HomeMy WebLinkAbout7-3-18 Council meeting packet
NOTICE OF MEETING
City Council Meeting
Tuesday, July 3, 2018 7:00 P.M.
City of Lake Elmo | 3800 Laverne Avenue North
AGENDA
A. Call to Order/Pledge of Allegiance
B. Approval of Agenda
C. Accept Minutes
1. June 19, 2018
D. Public Comments/Inquires
E. Presentations
F. Consent Agenda
2. Approve Payment of Disbursements and Payroll
3. Approve Lake Elmo Jaycees Special Event Permit and Temporary Liquor License for Huff n Puff Days
4. Approve Extension of Comcast Cable Franchise Agreement
5. Approve Lake Jane Lake Association Improvement Matching Grant
6. Approve Removal of Self Storage Facilities from Zoning Code-Ordinance 08-213
7. Authorize Advertising for Public Works Operator
8. Accept Resignation of Part-Time Firefighter
9. Approve Royal Golf 2nd Addition Final Plat Amendment – Resolution 2018-063
10. Approve Royal Golf 2nd Addition Development Agreement – Resolution 2018-064
11. Approve Disposition of Surplus Fire Department Equipment
G. Regular Agenda
12. Wyndam Village Prelminary Plat and Zoning Map Amendment – Ordinance 08-212; Resolution 2018-
066
13. Fire Rescue Engine & Equipment Purchase
14. Online/Credit Card Payment Charges
H. Council Reports
I. Staff Reports and Announcements
J. Adjourn
Our Mission is to Provide Quality Public Services in a Fiscally Responsible
Manner While Preserving the City’s Open Space Character
CITY OF LAKE ELMO
CITY COUNCIL MINUTES
JUNE 19, 2018
CALL TO ORDER/PLEDGE OF ALLEGIANCE
Mayor Pearson called the meeting to order at 7:00 pm.
PRESENT: Mayor Mike Pearson and Councilmembers Justin Bloyer and Christine Nelson
Staff present: Administrator Handt, City Attorney Sonsalla, City Engineer Griffin, Planning
Director Becker, Fire Chief Malmquist and City Clerk Johnson.
APPROVAL OF AGENDA
Councilmember Bloyer, seconded by Councilmember Nelson, moved TO POSTPONE ITEMS
14 AND 19 TO THE NEXT MEETING. Motion withdrawn.
Councilmember Bloyer, seconded by Councilmember Nelson, moved TO POSTPONE ITEM
17, “ROYAL GOLF 2ND ADDITION DEVELOPMENT AGREEMENT” TO THE NEXT
COUNCIL MEETING. Motion passed 3 – 0.
Councilmember Bloyer, seconded by Councilmember Nelson, moved TO MOVE ITEMS 15
AND 16 TO THE CONSENT AGENDA. Motion passed 3 – 0.
Councilmember Bloyer, seconded by Mayor Pearson, moved TO AMEND THE PREVIOUS
MOTION TO MOVE ONLY ITEM 16 TO THE CONSENT AGENDA. Motion passed 3 – 0.
Mayor Pearson, seconded by Councilmember Bloyer, moved TO AMEND THE AGENDA TO
MOVE CLOSED SESSION ITEM J TO THE CONSENT AGENDA AS “RECISSION OF
TERMINATION AND ACCEPTANCE OF RESIGNATION OF MATT NICKLAY.” Motion
passed 3 – 0.
Councilmember Bloyer, seconded by Mayor Pearson, moved TO APPROVE THE AGENDA AS
AMENDED. Motion passed 3 – 0.
ACCEPT MINUTES
Minutes of the June 5, 2018 Regular Meeting were accepted as presented.
PUBLIC COMMENTS/INQUIRIES
Tony Manzara, 5050 Kirkwood Avenue N., thanked the City Council and all those involved in
getting the Sally Manzara Nature Center up and running, noting that about 225 people attended
the grand opening.
LAKE ELMO CITY COUNCIL MINUTES
JUNE 19, 2018
Page 2 of 3
CONSENT AGENDA
2. Approve Payment of Disbursements and Payroll
3. Accept Building Department May 2018 Report
4. Accept Fire Department May 2018 Report
5. Accept Public Works May 2018 Report
6. Approve 2018 Wage Adjustments
7. Approve Staggered EDA Terms
8. Approve Public Library Site Improvements Pay Request No. 1
9. Approve Old Village Phase 3 Street & Utility Improvements Pay Request No. 7
10. Approve I-94 Lift Station Change Order No. 3
11. Approve Eagle Point Blvd. Street Improvements – Resolution Declaring Costs to be
Assessed, Ordering Preparation of Proposed Assessments, and Calling Hearing on
Proposed Assessment – Resolution 2018-069
12. Approve CSAH 17 Phase 3 Improvements Cooperative Cost Share and Maintenance
Agreement – Resolution 2018-067 & 2018-068
13. Approve Hiring of POC Firefighter
16. Royal Golf 2nd Addition Final Plat, PUD and Easement Vacation – Resolution 2018-062,
2018-063
20. Rescind Termination and Accept Resignation of Matt Nicklay
Councilmember Bloyer, seconded by Councilmember Nelson, moved TO APPROVE THE
CONSENT AGENDA AS PRESENTED. Motion passed 3 - 0.
ITEM 15: Boulder Ponds 3rd Addition Final Plat and PUD
Planning Director Becker presented the final plat for the Boulder Ponds 3rd Addition.
Craig Rossow, 483 Julep Avenue North, asked that the 100 foot buffer be maintained along the
border with the Stonegate neighborhood.
Councilmember Nelson, seconded by Councilmember Bloyer, moved TO ADOPT
RESOLUTION 2018-065 APPROVING THE BOULDER PONDS 3RD ADDITION FINAL
PLAT AND FINAL PUD PLAN WITH THE 12 CONDITIONS OF APPROVAL AS
DRAFTED BY STAFF AND THE PLANNING COMMISSION BASED ON THE
FINDINGS LISTED IN THE STAFF REPORT. Motion passed 3 – 0.
ITEM 18: Eden Park Storm Sewer Repair
LAKE ELMO CITY COUNCIL MINUTES
JUNE 19, 2018
Page 3 of 3
Public Works Director Weldon reviewed the proposed repairs to the storm sewer discharge pipe
on Lisbon Avenue in the Eden Park neighborhood.
Councilmember Nelson, seconded by Councilmember Bloyer, moved TO APPROVE REPAIRS
OF EDEN PARK STORM SEWER FOR AN AMOUNT NOT TO EXCEED $30,000 TO C. W.
HOULE INC. Motion passed 3 – 0.
COUNCIL REPORTS
No reports presented.
STAFF REPORTS AND ANNOUNCEMENTS
Administrator Handt: Will be attending the League of MN Cities Conference June 20 – 22nd.
City Clerk Johnson: Will be attending the League of MN Cities Clerks Conference June 20 –
22nd.
City Attorney Sonsalla: Working on Boulder Ponds and Royal Golf development review.
City Engineer Griffin:
Meeting adjourned at 7:23 pm.
LAKE ELMO CITY COUNCIL
ATTEST:
______________________________
Mike Pearson, Mayor
_______________________________
Julie Johnson, City Clerk
STAFF REPORT
-- page 1 --
DATE: July 03, 2018
CONSENT
TO: Mayor and City Council
FROM: Amy La Belle, Accountant
AGENDA ITEM: Payments & Disbursements
REVIEWED BY: Kristina Handt, City Administrator
BACKGROUND INFORMATION/STAFF REPORT:
The City of Lake Elmo has the fiduciary responsibility to conduct normal business operations.
Below is a summary of current claims to be disbursed and paid in accordance with State law and
City policies and procedures.
FISCAL IMPACT:
Claim # Amount Description
ACH $ 73,647.36 Payroll 06/21/18
47570 - 47633 $ 347,033.68 Accounts Payable 07/03/18
TOTAL $ 420,681.04
RECOMMENDATION:
If removed from the consent agenda, the recommended motion is as follows:
“Motion to approve the aforementioned disbursements in the amount of $420,681.04”
ATTACHMENTS:
1. Accounts Payable – proof list(s)
STAFF REPORT
DATE: July 3, 2018
Consent
ITEM #: 3
TO: Mayor and City Council
FROM: Julie Johnson, City Clerk
AGENDA ITEM: Lake Elmo Jaycees Special Event Permit & Temporary Liquor License for
Huff n’ Puff Days
BACKGROUND: Lake Elmo Jaycees will hold their annual Huff n’ Puff Days event August 9
through 12, 2018 and have requested an on-sale temporary special event liquor license to allow for
the safe sale of alcoholic beverages at the event. They are also requesting a special event permit.
City Council is respectfully requested to consider approval of a temporary on-sale liquor license
issued to the Lake Elmo Jaycees for their annual Huff n’ Puff Days event held Augu st 9 through
12, 2018, subject to approval of the Director of Alcohol and Gambling Enforcement. In addition,
the City Council is requested to waive the $25 liquor license fee, the fee for the Lion’s Park ball
field lighting and the special event permit fee of $75
ISSUE BEFORE COUNCIL: Should the Council approve the special event permit, liquor
license and waive the fees for the liquor license, special event permit and ball field lighting? Should
the Council place conditions on the approval requiring sheriff’s deputies for the event? If so,
should the City contribute to the cost of the deputies?
PROPOSAL DETAILS/ANALYSIS: The City Council approves special event permits under
City Code Section 110.70. The code establishes standards for special events in the following areas:
maximum number of people, sound equipment, sanitary facilities, security, food service, fire
protection, duration of special event, and a cleanup plan. Prior to the issuance of a permit, the City
Council, may impose any other conditions reasonably calculated to protect the health, safety and
welfare of persons, attendant or of the citizens of the City of Lake Elmo including, but not limited
to, restrictions on parking and vehicle access, lighting, litter and noise.
With respect to security and safety procedures, the Jaycees are proposing to have people patrol
the event and monitor the park continually for infractions. There is no live band included in the
event this year. Alcohol sales are proposed for the same hours as past years: Thursday 5:30
p.m. – 10:30 p.m., Friday 5:30 p.m. – 12:00 a.m., Saturday 8:00 a.m. – 12:00 a.m., and Sunday
10:00 a.m. – 8:00 p.m. Washington County Sheriff’s Department is proposing two deputies on
Thursday 6:30 p.m. – 10:30 p.m.; Friday and Saturday 6:00 p.m. – 12:00 a.m.; and Sunday from
4:00 p.m. – 8:00 p.m. This is the same level of security provided last year and staff would
support this recommendation. The cost is $45/hour per deputy with a four hour minimum, for a
total of $1,800. Last year the City provided sheriff’s deputies for the event at no cost to the
Jaycees.
Clean up would be completed by volunteers including trash pickup surrounding the area after the
event.
FISCAL IMPACT: The cost of the deputies at the event will be about $1,800. The City
received a donation of $12,700 from the Jaycees this year which exceeds the budgeted amount of
$10,000. Staff is proposing that the City pay the cost of deputies in the estimated amount of
$1,800 which would not negatively impact the City’s budget due to the $2,700 excess in the
amount donated by the Jaycees this year.
OPTIONS:
1) Approve the special event permit for Huff n Puff Days 2018 with the following
conditions:
The event shall be held as described in the application
Waive of the special event permit fee, liquor license fee and ball field lighting fee
Deputies will be onsite as recommended by the Washington County Sheriff’s
Office
2) Approve the special event permit for Huff n Puff Days 2018 with different conditions
3) Do not approve the special event permit for Huff n Puff Days
RECOMMENDATION:
If removed from the consent agenda, staff recommends the following motion:
“Motion to approve a special event permit and temporary on-sale liquor license issued to the
Lake Elmo Jaycees for their Huff n’ Puff Days event held August 9 through 12, 2018, subject
to approval of the Director of MN Alcohol and Gambling Enforcement Division, and waive
the liquor license fee, special event permit fee and the fee for Lion’s Park ball field lighting
and with the City paying for the cost of security during the event.”
ATTACHMENTS:
Special Event Permit Application
Liquor License Application
STAFF REPORT
DATE: July 3, 2018
CONSENT #4
AGENDA ITEM: Cable Franchise Extension
SUBMITTED BY: Kristina Handt, City Administrator
BACKGROUND:
At the February 7th meeting, Council approved a Cable Franchise Agreement Extension to allow the
Ramsey Washington Cable Commission to continue to negotiate a new agreement with Comcast. The
cable commission is asking for another extension in order to continue the negotiations.
ISSUE BEFORE COUNCIL:
Should the Council extend the cable franchise agreement with Comcast?
PROPOSAL:
The cable commission is requesting an extension of the cable franchise agreement with Comcast until
March 31, 2019 to allow good faith negotiations to continue. It is not all uncommon for franchise renewals
to take extra time as they are a very complex matter.
RECOMMENDATION:
If removed from the consent agenda:
“Motion to approve the resolution to extend the cable franchise agreement until March 31, 2019.”
ATTACHMENTS:
• Email from Tim Finnerty
• Resolution to extend cable franchise agreement
• Updated Timeline for Contract Negotiations
From:Tim Finnerty
To:Kristina Handt
Cc:Ginny Holder
Subject:Recommendation for Franchise Extension Agreement
Date:Monday, June 11, 2018 1:56:39 PM
Attachments:Extension Agreement June 2018.pdf
Franchise Renewal Timeline (Revised June 2018).pdf
Hi Kristina:
Attached please find a proposed Agreement for the extension of the Franchise with Comcast. The Cable
Commission is recommending that the City Council approve the Extension Agreement. The Agreement will extend
the expiration date of the current Franchise from November 1, 2018 to March 31, 2019. The purpose of the
proposed extension is to allow for continued informal negotiations between Comcast and the Cable Commission
regarding the long-term renewal of the Franchise. Comcast is in agreement with this.
Background
As you know, the Cable Commission has been working on the matter of Franchise renewal with Comcast given
that the existing Franchise Agreement that is set to expire November 1, 2018. The Commission began direct
negotiations with Comcast in September 2017, and prior to that, developed and documented a comprehensive
needs assessment to serve as the negotiation objective on behalf of member cities. The needs assessment report
is available at:
https://drive.google.com/drive/folders/0B37m--_T9u7TcUNaZUh6MzlPWms
Renewal issues can be resolved through “informal” processes (negotiation), or through a “formal” hearing
process. Based on the time required to complete the formal process, the Commission adopted two schedules. In
both, the parties start with negotiations, but move the formal process forward so that it would be completed by
roughly the date scheduled for franchise expiration if negotiations were not successful. One schedule assumed
that the expiration date stayed as is, and effectively required the parties to reach negotiated deal points by the end
of May. In the other, the parties would extend the franchise to give themselves more time to engage in
negotiations.
Recommendation to Approve Extension
The Cable Commission and Comcast have exchanged proposed terms and counterproposals and held several
negotiation sessions. However, no proposed deal has yet been reached. On May 23, 2018, the parties met and
agreed to recommend extending the franchise expiration date to March 31, 2019 in order to allow negotiations to
continue to proceed informally.
The Cable Commission therefore is recommending that the City approve the extension per the attached Extension
Agreement. The Cable Commission believes this simple extension of the current franchise expiration will allow
both parties to continue informal negotiations for the next couple of months without being put at a disadvantage.
The extension preserves your right to use the I-NET, and preserves existing support and channels (including high
definition channels) for local cable programming. It does not harm the communities in any way.
Finally, please find attached a revised the franchise renewal schedule to reflect how the timeline proceeds under
this extension. The Commission leadership believes it is important to follow this schedule to protect the interests
of its Member Municipalities.
Please feel free to contact me after you have had a chance to review this if you wish to discuss it or have any
questions. Thank you!
- Tim Finnerty
Executive Director
Ramsey/Washington Cable Commission
651-775-0042
timfinnerty@scctv.org
EXTENSION AGREEMENT BETWEEN AND AMONG THE MEMBERS OF THE RAMSEY
WASHINGTON SUBURBAN CABLE COMMISSION AND COMCAST OF MINNESOTA
WHEREAS, Comcast of Minnesota, Inc., (“Franchisee”) operates a cable television system (the
“System”) in communities which are members of the Ramsey/Washington Suburban Cable
Commission (RWSCC) pursuant to a franchise scheduled to expire on November 1, 2018, to
which the City of Birchwood Village, the City of Dellwood, the City of Grant, the City of Lake
Elmo, the City of Mahtomedi, the City of North St. Paul, the City of Oakdale, the City of
Vadnais Heights, the City of White Bear Lake, White Bear Township and the City of Willernie,
Minnesota, are parties (each community is a “Franchisor”); a March 9, 1995 Memorandum of
Understanding; and the April 10, 2014 Settlement Agreement, as amended by Section 2 of that
certain 2015 Transfer Agreement Between and Among The Members of the Ramsey Washington
Suburban Cable Commission, Comcast of Minnesota, Inc. and Midwest Cable, Inc. (collectively,
the Franchise and these documents are the “Franchise Documents”); and
WHEREAS, the parties previously agreed to extend the expiration date of the Franchise, and of
obligations in the Settlement Agreement, through November 1, 2018; and
WHEREAS, the parties wish to extend certain time periods provided under the Franchise
Documents to provide time for the parties to work together to attempt to resolve renewal issues,
NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS:
Section 1.The Franchise is extended through and including March 31, 2019.
Section 2.Paragraph 10 of the “Settlement Agreement Regarding PEG Capacity” is
amended so that the reference to November 1, 2018 is changed to March 31, 2019.
Section 3.Otherwise, the Franchise Documents shall remain in full force and effect in
accordance with their terms.
Section 4.Both parties agree that the further extension will not require recommencement of
the renewal process under state or federal law, or require either party to re-conduct any studies or
proceedings that may have been or are being conducted.
Section 5.This Extension Agreement does not confer upon the Franchisee any additional
rights under Section 626 of the Cable Act.
Section 6.By entering into this Extension Agreement, the parties do not otherwise waive
their rights to rely upon the rights, procedures, protections and recourses granted to them
pursuant to applicable Federal, state, or local rule, regulation, law or precedent.
Section 7.This Agreement may be executed in counterparts, each of which shall be deemed
to be an original, but all of which, taken together, shall constitute one and the same agreement
IN WITNESS WHEREOF, the Parties have caused this Extension Agreement to be
executed by duly authorized representatives of each Party on the dates written below.
COMCAST OF MINNESOTA, INC.
By: _________________
John D. Keller
Title: Regional Vice President
Date:
CITY OF MAHTOMEDI
By: __________________
Title:
Date:
CITY OF BIRCHWOOD VILLAGE
By: __________________
Title:
Date:
CITY OF NORTH ST. PAUL
By: __________________
Title:
Date:
CITY OF DELLWOOD
By: __________________
Title:
Date:
CITY OF OAKDALE
By: __________________
Title:
Date:
CITY OF GRANT
By: __________________
Title:
Date:
CITY OF VADNAIS HEIGHTS
By: __________________
Title:
Date:
CITY OF LAKE ELMO
By: __________________
Title:
Date:
CITY OF WHITE BEAR LAKE
By: __________________
Title:
Date:
WHITE BEAR TOWNSHIP
By: __________________
Title:
Date:
CITY OF WILLERNIE
By: __________________
Title:
Date:
Ramsey/Washington Cable Commission Franchise Renewal Timeline (Revised June 2018)
DATE INFORMAL PROCESS FORMAL PROCESS
JuneAugust, 2018 Informal negotiations Preparation for drafting/issuing
of renewal RFP
September, 2018 Negotiations
Update/recommendations as to
whether to issue RFP (formal
process), or continue
negotiations; final document
preparation begins if applicable
Negotiations Update/deadline
for recommendations as to
whether to issue RFP (formal
process), or continue
negotiations; issue renewal RFP
no later than October 15 if
applicable
October, 2018 Final Franchise documentation
is complete and provided to
Commission office
Issue RFP with return date of no
later than November 15, 2018
November, 2018 Public hearing on proposed
Franchise
January, 2019 Commission approval of final
Franchise to be recommended
to municipalities
Decision made to preliminarily
deny or accept proposal;
recommendations for conduct of
formal proceeding
February, 2019 Final Franchise provided to each
municipality for approval and
signing
March, 2019 Existing Franchise with Comcast
expires; existing payment
arrangement could terminate at
earliest on May 28, 2019
Hearing commences on formal
process (90 days of prehearing
discovery)
April, 2019
May, 2019 Municipal approval of final
Franchise is completed;
approved Franchises for each
municipality if forwarded to
Comcast for signing
June, 2019 Hearing completed;
recommendations for final action
on franchise submitted to
municipalities
STAFF REPORT
DATE: July 3, 2018
CONSENT #5
AGENDA ITEM: Lake Jane Grant Request
SUBMITTED BY: Kristina Handt, City Administrator
BACKGROUND:
Included in the 2018 budget were funds for matching grants to the recreational lakes for water
quality improvements like treating invasive species. This funding represents a 50% match, up to
the maximum amount of $5,000 per lake. A match is required by the Lake Associations and any
grant amounts received would not be included as part of the Lake Association match amounts.
