arbitrarily implementing such restrictions.
Sincerely,
Bo Andersen
1695 Steller Court
bo1andersen@aim.com
Continue to Page 2
Per City Code Section 5-132, a permit is required to keep chickens.
Section 1: Applicant Information
Name of Applicant:
Address:
Street City State Zip
Phone: ( ) Alternate Phone: ( )
Email:
Section 2: Property Information
Zoning: _________________________________ Lot size (acres): ___________________________________________
Number of chickens: ___________________________________________________________________________
Chickens Permitted
1 to 2.5 acres: 8 chickens 2.5 to 10 acres: 16 chickens 10+ acres: no limit
Name of Landowner:
Address:
Street City State Zip
Phone: ( )
Address of Property (if different): _______ _
_________________________________________________________________________________________________
Section 3: Supporting Documentation
The following documents MUST be submitted along with the application:
Survey of property showing proposed chicken coop and run.*
Notarized statement declaring that the applicant has informed all adjoining neighbors of their intent to keep
chickens.
*Coop and run must be kept in the rear yard and be setback 25 feet from adjacent residential structures and 10
feet from lot lines.
CITY OF CHANHASSEN
Chicken Application & Permit Form - $25
City of Chanhassen Chicken Permit
2
Section 4: Notice
I have familiarized myself with the attached Chanhassen City Code Chapter 5-130-135 Chickens pertaining to backyard
chickens and subsequent ordinance amendments pertaining thereto, and will abide by the provisions contained therein.
I hereby consent to inspection of the premises as provide by Chanhassen City Code Chapter 5-135, and understand that
all facts set forth in this application are true and correct to the best of my knowledge. Failure to meet the standards
described in Chanhassen City Code Chapters 5-130-135 may result in the revocation of this permit.
Applicant’s signature Date
Complete and submit form with required attachments to: City of Chanhassen
Attn: Chicken Permits
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
For office use only
Date Received: $25 Fee Paid: Permit Number:
I hereby certify that I have reviewed the submitted application and find it to be in compliance with the ordinance.
Approved by: Date:
Comments:
g:\plan\forms\permits\chicken permits\chicken permit form - blank.docx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ti.
ORDINANCE NO. 639
AN ORDINANCE AMENDING CHAPTER 4, LICENSE, PERMIT AND
ADMINISTRAIVE FEES; CHAPTER 5,ANIMALS AND FOWL; AND CHAPTER 20,
ZONING OF THE CHANHASSEN CITY CODE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
ORDAINS:
Section 1. The Chanhassen City Code is amended by adding Section 4-30(b)(23) to read
as follows:
23. Chicken Permit..... $25.00
Section 2. The Chanhassen City Code is amended by adding Section 5-126 to Section 5-
145 to read as follows:
Sec. 5-126— 129. —Reserved.
ARTICLE V. —Chickens
Sec. 5-130. —Definitions.
In this article,the following terms have the stated meanings:
Chicken or domesticated chicken"means a subspecies of the species Gallus domesticus.
Coop"means the structure for the keeping or housing of chickens.
Hen"means a female chicken.
Rooster"means a male chicken.
Run"means an enclosed and covered area attached to the coop where the chickens can roam
unsupervised.
Sec. 5-131. - Purpose of Ordinance.
The purpose of this ordinance is to provide minimum standards for the keeping of
domesticated chickens. This article enables residents to keep chickens on a non-commercial
basis as an accessory use to a residence, while limiting the adverse effects
of the activity on surrounding properties. Such adverse effects can include noise, odors,
unsanitary conditions, attraction of predators, chickens running at large, unsightly
conditions, and similar adverse conditions.
1
Sec. 5-132. - Permit required.
1) No person shall maintain or keep domesticated chickens without a permit issued by the city.
Properties exceeding 10 acres where agriculture is a permitted use are exempt from the
permit requirements of this article.
2) Application for a permit required by article shall be made to the city upon a form furnished
by the city. A nonrefundable fee in the amount established by ordinance shall be paid to the
city when the application if filed.