ISSUE BEFORE COUNCIL:
Does Council approve the grant request of $4,506.17 from the Lake Jane Lake Association?
PROPOSAL:
The Lake Jane Lake Association has submitted an application for matching grant funding to treat
Eurasian Milfoil this summer. A copy of their application is included in your packet.
FISCAL IMPACT:
$4,506.17 from the budgeted $15,000. The proposed amount is the match after subtracting for the
grant from Washington County.
OPTIONS:
1) Approve $4,506.17 for Lake Jane Lake Association Eurasian Milfoil Treatment
2) Approve a different amount for Lake Jane Lake Association Eurasian Milfoil Treatment
3) Do not approve any funding for Lake Jane Lake Association Eurasian Milfoil Treatment
RECOMMENDATION:
If removed from the consent agenda:
“Motion to approve the Lake Jane Lake Association lake improvement grant request of
$4,506.17
ATTACHMENTS:
• Lake Jane Association Grant Request Form
• Balance Sheet from AIS treatment
2018
Income
LJA Member Deposits/Donation 4,450.00$
WA County Grant Money 7,000.00$
Donations 750.00$
City of LE Match Grant 5,000.00$
Total 17,200.00$
Expenses
Permits
Treatment 15,000.00$
Taxes
Misc Expense 11.55$
Insurance 1,000.78$
Total 16,012.33$
Net Income/loss 1,187.67$
STAFF REPORT
DATE: 7/3/18
CONSENT
ITEM #: 6
MOTION
TO: City Council
FROM: Emily Becker, Planning Director
AGENDA ITEM: Self-Service Storage
REVIEWED BY: Ben Prchal, City Planner
BACKGROUND:
The Council directed Staff at its workshop on May 8, 2018 to discuss with the Planning Commission self-
service storage as a use within the Commercial and Business Park zoning districts.
The Commission discussed as a business item at its meeting on May 30, 2018 the removal of self-service
storage facilities as allowed uses within the Commercial and Business Park zoning districts and directed
Staff to bring the item to a future meeting to hold a public hearing. The public hearing was then held on
June 18, 2018.
ISSUE BEFORE COMMISSION:
Should self-service storage be removed as an allowed use within the Business Park and Commercial zoning
districts?
PROPOSAL DETAILS/ANALYSIS:
What’s currently in the City Code Regarding Self-Service Storage?
Self-service storage is currently a conditional use within the Business Park and Commercial
zoning districts. There are a number of standards for this use including the requirement that no
commercial transactions shall be permitted other than the rental or sale of storage units; no more than
one (1) unit shall be accessed directly from the public street; and that site design shall accommodate
a logical and safe vehicle and pedestrian circulation pattern. Additionally, the parking requirements
mandate that one parking space per 300 square feet of office or sales area be provided with this
use.
Self-service storage is also an interim use within the Rural Development Transitional and
Agricultural zoning districts. There are a number of standards for this use including that the property
must be at least forty acres in size, be limited to 4% of the gross lot area, and must not generate more
than three trips per day. This allowed use within these zoning districts is less impactful, as its limited
to a small portion of the property, and are mostly within areas that are not prime commercial areas
(i.e. along I-94). Development of land located within a Rural Development Transitional-zoned area
City Council 7/3/18 Item #6
Page 2
on which a self-service storage facility was located would require the discontinuation of the self-
service storage facility.
What’s in the City Currently for Self-Service Storage?
There are at least two self-service storage facilities within the City – one on Hudson Blvd N
(Commercial Zoning) and one on 15th St N (Agricultural zoning).
Planning Commission Discussion. At its May 30, 2018 meeting, the Planning Commission
generally felt that self-service storage should be removed as an allowed use within the Commercial
and Business Park zoning districts, as this use generally is not one that brings a high tax base to the
City nor does it generate a significant amount of jobs. As such, Staff has prepared a draft ordinance
removing this use from these zoning districts. The Planning Commission noted that the use could be
re-added at a later date when the City is adopting official controls as described in the 2040
Comprehensive Plan. The Draft 2040 Comprehensive Plan designates a Mixed Use-Commercial area
that may be more appropriate for self-service storage facilities, and uses within this land use category
will be outlined in a future ordinance that adds Mixed Use-Commercial as a zoning district.
Additionally, the current self-service storage facility in the Commercial zoning district of the City
has planned for expansion with its Conditional Use Permit already, and while it will technically be a
legal non-conforming use as a result of this ordinance amendment, there is still opportunity to expand
per the plans provided with the conditional use permit. Additionally, there is still opportunity within
the Rural Development Transitional zoning district for property owners to operate a self-service
storage facility as an interim use.
At its June 18, 2018, the Planning Commission held a public hearing and recommended with a vote
of 4-0 that the self-service storage be removed as an allowed use within the Business Park and
Commercial zoning districts.
FISCAL IMPACT:
Removing self-service storage as an allowed use may create opportunity for businesses that generate a
significant number of jobs and provide a better tax base to come in.
OPTIONS:
The Council may wish to:
• Adopt Ord. 08-213 which amends the Zoning Code by removing self-service storage as a
conditional use within the Commercial and Business Park zoning districts.
• Make amendments to Ord. 08-213, removing self-service storage as a conditional use in just one
(Commercial or Business Park) of these zoning districts.
• Do not adopt Ord. 08-213 to amend the Zoning Code by removing self-service storage as a
conditional use within the Commercial and Business Park zoning districts.
RECOMMENDATION:
City Council 7/3/18 Item #6
Page 3
Staff and the Planning Commission recommend, as part of tonight’s consent agenda, the removal of self-
service storage facilities as an allowed use within the Business Park and Commercial zoning districts. If
removed from the consent agenda, the following motion may be made.
“Move to adopt Ord. 08-213 which removes self-service storage facilities as an allowed use within the
Business Park and Commercial zoning districts.”
ATTACHMENTS:
• Ord. 08-213
1
CITY OF LAKE ELMO
COUNTY OF WASHINGTON
STATE OF MINNESOTA
ORDINANCE NO. 08-213
AN ORDINANCE AMENDING THE LAKE ELMO CITY CODE OF ORDINANCES BY
REMOVING SELF-SERVICE STORAGE FACILITIES AS AN ALLOWED USE
WITHIN THE BUSINESS PARK AND COMMERCIAL ZONING DISTRICTS
SECTION 1. The City Council of the City of Lake Elmo hereby amends Title xv: Land
Useage; Chapter 154: Zoning Code; Article XIV: Commercial Districts; Table 12-1, by
amending the following:
Services
LC CC C BP Standard
Self-service
storage
- - C - C - 154.303 (D)
SECTION 2. Effective Date. This ordinance shall become effective immediately upon
adoption and publication in the official newspaper of the City of Lake Elmo.
SECTION 3. Adoption Date. This Ordinance 08-213 was adopted on this 3rd day of July,
2018, by a vote of ___ Ayes and ___ Nays.
LAKE ELMO CITY COUNCIL
_________________________________
Mike Pearson, Mayor
ATTEST:
_________________________________
Julie Johnson, City Clerk
This Ordinance 08-____ was published on the ____ day of ___________________, 2018.
STAFF REPORT
DATE: July 3, 2018
CONSENT
ITEM #: 7
AGENDA ITEM: Authorize advertising for Public Works Operator and create candidate pool
for future Public Works Operator openings
SUBMITTED BY: Jake Foster, Assistant City Administrator
BACKGROUND:
Public Works Operator, Matt Nicklay has submitted his resignation effective May 1, 2018. Council
accepted his resignation at the June 19th meeting. The two most-recent Public Works Operators have
been hired from a previous hiring pool, but that pool has been largely depleted.
In order to fill the opening created by Mr. Nicklay’s resignation, staff would like to advertise for the
current opening and create a new candidate pool for future openings. The created candidate pool would
be active for one year should there remain viable candidates within the pool.
ISSUE BEFORE COUNCIL:
Should the Council authorize staff to advertise for a Public Works Operator replacement and to create a
new candidate pool?
PROPOSAL:
Staff recommends authorizing staff to advertise for a Public Works Operator to replace Mr. Nicklay and to
create a new candidate pool for future Public Works Operator openings.
FISCAL IMPACT:
The pay rate offered for a probationary Public Works Operator III is $22.70 per the union contract.
RECOMMENDATION:
If removed from the consent agenda:
“Move to authorize staff to advertise for a Public Works Operator replacement and create a new
candidate pool.”
ATTACHMENTS: None
STAFF REPORT
DATE: July 3, 2018
CONSENT
ITEM #: 8
TO: Mayor and Council
AGENDA ITEM: Accept resignation of Firefighter Larry Cornell
SUBMITTED BY: Jake Foster, Assistant City Administrator
BACKGROUND:
Firefighter Larry Cornell submitted his resignation effective July 4th. Mr. Cornell will be staying on as a
Paid-on-Call and Substitute Firefighter
ISSUE BEFORE COUNCIL:
Should the Council accept Larry Cornell’s resignation?
PROPOSAL:
Staff recommends accepting Larry Cornell’s resignation.
RECOMMENDATION:
If removed from the consent agenda:
“Move to accept Larry Cornell’s resignation.”
ATTACHMENTS: None
1
STAFF REPORT
DATE: 7/3/2018
REGULAR
ITEM #9
MOTION
TO: City Council
FROM: Emily Becker, Planning Director
AGENDA ITEM: Royal Golf Club at Lake Elmo 2nd Addition Final Plat and Planned
Unit Development (PUD) Plans Resolution Amendment
REVIEWED BY: Sarah Sonsalla, City Attorney
BACKGROUND:
The Council is being asked to consider a request by H.C. Golf Land, LLC for an
amendment to the resolution approving the final plat and final PUD plans for the Royal
Golf Club at Lake Elmo 2nd Addition.
ISSUE BEFORE COUNCIL:
Should Resolution 2018-063 approving the Royal Golf Club at Lake Elmo 2nd Addition
be amended?
REVIEW/ANALYSIS:
Applicant and Owner: H.C. Golf Land, LLC
Location: Outlot S, Royal Golf Club at Lake Elmo 1st Addition, PID#
25.029.21.31.0002.
Request: Application for final plat and PUD plans approval of 64
residential lots and easement vacation
Existing Land Use: Vacant outlot; Current Zoning: GCC – Golf Course
Community
Surrounding Land Use: North –Golf Course (GCC – Golf Course Community), South
and West – The Homestead (OP – Open Space), Tartan
Meadows (RS – Rural Single Family), South - Cimarron
(MDR – Medium Density Residential); East – Vacant land
(RR – Rural Residential)
Comprehensive Plan: GCC - Golf Course Community
History: Preliminary Plat and PUD Plans approval was granted on June
6, 2017 by Resolution 2017-047, approval of Final Plat and
PUD Plans for 1st Addition was granted on September 5, 2017
2
by Resolution 2017-093, and Final Plat and approval of Final
Plat and PUD Plans for 2nd Addition was granted on June 19,
2018 by Resolution 2018-063
Deadline for Action: Application Complete – 5/10/18
60 Day Deadline – 7/9/18
Extension Letter Mailed – No
120 Day Deadline – NA
Applicable Regulations: Chapter 153 – Subdivision Regulations
Article 10 – Urban Residential Districts (GCC)
§150.270 Storm Water, Erosion, and Sediment Control
1st Requested Amendment – Playground Condition Removed. The Council adopted
Resolution 2018-063 approving the Royal Golf Club at Lake Elmo 2nd Addition Final Plat
and PUD Plans on June 19, 2018. One of the conditions of Final Plat and PUD Plans
approval was that the developer provide for an HOA owned and maintained children’s
play structure or other similar improvement near the HOA fitness center as discussed by
the developer during the PUD concept review prior to submittal of an application for
Royal Golf Club at Lake Elmo 3rd Addition.
The applicant had communicated after this resolution was adopted that there had been
communication between the previous developer and planning director that there was
concern with the tot lot location being near the clubhouse that the area is congested,
hectic, unsafe, and simply no room for it to be in the area. The area has a pool, short
course, driving range, and constant parking lot traffic. The preference would be for the
totlot to be located within Outlot D of the 2nd Addition, as shown in the attachment.
Additionally, the developer expressed concern about the requirement that the play
structure be erected prior to submission of 3rd Addition, as there may be no sidewalks in
place and ongoing construction in the newly proposed location within 2nd Addition, and
Staff agrees with this concern and therefore has proposed to remove this condition
altogether. It will be a condition of approval with the 3rd Addition that this play structure
be constructed prior to release of building permits for that addition.
2nd Requested Amendment – Removal of Outlot F from Protective Covenant
Requirement. The Resolution removes Outlot F from being required to have a protective
covenant over it as per the City’s Shoreland ordinance, as this Outlot is a City-owned
outlot, and the City will have control over whether or not it develops.
OPTIONS:
• Approve the amendment to Resolution 2018-063 approving Royal Golf Club at
Lake Elmo Final Plat and PUD Plans.
• Amend the amendment and adopt amended Resolution 2018-063 as amended.
• Do not approve the amendment to Resolution 2018-063 approving Royal Golf
Club at Lake Elmo Final Plat and PUD Plans.
RECOMMENDATION:
3
Staff recommends, as part of tonight’s consent agenda, that Council approve the
amendment to the Resolution approving Royal Golf Club at Lake Elmo 2nd Addition
Final Plat and PUD Plans. If removed from the consent agenda, the requested amendment
may be approved with the following motion:
“Move to adopt amended Resolution 2018-063 approving the Royal Golf Club at Lake
Elmo 2nd Addition Final Plat and PUD Plans.”
ATTACHMENTS:
1. Proposed new location of the tot lot
2. Amended Resolution 2018-063
City Council Resolution 2018-063
CITY OF LAKE ELMO
WASHINGTON COUNTY
STATE OF MINNESOTA
RESOLUTION NO. 2018-063
A RESOLUTION APPROVING THE ROYAL GOLF AT LAKE ELMO FINAL PLAT AND
PLANNED UNIT DEVELOPMENT (PUD) PLANS.
WHEREAS, H.C. Golf Land, LLC, 11074 Radisson Road NE, Blaine, MN 55449 (“Applicant”)
has submitted an application to the City of Lake Elmo (“City”) for a Final Plat and Planned Unit
Development (PUD) Plans for a planned development to be called The Royal Golf Club at Lake Elmo 2nd
Addition, copies of which are on file in the City Planning Department; and
WHEREAS, the proposed Final Plat and Planned Unit Development Plan is for a residential golf
course community Planned Unit Development on 428.06 acres of land located between 10th Street and
20th Streets, east of Lake Elmo Avenue and west of Manning Trail on the former 3M Tartan Park
properties and will include 291 single-family residential lots, a lot for the clubhouse and facilities, and
golf course; and
WHEREAS, the Lake Elmo City Council approved the Royal Golf Club at Lake Elmo PUD
Concept Plan on September 9, 2016; and
WHEREAS, the Lake Elmo Planning Commission held a Public Hearing on March 13, 2017 to
consider the Preliminary Plat and Preliminary PUD Plans; and
WHEREAS, on March 27, 2017 the Lake Elmo Planning Commission adopted a motion to
recommend that the City Council approve the Royal Golf Club at Lake Preliminary Plat and Preliminary
PUD Plans based on a number of conditions; and
WHEREAS, the City Council, at its meeting on June 6, 2017 adopted Resolution 2017-47
approving the Preliminary Plat and PUD Plans .
NOW, THEREFORE, based upon the testimony elicited and information received, the City
Council makes the following:
FINDINGS
1. That all the requirements of City Code Sections 153.07 and 154.759 related to Final Plat and
Final PUD Plans have been met by the Applicant.
2. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans are generally
consistent with Preliminary Plat and PUD Plans approved by the City of Lake Elmo on June
6, 2017.
3. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans are consistent
with the Lake Elmo Comprehensive Plan and the Future Land Use Map for this area.
City Council Resolution 2018-063
4. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans generally
comply with the City’s GCC - Golf Course Community zoning districts as modified by the
PUD regulations.
5. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat PUD Plans comply with the
City’s subdivision ordinance.
6. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans comply with
the City’s Planned Unit Development Regulations.
7. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans comply with
City’s Engineering Standards, except where noted in the review memorandum from the City
Engineer dated May 30, 2018 and modified by PUD regulations.
8. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans generally
comply with other City zoning ordinances, shoreland, and erosion and sediment control,
except as noted in this staff report and review memorandum from the City Engineer dated
May 30, 2018.
9. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans generally
comply with the City’s landscaping and tree preservation ordinances, providing some
flexibility to the Applicant to allow for woodland management and pollinator friendly native
seeding in lieu of some required tree replacement in order to avoid possible detriment caused
by over planting.
10. That the Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans achieve
multiple identified objectives for planned developments within Lake Elmo.
11. That the proposed Final Plat and PUD Plans are for a 64 unit single family residential golf course
community Planned Unit Development on 89.91 acres of land located on the former 3M Tartan
Park properties.
12. That the Final Plat and PUD Plans will be located on property legally described on the attached
Exhibit “A”.
13. That there has been significant public testimony that 20th Street is already dangerous without the
additional traffic and that the City and developer need to explore ways to make the road safer.
14. That the proposed PUD will allow a more flexible, creative, and efficient approach to the use of
the land, and will specifically relate to existing zoning district standards in the following manner
(with exceptions as noted):
a. Setbacks:
i. Royal Golf Club at Lake Elmo Setbacks
15. 16. 100 Ft.
Wide Lots
17. 80-90 Ft.
Wide Lots
18. 55-65 Ft.
Wide Lots
19. Front 20. 30 ft.
21. 30 ft. 22. 20 ft. for side
loaded
garages, or
25’
23. Side 24. 10 ft.
25. 10 ft. 26. 10ft.
house/5ft.
City Council Resolution 2018-063
garage or 7.5
ft./7.5 ft.
27. Corner
Side
28. 15 ft. 29. 15 ft. 30. 15 ft.
31. Rear 32. 30 ft. 33. 30 ft. 34. 20 ft.
a. Maximum Impervious Coverage: The maximum impervious coverage for 55-65’
wide lots shall be 50%. All other lots shall have a maximum impervious coverage of
40%.
b. Lot Sizes: The minimum lot size for Villa lots (55-65’ wide) in the development shall
be 6,600 sq. ft.
c. Attached Garages: That attached garages shall not exceed 1,300 sq. ft. in area at the
ground floor level except by conditional use permit. The width of the visible garage
door area when closed shall not exceed 60% of the principal building façade
(including garage) fronting on the primary street.
d. Subdivision Identification Signs: the Royal Golf Club at Lake Elmo residential
subdivision shall be allowed up to a maximum of 4 subdivison identification signs,
including the identification sign for the golf course entrance, not to exceed 24 sq. feet
in sign area each, located no closer than 10 feet to any public right-of-way. In
addition neighborhood identification markers (pillars) shall be permitted to be no
larger than 2 ft. x 2 ft. to identify the development logo and the name of the
neighborhood. Additional subdivision signs should be considered for a subdivision of
this size.
i. Staff Note: If the developer requests a change to this, a variance should be
requested.
e. All other requirements for the City’s GCC – Golf Course Community zoning district
will apply, including the allowed uses and other site and development standards.
f. That the proposed street names within the development are generally consistent with
the City’s Street Naming Policy except for Annika Drive N.
CONCLUSIONS AND DECISION
Based on the foregoing, the Applicants’ application for a Final Plat and PUD Plans is granted,
provided the following conditions are met:
1. That there shall be no encroachments to drainage and utility easements on residential lots
other than those reviewed and approved by the City Engineer and upon execution of an
easement encroachment agreement.
2. Prior to the execution of Final Plat, the Developer shall enter into a Developer’s Agreement
acceptable to the City Attorney and approved by the City Council that delineates who is
responsible for the design, construction, and payment of the required improvements with
financial guarantees therefore.
3. The Royal Golf Club at Lake Elmo 2nd Addition shall be incorporated into the Common
Interest Agreement concerning management of the common areas and establish a
homeowner’s association which shall be submitted in final form to the Planning Director
City Council Resolution 2018-063
before any building permit may be issued for any structure in any phase of the development.
Said agreement shall comply with Minnesota Statues 515B-103, and specifically the
provisions concerning the transfer of control to the future property owners. The HOA
documents shall include required maintenance of wetland buffers.
4. That the HOA documents include architectural requirements that require 4-sided architecture
and garages facing the public right-of-ways to have windows and/or other architectural
features.
5. The applicant shall enter into a landscape license and maintenance agreement with the City
that clarifies the individuals or entities responsible for landscaping.
6. That the HOA be responsible for the maintenance of all landscape walls that cross residential
property lines or publicly owned Outlots or rights-of-ways, and that the walls be contained
within a landscape easement.
7. That a fee in lieu of park land dedication be paid to the City based upon an appraisal by an
appraiser to be chosen by the City and paid for by the developer. Also that a 30 ft. wide trail
corridor be dedicated to the City centered on public trails in the development and that the
value of the dedicated land be credited toward any fees in lieu of parkland dedication. No
credit shall be given for costs of construction of the trails. The park land dedication shall not
include wetlands, wetland buffer area, and no credit will be given for land beyond the 30 ft.
centered on public trails.
a. Outlot B shall be dedicated to the City as parkland for trails as part of the 1st
Addition.
8. Trail within Outlot B must be constructed prior to building permits being issued for that
phase of development.
9. That the developer pay a parkland dedication fee equal to $500 per 2.5 caliper inch required
in lieu of some required tree preservation replacement tree requirements, totaling
$106,556.00 in lieu of planting the required number of trees required. This fee was calculated
as follows: $500.00 multiplied by 969 2.5-caliper inch tree not planted within the entire
subdivision, divided by 291 single family lots within the entire subdivision, multiplied by 64
single family lots within the 2nd Addition.
10. All changes and modifications to the plans requested by the City Engineer in the Engineer’s
reports dated May 30, 2018 shall be incorporated into the Final Plat and PUD Plans.
11. The Final Plat and PUD Plans approval is conditioned upon the applicant meeting all City
standards and design requirements unless specifically addressed otherwise in this resolution.
12. The developer shall comply with all comments identified within the Washington County
letter dated March 6, 2017, including providing an additional 17 feet of right-of-way along
10th Street N. and constructing right turn lanes at its sole cost meeting City state aid design
standards at Royal Boulevard North, Masters Lane North, the Golf Course entrance, at
Annika Drive North, and at 20th Street and Manning Trail.
13. That open space within the shorelands of the residential development (specifically Outlots C,
D, F, and the rest of Outlot L) be protected with a conservation easement, deed restriction,
covenant, or other instrument. Such document(s) must be provided for review by the City
Attorney and be executed prior to final plat approval.
14. Prior to the issuance of building permits all wetland buffers shall be delineated and identified
via staking or signage that is acceptable to the City.
City Council Resolution 2018-063
15. Prior to the construction of any subdivision identification signs or neighborhood markers
within the development, the developer shall submit sign plans for review and obtain a sign
permit from the Planning Department. Any amendments to the finding regarding signs
indicated in this Resolution shall be subject to a PUD amendment or variance.
16. That the Final Plat include street names as approved by Council.
17. The developer shall follow all of the rules and regulations spelled out in the Wetland
Conservation Act, and shall adhere to conditions of the Valley Branch Watershed District
permit.
18. That the Royal Golf Club development will not have street lights except at street intersections
and cul-de-sacs.
19. That a $1,000,000 donation to the Parks fund will be made with the phase of development
when the former Tartan Park ballfields are no longer able to be used by the City.
Passed and duly adopted this 3rd day of July, 2018 by the City Council of the City of Lake Elmo,
Minnesota.
______________________________
Mike Pearson, Mayor
ATTEST:
_____________________________
Julie Johnson, City Clerk
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LAKE ROSE
ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYING
AT LAKE ELMO 2ND ADDITION
INSET 'A'
(SEE SHEET 2 OF 3 SHEETS)
INSET 'B'
(SEE SHEET 3 OF 3 SHEETS)
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STAFF REPORT
DATE: July 3, 2018
REGULAR
ITEM #: 10
MOTION
TO: City Council
FROM: Emily Becker, Planning Director
AGENDA ITEM: Royal Golf Club at Lake Elmo 2nd Addition Development Agreement
REVIEWED BY: Jack Griffin, City Engineer
Sarah Sonsalla, City Attorney
Kristina Handt, City Administrator
BACKGROUND:
On June 19, 2018, the City Council adopted Resolution 2018-062 approving the Final Plat of Royal
Golf Club at Lake Elmo 2nd Addition. An executed Development Agreement is a condition of
final plat approval and is required prior to recording the final plat with Washington County.
ISSUE BEFORE COUNCIL:
The City Council is being asked to adopt Resolution 2018-064 approving the Developer
Agreement for Royal Golf Club at Lake Elmo 2nd Addition.
REVIEW/ANALYSIS:
A condition of approval of the Royal Golf Club at Lake Elmo 2nd Addition Final Plat is that the
developer enter into a Developer’s Agreement prior to the execution of the plat by City officials.
Staff has drafted this Developer Agreement which is attached for consideration by the City
Council. The key aspects of the agreement include the following components:
• The Developer provide executed warranty deeds to the City for recording for B, F, I, and
K.
• Legal documents regarding homeowner association documents, covenants, and restrictions
are to be submitted, reviewed, and approved by the City Attorney.
• That all public improvements be completed by October 31, 2018, with the exception of the
final wear course of asphalt on streets.
• The parkland dedication is to be dedicated incrementally with each phase. The total
assessed value of the entire subdivision was $8,000,000.00. The zoning district in which
the development is located requires 10% of the land of the entire subdivision to be
dedicated towards parkland, or a fee in lieu of land. As approved by the City, the developer
has proposed trails instead of a public park. The developer has agreed to not receive credit
City Council – Staff Report Regular Item #10
Meeting date: 7/3/2018
Page 2
for costs of construction of the trails in exchange for an increased amount of impervious
surface for residential lots, as approved with the Final Plat but will receive credit for a 30
foot corridor for trails, less wetland buffer encroachments. The parkland dedication for the
first phase was calculated as follows:
Factors Considered Running Totals
$800,000.00 for required parkland
dedication
Less $188,543.00 for appraised value of
land underneath trail (8,085 lineal feet of
trail with a 30-foot wide corridor, less
5,010 wetland buffer encroachment)
Total: $611,457.00
Divided by 291 lots (number of lots for
entire development)
Total: $2,101.00
Multiplied by 64 lots (number of lots for
1st Addition)
Total Owed for 1st Addition: $134,464
• That the developer pay the City an additional park dedication fee of $106,557 for
required trees not planted within the 2nd Addition as per Section 19 (C) of this
Agreement. This fee was calculated as follows: [($500 X 969 2.5-caliper inch trees
reduced within the entire preliminary plat area) / 291 Single Family Lots within all
phases of the Subdivision X 64 Single Family Lots within the 1st Addition].
• That the developer provide a letter of credit in the amount of $3,232,172.00 related to the
cost of the proposed improvements.
• The Developer shall pay the City a cash donation of $1,000,000 with the Royal Golf Club
at Lake Elmo 3rd Addition final plat, or with that phase of the development when the
Tartan Park ballfields are no longer able to be used by the City.
• That the developer provide a cash deposit of $677,266 for SAC and WAC charges,
engineering administration, required park dedication fees and park dedication fees to be
paid in lieu of planting agreed-upon number of trees, base map updating costs, one year of
street light operating costs.
• A separate paragraph has been added to require the developer to pay taxes on City-
dedicated outlots. This is a new paragraph that Staff recommends be added to development
agreement templates in the future.
• A credit from a previously submitted letter of credit from Royal Golf’s Grading Agreement
($780,600) was applied so as not to duplicate already in-place securities for grading, tree
preservation, and wetland mitigation and buffers.
The construction plans approval for the project are expected, but had not been given prior to the
preparation of this report. If approved, the final page of the Development Agreement will be
City Council – Staff Report Regular Item #10
Meeting date: 7/3/2018
Page 2
updated to include the final construction plan dates. The Development Agreement will not be
executed until the final construction plans are approved, all fees and securities, and insurance
certificates are received among other requirements. Only after recording of the final plat and the
completion of a pre-construction meeting with the City can the construction commence.
FISCAL IMPACT:
The future financial impacts include maintenance of streets, trails, sanitary sewer mains,
watermains, lift stations, and other public infrastructure, maintenance of storm water ponding areas
(after warranty period), monthly lease payments for street lights, and other public financial
responsibilities typically associated with a new development. The City will collect building permit
fees, Sewer Accessibility Charges and Water Accessibility Charges and property taxes for the 64
lot single family residential subdivision.
OPTIONS:
The City Council has the following options:
1) Adopt Resolution 2018-064 approving the Development Agreement for Royal Golf Club
at Lake Elmo 2nd Addition; or
2) Direct Staff to amend the draft Development Agreement to bring back to a future City
Council meeting.
RECOMMENDATION:
Staff recommends the City Council adopt Resolution 2018-064 approving the Development
Agreement for Royal Golf Club at Lake Elmo 2nd Addition.
“Move to adopt Resolution 2018-064 approving the development agreement for Royal Golf
Club at Lake Elmo 2nd Addition Final Plat”
ATTACHMENTS:
• Resolution 2018-064
• Royal Golf Club at Lake Elmo 2nd Addition Development Agreement
1
Resolution 2018-064
CITY OF LAKE ELMO
WASHINGTON COUNTY
STATE OF MINNESOTA
RESOLUTION NO. 2018-064
A RESOLUTION APPROVING A DEVELOPMENT AGREEMENT FOR THE ROYAL GOLF
CLUB AT LAKE ELMO 2ND ADDITION PLANNED UNIT DEVELOPMENT
WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing
under the laws of the State of Minnesota; and
WHEREAS, H.C. Golf Land, LLC., 11074 Radisson Road NE, Blaine, MN 55449
(“Developer”) has previously submitted an application to the City of Lake Elmo (“City”) for
Final Plat and Planned Unit Development (PUD) Plans to be called The Royal Golf Club at Lake
Elmo 2nd Addition, a copy of which is on file in the City Planning Department; and
WHEREAS, the Lake Elmo City Council approved The Royal Golf Club at Lake Elmo
PUD Concept Plan on September 9, 2016; and
WHEREAS, the Lake Elmo City Council adopted Resolution 2017-47 approving The
Royal Golf Club at Lake Elmo Preliminary Plat and PUD Plans on June 6, 2017; and
WHEREAS, the Lake Elmo City Council adopted Resolution 2018-062 approving The
Royal Golf Club at Lake Elmo 2nd Addition Final Plat and PUD Plans on June 19, 2018; and
WHEREAS, a condition of approval of said Resolution 2018-062 establishes that prior to
execution of the Final Plat by City officials, the Applicant shall enter into a Development Agreement with
the City; and.
WHEREAS, the Developer and the City have agreed to enter into such a contract and a
copy of the Development Agreement was submitted to the City Council for consideration at its
June 19, 2018 meeting;
NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby
approve the Development Agreement for The Royal Golf Club at Lake Elmo 2nd Addition and
authorizes the mayor and city Clerk to execute the document.
Passed and duly adopted this 3rd day of July, 2018 by the City Council of the City of Lake Elmo,
Minnesota.
___________________________________
Mike Pearson, Mayor
ATTEST:
2
Resolution 2018-064
____________________________________
Julie Johnson, City Clerk
1
527400v4 SJS LA515-47
(reserved for recording information)
DEVELOPMEN
T AGREEMENT
(Public sewer and water)
PLAT NAMERoyal
Golf Club at Lake
Elmo 2nd Addition
THIS DEVELOPMENT
AGREEMENT is dated
______________, 2____,
018, by and between the
CITY OF LAKE ELMO, a
Minnesota municipal
corporation (the
“City”),and ____________
H.C. Golf Land, LLC, a
Minnesota limited liability
2
527400v4 SJS LA515-47
company, f/k/a H.C. Golf
Course Development, LLC
(the “Developer”).
1. REQUEST FOR PLAT
APPROVAL. The
Developer has asked the
City to approve a plat
for__________________
Royal Golf Club at Lake
Elmo 2nd Addition (referred
to in this Agreement as the
“Subdivision”). The
property being platted is
situated in the County of
Washington, State of
Minnesota, and is legally
described on Exhibit A.
2. CONDITIONS OF
PLAT APPROVAL. The
City hereby approves the
Subdivision on condition
that the Developer enter
into this Agreement, furnish
the security required by it,
3
527400v4 SJS LA515-47
and record the plat with the
County Recorder or
Registrar of Titles within
120 days after the City
Council approves the final
plat.
3. RIGHT TO
PROCEED. This
Agreement is intended to
regulate the development
of the Property and the
construction therein of
certain public and private
improvements. The
Developer may not grade
or otherwise disturb the
earth, remove trees or
construct public or private
improvements or any
buildings within the
Subdivision until all the
following conditions
precedent have been
satisfied:
A. the Developer has
4
527400v4 SJS LA515-47
prepared deeds conveying
fee title of Outlots ___ B,
F, I, and K and Outlot ___
to the City and provided
copies of the executed
deed to the City for
recording with Washington
County;
B. the Developer has
executed and recorded with
Washington County all
drainage and utility
easements required for the
Subdivision by the City
Engineer and Public Works
Director in the City’s
standard form;
C. the Developer has
executed and recorded with
Washington County the
storm water maintenance
and easement agreement
in the City’s standard form;
D. this Agreement has been
executed by the Developer
5
527400v4 SJS LA515-47
and the City;
E. the required Letters of
CreditSecurity (as
hereinafter defined) have
been received by the City
from or on behalf of the
Developer;
F. final construction plans and
specifications have been
submitted by the Developer
and approved by the City
Engineer;
G. the Developer has paid the
City for all legal,
engineering and
administrative expenses
incurred by the City
regarding the City
approvals and has given
the City the additional City
Engineering Administration
Escrowconstruction
inspection escrow required
by this Agreement;
H. the Developer has paid any
6
527400v4 SJS LA515-47
outstanding assessments
and taxes for the property
or property being deeded to
the City;
I. the Developer has fulfilled
any park dedication
requirements as specified
under this Agreement;
J. the Developer has received
all necessary permits from
the MPCA, MDH, DNR,
applicable watershed,
Washington County, and
any other agency having
jurisdiction over the
Subdivision;
K. the Developer has provided
the City with a certificate of
insurance required by this
Agreement;
L. the Developer or the
Developer’s engineer and
the Developer’s
contractor(s) have initiated
and attended a
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527400v4 SJS LA515-47
preconstruction meeting
with the City Engineer, and
City staff;
M. the final plat has been
recorded with Washington
County;
the City has issued a
written notice that all above
conditions have been
satisfied and that the
Developer may proceed;
Legal documents regarding
homeowner association
documents, covenants, and
restrictions have been
submitted, reviewed and
approval by the City
Attorney; and
N. and
O. the Developer shall provide a
Title Policy for all land
dedicated to the Citthe City
has issued a written notice
that all above conditions
have been satisfied and
8
527400v4 SJS LA515-47
that the Developer may
proceed;
P. y.
4. PHASED
DEVELOPMENT. If the
plat is a phase of a multi-
phased preliminary plat, the
City may refuse to approve
final plats of subsequent
phases of the development
if the Developer is not in
compliance with any term
of this Agreement and the
non-compliance has not
been remedied.
Development of
subsequent phases of the
development may not
proceed until development
agreements for such
phases are approved by
the City. Park dedication
charges and availability
charges for sewer and
water referred to in this
9
527400v4 SJS LA515-47
Agreement are not being
imposed on outlots that are
designated in the plat for
future subdivision into lots
and blocks, if any, in the
plat. Such charges will be
calculated and imposed
when these outlots, if any,
are platted into lots and
blocks.
5. PRELIMINARY PLAT
STATUS. If the
Subdivision is a phase of a
multi-phased preliminary
plat, the preliminary plat
approval for all phases not
final platted shall lapse and
be void unless final platted
into lots and blocks, not
outlots, within five (5) years
after preliminary plat
approval.
6. CHANGES IN
OFFICIAL CONTROLS.
For two (2) 25-years from
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527400v4 SJS LA515-47
the date of this Agreement,
no amendments to the
City's Comprehensive Plan
or official controls shall
apply to or affect the use,
development density, lot
size, lot layout or
dedications of the approved
final plat unless required by
state or federal law or
agreed to in writing by the
City and the Developer.
Thereafter, notwithstanding
anything in this Agreement
to the contrary, to the full
extent permitted by state
law, the City may require
compliance with any
changes to the City's
Comprehensive Plan,
official controls, platting or
dedication requirements
enacted after the date of
this Agreement.
7. DEVELOPMENT
11
527400v4 SJS LA515-47
PLANS. The Developer
agrees to develop the
Property in accordance with
the City approvals,
including the terms and
conditions of approval of
the final plat as detailed in
City Council Resolution No.
20168-XX, and to construct
all improvements in
accordance with the
approved construction
plans and specifications
(collectively, the “Plans”)
prepared by a professional
engineer registered in the
State of Minnesota at its
sole expense. All terms
and conditions of the City
approvals are hereby
incorporated by reference
into this Agreement. The
documents which constitute
the Plans are those on file
with and approved by the
City and are listed on
12
527400v4 SJS LA515-47
Exhibit B attached hereto.
The Plans may not be
modified by the Developer
without the prior written
approval of the City.
8. IMPROVEMENTS. In
developing the Subdivision
in accordance with the
Plans, the Developer shall
make or install at its sole
expense the following
public and private
improvements (collectively,
the “Subdivision
Improvements”):
A. Grading and erosion
control;
B. Sanitary sewer;
C. Water system
improvements;
D. Stormwater improvements
(storm sewer pipe, control
structures, ponds, BMPs,
etc.)
E. Streets and sidewalks;
F. Trails;
G. Underground private
13
527400v4 SJS LA515-47
utilities;
H. Landscaping;
I. Street lighting and signage;
J. Intersection improvements
(turn lanes, by-pass lanes,
traffic control, etc.);
K. Tree preservation and
reforestation;
L. Wetland mitigation and
buffers; and
M. Monuments required by
Minnesota Statutes.
All improvements
shall be installed in
accordance with the
approved Plans, the City
approvals, the City Code,
the City’s Engineering
Design and Construction
Standards Manual, and the
City’s Landscape and
Irrigation Standards. The
Developer shall instruct its
engineer to provide
adequate field inspection
personnel to assure an
acceptable level of quality
14
527400v4 SJS LA515-47
control to the extent that
the Developer's engineer
will be able to certify that
the construction work
meets the approved Plans,
the City approvals, the City
Code, the City’s
Engineering Design and
Construction Standards
Manual, and the City’s
Landscape and Irrigation
Standards as a condition of
City acceptance. In
addition, the City may, at
the City's discretion and at
the Developer's expense,
have one or more City
inspectors or a soil
engineer inspect the
Developer’s work on a full
or part-time basis. The
Developer's engineer shall
provide for on-site project
management. The
Developer's engineer is
responsible for design
15
527400v4 SJS LA515-47
changes and contract
administration between the
Developer and the
Developer's contractor.
9. CITY
ADMINISTRATION AND
CONSTRUCTION OBSERVATION.
At the time of the City’s
approval of the final plat for
the Subdivision, the
Developer shall submit to
the City an amount to be
escrowed by the City for
City administration and
construction observation
costs in an amount
provided under paragraph
35 of this Agreement -
Summary of Cash
Requirements. Thereafter,
the Developer shall
reimburse the City each
month, within 30 days of
receiving an invoice, for all
administration and
construction observation
16
527400v4 SJS LA515-47
costs incurred by the City
during the construction of
the Subdivision
Improvements by the City’s
engineering, public works,
planning, and landscape
architecture staff and
consultants. After 30 days
of the invoice, the City may
draw upon the escrow and
stop the work on site until
the escrow has been
replenished in its full
amount. City administration
and oversight will include
monitoring of construction
progress and construction
observation, consultation
with the Developer and the
Developer’s professionals
on status or problems
regarding the project,
coordination for testing,
final inspection and
acceptance, project
monitoring during the
17
527400v4 SJS LA515-47
warranty period, and
processing of requests for
reduction in the Security.
Construction observation
shall include, at the
discretion of the City, part
or full time inspection of
proposed public utilities and
street construction.
Services will be billed by
the City on an hourly basis.
The direction and
review provided by the City
through the inspection of
the Subdivision
Improvements should not
be considered a substitute
for the Developer-required
management of the
construction of the
Subdivision Improvements.
The Developer must
require the Developer’s
contractor(s) to furnish the
City with a schedule of
18
527400v4 SJS LA515-47
proposed operations at
least five (5) 5 days prior to
the commencement of
construction of each type of
Subdivision Improvement.