3) In order to be issued a permit the applicant must:
a. Have a lot one acre or larger.
b. Have as the principal use of the property a single-family residential structure.
c. Submit a notarized statement to the city stating that they have informed all adjoining
neighbors that they intend to keep chickens.
d. Not have had a prior chicken permit revoked by the City of Chanhassen.
e. Meet the density and setback requirements listed in Sec. 5-133.
Sec. 5-133. - Density and Setbacks.
1) No person is permitted to keep more than the following numbers of chickens on any lot
within the city,based upon the size of the parcel:
a. Lots one acre or larger but smaller than two and one-half acres: 8 chickens
b. Lots two and one-half acres or larger but smaller than ten acres: 16 chickens
c. Lots larger than ten acres: No limit
2) The coop and attached run must be located in the rear yard and must be set back a minimum
of 25 feet from all adjacent residences that are not occupied by the applicant, and be set back
a minimum of 10 feet from any lot line.
a. On corner lots, coops and runs may not be located in any yard with street frontage.
b. On double frontage lots, coops and runs may not be located in any required front
yard.
Sec. 5-134. - Standards of Practice.
The following standards of practice apply to all properties governed by this article:
1) No roosters or crowing hens are allowed.
2) No outdoor butchering of chickens is allowed.
3) Chickens must be kept in a coop or run whenever they are unsupervised; however when
supervised they are allowed in a fenced area.
4) The coop must:
a. Be maintained in good condition.
b. Be enclosed and constructed of durable materials to prevent entry by predators or the
escape of chickens.
c. Be built to protect the chickens from extreme heat or cold.
d. Provide at least 4 square feet per chicken.
5) The run must:
a. Be maintained in good condition.
b. Be attached to the coop.
c. Be enclosed and constructed of durable materials to prevent entry by predators or the
escape of chickens.
2
d. Provide at least 4 square feet per chicken.
6) The chicken's living area must be maintained in a clean and sanitary condition.
7) Odor shall not be perceptible at the lot line.
8) All stored manure shall be placed within a fully enclosed container. All manure not used for
composting or fertilizing shall be removed weekly. The coop and run must be kept free from
trash and accumulated manure.
9) Feed must be stored in a rodent-proof container inside of a structure.
10) No person may keep any chickens inside a house.
Sec. 5-135. - Revocation of Permit.
A chicken permit issued under this article may be revoked by the Community Development
Director if it is determined after an inspection by city staff that the permit holder has not
maintained the standards set forth in Sec. 5-134 or that chickens are being kept in such a manner
as to constitute a public nuisance.
Sec. 5-136 - 145. —Reserved.
Section 3. Section 20-652(6) of the Chanhassen City Code is amended to read as follows:
6) Continuing care retirement facility, subject to the requirements of Section 20-965.
Section 4. The Chanhassen City Code is amended by adding Section 20-672(6) to read as
follows:
6) Continuing care retirement facility, subject to the requirements of Section 20-965.
Section 5. The Chanhassen City Code is amended by adding Section 20-681(6) to read as
follows:
6) Continuing care retirement facility, subject to the requirements of Section 20-965.
Section 6. Section 20-741 to Section 20-750 of the Chanhassen City Code is amended to
read as follows:
ARTICLE XVIII-A. - "CC" COMMUNITY COMMERCIAL DISTRICT
Sec. 20-741. - Intent.
a) The intent of the Community Commercial District is to provide for moderate to large-
sized commercial development. These large-scale commercial and office users need high
visibility along arterial roads. While smaller scale ancillary commercial uses may be
permitted integral to the principal use, the primary use of a building shall be medium to
large-type users with a minimum tenant space of 15,000 square feet. The intent of the
district is to accommodate larger uses. The creation of multi-tenant, small user, strip
centers is prohibited.
3
b) Location criteria for Community Commercial uses are: Access to arterial and collector
streets,preferably at intersections with collector and arterial streets; moderate to large-
sized sites; public water and sewer service; environmental features such as soils and
topography suitable for compact development; and adequate buffering by physical •
features or adjacent uses to protect nearby residential development.
c) The total building area on a single level or floor for an individual use shall be no more
than 65,000 square feet.
Sec. 20-742. - Permitted uses.
The following uses are permitted in a"CC"District:
1) Arts and crafts supply store.