The City shall inspect all
Developer-installed
Subdivision Improvements
during and after
construction for compliance
with the Plans, the City
approvals, the City Code,
the City’s Engineering
Design and Construction
Standards Manual, and the
City’s Landscape and
Irrigation Standards. The
Developer will notify the
City at such times during
construction as the City
requires for inspection
purposes. Such inspection
is pursuant to the City’s
governmental authority,
and no agency or joint
venture relationship
19
527400v4 SJS LA515-47
between the City and the
Developer is thereby
created.
10.
CONTRACTORS/SUB
CONTRACTORS. City
Council members, City
employees, and City
Planning Commission
members, and
corporations, partnerships,
and other entities in which
such individuals have
greater than a twenty-five
(25) percent ownership
interest or in which they are
an officer or director may
not act as contractors or
subcontractors for the
Subdivision Improvements
identified in Paragraph 8
above.
11. TIME OF
PERFORMANCE. The
Developer shall install all
20
527400v4 SJS LA515-47
required Subdivision
Improvements by October
31, 2_____, 018, with the
exception of the final wear
course of asphalt on
streets. The Developer
shall install the bituminous
wearing course of streets
after the first course has
weathered a winter season,
consistent with warranty
requirements, however,
final acceptance of the
Subdivision Improvements
by the City will not be
granted until all work is
completed, including the
final wear course. 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
21
527400v4 SJS LA515-47
amending this Agreement
to reflect the extended
completion date. Final
wear course placement
outside of this time frame
must have the written
approval of the City
Engineer.
12.
MAINTENANCE
DURING
CONSTRUCTION. The
Developer shall be
responsible for all
maintenance of the
Subdivision Improvements
including the snow plowing
of the streets, roads and
alleys until the Subdivision
Improvements are
accepted by the City in
writing. The developer is
also responsible to locate
all underground utilities
until the development is
22
527400v4 SJS LA515-47
accepted in writing by the
City. Warning signs shall be
placed by the Developer
when hazards develop in
streets to prevent the public
from traveling on same and
to direct attention to
detours. If and when
streets become
impassable, such streets
shall be barricaded and
closed by the Developer.
In the event residences are
occupied prior to
completing streets, the
Developer shall maintain a
smooth surface and provide
proper surface drainage to
ensure that the streets are
passable for traffic and
emergency vehicles. The
Developer shall be
responsible for keeping
streets within and without
the Subdivision clean and
clear of dirt and debris that
23
527400v4 SJS LA515-47
may spill, track, or wash
onto the street from the
Developer’s operations.
The Developer shall
contract for street cleaning
for streets within and
immediately adjacent to the
Subdivision. At a minimum,
scraping and sweeping
shall take place on a
weekly basis.
Prior to the City’s
acceptance of the streets
the City may agree, at the
City’s sole discretion, to
keep the streets open
during winter months by
plowing snow. The City will
consider snow plowing
streets on a case by case
basis and under the
following conditions. 1) The
Developer must request in
writing the streets in
question to be plowed by
24
527400v4 SJS LA515-47
the City, with such request
received prior to October
1st of each winter season
that plowing is requested.
2) The streets must be
occupied by residences of
the City. 3) For streets that
do not have the bituminous
wear course placed, the
developer must install
paved wedges along all
curb lines and catch basins.
4) Gate valves and
manholes must be level
with the pavement surface.
5) Street curves, center
medians, and other
protrusions in the right-of-
ways must be delineated
with “High-vis” fiberglass
stakes. 6) A site review
must be scheduled and
conducted with Public
Works, and attended by the
developer, to accept the
streets for plowing prior to
25
527400v4 SJS LA515-47
the commitment of plowing
by the City. 7) The City
shall not be responsible for
any damage caused by
snow plowing operations to
the streets, curb and gutter,
manholes, catch basins or
other infrastructure.8) The
Developer shall enter into
an Agreement with the City
for plowing of the streets.
13. LICENSE. The
Developer hereby grants
the City, its agents,
employees, officers and
contractors a license to
enter the Property to
perform all work and
inspections deemed
appropriate by the City in
conjunction with the
development of the
Property and this
Agreement.
14.
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527400v4 SJS LA515-47
CONSTRUCTION
ACCESS. Construction
traffic access and egress
for grading, public utility
construction, and street
construction is restricted to
access the Subdivision via
______________________
__. 10th Street North. No
construction traffic is
permitted on other adjacent
local streets.
15.
CONSTRUCTION
SEQUENCE AND
COMPLIANCE. The City
will require the Developer
to construct the Subdivision
Improvements in a
sequence which will allow
progress and compliance
points to be measured and
evaluated. The Developer
and the Developer’s
representatives are
27
527400v4 SJS LA515-47
required to supervise and
coordinate all construction
activities for all Subdivision
Improvements and must
notify the City in writing
stating when the work is
ready for the inspection at
each of the measurable
points defined in the
following paragraphs.
16. EROSION
CONTROL. All
construction regarding the
Subdivision Improvements
shall be completed in a
manner designed to control
erosion and in compliance
with the City Code, the
City’s Engineering Design
and Construction
Standards Manual, all
watershed district permits,
the Minnesota Pollution
Control Agency’s best
management practices, and
28
527400v4 SJS LA515-47
other requirements
including the City’s permit
with the Minnesota
Pollution Control Agency
for the municipal separate
storm sewer system
program. Prior to initiating
any work on the site, an
erosion control plan must
be implemented by the
Developer and inspected
and approved by the City.
Erosion and sediment
control measures shall be
coordinated with the
various stages of
development. The City
may impose additional
erosion control
requirements at any stage
in development as deemed
necessary to maintain a
compliant site. All areas
disturbed for site
improvements must be
reseeded by the Developer
29
527400v4 SJS LA515-47
promptly after the work in
the area is complete unless
construction of the next
stage of the improvements
will begin in that area within
seven (7)7 days. The
parties recognize that time
is of the essence in
controlling erosion.
If the Developer does
not comply with the erosion
control plan and schedule
or supplementary
instructions received from
the City, the City may take
such action as it deems
appropriate to control
erosion. The City will
endeavor to notify the
Developer in advance of
any proposed action, but
failure of the City to do so
will not affect the
Developer's and City's
rights or obligations
30
527400v4 SJS LA515-47
hereunder. If the
Developer does not
reimburse the City for any
cost the City incurred for
such work within ten (10)10
days, the City may draw
down the Security to pay
any costs. No
development, utility or
street construction will be
allowed and no building
permits will be issued by
the City unless the
Subdivision is in full
compliance with the
approved erosion control
plan.
If building permits
are issued prior to the
acceptance of public
Subdivision Improvements,
the Developer assumes all
responsibility for erosion
control compliance
throughout the Subdivision
31
527400v4 SJS LA515-47
and the City may take such
action as allowed by this
Agreement against the
Developer for any
noncompliant issue as
stated above. Erosion
control plans for individual
lots will be required in
accordance with the City’s
building permit
requirements, or as
required by the City or City
Engineer.
17. SITE
GRADING. In order to
construct the Subdivision
Improvements and
otherwise prepare the
Property for development, it
will be necessary for the
Developer to grade the
Subdivision. All grading
must be done in
compliance with this
Agreement and the
32
527400v4 SJS LA515-47
approved grading plans.
Within 30 days after
completion of the grading,
the Developer shall provide
the City with an “as built”
grading plan and a
certification by a registered
land surveyor or engineer
as required in the City’s
Engineering Design and
Construction Standards
Manual.
18. STREET AND
UTILITY
IMPROVEMENTS. All
storm sewers, sanitary
sewers, watermain, and
streets, including turn lane
and intersection
improvements, shall be
installed in accordance with
the approved Plans, the
City approvals, the City
Code, and the City’s
Engineering Design and
33
527400v4 SJS LA515-47
Construction Standards
Manual. Curb and gutter,
the first lift of the
bituminous streets,
sidewalks, boulevards
graded, street signs
installed, and all restoration
work on the site shall be
completed in accordance
with the approved Plans.
Once the work is
completed, the Developer
or the Developer’s
representative shall submit
a written request to the City
asking for an inspection of
the initial improvements.
The City will then schedule
a walk- through to create a
punch list of outstanding
items to be completed.
Upon receipt of the written
punch list provided by the
City, the punch list items
must be completed by the
Developer and the City
34
527400v4 SJS LA515-47
notified to re- inspect the
improvements. The final
bituminous wear course
shall be installed by the
Developer after the first
bituminous course has
weathered a winter season.
Prior to placement of the
final bituminous wear
course, the Developer shall
repair or replace all broken
or failing curbs, sidewalks
and damaged or settled
streets as determined by
the City from a pre-wear
course walk through
inspection.
19. LANDSCAPING
AND TREE
REPLACEMENT
IMPROVEMENTS.
A. The Developer agrees to
install landscaping in
accordance with the
approved Plans, the City
35
527400v4 SJS LA515-47
approvals, the City Code,
the City’s Engineering
Design and Construction
Standards Manual, and the
City’s Landscape and
Irrigation Standards. All
landscaping materials such
as trees, shrubs, grasses,
or other vegetation installed
by the Developer must be
warrantied and maintained
for a period of two years,
with the exception of trees
planted on lots that have
single family homes, which
are not required to be
warrantied. The City has
agreed to not require the
Developer to warranty the
trees planted within single
family lots recognizing that
the Developer has agreed
to reduce by 969 the total
number of trees it is
required to plant within all
phases of the Subdivision
36
527400v4 SJS LA515-47
by paying the City a per-
tree parkland dedication fee
of $500.00 per 2.5 caliper
inch tree as permitted
under Section 19 (C)
below. The Developer will
pay a proportionate share
of the total per-tree
parkland dedication fee for
each phase of the
Subdivision based upon the
number of Single Family
Lots contained within each
such phase. For the 1st
Addition, the Developer will
be required to pay
$106,557.00 in parkland
dedication fees [($500 X
969 2.5-caliper inch trees
reduced within the entire
preliminary plat area) / 291
Single Family Lots within all
phases of the Subdivision X
64 Single Family Lots
within the 1st Addition]. The
two year warranty period
37
527400v4 SJS LA515-47
for landscaping materials
located within each phase
of the Subdivision for which
the Developer is providing
a warranty under this
Section 19 (A) shall be
deemed to start once all
required landscaping
identified as responsibility
of Developer in the
approved Plans for such
phase has received
acceptance by the City.
The Developer agrees to
have the installer of the
landscaping complete an
inspection 30 days prior to
the end of the two year
warranty period and
provide the City with a
written report identifying the
condition of all landscaping.
In the event that any
landscaping installed by the
Developer is deemed
through this inspection to
38
527400v4 SJS LA515-47
be in poor condition or
dead, the Developer is to
replace the landscaping
with like kind materials or
as otherwise approved by
the City.The Developer
agrees to install
landscaping in accordance
with the approved Plans,
the City approvals, the City
Code, the City’s
Engineering Design and
Construction Standards
Manual, and the City’s
Landscape and Irrigation
Standards. All landscaping
materials such as trees,
shrubs, grasses, or other
vegetation installed by the
Developer must be
warrantied and maintained
for a period of two (2)
years. The two (2)2 year
warranty period shall be
deemed to start once all
required landscaping
39
527400v4 SJS LA515-47
identified as responsibility
of Developer in the
approved Plans has
received acceptance by the
City. The Developer
agrees to have the installer
of the landscaping
complete an inspection
thirty (30) days prior to the
end of the two (2)2 year
warranty period and
provide the City with a
written report identifying the
condition of all landscaping.
In the event any
landscaping installed by the
Developer is deemed to be
in poor condition or dead,
the Developer is to replace
the landscaping with like
kind materials or as
otherwise approved by the
City.
B. The Developer shall be
responsible for maintaining
40
527400v4 SJS LA515-47
regular watering, fertilizing,
and over-seeding
necessary to establish final
lawns and yards as
identified in the approved
Plans for outlots, public
rights-of-way, and any
disturbed areas outside the
Subdivision boundaries
according to a landscape
maintenance plan approved
by the City. The Developer
agrees to achieve
“substantial performance”
on all seeded or sodded
lawns and yards disturbed
during the construction of
Subdivision Improvements.
For the purpose of this
agreement “substantial
performance” shall be
defined for areas seeded or
sodded with a turf or lawn
mix as “square foot turf
areas with an average
blade height of three (3)3 -
41
527400v4 SJS LA515-47
inches free of eroded, bare,
or dead spots and free from
perennial weeds or
unwanted grasses with no
visible surface soil.” For
areas seeded with a native
grass or flower mix
“substantial performance”
shall be defined as “square
foot native grass or flower
areas with an average
height of eight (8)8 inches
free of eroded, bare, or
dead spots and no visible
surface soil.”
C. The Developer shall follow
the City of Lake Elmo “Bee
Safe” policy for pesticide
use as per City Council
RESOLUTION NO. 2015-
13.
C. The City has agreed to
reduce the number of
required trees the
Developer is required to
42
527400v4 SJS LA515-47
plant within the Subdivision
from 3800 to 2912.
However, in addition to
planting the number of
trees required by this
paragraph, the Developer
agrees that it will require
that at least two trees be
planted on lots that have
villa homes and at least
four trees be planted on
lots that have single family
homes. These trees are
not to be counted towards
the number of trees that are
required by this paragraph
to be planted by the
Developer. All trees
planted on villa or single
family home lots must be
planted before the building
permit escrow will be
released by the City. The
Developer may further
reduce the number of trees
that it is required to plant
43
527400v4 SJS LA515-47
within the Subdivision by:
(i) implementing woodland
management or pollinator
friendly native seeding
practices within the
Subdivision, in a manner
approved by the City’s
Landscape Architect,
provided that the number of
trees that may be removed
from the Developer’s
plantings will be agreed
upon by the Developer and
the City at the time such
practices are approved; or
(ii) paying to the City a per-
tree parkland dedication fee
of $500.00 per 2.5 caliper
inch tree that the Developer
elects not to plant within the
Subdivision.
20. SIGNAGE,
STREET LIGHTING
AND OTHER UTILITIES.
The Developer agrees to
44
527400v4 SJS LA515-47
install street signs, traffic
and parking signs, and
pavement markings within
the Subdivision all in
accordance with the
approved Plans and the
City Engineering Design
Standards Manual. Street
and traffic sign details shall
be submitted by the
Developer to the City for
approval prior to
installation. In addition, the
Developer shall be
responsible for the cost and
all coordination work to
extend private utilities along
with street lighting within
the Subdivision all in
accordance with the
approved plans and right-
of-way permits.
21. OWNERSHIP
OF IMPROVEMENTS.
Upon completion of the
45
527400v4 SJS LA515-47
work and construction
required by this Agreement,
the Subdivision
Improvements lying within
public easements shall
become City property.
Prior to acceptance of the
public Subdivision
Improvements by the City,
the Developer must furnish
the City with a complete set
of reproducible "record"
plans and an electronic file
of the "record" plans in
accordance with the City’s
Engineering Design and
Construction Standards
Manual together with the
following affidavits:
- Developer/Developer
Engineer’s Certificate
- Land Surveyor’s
Certificate
certifying that all
construction has been
completed in accordance
with the terms of this
46
527400v4 SJS LA515-47
Agreement. All necessary
forms will be furnished by
the City. Upon receipt of
“record plans” and
affidavits, and upon review
and verification by the City
Engineer that the public
Subdivision Improvements
have been completed in
accordance with the terms
of this Agreement, the City
Engineer will accept the
completed public
Subdivision Improvements.
22. PARK
DEDICATION. The
Developer shall dedicate
8.8 acres of land or pay a
cash contribution of
$_________ $611,457.00
in satisfaction of the City's
park dedication
requirements for the entire
Subdivision, all phases, to
be dedicated incrementally
47
527400v4 SJS LA515-47
with each phase of the
development. The park
dedication for the entire
Subdivision was calculated
as follows: $800,000.00 (10
percent of $8,000,000 (the
total appraised value of the
entire Subdivision), less
$188,543 for the total
appraised value of the land
being conveyed to the City
for trails (8,085 lineal feet of
trail with a 30 foot wide
corridor, less 5,010 square
feet of buffer
encroachment). The
charge was calculated as
follows: _ at $______ per
lot.
In the second
phase, the Developer shall
cause H.C. Golf Land, LLC
to deed Outlot B (4.3 gross
acres of land) to the City
upon the recording of the
48
527400v4 SJS LA515-47
final plat and shall pay a
cash contribution of
$134,464.00 to satisfy the
City’s park dedication
requirements for the
second phase. The second
phase park dedication was
calculated as follows: 64
lots at $2,101.00 per lot
($2,749.00 per lot, less
$648.00 for the appraised
value of land for the trails
being conveyed to the City
per lot).
23. VILLAGE
AREA AUAR FEE. The
Developer shall be
responsible for the payment
of the Village Area
Alternative Urban Areawide
Review (AUAR) fee as
adopted by the City Council
with respect to the
environmental review
49
527400v4 SJS LA515-47
completed by the City. The
Village Area Alternative
Urban Areawide Review
(AUAR) fee in the amount
of $230.00 per REC shall
be paid by the Developer
prior to the City recording
the final plat. The total
amount to be paid by the
Developer is $XX,XXX.00
24. SANITARY
SEWER AND WATER
UTILITY AVAILABILITY
CHARGES (SAC AND
WAC). The Developer
shall be responsible for the
payment of all sewer
availability charges (SAC)
and all water availability
charges (WAC) with
respect to the Subdivision
Improvements required by
the City and any state or
metropolitan government
agency.
50
527400v4 SJS LA515-47
The sewer
availability charge (SAC) in
the amount of $3,000.00
per REC shall be paid by
the Developer to the City
prior to recording the final
plat. The total amount to
be paid by the Developer is
$XXX,XXX192,000.00.
The water
availability charge (WAC) in
the amount of $3,000.00
per REC shall be paid by
the Developer to the City
prior to recording the final
plat. The total amount to
be paid by the Developer is
$XXX,XXX192,000.00.
In addition, a sewer
connection charge in the
amount of $1,000.00 per
REC, a Metropolitan
Council sewer availability
51
527400v4 SJS LA515-47
charge in the amount of
$2,485.00 per REC, and a
water connection charge in
the amount of $1,000.00
per REC will be payable by
the Developer and
collected by the City at the
time the building permit is
issued for each lot.
25. STREET
LIGHTS. The Developer
is responsible for the cost
of street light installation
consistent with a street
lighting plan approved by
the City. Before the City
signs the final plat, the
Developer shall post a
Security for street light
installation consistent with
the approved plan. The
required Security is
$______________ $30,000
and consist of
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527400v4 SJS LA515-47
_____________ five
(______) (5) decorative
lights at $6000 each, and
______________ (______)
mast arm lights at
$______________ each.
The Developer shall also
pay the City
$129/light______________
645 to reimburse the City
for the first year operating
costs for the street lights.
26. WETLAND
MITIGATION. The
Developer shall complete
wetland
mitigation/restoration in
accordance with the
approved Plans and in
accordance with any
applicable Watershed or
agency permits. If the
mitigation work is found to
be incomplete or
restoration is unsuccessful,
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527400v4 SJS LA515-47
the City may draw down the
Security at any time during
the warranty period to
perform the work if the
Developer fails to take
corrective measures after
being provided reasonable
notice by the City.
27. BUILDING
PERMITS/CERTIFICATE
S OF OCCUPANCY.
A. No building permit shall be
issued for any lot within the
Subdivision, or within a
completed phase of the
Subdivision in a City
preapproved phasing plan,
until such time that sanitary
sewer, water, storm sewer,
curbing and one lift of
asphalt has been installed
and tested for all public
streets; boulevard grading
has been completed within
the entire right-of-way
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527400v4 SJS LA515-47
(without hold down grading
for the future sidewalk or
any other
improvements),sidewalks
have been installed; street
and traffic control signs are
installed; property
monuments have been
installed and grading as-
built plans have been
submitted and approved by
the City. A “preapproved
phasing plan” is defined as
a phased construction plan
that has been submitted by
the Developer and
approved by the City in
advance of the
preconstruction meeting for
the Subdivision. Once the
construction has started,
the City will not consider
revisions to the phasing
plan for the purpose of
issuing building permits.
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527400v4 SJS LA515-47
B. Issuance of a single
building permit for a “model
home” may be authorized
by the City Planning
Director prior to the
completion of the
Subdivision Improvements
described in paragraph 27
(A) above, if there is safe
public access to the lot that
is sufficient to allow
construction to proceed and
there is a grading as-built
plan approved by the City
for the lot and all
downstream storm water
drainage facilities.
However, the City will not
issue a certificate of
occupancy for any “model
home” until all conditions
identified in paragraph 27
(A) above have been
completed. The Developer
shall use the model home
only for real estate sales
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527400v4 SJS LA515-47
purposes and no other
purposes.
C. Prior to issuance of building
permits, wetland buffer
monuments shall be placed
in accordance with the
City’s zoning ordinance.
The monument design shall
be approved by the
Planning Department.
D. Breach of the terms of this
Agreement by the
Developer, including
nonpayment of billings from
the City, shall be grounds
for denial of building
permits, certificates of
occupancy, and withholding
of other permits, inspection
or actions and the halting of
all work in the Subdivision.
If building permits are
issued prior to the
acceptance of the public
Subdivision Improvements
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527400v4 SJS LA515-47
by the City, the Developer
assumes all liability and
costs resulting in delays in
completion of public
Subdivision Improvements
and damage to public
Subdivision Improvements
caused by the City,
Developer, the Developer’s
contractors, subcontractors,
materialmen, employees,
agents, or any third parties.
E. If building permits are
issued prior to the
construction of front yard
sidewalks or trails, the
Developer assumes all
responsibility for the
coordination, liability and
costs to; 1) ensure that the
sidewalks and trails are
constructed prior to any
driveways for any lots with
sidewalks or trails; 2) that
the sidewalks and trails are
constructed continuously
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527400v4 SJS LA515-47
from end of street to end of
street without exceptions or
gaps in the sidewalk or trail;
3) that there is a stop work
order on all building
construction for impacted
lots during the sidewalk and
trail construction and curing
periods to prohibit traffic
prior to City approval; and,
4) that all boulevard
grading and restoration re-
work is completed
immediately following the
sidewalk or trail
construction.
F. No sewer and water
connection permits may be
issued until the streets
needed for access have
been paved with a
bituminous surface and the
utilities are tested and
approved by the City
Engineer.
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527400v4 SJS LA515-47
28.
RESPONSIBILITY
FOR COSTS.
A. In the event that the City
receives claims from labor,
materialmen, or others that
work required by this
Agreement has been
performed and the amounts
due to them have not been
paid, and the laborers,
materialmen, or others are
seeking payment from the
City, the Developer hereby
authorizes the City to
commence an Interpleader
action pursuant to Rule 22,
Minnesota Rules of Civil
Procedure for the District
Courts, to draw upon the
Security in an amount up to
125 percent of the claim(s)
and deposit the funds in
compliance with the Rule,
and upon such deposit, the
Developer shall release,
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527400v4 SJS LA515-47
discharge, and dismiss the
City from any further
proceedings as it pertains
to the letter of creditfunds
deposited with the District
Court, except that the Court
shall retain jurisdiction to
determine attorneys' fees
pursuant to this Agreement.
B. Except as otherwise
specified herein, the
Developer shall pay all
costs incurred by it or the
City in conjunction with the
development of the
Subdivision, including but
not limited to legal,
planning, engineering, and
inspection expenses
incurred in connection with
the City’s approval and
acceptance of the plat and
the Subdivision, the
preparation of this
Agreement, the City’s
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527400v4 SJS LA515-47
review of construction plans
and documents, and all
costs and expenses
incurred by the City in
monitoring and inspecting
development of the
Subdivision. All amounts
incurred and due to the City
at the time of the recording
of the final plat must be
fully paid by the Developer
prior to the City executing
and releasing the final plat
for recording.
C. The Developer shall hold
the City and its officials,
employees, and agents
harmless from claims made
by itself and third parties for
damages sustained or
costs incurred resulting
from the City’s approval of
the plat and the
development of the
Subdivision. The Developer
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527400v4 SJS LA515-47
shall indemnify the City and
its officials, employees, and
agents for all costs,
damages, or expenses
which the City may pay or
incur in consequence of
such claims, including
attorneys' fees.
D. The Developer shall
reimburse the City for costs
incurred in the enforcement
of this Agreement, including
reasonable engineering
and attorneys' fees.
E. The Developer shall pay, or
cause to be paid when due,
and in any event before any
penalty is attached, all
special assessments
referred to in this
Agreement. This is a
personal obligation of the
Developer and shall
continue in full force and
effect even if the Developer
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527400v4 SJS LA515-47
sells one or more lots, the
entire Property, or any
portion of it.
F. The Developer shall pay in
full all bills submitted to it
by the City for obligations
incurred under this
Agreement within thirty
(30)30 days after receipt.
Bills not paid within thirty
(30)30 days shall be
assessed a late fee per the
City adopted fee schedule.
Upon request, the City will
provide copies of detailed
invoices of the work
performed by the City and
its consultants.
29 CITY
PAYMENTS. The City
shall reimburse the
Developer in the amount of
$XXX,XXX.XX for
oversizing costs associated
with the installation of XX
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527400v4 SJS LA515-47
inch and XX inch sanitary
sewer as identified on the
Plans. The City shall also
reimburse the Developer in
the amount of
$XXX,XXX.XX for
oversizing costs associated
with the installation of XX
inch water main as
identified on the Plans. City
payments shall be made
within thirty (30)30 days of
the City’s final acceptance
of the Improvements, but
only if the Developer is not
in default to this Contract.
This payment by the City
shall be the City’s only
responsibility with regard to
construction of the
Improvements and in no
case shall act as a waiver
of any other right of the City
under this Contract or
under applicable laws,
ordinances or rules.
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527400v4 SJS LA515-47
30. SPECIAL
PROVISIONS. The
following special provisions
shall apply to the
Subdivision:
A. Implementation of the
recommendations listed in
the
___________________,
May 30, 2018, Engineering
memorandum.
B. Upon the recording of the
final plat, the Developer
shall convey Outlot ____s
B, F, I, and K to the City by
warranty deed, free and
clear of any and all
encumbrances, unless
otherwise agreed to by the
City.
C. The Developer shall install
a temporary turnaround on
the __________end of
___________ until it is
extended to the
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527400v4 SJS LA515-47
_______________with the
second phase of the
_________________
development.
D. The Developer must obtain
a sign permit from the City
Building Official prior to
installation of any
subdivision identification
signs.
E. All public trails shall be
located within outlots, at
least 30’ wide, dedicated to
the City of Lake Elmo. Title
Policy shall be provided for
all land so dedicated.
F. The Developer shall enter
into a Landscape License
Agreement with the City
that clarifies the individuals
or entities responsible for
maintenance of any
landscaping installed in
areas outside of land
dedicated as public park
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527400v4 SJS LA515-47
and open space on the final
plat.
The Developer shall pay
the City a cash donation of
$1,000,000.00 upon the
Royal Golf Club at Lake
Elmo 3rd Addition final plat
being approved by the City,
or upon approval by the
City of that phase of the
development where the
Tartan Park ballfields are
no longer able to be used
by the City, whichever
happens first.
A temporary access road
providing access to the
Outlot N, Royal Golf Club at
Lake Elmo 1st Addition lift
station and sanitary
manhole structures along
Outlot R must be provided
by the Developer. The
Developer also hereby
agrees to pave such road
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527400v4 SJS LA515-47
within one year from the
date that the lift station is
operational.
The Developer shall pay
the City a park dedication
fee of $106,557 for required
trees not planted within the
2nd Addition as per Section
19 (C) of this Agreement.
This fee was calculated as
follows: [($500 X 969 2.5-
caliper inch trees reduced
within the entire preliminary
plat area) / 291 Single
Family Lots within all
phases of the Subdivision X
64 Single Family Lots
within the 1st Addition].
That open space within
the shorelands of the
residential development
(specifically Outlots C, D,
F, and the rest of Outlot L)
be protected with a
conservation easement,
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527400v4 SJS LA515-47
deed restriction, covenant,
or other instrument. Such
document(s) must be
provided for review by the
City Attorney and be
executed prior to final plat
approval.
A.
31 MISCELLANEOUS.
A. The Developer may not
assign this Agreement
without the written
permission of the City
Council. The Developer's
obligations hereunder shall
continue in full force and
effect even if the Developer
sells one or more lots, the
entire Property, or any
portion of it.
B. Retaining walls that require
a building permit shall be
constructed in accordance
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527400v4 SJS LA515-47
with plans and
specifications prepared by
a professional engineer
licensed by the State of
Minnesota. Following
construction, a certification
signed by the design
engineer shall be filed with
the City Engineer
evidencing that the
retaining wall was
constructed in accordance
with the approved Plans.
All retaining walls identified
on the Plans or by special
conditions referred to in this
Agreement shall be
constructed before any
other building permit is
issued for a lot on which a
retaining wall is required to
be built.
C. Legal documents regarding
homeowner association
documents, covenants, and
restrictions shall be
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527400v4 SJS LA515-47
submitted to the City prior
to recording of the final plat
for review and approval by
the City Attorney.
D. The Developer shall take
out and maintain or cause
to be taken out and
maintained until six (6)
6months after the City has
accepted the public
Subdivision 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 $500,000 for one
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527400v4 SJS LA515-47
person and $1,500,000 for
each occurrence; limits for
property damage shall be
not less than $200,000 for
each occurrence; or a
combination single limit
policy of $1,500,000 or
more. The City shall be
named as an additional
insured on the policy, and
the Developer shall file with
the City a certificate of
insurance evidencing
coverage prior to the City
signing the plat. The
certificate shall provide that
the City must be given thirty
(30)30 days’ advance
written notice of the
cancellation of the
insurance.
E. Third parties shall have no
recourse against the City
under this Agreement.
F. If any portion, section,
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527400v4 SJS LA515-47
subsection, sentence,
clause, paragraph, or
phrase of this Agreement is
for any reason held invalid,
such decision shall not
affect the validity of the
remaining portion of this
Agreement.
G. The action or inaction of the
City shall not constitute a
waiver or amendment to
the provisions of this
Agreement. To be binding,
amendments or waivers
shall be in writing, signed
by the parties and
approved by written
resolution of the City
Council. The City's failure
to promptly take legal
action to enforce this
Agreement shall not be a
waiver or release.
H. This Agreement shall run
with the land and may be
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527400v4 SJS LA515-47
recorded against the title to
the Property at the
Developer’s expense. The
Developer covenants with
the City, its successors and
assigns, that the Developer
has fee title to the Property
being final platted and has
obtained consents to this
Agreement, in the form
attached hereto, from all
parties who have an
interest in the Property,
including, but not limited to,
mortgagees; that there are
no unrecorded interests in
the Property being final
platted; and that the
Developer will indemnify
and hold the City harmless
for any breach of the
foregoing covenants.
I. Each right, power or
remedy herein conferred
upon the City is cumulative
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527400v4 SJS LA515-47
and in addition to every
other right, power or
remedy, express or implied,
now or hereafter arising,
available to City, at law or
in equity, or under any
other agreement, and each
and every right, power and
remedy herein set forth or
otherwise so existing may
be exercised from time to
time as often and in such
order as may be deemed
expedient by the City and
shall not be a waiver of the
right to exercise at any time
thereafter any other right,
power or remedy.
J. The Developer represents
to the City that the
Subdivision and the
Subdivision Improvements
comply or will comply with
all City, County,
metropolitan, state, and
federal laws and
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527400v4 SJS LA515-47
regulations, including but
not limited to: subdivision
ordinances, zoning
ordinances, and
environmental regulations.
If the City determines that
the Subdivision is not in
compliance, the City may,
at its option, refuse to allow
construction or
development work in the
Subdivision until it is
brought into compliance.
Upon the City’s demand,
the Developer shall cease
work until there is
compliance.
32. EVENTS OF
DEFAULT. The following
shall be "Events of Default"
under this Agreement and
the term "Event of Default"
shall mean, whenever it is
used in this Agreement,
any one or more of the
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527400v4 SJS LA515-47
following events:
A. Subject to unavoidable
delays, failure by the
Developer to commence
and complete construction
of the public Subdivision
Improvements pursuant to
the terms, conditions and
limitations of this
Agreement.
B. Failure by the Developer to
substantially observe or
perform any material
covenant, condition,
obligation or agreement on
its part to be observed or
performed under this
Agreement.
33. REMEDIES ON
DEFAULT. Whenever
any Event of Default
occurs, the City, subject to
any rights of third parties
agreed to by the City
pursuant to this Agreement,
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527400v4 SJS LA515-47
or otherwise by written,
executed instrument of the
City, may take any one or
more of the following:
A. The City may suspend its
performance under the
Agreement until it receives
assurances from the
Developer, deemed
adequate by the City, that
Developer will cure its
default and continue its
performance under the
Agreement. Suspension of
performance includes the
right of the City to withhold
permits including, but not
limited to, building permits.
B. The City may initiate such
action, including legal or
administrative action, as is
necessary for the City to
secure performance of any
provision of this Agreement
or recover any amounts
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527400v4 SJS LA515-47
due under this Agreement
from the Developer, or
immediately draw on the
Security, as set forth in this
Agreement.
34.
ENFORCEMENT BY
CITY; DAMAGES. The
Developer acknowledges
the right of the City to
enforce the terms of this
Agreement against the
Developer, by action for
specific performance or
damages, or both, or by
any other legally authorized
means. In the event of a
default by the Developer as
to construction or repair of
any of the Subdivision
Improvements or any other
work or undertaking
required by this Agreement,
the City may, at its option,
perform the work and the
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527400v4 SJS LA515-47
Developer shall promptly
reimburse the City for any
expense incurred by the
City. This Agreement is a
license for the City to act,
and it shall not be
necessary for the City to
seek an order from any
court for permission to
enter the Subdivision for
such purposes. If the City
does such work, the City
may, in addition to its other
remedies, levy special
assessments against the
land within the Subdivision
to recover the costs
thereof. For this purpose,
the Developer, for itself and
its successors and assigns,
expressly waives any and
all procedural and
substantive objections to
the special assessments,
including, but not limited to,
hearing requirements, and
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527400v4 SJS LA515-47
any claim that the
assessments exceed the
benefit to the land so
assessed. The Developer,
for itself and its successors
and assigns, also waives
any appeal rights otherwise
available pursuant to
Minnesota Statutes Section
429.081.
The Developer also
acknowledges that its
failure to perform any or all
of the Developer’s
obligations under this
Agreement may result in
substantial damages to the
City; that in the event of
default by the Developer,
the City may commence
legal action to recover all
damages, losses and
expenses sustained by the
City; and that such
expenses may include, but
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527400v4 SJS LA515-47
are not limited to, the
reasonable fees of legal
counsel employed with
respect to the enforcement
of this Agreement.
35. WARRANTY.
During the warranty period,
the Developer warrants that
all Subdivision
Improvements will be free
from defects and that they
will continue to meet all
technical specifications and
standards. During the
warranty period, the
Developer agrees to repair
or replace any Subdivision
Improvement, or any
portion or element thereof,
which shows signs of
failure, normal wear and
tear excepted. If the
Developer fails to repair or
replace a defective
Subdivision Improvement
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527400v4 SJS LA515-47
during the warranty period,
the City may repair or
replace the defective
portion and may use the
Security to reimburse itself
for such costs. The
Developer agrees to
reimburse the City fully for
the cost of all Subdivision
Improvement repair or
replacement if the cost
thereof exceeds the
remaining amount of the
Security. Such
reimbursement must be
made within 45 days of the
date upon which the City
notifies the Developer of
the cost due under this
paragraph. The Developer
hereby agrees to permit the
City to specially assess any
unreimbursed costs against
any lots in the Subdivision
which have not been sold
to home buyers if the
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527400v4 SJS LA515-47
Developer fails to make
required payments to the
City. The Developer, on
behalf of itself and its
successors and assigns,
acknowledges the benefit
to the lots within the
Subdivision of the repair or
replacement of the
Subdivision Improvements
and hereby consents to
such assessment and
waives the right to a
hearing or notice of hearing
or any appeal thereon
under Minnesota Statutes,
Chapter 429.
A. The required warranty
period for all work relating
to the public sewer and
water shall be two (2)2
years from the date of final
written City acceptance of
the work.
B. The required warranty
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527400v4 SJS LA515-47
period for all work relating
to street construction,
including concrete curb and
gutter, sidewalks and trails,
materials and equipment
shall be subject to one (1)1
year from the date of final
written acceptance of the
work.
C. The required warranty
period for sod, trees, and
landscaping is two (2)2
years from the date of final
written City acceptance of
the installation.
36. SUMMARY OF
SECURITY
REQUIREMENTS. To
guarantee compliance with
the terms of this
Agreement, payment of
special assessments,
payment of the costs of all
public Subdivision
Improvements, and
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527400v4 SJS LA515-47
construction of all public
Subdivision Improvements,
the Developer shall furnish
the City with an irrevocable
letter of credit or a cash
escrow or a combination of
a cash escrow and letter of
credit (the “Security") in the
amount of
$3,232,171__________.
The bank originating the
letter of credit shall be
determined by the City to
be solvent and
creditworthy. The letter of
credit shall substantially be
in the form attached to this
Agreement and must be
approved by the City. The
amount of the Security was
calculated as itemized on
Exhibit C. If at any time the
City reasonably determines
that the bank issuing the
letter of credit no longer
satisfies the City’s
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527400v4 SJS LA515-47
requirements regarding
solvency and
creditworthiness, the City
shall notify the Developer
and the Developer shall
provide to the City within 45
days a substitute for the
letter of credit from another
bank meeting the City’s
requirements. If the
Developer fails to provide
the City within 45 days with
a substitute letter of credit
from an issuing bank
satisfactory to the City, the
City may draw under the
existing letter of credit.
This breakdown is
for historical reference; it is
not a restriction on the use
of the Security. The City
may draw down the
Security, without notice, for
any violation of the terms of
this Agreement or if the
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527400v4 SJS LA515-47
Security is allowed to lapse
prior to the end of the
required term. If the
required public Subdivision
Improvements are not
completed at least thirty
(30) days prior to the
expiration of the Security,
the City may also draw it
down. If the Security is
drawn down, the proceeds
shall be used by the City to
cure the default.
37. REDUCTION OF
SECURITY. Upon written
request by the Developer
and upon receipt of proof
satisfactory to the City
Engineer that work has
been completed in
accordance with the
approved Plans and the
terms of this Agreement
and that all financial
obligations to the City have
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527400v4 SJS LA515-47
been satisfied, the City
Engineer may approve
reductions in the Security in
the following instances:
A. Upon completion of
grading operations,
including temporary site
restoration. The Developer
must submit an as-built
grading survey to the City
that at a minimum
establishes the as-built
grades at all lot corners and
downstream drainage
conveyance systems and
storm water ponds. Upon
inspection of the site and
approval of the as-built
survey by the City, 100
percent, or
$_____________________
____, of the Security
associated with grading
may be released. This
Security reduction does not
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527400v4 SJS LA515-47
include amounts related to
erosion and sedimentation
control.
B. Up to 75 percent of the
Security associated with
the itemization on Exhibit
C may be released upon
completion of the following
key milestones of the
project as determined by
the City Engineer:
1. Construction Categories 2
and 3: The amount of
$685,340_____________
may be released when all
sanitary sewer and
watermain utilities have
been installed, all testing
and televising has been
successfully completed,
sanitary sewer as-built
inverts have been verified,
and the utilities are
considered ready for use by
the City Engineer.
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527400v4 SJS LA515-47
2. Construction Categories 4
and 5: The amount of
$1,320,002_____________
___ may be released when
all streets, sidewalks, and
storm sewer have been
installed and tested, and
have been found to be
complete to the satisfaction
of the City Engineer
including all corrective work
for any identified punch list
items and including
verification of storm sewer
as-built inverts, but not
including the final wear
course.
3. Construction Categories 6-
10 and 14-17: The amount
of
$114,567______________
_ may be released when all
remaining Developer’s
obligations under this
Agreement have been
completed including: (1)
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527400v4 SJS LA515-47
bituminous wear course; (2)
street lighting and private
utilities; (3) trails; (4) bio
retention facilities; (5) iron
monuments for lot corners
have been installed; (3) all
financial obligations to the
City satisfied; (4) the
required "record" plans in
the form of the City
standards have been
received and approved by
the City; and (5) the public
Subdivision Improvements
are accepted by the City
Engineer and the City
Council.
4. Construction Categories
11, 12 and 13: The amount
of
$304,219______________
__ may be released when
landscaping Subdivision
Improvements have been
installed to the satisfaction
of the City Landscape
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527400v4 SJS LA515-47
Architect including all
corrective work for any
identified punch list items.
C. Twenty-five (25) percent of
the original Security
amount, excluding grading
and landscaping
improvements shall be
retained until: (1) all
Subdivision Improvements
have been fully completed
and accepted by the City,
including all corrective work
and warranty punch list
items; (2) all financial
obligations to the City have
been satisfied; and (3) the
warranty period has
expired.