2) Automotive parts and accessories.
3) Bookstore.
4) Building supply center.
5) Consumer electronics and appliance store.
6) Drugstore.
7) Furniture and home furnishings.
8) Garden center.
9) Grocery store.
10) Health and dental clinics.
11) Hobby, toy and game stores.
12) Office.
13) Office equipment and supply.
14) Personal services.
15) Sewing and fabric store.
16) Sporting goods.
Sec. 20-743. - Permitted accessory uses.
The following are permitted accessory uses in a"CC" District:
1) Antennas.
2) Automatic teller machines (ATMs).
3) Parking lots and ramps.
4
4) Signs.
5) Temporary outdoor sales and events (subject to the requirements of Section 20-964).
6) Utility services.
Sec. 20-744. - Conditional use.
The following are conditional uses in a"CC" District:
1) Drive-through facilities.
2) Gun range, indoor(only in conjunction with and accessory to a sporting goods store).
3) Screened outdoor storage.
Sec. 20-745. - Lot requirements and setbacks.
The following minimum requirements shall be observed in a"CC" District subject to additional
requirements, exceptions and modification set forth in this chapter:
1) Minimum lot area: One acre.
2) Minimum lot depth: 100 feet.
3) Minimum lot frontage: 100 feet.
4) Maximum lot coverage: 70 percent.
5) Maximum building height: Four stories; 50 feet.
6) Setbacks: Building/parking:
a. Front: 25 feet.
b. Side: 10 feet.
c. Rear: 10 feet.
d. Parking setback exemptions:
i. There is no minimum setback when it abuts, without being separated by a street,
another off-street parking area.
ii. Parking setbacks may be reduced to 10 feet along public streets if the applicant
can demonstrate to the satisfaction of the city that 100 percent (100%) screening
is provided at least five feet above the adjacent parking lot.
Secs. 20-746-20-750. - Reserved.
Section 7. Section 20-912 of the Chanhassen City Code is amended to read as follows:
Sec. 20-912. - Storage of garbage and trash.
5
a) No exterior incineration of trash or garbage is permissible.
b) No exterior storage of trash or garbage is permissible except in an accessory building
enclosed by walls and roof, or in closed containers within a totally screened area.
c) Subsection (b) does not apply to covered garbage cans in agricultural and single-
family districts.
Section 8. Section 20-1001 of the Chanhassen City Code is amended to read as follows:
Sec. 20-1001. - Keeping.
The following animals may be kept in the city:
1) Household pets are an allowed use in all zoning districts.
2) Horses in the A-2, RR and RSF zoning districts in accordance with Chapter 5,Article III.
3) Honey bees in accordance with Chapter 5, Article IV.
4) Chickens in accordance with Chapter 5, Article V.
5) Farm animals are an allowed use on all farm property zoned A2 or RR, which permit
agricultural use,with a minimum parcel area of 10 acres, except as otherwise specifically
provided in the City Code.Farm animals may not be confined in a pen,feed lot or building
within 100 feet of any residential dwelling not owned or leased by the farmer.
6) Wild animals may not be kept in the city.
7) Animals may only be kept for commercial purposes if authorized in the zoning district
where the animals are located.
8) Animals may not be kept if they cause a nuisance or endanger the health or safety of the
community.
Section 9. Section 20-1270 of the Chanhassen City Code is amended to read as follows:
Sec. 20-1270. —Compliance with Minnesota State Building Code
The design and construction standards as set forth in Appendix H of the International Building
Code, as may be amended, are adopted.
Section 10. This ordinance shall be effective immediately upon its passage and
publication.
PASSED AND ADOPTED this 11th day of March, 2019 by the City Council of the City
of Chanhassen, Minnesota
s.sai
T d Gerhardt, City Manager Elise Ryan, Mayor
Summary Ordinance 639 published in the Chanhassen Villager on March 21, 2019)
6
CITY COUNCIL STAFF REPORT
Monday, May 24, 2021
Subject CDA Community and Economic Development Updates May 14, 2021
Section CORRESPONDENCE DISCUSSION Item No: L.1.
Prepared By File No:
ATTACHMENTS:
CDA Community and Economic Development Updates