D. Twenty-five percent (25%)
of the original Security
amount associated with
landscaping shall be
retained by the City until:
(1) all landscaping
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527400v4 SJS LA515-47
Subdivision Improvements
have been fully completed
and accepted by the City,
including all corrective work
and warranty punch list
items being completed by
the Developer; (2) all
financial obligations to the
City have been satisfied;
and (3) the warranty period
has expired.
E. In addition to the above
project milestone based
Security reductions, the
Developer may submit a
written request and upon
receipt of proof satisfactory
to the City Engineer that
work is progressing in
accordance with the
approved Plans and the
terms of this Agreement
and that all financial
obligations to the City have
been satisfied, the City
Engineer may approve a
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one-time reduction in the
Security for Construction
Categories 2-5 in an
amount not to exceed fifty
(50)50 percent of the initial
Security amount. This one-
time Security reduction
does not apply to
Categories 4-5 if boulevard
sidewalks or trails have not
been installed.
F. It is the intent of the parties
that the City at all times
have available to it Security
in an amount adequate to
ensure completion of all
elements of the Subdivision
Improvements and other
obligations of the
Developer under this
Agreement, including fees
or costs due to the City by
the Developer. To that end
and notwithstanding
anything herein to the
contrary, all requests by the
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Developer for a reduction
or release of the Security
shall be evaluated by the
City in light of that principle.
38. SUMMARY OF
CASH
REQUIREMENTS. The
following is a summary of
the cash requirements
under this Agreement
which must be paid to the
City prior to recording the
final plat:
Sewer Availability Charge
(SAC): $192,000
Water Availability Charge
(WAC): $192,000
Park Dedication per
Section 22:: $134,464
AUAR Fee: $
Park Dedication per
Section19 (C): $106,557
Special Assessments Due: $
Street Light Operating Fee: $645
City Base Map Upgrading
($25.00 per REU): $1600
City Engineering
Administration Escrow: $50,000
TOTAL CASH
REQUIREMENTS: $677,266
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39. NOTICES.
Required notices to the
Developer shall be in
writing, and shall be either
hand delivered to the
Developer, its employees
or agents, or mailed to the
Developer by certified mail
at the following address: :
11074 Radisson Road NE,
Blaine, MN 55449, Attn:
Hollis Cavner.
______________________
____. Notices to the City
shall be in writing and shall
be either hand delivered to
the City Administrator, or
mailed to the City by
certified mail in care of the
City Administrator at the
following address: Lake
Elmo City Hall, 3800
Laverne Avenue N. Lake
Elmo, Minnesota 55042.
40. EVIDENCE OF
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TITLE. Developer shall
furnish the City with
evidence of fee ownership
of the property being
platted by way of an
attorney’s title insurance
policy dated not earlier than
thirty (30) days prior to the
execution of the plat.
41. COMPLIANCE
WITH LAWS. The
Developer agrees to
comply with all laws,
ordinances, regulations,
and directives of the state
of Minnesota and the City
applicable to the
Subdivision. This
Agreement shall be
construed according to the
laws of the Minnesota.
42.
SEVERABILITY. In
the event that any provision
of this Agreement shall be
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527400v4 SJS LA515-47
held invalid, illegal, or
unenforceable by any court
of competent jurisdiction,
such holding shall pertain
only to such section and
shall not invalidate or
render unenforceable any
other provision of this
Agreement.
43. NON-WAIVER.
Each right, power, or
remedy conferred upon the
City by this Agreement is
cumulative and in addition
to every other right, power
or remedy, express or
implied, now or hereafter
arising, or available to the
City at law or in equity, or
under any other agreement.
Each and every right,
power, and remedy herein
set forth or otherwise so
existing may be exercised
from time to time as often
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527400v4 SJS LA515-47
and in such order as may
be deemed expedient by
the City and shall not be a
waiver of the right to
exercise at any time
thereafter any other right,
power, or remedy. If either
party waives in writing any
default or nonperformance
by the other party, such
waiver shall be deemed to
apply only to such event
and shall not waive any
other prior or subsequent
default.
44.
COUNTERPARTS.
This Agreement may be
executed simultaneously in
any number of
counterparts, each of which
shall be an original and
shall constitute one and the
same Agreement.
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102
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CITY OF LAKE ELMO
By: ____________ __________________
Its: Mayor
By: __________________ _____________
Its: City Clerk
STATE OF MINNESOTA
)
) ss.
COUNTY OF
WASHINGTON )
The foregoing instrument
was acknowledged before
me this ___ day of
________________,
20___, by
______________________
and
____________________,
the Mayor and City Clerk,
respectively, of the City of
Lake Elmo, a Minnesota
municipal corporation, on
behalf of the corporation
and pursuant to the
authority granted by its City
Council.
NOTARY PUBLIC
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DEVELOPER
By:
______________________
_____________
Its:
______________________
_____________
STATE OF MINNESOTA
)
) ss.
COUNTY OF )
The foregoing instrument
was acknowledged before
me this ___, day of
_________________,
20___, by
______________________
_, the
______________________
_of
______________________
______________.
NOTARY PUBLIC
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DRAFTED BY:
City of Lake Elmo
3800 Laverne Avenue North
Lake Elmo, MN 55042
(651) 747-3901
FEE OWNER
CONSENT TO
DEVELOPMENT
AGREEMENT
, fee owners of all or part of the sub
portion of the subject
property owned by them.
Dated this day of , 2 .
STATE OF MINNESOTA
)
) ss.
COUNTY OF )
The foregoing instrument
was acknowledged before
me this ____ day of
_____________, 20___.
NOTARY PUBLIC
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527400v4 SJS LA515-47
DRAFTED BY:
City of Lake Elmo
3800 Laverne Avenue North
Lake Elmo, MN 55042
(651) 747-3901
MORTGAGE
CONSENT TO
DEVELOPMENT
AGREEMENT
, which holds a mortgage on the Pr
Dated this day of , 2 .
STATE OF MINNESOTA
)
) ss.
COUNTY OF )
The foregoing instrument
was acknowledged before
me this ___ day of
________________,
20___, by
______________________
______________________
___________________.
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527400v4 SJS LA515-47
NOTARY PUBLIC
DRAFTED BY:
City of Lake Elmo
3800 Laverne Avenue North
Lake Elmo, MN 55042
(651) 747-3901
CONTRACT
PURCHASER
CONSENT TO
DEVELOPMENT
AGREEMENT
, which/who has a contra
the provisions as the same
may apply to that portion of
the Property in which there
is a contract purchaser's
interest.
Dated this ___ day of
________________,
20___.
STATE OF MINNESOTA
)
) ss.
COUNTY OF )
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527400v4 SJS LA515-47
The foregoing instrument
was acknowledged before
me this ___ day of
_______________, 20___,
by
______________________
______________________
____________________.
NOTARY PUBLIC
DRAFTED BY:
City of Lake Elmo
3800 Laverne Avenue North
Lake Elmo, MN 55042
(651) 747-3901
EXHIBIT A TO
DEVELOPMENT
CONTRACT
Legal Description of
Property Being Final
Platted as
Outlot S, Royal Golf Club at
Lake Elmo 1st Addition
EXHIBIT B TO
DEVELOPMENT
CONTRACT
List of Plan Documents
B-2
527400v4 SJS LA515-47
The following documents
prepared by
__________________,
Carlson McCain and
Pioneer
Engineering____________
____, collectively constitute
the Plans:
THOSE DOCUMENTS BY
AS FOLLOWS:
B-3
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B-4
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B-5
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B-6
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B-7
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B-8
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B-9
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B-10
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B-11
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B-12
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B-13
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B-14
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B-15
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B-16
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B-17
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B-18
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B-19
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B-20
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B-21
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B-22
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B-23
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B-24
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B-25
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B-26
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B-27
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B-28
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B-29
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B-30
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B-31
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B-32
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B-33
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B-34
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B-35
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B-36
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B-37
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EXHIBIT C TO
DEVELOPMENT
CONTRACT
Subdivision
Improvements
Cost/Security Amount
Estimate
CONSTRUCTION
CATEGORY
COST
125%percent
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527400v2 SJS LA515-47
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49
527400v2 SJS LA515-47
g
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A
L
S
(reserved for recording information)
DEVELOPMENT AGREEMENT
(Public sewer and water)
Royal Golf Club at Lake Elmo 2nd Addition
THIS DEVELOPMENT AGREEMENT is dated ______________, 2018, by and between the
CITY OF LAKE ELMO, a Minnesota municipal corporation (the “City”) and Royal Development,
Inc., a Minnesota corporation (the “Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a
plat for The Royal Golf Club at Lake Elmo 2nd Addition (referred to in this Agreement as the
50
527400v2 SJS LA515-47
“Subdivision”). The property being platted is situated in the County of Washington, State of
Minnesota, and is legally described on Exhibit A.
2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Subdivision on
condition that the Developer enter into this Agreement, furnish the security required by it, and
record the plat with the County Recorder or Registrar of Titles within 120 days after the City
Council approves the final plat.
3. RIGHT TO PROCEED. This Agreement is intended to regulate the development of
the Property and the construction therein of certain public and private improvements. The
Developer may not grade or otherwise disturb the earth, remove trees or construct public or
private improvements or any buildings within the Subdivision until all the following conditions
precedent have been satisfied:
A. the Developer has caused H.C. Golf Land, LLC to provide an executed deed conveying
fee title of Outlots B, F, I, and K to the City and provided copies of the executed deeds
to the City for recording with Washington County;
B. the Developer has executed and recorded with Washington County all drainage and
utility easements required for the Subdivision by the City Engineer and Public Works
Director in the City’s standard form or the easements have been dedicated to the City
on the plat;
C. the Developer has executed and recorded with Washington County the storm water
maintenance and easement agreement in the City’s standard form;
D. this Agreement has been executed by the Developer and the City;
E. the required Security (as hereinafter defined) have been received by the City from or on
behalf of the Developer;
F. final construction plans and specifications have been submitted by the Developer and
approved by the City Engineer;
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527400v2 SJS LA515-47
G. the Developer has paid the City for all legal, engineering and administrative expenses
incurred by the City regarding the City approvals and has given the City the additional
City Engineering Administration Escrow required by this Agreement;
H. the Developer has paid any outstanding assessments and taxes for the property or
property being deeded to the City;
I. the Developer has escrowed money with the City in amount sufficient to pay the
estimated property taxes attributable to Outlots B, F, I, and K for 2019 if the City does
not take ownership of the outlots before July 1, 2018.
J. the Developer has fulfilled any park dedication requirements as specified under this
Agreement;
K. the Developer has received all necessary permits from the MPCA, MDH, DNR,
applicable watershed, Washington County, and any other agency having jurisdiction
over the Subdivision;
L. the Developer has provided the City with a certificate of insurance required by this
Agreement;
M. the Developer or the Developer’s engineer and the Developer’s contractor(s) have
initiated and attended a preconstruction meeting with the City Engineer, and City staff;
N. the final plat has been recorded with Washington County;
O. all homeowners’ association declarations, covenants, and restrictions have been
submitted, reviewed and approved by the City Attorney;
P. a title insurance policy has been issued in the amount of $100,000 in favor of the City
insuring Outlots B, F, I, and K and the City’s interests as they appear on the plat; and
Q. the City has issued a written notice that all above conditions have been satisfied and
that the Developer may proceed.
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527400v2 SJS LA515-47
4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat,
the City may refuse to approve final plats of subsequent phases of the development if the
Developer is not in compliance with any term of this Agreement and the non-compliance has not
been remedied. Development of subsequent phases of the development may not proceed until
development agreements for such phases are approved by the City. Park dedication charges
and availability charges for sewer and water referred to in this Agreement are not being
imposed on outlots that are designated in the plat for future subdivision into lots and blocks, if
any, in the plat. Such charges will be calculated and imposed when these outlots, if any, are
platted into lots and blocks.
5. PRELIMINARY PLAT STATUS. If the Subdivision is a phase of a multi-phased
preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be
void unless final platted into lots and blocks, not outlots, within five years after preliminary plat
approval.
6. CHANGES IN OFFICIAL CONTROLS. For five years from the date of this
Agreement, no amendments to the City's Comprehensive Plan or official controls shall apply to
or affect the use, development density, lot size, lot layout or dedications of the approved final
plat unless required by state or federal law or agreed to in writing by the City and the Developer.
Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent
permitted by state law, the City may require compliance with any changes to the City's
Comprehensive Plan, official controls, including, but not limited to, any platting or dedication
requirements enacted after the date of this Agreement.
7. DEVELOPMENT PLANS. The Developer agrees to develop the Property in
accordance with the City approvals, including the terms and conditions of approval of the final
plat as detailed in City Council Resolution No. 2018-062, and City Council Resolution No.
2018[1]-____ and to construct all improvements in accordance with the approved construction
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527400v2 SJS LA515-47
plans and specifications (collectively, the “Plans”) prepared by a professional engineer
registered in the State of Minnesota at its sole expense. All terms and conditions of the City
approvals are hereby incorporated by reference into this Agreement. The documents which
constitute the Plans are those on file with and approved by the City and are listed on Exhibit B
attached hereto. The Plans may not be modified by the Developer without the prior written
approval of the City.
8. IMPROVEMENTS. In developing the Subdivision in accordance with the Plans, the
Developer shall make or install at its sole expense the following public and private
improvements (collectively, the “Subdivision Improvements”):
A. Grading and erosion control;
B. Sanitary sewer;
C. Water system improvements;
D. Stormwater improvements (storm sewer pipe, control structures, ponds, BMPs,
etc.);
E. Streets and sidewalks;
F. Trails;
G. Underground private utilities;
H. Landscaping;
I. Street lighting and signage;
J. Intersection improvements (turn lanes, by-pass lanes, traffic control, etc.);
K. Tree preservation and reforestation;
L. Wetland mitigation and buffers; and
M. Monuments required by Minnesota Statutes.
All improvements shall be installed in accordance with the approved Plans, the City
approvals, the City Code, the City’s Engineering Design and Construction Standards Manual,
and the City’s Landscape and Irrigation Standards. The Developer shall instruct its engineer to
provide adequate field inspection personnel to assure an acceptable level of quality control to
the extent that the Developer's engineer will be able to certify that the construction work meets
the approved Plans, the City approvals, the City Code, the City’s Engineering Design and
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527400v2 SJS LA515-47
Construction Standards Manual, and the City’s Landscape and Irrigation Standards as a
condition of City acceptance. In addition, the City may, at the City's discretion and at the
Developer's expense, have one or more City inspectors or a soil engineer inspect the
Developer’s work on a full or part-time basis. The Developer's engineer shall provide for on-site
project management. The Developer's engineer is responsible for design changes and contract
administration between the Developer and the Developer's contractor.
9. CITY ADMINISTRATION AND CONSTRUCTION OBSERVATION.
At the time of the City’s approval of the final plat for the Subdivision, the Developer shall submit
to the City an amount to be escrowed by the City for City administration and construction
observation costs in an amount provided under paragraph 36 of this Agreement - Summary of
Cash Requirements. Thereafter, the Developer shall reimburse the City each month, within 30
days of receiving an invoice, for all administration and construction observation costs incurred
by the City during the construction of the Subdivision Improvements by the City’s engineering,
public works, planning, and landscape architecture staff and consultants. After 30 days of the
invoice, the City may draw upon the escrow and stop the work on site until the escrow has been
replenished in its full amount. City administration and oversight will include monitoring of
construction progress and construction observation, consultation with the Developer and the
Developer’s professionals on status or problems regarding the project, coordination for testing,
final inspection and acceptance, project monitoring during the warranty period, and processing
of requests for reduction in the Security. Construction observation shall include, at the
discretion of the City, part or full time inspection of proposed public utilities and street
construction. Services will be billed by the City on an hourly basis.
The direction and review provided by the City through the inspection of the Subdivision
Improvements should not be considered a substitute for the Developer-required management of
the construction of the Subdivision Improvements. The Developer must require the Developer’s
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527400v2 SJS LA515-47
contractor(s) to furnish the City with a schedule of proposed operations at least five days prior to
the commencement of construction of each type of Subdivision Improvement. The City shall
inspect all Developer-installed Subdivision Improvements during and after construction for
compliance with the Plans, the City approvals, the City Code, the City’s Engineering Design and
Construction Standards Manual, and the City’s Landscape and Irrigation Standards. The
Developer will notify the City at such times during construction as the City requires for
inspection purposes. Such inspection is pursuant to the City’s governmental authority, and no
agency or joint venture relationship between the City and the Developer is thereby created.
10. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees,
and City Planning Commission members, and corporations, partnerships, and other entities in
which such individuals have greater than a 25 percent ownership interest or in which they are
an officer or director may not act as contractors or subcontractors for the Subdivision
Improvements identified in Paragraph 8 above.
11. TIME OF PERFORMANCE. The Developer shall install all required Subdivision
Improvements by October 31, 2018, with the exception of the final wear course of asphalt on
streets and sidewalks. The Developer shall install the bituminous wearing course of streets
after the first course has weathered a winter season, consistent with warranty requirements,
however, final acceptance of the Subdivision Improvements by the City will not be granted until
all work is completed, including the final wear course. 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 amending this Agreement to
reflect the extended completion date. Final wear course placement outside of this time frame
must have the written approval of the City Engineer.
12. MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible
for all maintenance of the Subdivision Improvements including the snow plowing of the streets,
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527400v2 SJS LA515-47
roads and alleys until the Subdivision Improvements are accepted by the City in writing. The
Developer is also responsible to locate all underground utilities until the Subdivision is accepted
in writing by the City. Warning signs shall be placed by the Developer when hazards develop in
streets to prevent the public from traveling on same and to direct attention to detours. If and
when streets become impassable, such streets shall be barricaded and closed by the
Developer. In the event residences are occupied prior to completing streets, the Developer
shall maintain a smooth surface and provide proper surface drainage to ensure that the streets
are passable for traffic and emergency vehicles. The Developer shall be responsible for
keeping streets within and without the Subdivision clean and clear of dirt and debris that may
spill, track, or wash onto the street from the Developer’s operations. The Developer shall
contract for street cleaning for streets within and immediately adjacent to the Subdivision. At a
minimum, scraping and sweeping shall take place on a weekly basis.
Prior to the City’s acceptance of the streets the City may agree, at the City’s sole
discretion, to keep the streets open during winter months by plowing snow. The City will
consider snow plowing streets on a case by case basis and under the following conditions: 1)
the Developer must request in writing the streets it is requesting to be plowed by the City, with
such request received prior to October 1st of each winter season that plowing is requested; 2)
there must be residences along the street; 3) for streets that do not have the bituminous wear
course placed, the Developer must install paved wedges along all curb lines and catch basins of
the street; 4) gate valves and manholes must be level with the pavement surface; 5) street
curves, center medians, and other protrusions in the right-of-ways must be delineated with “HI-
VIS” fiberglass stakes; 6) a site review must be scheduled by the Developer and conducted with
the City’s Public Works Department with the Developer in attendance to review the streets that
are being requested to be plowed prior to the commitment of plowing by the City; 7) the
Developer must agree not to hold the City responsible for any damage caused by snow plowing
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operations to the streets, curb and gutter, manholes, catch basins or other infrastructure; and 8)
the Developer shall enter into an agreement with the City for plowing of the streets.
13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the Property to perform all work and inspections deemed
appropriate by the City in conjunction with the development of the Property and this Agreement.
14. CONSTRUCTION ACCESS. Construction traffic access and egress for grading,
public utility construction, and street construction is restricted to access the Subdivision via 10th
Street North. No construction traffic is permitted on other adjacent local streets.
15. CONSTRUCTION SEQUENCE AND COMPLIANCE. The City will require the
Developer to construct the Subdivision Improvements in a sequence which will allow progress
and compliance points to be measured and evaluated. The Developer and the Developer’s
representatives are required to supervise and coordinate all construction activities for all
Subdivision Improvements and must notify the City in writing stating when the work is ready for
the inspection at each of the measurable points defined in the following paragraphs.
16. EROSION CONTROL. All construction regarding the Subdivision Improvements shall
be completed in a manner designed to control erosion and in compliance with the City Code, the
City’s Engineering Design and Construction Standards Manual, all watershed district permits,
the Minnesota Pollution Control Agency’s best management practices, and other requirements
including the City’s permit with the Minnesota Pollution Control Agency for the municipal
separate storm sewer system program. Prior to initiating any work on the site, an erosion
control plan must be implemented by the Developer and inspected and approved by the City.
Erosion and sediment control measures shall be coordinated with the various stages of
development. The City may impose additional erosion control requirements at any stage in
development as deemed necessary to maintain a compliant site. All areas disturbed for site
improvements must be reseeded by the Developer promptly after the work in the area is
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complete unless construction of the next stage of the improvements will begin in that area within
seven days. The parties recognize that time is of the essence in controlling erosion.
If the Developer does not comply with the erosion control plan and schedule or
supplementary instructions received from the City, the City may take such action as it deems
appropriate to control erosion. The City will endeavor to notify the Developer in advance of any
proposed action, but failure of the City to do so will not affect the Developer's and City's rights or
obligations hereunder. If the Developer does not reimburse the City for any cost the City
incurred for such work within 10 days, the City may draw down the Security to pay any costs.
No development, utility or street construction will be allowed and no building permits will be
issued by the City unless the Subdivision is in full compliance with the approved erosion control
plan.
If building permits are issued prior to the acceptance of public Subdivision
Improvements, the Developer assumes all responsibility for erosion control compliance
throughout the Subdivision and the City may take such action as allowed by this Agreement
against the Developer for any noncompliant issue as stated above. Erosion control plans for
individual lots will be required in accordance with the City’s building permit requirements, or as
required by the City or City Engineer.
17. SITE GRADING. In order to construct the Subdivision Improvements and otherwise
prepare the Property for development, it will be necessary for the Developer to grade the
Subdivision. All grading must be done in compliance with this Agreement and the approved
grading plans. Within 30 days after completion of the grading, the Developer shall provide the
City with an “as built” grading plan and a certification by a registered land surveyor or engineer
as required in the City’s Engineering Design and Construction Standards Manual.
18. STREET AND UTILITY IMPROVEMENTS. All storm sewers, sanitary sewers,
watermain, and streets, including turn lane and intersection improvements, shall be installed in
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accordance with the approved Plans, the City approvals, the City Code, and the City’s
Engineering Design and Construction Standards Manual. Curb and gutter, the first lift of the
bituminous streets, sidewalks, boulevards graded, street signs installed, and all restoration work
on the site shall be completed in accordance with the approved Plans. Once the work is
completed, the Developer or the Developer’s representative shall submit a written request to the
City asking for an inspection of the initial improvements. The City will then schedule a walk-
through to create a punch list of outstanding items to be completed. Upon receipt of the written
punch list provided by the City, the punch list items must be completed by the Developer and
the City notified to re- inspect the improvements. The final bituminous wear course shall be
installed by the Developer after the first bituminous course has weathered a winter season.
Prior to placement of the final bituminous wear course, the Developer shall repair or replace all
broken or failing curbs, sidewalks and damaged or settled streets as determined by the City
from a pre-wear course walk through inspection.
19. LANDSCAPING AND TREE REPLACEMENT IMPROVEMENTS.
A. The Developer agrees to install landscaping in accordance with the approved
Plans, the City approvals, the City Code, the City’s Engineering Design and
Construction Standards Manual, and the City’s Landscape and Irrigation
Standards. All landscaping materials such as trees, shrubs, grasses, or other
vegetation installed by the Developer must be warrantied and maintained for a
period of two years, with the exception of trees planted on lots that have villa or
single family homes, which are not required to be warrantied. The two year
warranty period for landscaping materials shall be deemed to start once all
required landscaping identified as responsibility of Developer in the approved
Plans for such phase has received acceptance by the City. The Developer agrees
to have the installer of the landscaping complete an inspection 30 days prior to the
end of the two year warranty period and provide the City with a written report
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identifying the condition of all landscaping. In the event that any landscaping
installed by the Developer is deemed through this inspection to be in poor condition
or dead, the Developer is to replace the landscaping with like kind materials or as
otherwise approved by the City.
B. The Developer shall be responsible for maintaining regular watering, fertilizing, and
over-seeding necessary to establish final lawns and yards as identified in the
approved Plans for outlots, public rights-of-way, and any disturbed areas outside
the Subdivision boundaries according to a landscape maintenance plan approved
by the City. The Developer agrees to achieve “substantial performance” on all
seeded or sodded lawns and yards disturbed during the construction of Subdivision
Improvements. For the purpose of this Agreement “substantial performance” shall
be defined for areas seeded or sodded with a turf or lawn mix as “square foot turf
areas with an average blade height of three inches free of eroded, bare, or dead
spots and free from perennial weeds or unwanted grasses with no visible surface
soil.” For areas seeded with a native grass or flower mix “substantial performance”
shall be defined as “square foot native grass or flower areas with an average
height of eight inches free of eroded, bare, or dead spots and no visible surface
soil.”
C. Notwithstanding anything herein to the contrary, the City has agreed to reduce the
number of required trees the Developer is required to plant within the Subdivision
from 3800 to 2912 as such number is reflected in the revised landscape plans on
file with the City. However, in addition to planting the number of trees required by
this paragraph, the Developer agrees that it will require that at least two trees be
planted on lots that have villa homes and at least four trees be planted on lots that
have single family homes. These trees are not to be counted towards the number
of trees that are required by this paragraph to be planted by the Developer. All
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trees planted on villa or single family home lots must be planted before the building
permit escrow will be released by the City. The Developer may further reduce the
number of trees that it is required to plant within the Subdivision by: (i)
implementing woodland management or pollinator friendly native seeding practices
within the Subdivision, in a manner approved by the City’s Landscape Architect,
provided that the number of trees that may be removed from the Developer’s
plantings will be agreed upon by the Developer and the City at the time such
practices are approved; or (ii) paying to the City a per-tree parkland dedication fee
of $500.00 per 2.5 caliper inch tree that the Developer elects not to plant within the
Subdivision.
D. In consideration for the reduction in the number of trees to be planted by Developer
in accordance with paragraph 19 (C) above, the Developer will pay a proportionate
share of the total per tree parkland dedication fee for each phase of the Subdivison
based upon the number of Single Family Lots within each phase. For the initial
phase of the Subdivision, the Developer has paid in full the required parkland
dedication fee, receipt of which is acknowledged by the City. For the 2nd Addition,
the Developer will pay the City $106,557.00 in parkland dedication fees [($500 X
969 2.5 caliper inch trees reduced within the entire plat area) / 291 Single Family
Lots within all phases of the Subdivision X 64 Single Family Lots within the 2nd
Addition].
20. SIGNAGE, STREET LIGHTING AND OTHER UTILITIES. The Developer agrees
to install street signs, traffic and parking signs, and pavement markings within the Subdivision
all in accordance with the approved Plans and the City Engineering Design Standards Manual.
Street and traffic sign details shall be submitted by the Developer to the City for approval prior to
installation. In addition, the Developer shall be responsible for the cost and all coordination
work to extend private utilities along with street lighting within the Subdivision all in accordance
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with the approved plans and right-of-way permits.
21. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction
required by this Agreement, the Subdivision Improvements lying within public easements shall
become City property. Prior to acceptance of the public Subdivision Improvements by the City,
the Developer must furnish the City with a complete set of reproducible "record" plans and an
electronic file of the "record" plans in accordance with the City’s Engineering Design and
Construction Standards Manual together with the following affidavits:
- Developer/Developer Engineer’s Certificate
- Land Surveyor’s Certificate
certifying that all construction has been completed in accordance with the terms of this
Agreement. All necessary forms will be furnished by the City. Upon receipt of “record plans”
and affidavits, and upon review and verification by the City Engineer that the public Subdivision
Improvements have been completed in accordance with the terms of this Agreement, the City
Engineer will accept the completed public Subdivision Improvements.
22. PARK DEDICATION. The Developer shall dedicate or convey 8.8 acres of land and
pay a cash contribution of $611,457.00 in satisfaction of the City's park dedication requirements
for the entire Subdivision, all phases, to be dedicated incrementally with each phase of the
development. The park dedication for the entire Subdivision was calculated as follows:
$800,000.00 (10 percent of $8,000,000 (the total appraised value of the entire Subdivision), less
$188,543 for the total appraised value of the land being conveyed to the City for trails (8,085
lineal feet of trail with a 30 foot wide corridor, less 5,010 square feet of buffer encroachment).
In the second phase, the Developer shall cause H.C. Golf Land, LLC to deed Outlot B
(4.3 gross acres of land) to the City upon the recording of the final plat and shall pay a cash
contribution of $134,464.00 to satisfy the City’s park dedication requirements for the second
phase. The second phase park dedication was calculated as follows: 64 lots at $2,101.00 per lot
($2,749.00 per lot, less $648.00 for the appraised value of land for the trails being conveyed to
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the City per lot). The parties agree that after the transfer of Outlot B pursuant to the terms of
this paragraph, Developer has transferred a total of 5.33 acres to the City leaving 3.47 acres yet
to be transferred.
23. SANITARY SEWER AND WATER UTILITY AVAILABILITY CHARGES (SAC AND
WAC). The Developer shall be responsible for the payment of all sewer availability charges
(SAC) and all water availability charges (WAC) with respect to the Subdivision Improvements
required by the City and any state or metropolitan government agency.
The sewer availability charge (SAC) in the amount of $3,000.00 per REC shall be paid
by the Developer to the City prior to recording the final plat. The total amount to be paid by the
Developer is $192,000.00.
The water availability charge (WAC) in the amount of $3,000.00 per REC shall be paid
by the Developer to the City prior to recording the final plat. The total amount to be paid by the
Developer is $192,000.00.
In addition, a sewer connection charge in the amount of $1,000.00 per REC, a
Metropolitan Council sewer availability charge in the amount of $2,485.00 per REC, and a water
connection charge in the amount of $1,000.00 per REC will be payable by the Developer and
collected by the City at the time the building permit is issued for each lot.
24. STREET LIGHTS. The Developer is responsible for the cost of street light installation
consistent with a street lighting plan approved by the City. Before the City signs the final plat,
the Developer shall post a Security for street light installation consistent with the approved plan.
The required Security is $30,000 and consists of five decorative lights at $6,000 each. The
Developer shall also pay the City $129/light ($645.00) to reimburse the City for the first year
operating costs for the street lights.
25. WETLAND MITIGATION. The Developer shall complete wetland
mitigation/restoration in accordance with the approved Plans and in accordance with any
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applicable Watershed or agency permits. If the mitigation work is found to be incomplete or
restoration is unsuccessful, the City may draw down the Security at any time during the
warranty period to perform the work if the Developer fails to take corrective measures after
being provided reasonable notice by the City.
26. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY.
A. No building permit shall be issued for any lot within the Subdivision, or within a
completed phase of the Subdivision in a City preapproved phasing plan, until such
time that sanitary sewer, water, storm sewer, curbing, trails and one lift of asphalt
has been installed and tested for all public streets; boulevard grading has been
completed within the entire right-of-way (without hold down grading for the future
sidewalk or any other improvements); permanent or temporary street and traffic
control signs are installed; property monuments have been installed and grading
as-built plans have been submitted and approved by the City. A “preapproved
phasing plan” is defined as a phased construction plan that has been submitted by
the Developer and approved by the City in advance of the preconstruction meeting
for the Subdivision. Once the construction has started, the City will not consider
revisions to the phasing plan for the purpose of issuing building permits.
B. Issuance of a single building permit for a “model home” may be authorized by the
City Planning Director prior to the completion of the Subdivision Improvements
described in paragraph 26 (A) above, if there is safe public access to the lot that is
sufficient to allow construction to proceed and there is a grading as-built plan
approved by the City for the lot and all downstream storm water drainage facilities.
However, the City will not issue a certificate of occupancy for any “model home”
until all conditions identified in paragraph 26 (A) above have been completed. The
Developer shall use the model home only for real estate sales purposes and no
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other purposes.
C. Prior to issuance of building permits, wetland buffer monuments shall be placed in
accordance with the City’s zoning ordinance. The monument design shall be
approved by the Planning Department.
D. Breach of the terms of this Agreement by the Developer, including nonpayment of
billings from the City, shall be grounds for denial of building permits, certificates of
occupancy, and withholding of other permits, inspection or actions and the halting
of all work in the Subdivision.
E. If building permits are issued prior to the acceptance of the public Subdivision
Improvements by the City, the Developer assumes all liability and costs resulting in
delays in completion of public Subdivision Improvements and damage to public
Subdivision Improvements caused by the City, the Developer, the Developer’s
contractors, subcontractors, materialmen, employees, agents, or any third parties.
F. If building permits are issued prior to the construction of front yard sidewalks, the
Developer assumes all responsibility for the coordination, liability and costs to; 1)
ensure that the sidewalks are constructed prior to any driveways for any lots with
sidewalks; 2) that the sidewalks are constructed continuously from end of street to
end of street without exceptions or gaps in the sidewalk; 3) that there is a stop
work order on all building construction for impacted lots during the sidewalk
construction and curing periods to prohibit traffic prior to City approval; and 4) that
all boulevard grading and restoration re-work is completed immediately following
the sidewalk construction.
G. No sewer and water connection permits may be issued until the streets needed for
access have been paved with a bituminous surface and the utilities are tested and
approved by the City Engineer.
27. RESPONSIBILITY FOR COSTS.
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A. In the event that the City receives claims from labor, materialmen, or others that
work required by this Agreement has been performed and the amounts due to
them have not been paid, and the laborers, materialmen, or others are seeking
payment from the City, the Developer hereby authorizes the City to commence an
Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the
District Courts, to draw upon the Security in an amount up to 125 percent of the
claim(s) and deposit the funds in compliance with the Rule, and upon such deposit,
the Developer shall release, discharge, and dismiss the City from any further
proceedings as it pertains to the funds deposited with the District Court, except that
the Court shall retain jurisdiction to determine attorneys' fees pursuant to this
Agreement.
B. Except as otherwise specified herein, the Developer shall pay all costs incurred by
it or the City in conjunction with the development of the Subdivision, including but
not limited to legal, planning, engineering, and inspection expenses incurred in
connection with the City’s approval and acceptance of the plat and the Subdivision,
the preparation of this Agreement, the City’s review of construction plans and
documents, and all costs and expenses incurred by the City in monitoring and
inspecting development of the Subdivision. All amounts incurred and due to the
City at the time of the recording of the final plat must be fully paid by the Developer
prior to the City executing and releasing the final plat for recording.
C. The Developer shall hold the City and its officials, employees, and agents harmless
from claims made by itself and third parties for damages sustained or costs
incurred resulting from the City’s approval of the plat and the development of the
Subdivision. The Developer shall indemnify the City and its officials, employees,
and agents for all costs, damages, or expenses which the City may pay or incur in
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consequence of such claims, including attorneys' fees.
D. The Developer shall reimburse the City for costs incurred in the enforcement of this
Agreement, including reasonable engineering and attorneys' fees.
E. The Developer shall pay, or cause to be paid when due, and in any event before
any penalty is attached, all special assessments referred to in this Agreement. This
is a personal obligation of the Developer and shall continue in full force and effect
even if the Developer sells one or more lots, the entire Property, or any portion of
it.
F. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Agreement within 30 days after receipt. Bills not paid within 30
days shall be assessed a late fee per the City adopted fee schedule. Upon request,
the City will provide copies of detailed invoices of the work performed by the City
and its consultants.
28. SPECIAL PROVISIONS. The following special provisions shall apply to the
Subdivision:
A. Implementation of the recommendations listed in the May 30, 2018, Engineering
memorandum.
B. Upon the recording of the final plat, the Developer shall cause H.C. Golf Land, LLC
to convey Outlots B, F, I, and K to the City by warranty deed, free and clear of any
and all encumbrances, unless otherwise agreed to by the City.
C. The Developer must obtain a sign permit from the City Building Official prior to
installation of any subdivision identification signs.
D. All public trails shall be located within outlots, at least 30 feet in width and either be
deeded to the City, dedicated to the City in the plat or an easement in a form
acceptable to the City be provided. The title policy to be provided to the City shall
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insure the City’s interests in the property.
E. The Developer shall enter into a Landscape License Agreement with the City that
clarifies the individuals or entities responsible for maintenance of any landscaping
installed in areas outside of land deeded to the City or dedicated as public park
and open space on the final plat.
F. The Developer shall pay the City a cash donation of $1,000,000.00 upon the Royal
Golf Club at Lake Elmo 3rd Addition final plat being approved by the City, or upon
approval by the City of that phase of the development where the Tartan Park
ballfields are no longer able to be used by the City, whichever happens first.
G. A temporary access road providing access to the Outlot N, Royal Golf Club at Lake
Elmo lift station and sanitary manhole structures along Outlot R must be provided
by the Developer. The Developer also hereby agrees to pave such road within one
year from the date that the lift station is operational.
H. The Developer shall pay the City a park dedication fee of $106,557 for required
trees not planted within the 2nd Addition as per paragraph 19 (C) of this Agreement.
This fee was calculated as follows: [($500 X 969 2.5-caliper inch trees reduced
within the entire preliminary plat area) / 291 Single Family Lots within all phases of
the Subdivision X 64 Single Family Lots within the 2nd Addition].
I. That open space within the shorelands of the Subdivision (specifically Outlots
C, D, F, and the rest of Outlot L) be protected with a conservation easement,
deed restriction, covenant, or other instrument. Such document(s) must be
provided for review and approval by the City Attorney and be executed prior to
final plat approval.
29. MISCELLANEOUS.
A. The Developer may not assign this Agreement without the written permission of the
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City Council. The Developer's obligations hereunder shall continue in full force and
effect even if the Developer sells one or more lots, the entire Property, or any
portion of it.
B. Retaining walls that require a building permit shall be constructed in accordance
with plans and specifications prepared by a professional engineer licensed by the
State of Minnesota. Following construction, a certification signed by the design
engineer shall be filed with the City Engineer evidencing that the retaining wall was
constructed in accordance with the approved Plans. All retaining walls identified
on the Plans or by special conditions referred to in this Agreement shall be
constructed before any other building permit is issued for a lot on which a retaining
wall is required to be built.
C. Homeowners’ association declarations, covenants, and restrictions and other
documents related to the homeowners’ association shall be submitted to the City
prior to recording of the final plat for review and approval by the City Attorney.
D. The Developer shall take out and maintain or cause to be taken out and
maintained until six months after the City has accepted the public Subdivision
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 $500,000 for one person
and $1,500,000 for each occurrence; limits for property damage shall be not less
than $200,000 for each occurrence; or a combination single limit policy of
$1,500,000 or more. The City shall be named as an additional insured on the
policy, and the Developer shall file with the City a certificate of insurance
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evidencing coverage prior to the City signing the plat. The certificate shall provide
that the City must be given 30 days’ advance written notice of the cancellation of
the insurance.
E. Third parties shall have no recourse against the City under this Agreement.
F. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity
of the remaining portion of this Agreement.
G. The action or inaction of the City shall not constitute a waiver or amendment to the
provisions of this Agreement. To be binding, amendments or waivers shall be in
writing, signed by the parties and approved by written resolution of the City
Council. The City's failure to promptly take legal action to enforce this Agreement
shall not be a waiver or release.
H. This Agreement shall run with the land and may be recorded against the title to the
Property at the Developer’s expense. The Developer covenants with the City, its
successors and assigns, that the Developer has fee title to the Property being final
platted and has obtained consents to this Agreement, in the form attached hereto,
from all parties who have an interest in the Property, including, but not limited to,
mortgagees; that there are no unrecorded interests in the Property being final
platted; and that the Developer will indemnify and hold the City harmless for any
breach of the foregoing covenants.
I. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express or implied, now or hereafter
arising, available to City, at law or in equity, or under any other agreement, and
each and every right, power and remedy herein set forth or otherwise so existing
may be exercised from time to time as often and in such order as may be deemed
expedient by the City and shall not be a waiver of the right to exercise at any time
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thereafter any other right, power or remedy.
J. The Developer represents to the City that the Subdivision and the Subdivision
Improvements comply or will comply with all City, County, metropolitan, state, and
federal laws and regulations, including but not limited to: subdivision ordinances,
zoning ordinances, and environmental regulations. If the City determines that the
Subdivision is not in compliance, the City may, at its option, refuse to allow
construction or development work in the Subdivision until it is brought into
compliance. Upon the City’s demand, the Developer shall cease work until there is
compliance.
30. EVENTS OF DEFAULT. The following shall be "Events of Default" under this
Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement,
any one or more of the following events:
A. Subject to unavoidable delays, failure by the Developer to commence and
complete construction of the public Subdivision Improvements pursuant to the
terms, conditions and limitations of this Agreement.
B. Failure by the Developer to substantially observe or perform any material
covenant, condition, obligation or agreement on its part to be observed or
performed under this Agreement.
31. REMEDIES ON DEFAULT. Whenever any Event of Default occurs, the City, subject
to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by
written, executed instrument of the City, may take any one or more of the following:
A. The City may suspend its performance under the Agreement until it receives
assurances from the Developer, deemed adequate by the City, that Developer will
cure its default and continue its performance under the Agreement. Suspension of
performance includes the right of the City to withhold permits including, but not
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limited to, building permits.
B. The City may initiate such action, including legal or administrative action, as is
necessary for the City to secure performance of any provision of this Agreement or
recover any amounts due under this Agreement from the Developer, or
immediately draw on the Security, as set forth in this Agreement.
32. ENFORCEMENT BY CITY; DAMAGES. The Developer acknowledges the right of
the City to enforce the terms of this Agreement against the Developer, by action for specific
performance or damages, or both, or by any other legally authorized means. In the event of a
default by the Developer as to construction or repair of any of the Subdivision Improvements or
any other work or undertaking required by this Agreement, the City may, at its option, perform
the work and the Developer shall promptly reimburse the City for any expense incurred by the
City. This Agreement is a license for the City to act, and it shall not be necessary for the City to
seek an order from any court for permission to enter the Subdivision for such purposes. If the
City does such work, the City may, in addition to its other remedies, levy special assessments
against the land within the Subdivision to recover the costs thereof. For this purpose, the
Developer, for itself and its successors and assigns, expressly waives any and all procedural
and substantive objections to the special assessments, including, but not limited to, hearing
requirements, and any claim that the assessments exceed the benefit to the land so assessed.
The Developer, for itself and its successors and assigns, also waives any appeal rights
otherwise available pursuant to Minnesota Statutes Section 429.081.
The Developer also acknowledges that its failure to perform any or all of the Developer’s
obligations under this Agreement may result in substantial damages to the City; that in the event
of default by the Developer, the City may commence legal action to recover all damages, losses
and expenses sustained by the City; and that such expenses may include, but are not limited to,
the reasonable fees of legal counsel employed with respect to the enforcement of this
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Agreement.
33. WARRANTY. During the warranty period, the Developer warrants that all Subdivision
Improvements will be free from defects and that they will continue to meet all technical
specifications and standards. During the warranty period, the Developer agrees to repair or
replace any Subdivision Improvement, or any portion or element thereof, which shows signs of
failure, normal wear and tear excepted. If the Developer fails to repair or replace a defective
Subdivision Improvement during the warranty period, the City may repair or replace the
defective portion and may use the Security to reimburse itself for such costs. The Developer
agrees to reimburse the City fully for the cost of all Subdivision Improvement repair or
replacement if the cost thereof exceeds the remaining amount of the Security. Such
reimbursement must be made within 45 days of the date upon which the City notifies the
Developer of the cost due under this paragraph. The Developer hereby agrees to permit the
City to specially assess any unreimbursed costs against any lots in the Subdivision which have
not been sold to home buyers if the Developer fails to make required payments to the City. The
Developer, on behalf of itself and its successors and assigns, acknowledges the benefit to the
lots within the Subdivision of the repair or replacement of the Subdivision Improvements and
hereby consents to such assessment and waives the right to a hearing or notice of hearing or
any appeal thereon under Minnesota Statutes, Chapter 429.
A. The required warranty period for all work relating to the public sewer and water
shall be two years from the date of final written City acceptance of the work.
B. The required warranty period for all work relating to street construction, including
concrete curb and gutter, sidewalks and trails, materials and equipment shall be
subject to one year from the date of final written City acceptance of the work.
C. The required warranty period for sod, trees, and landscaping is two years from the
date of final written City acceptance of the installation.
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34. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the
terms of this Agreement, payment of special assessments, payment of the costs of all public
Subdivision Improvements, and construction of all public Subdivision Improvements, the
Developer shall furnish the City with an irrevocable letter of credit or a cash escrow or a
combination of a cash escrow and letter of credit (the “Security") in the amount of $3,232,172.
The bank originating the letter of credit shall be determined by the City to be solvent and
creditworthy. The letter of credit shall substantially be in the form attached to this Agreement
and must be approved by the City. The amount of the Security was calculated as itemized on
Exhibit C. If at any time the City reasonably determines that the bank issuing the letter of credit
no longer satisfies the City’s requirements regarding solvency and creditworthiness, the City
shall notify the Developer and the Developer shall provide to the City within 45 days a substitute
for the letter of credit from another bank meeting the City’s requirements. If the Developer fails
to provide the City within 45 days with a substitute letter of credit from an issuing bank
satisfactory to the City, the City may draw under the existing letter of credit.
This breakdown is for historical reference; it is not a restriction on the use of the
Security. The City may draw down the Security, without notice, for any violation of the terms of
this Agreement or if the Security is allowed to lapse prior to the end of the required term. If the
required public Subdivision Improvements are not completed at least 30 days prior to the
expiration of the Security, the City may also draw it down. If the Security is drawn down, the
proceeds shall be used by the City to cure the default.
35. REDUCTION OF SECURITY. Upon written request by the Developer and upon receipt
of proof satisfactory to the City Engineer that work has been completed in accordance with the
approved Plans and the terms of this Agreement and that all financial obligations to the City
have been satisfied, the City Engineer may approve reductions in the Security in the following
instances:
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527400v2 SJS LA515-47
A. Up to 75 percent of the Security associated with the itemization on Exhibit C may
be released upon completion of the following key milestones of the project as
determined by the City Engineer:
1. Construction Categories 2 and 3: The amount of $685,340 may be released
when all sanitary sewer and watermain utilities have been installed, all testing
and televising has been successfully completed, sanitary sewer as-built
inverts have been verified, and the utilities are considered ready for use by
the City Engineer.
2. Construction Categories 4 and 5: The amount of $1,320,002 may be released
when all streets, sidewalks, and storm sewer have been installed and tested,
and have been found to be complete to the satisfaction of the City Engineer
including all corrective work for any identified punch list items and including
verification of storm sewer as-built inverts, but not including the final wear
course.
3. Construction Categories 6-10 and 14-17: The amount of $114,567 may be
released when all remaining Developer’s obligations under this Agreement
have been completed including: (1) bituminous wear course; (2) street
lighting and private utilities; (3) trails; (4) bio retention facilities; (5) iron
monuments for lot corners have been installed, if required; (6) all financial
obligations to the City have been satisfied; (7) the required "record" plans in
the form of the City standards have been received and approved by the City;
and (8) the public Subdivision Improvements are accepted by the City
Engineer and the City Council.
4. Construction Categories 11, 12 and 13: The amount of $304,219 may be
released when landscaping Subdivision Improvements have been installed to
the satisfaction of the City including all corrective work for any identified
76
527400v2 SJS LA515-47
punch list items.
B. Twenty-five percent of the original Security amount, excluding grading and
landscaping improvements shall be retained until: (1) all Subdivision
Improvements have been fully completed and accepted by the City, including all
corrective work and warranty punch list items; (2) all financial obligations to the
City have been satisfied; and (3) the warranty period has expired.
C. Twenty-five percent of the original Security amount associated with landscaping
shall be retained by the City until: (1) all landscaping Subdivision Improvements
have been fully completed and accepted by the City, including all corrective work
and warranty punch list items being completed by the Developer; (2) all financial
obligations to the City have been satisfied; and (3) the warranty period has
expired.
D. In addition to the above project milestone based Security reductions, the
Developer may submit a written request and upon receipt of proof satisfactory to
the City Engineer that work is progressing in accordance with the approved Plans
and the terms of this Agreement and that all financial obligations to the City have
been satisfied, the City Engineer may approve a one-time reduction in the
Security for Construction Categories 2-5 in an amount not to exceed 50 percent
of the initial Security amount. This one-time Security reduction does not apply to
Categories 4-5 if boulevard sidewalks or trails have not been installed.
E. It is the intent of the parties that the City at all times have available to it Security
in an amount adequate to ensure completion of all elements of the Subdivision
Improvements and other obligations of the Developer under this Agreement,
including fees or costs due to the City by the Developer. To that end and
notwithstanding anything herein to the contrary, all requests by the Developer for
a reduction or release of the Security shall be evaluated by the City in light of that
77
527400v2 SJS LA515-47
principle.
36. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Agreement which must be paid to the City prior to recording the final
plat:
Sewer Availability Charge (SAC): $192,000
Water Availability Charge (WAC): $192,000
Park Dedication per Paragraph 22: $134,464
Park Dedication per Paragraph19 (D): $106,557
Street Light Operating Fee: $645
City Base Map Upgrading ($25.00 per REU): $1600
City Engineering Administration Escrow: $50,000
TOTAL CASH REQUIREMENTS: $677,266
37. NOTICES. Required notices to the Developer shall be in writing, and shall be either
hand delivered to the Developer, its employees or agents, or mailed to the Developer by
certified mail at the following address: c/o Zappia & LeVahn, Ltd., Attn: Joel LeVahn, 941
Hillwind Rd NE, Suite 301, Fridley, MN 55432. Notices to the City shall be in writing and shall be
either hand delivered to the City Administrator, or mailed to the City by certified mail in care of
the City Administrator at the following address: Lake Elmo City Hall, 3880 Laverne Avenue N.,
Lake Elmo, Minnesota 55042.
38. EVIDENCE OF TITLE. The Developer shall furnish the City with evidence of fee
ownership of the property being platted by way of a title insurance policy dated not earlier than
30 days prior to the execution of the plat.
39. COMPLIANCE WITH LAWS. The Developer agrees to comply with all laws,
ordinances, regulations, and directives of the state of Minnesota and the City applicable to the
Subdivision. This Agreement shall be construed according to the laws of the Minnesota.
40. SEVERABILITY. In the event that any provision of this Agreement shall be held
invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall
78
527400v2 SJS LA515-47
pertain only to such section and shall not invalidate or render unenforceable any other provision
of this Agreement.
41. NON-WAIVER. Each right, power, or remedy conferred upon the City by this
Agreement is cumulative and in addition to every other right, power or remedy, express or
implied, now or hereafter arising, or available to the City at law or in equity, or under any other
agreement. Each and every right, power, and remedy herein set forth or otherwise so existing
may be exercised from time to time as often and in such order as may be deemed expedient by
the City and shall not be a waiver of the right to exercise at any time thereafter any other right,
power, or remedy. If either party waives in writing any default or nonperformance by the other
party, such waiver shall be deemed to apply only to such event and shall not waive any other
prior or subsequent default.
42. COUNTERPARTS. This Agreement may be executed simultaneously in any number
of counterparts, each of which shall be an original and shall constitute one and the same
Agreement.
79
527400v2 SJS LA515-47
CITY OF LAKE ELMO
By: ____________ __________________ Mike Pearson Its: Mayor By: __________________ _____________ Julie Johnson Its: City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON )
The foregoing instrument was acknowledged before me this ___ day of ________________,
20___, by Mike Pearson and Julie Johnson, the Mayor and City Clerk, respectively, of the City
of Lake Elmo, a Minnesota municipal corporation, on behalf of the corporation and pursuant to
the authority granted by its City Council.
NOTARY PUBLIC
80
527400v2 SJS LA515-47
ROYAL DEVELOPMENT, INC.
By: ___________________________________
Its: ___________________________________
STATE OF MINNESOTA )
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this ___, day of _________________,
2018, by Joel T. LeVahn, the Chief Financial Officer of Royal Development, Inc., a Minnesota
corporation, on behalf of the corporation.
NOTARY PUBLIC
DRAFTED BY: City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901
81
527400v2 SJS LA515-47
MORTGAGEE CONSENT TO
DEVELOPMENT AGREEMENT
Northeast Bank, which holds a mortgage on the Property, the development of which is governed
by the foregoing Development Agreement, agrees that the Development Agreement shall
remain in full force and effect even if it forecloses on its mortgage.
Dated this day of , 2 .
STATE OF MINNESOTA )
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this ___ day of ________________,
20___, by _______________________________________________________________.
NOTARY PUBLIC
DRAFTED BY:
City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901
A-1
527400v2 SJS LA515-47
EXHIBIT A TO
DEVELOPMENT AGREEMENT
Legal Description of Property Being Final Platted
Outlots O, P, R, and S, The Royal Golf Club at Lake Elmo, Washington County, Minnesota,
according to the recorded plat thereof.
B-1
527400v2 SJS LA515-47
EXHIBIT B TO
DEVELOPMENT AGREEMENT
List of Plan Documents
The following documents prepared by Carlson McCain and Pioneer Engineering, collectively
constitute the Plans:
THOSE DOCUMENTS BY AS FOLLOWS:
SHEET TITLE REVISION
DATE
1 of 21 of The Royal Golf Club
at Lake Elmo Phase 1 Grading,
Development & Erosion
Control Plans
Cover
2 of 21 of The Royal Golf Club
at Lake Elmo Phase 1 Grading,
Development & Erosion
Control Plans
Grading Index
3-15 of 21 of The Royal Golf
Club at Lake Elmo Phase 1
Grading, Development &
Erosion Control Plans
Grading, Drainage & Erosion
Control Plans
16-18 of 21 of The Royal Golf
Club at Lake Elmo Phase 1
Grading, Development &
Erosion Control Plans
Details
19-21 of 21 of The Royal Golf
Club at Lake Elmo Phase 1
Grading, Development &
Erosion Control Plans
Retaining Wall Profiles
1 of 27 of The Royal Golf Club
at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Cover
2-3 of 27 of The Royal Golf
Club at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Index
4 of 27 of The Royal Golf Club
at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Sanitary Sewer & Watermain –
Sheet Index
B-2
527400v2 SJS LA515-47
5-9 of 27 of The Royal Golf
Club at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Sanitary Sewer & Watermain
10 of 27 of The Royal Golf Club
at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Storm Sewer – Sheet Index
11-15 of 27 of The Royal Golf
Club at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Storm Sewer
16-20 of 27 of The Royal Golf
Club at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Street Construction
21-22 of 27 of The Royal Golf
Club at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Signing, Striping & Lighting
Plan
23 of 27 of The Royal Golf Club
at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Trail Construction
24-27 of 27 of The Royal Golf
Club at Lake Elmo 2nd Addition
Sanitary Sewer, Water Main,
Storm Sewer, and Street
Construction Plans
Details
L1 – L5 of 8 of the Landscape
Plan
Landscape Plan
L6 of 8 of the Landscape Plan Groundcover Plan
L7 of 8 of the Landscape Plan Irrigation Connection Points
L8 of 8 of the Landscape Plan City Planting Details
C-1
527400v2 SJS LA515-47
EXHIBIT C TO
DEVELOPMENT AGREEMENT
Subdivision Improvements Cost/Security Amount Estimate
CONSTRUCTION CATEGORY COST 125percent
1 Grading
$0 $0
2 Sanitary Sewer
$216,439 $270,549
3 Watermain
$514,590 $643,238
4 Storm Sewer (includes pond structures
and outfall pipes)
$409,748 $512,185
5 Streets and Sidewalks
$998,255 $1,247,818
6 Trails
$72,670 $90,838
7 Surface Water Facilities (ponds,
infiltration basins, other BMPs)
$0 $0
8 Street Lighting
$30,000 $37,500
9 Street and Traffic Signs
$4,235 $5,294
10 Private Utilities (electricity, natural gas,
telephone, and cable)
11 Landscaping Improvements
$324,500 $405,625
12 Tree Preservation and Restoration
$0 $0
13 Wetland Mitigation and Buffers
$0 $0
14 Monuments
$7,300 $9,125
15 Erosion and Sedimentation Control
$8,000 $10,000
16 Miscellaneous Facilities
$0 $0
17 Developer’s Record Drawings
$0 $0
TOTALS
$2,585,737
$3,232,172
C-1
527400v4 SJS LA515-47
FORM OF IRREVOCABLE LETTER OF CREDIT
No.__________________
Date: ________________
TO: City of Lake Elmo
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our
Irrevocable Letter of Credit in the amount of $___________ 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 Administrator of the City of Lake Elmo.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on
November 30, 20___.
d) Be for an amount not to exceed the principal amount of the credit herein.
e) Be accompanied by the original copy of this letter.
f) Be accompanied by a copy of a Notice of Default, which relates to a default under the Development
Agreement dated _____________, 2018 between the City of Lake Elmo and Royal Development, Inc. for
the project known as The Royal Golf Club at Lake Elmo 2nd Addition.
This Letter of Credit shall be automatically extended for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date, the Bank delivers written notice to the Lake Elmo City
Administrator 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: City Administrator, City Hall, 3880
Laverne Ave. N. Lake Elmo Minnesota 55042 and is actually received by the City Administrator 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.
If you have questions please contact Larry Crane at 763-792-3216.
C-2
527400v4 SJS LA515-47
BY:
Its
FORM OF
IRREVOCABLE
LETTER OF CREDIT
No.__________________
Date: ________________
TO: City of Lake Elmo
Dear Sir or Madam:
We hereby issue, for the
account of (Name of
Developer) and in your favor,
our Irrevocable Letter of Credit
in the amount of
$___________ 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 Administrator of the City
of Lake Elmo.
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
November 30 of each year),
the Bank delivers written
527400v4 SJS LA515-47
notice to the Lake Elmo City
Administrator 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: City
Administrator, City Hall, 3800
Laverne Ave. N. Lake Elmo
Minnesota 55042 and is
actually received by the City
Administrator 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:
527400v4 SJS LA515-47
Its
STAFF REPORT
DATE: July 3, 2018
CONSENT
ITEM #: 11
TO: City Council
FROM: Greg Malmquist, Fire Chief
AGENDA ITEM: DISPOSITION OF SURPLUS EQIPMENT
REVIEWED BY: Kristina Handt, City Administrator
BACKGROUND: The Fire Department has several pieces of equipment for Disposal/Sale. This
equipment has either accrued over the years due to replacement/upgrade, become obsolete or being
replaced as part of the rescue equipment purchase. The equipment, approximate value and recommended
disposition are as follows:
Hose tester/pressure washer Est. Value $1,500 Very limited market Craigslist or to FD’s
Hydraulic rescue equipment Est. Value $4,500 Either trade in or try and sell with proceeds
going toward new rescue equipment.
30 – Miscellaneous pagers, some work, some for parts only Est. Value 1,000 Craigslist item, very
limited demand
1 – Portable generator with light Est. Value $500 Reducing gas motors on dept. Replaced with
rechargeable battery light.
ISSUE BEFORE COUNCIL: Should the Council approve the “Disposition and/or Sale of the Surplus
Equipment per The City of Lake Elmo Purchasing Policy?”
PROPOSAL DETAILS/ANALYSIS: The approval of this action would allow the Fire Department to
move forward with the disposition of this surplus equipment.
FISCAL IMPACT: Potential revenue from sale of equipment.
OPTIONS:
1) Approve disposition of equipment.
2) Deny approval
RECOMMENDATION: Approve Disposition of Surplus Equipment as recommended above.
ATTACHMENTS: None
STAFF REPORT
DATE: 7/3/18
REGULAR
AGENDA ITEM: #12
TO: Council
FROM: Emily Becker, Planning Director
ITEM: Wyndham Village Preliminary Plat and Zoning Map Amendment
REVIEWED BY: Jack Griffin, City Engineer
BACKGROUND:
The City has received a request from JP Bush Homes for a Preliminary Plat for a ten unit single
family detached home development to be called Wyndham Village as well as a Zoning Map
Amendment to rezone the property from Rural Single Family Residential to Urban Low Density
Residential.
REVIEW/ANALYSIS:
Applicant: JP Bush Homes, 1980 Quasar Ave S, Lakeland, MN 55043
Property Owners: James McLeod, 11580 30th St N, Lake Elmo, MN 55042
Location: Part of the southwest quarter of the southeast quarter of Section 13,
Township 29 North, Range 21West
PID: 13-029-21-43-0001
Request: Preliminary Plat and Zoning Map Amendment
Existing Land Use: Single Family Detached Residential Home
Existing Zoning: RS – Rural Single Family
Surrounding Area: North – Northport (Urban Low Density Residential); East – Northport
(Urban Low Density Residential); West – Rural Single Family
Residential; South – the Homestead (Open Space Preservation
Development)
Comprehensive Plan: Village Urban Low Density Residential (1.5-2.49 units per acre)
Proposed Zoning: V-LDR – Village Urban Low Density Residential (1.5 – 2.49 units
per acre)
History: The property has long been used as a single family detached dwelling
unit. A Comprehensive Plan Amendment to re-guide the property
from Rural Single Family to Village Urban Low Density as well as
Sketch Plan Review was approved by the City on February 7, 2018
and by Metropolitan Council on March 14, 2018.
2
Deadline for Action: Application Complete – 5/7/2018
60 Day Timeline – 7/6/2018
Extension Sent – N/A
Applicable Regulations: Article XII – Urban Residential Districts (LDR)
Chapter 153: Subdivision Regulations
Usable Backyard Issue. The developer has revised the proposed sketch plan that was previously
submitted to the city. The initial sketch plan did not provide backyards that the City had felt were
usable, as a 66 foot wide Northern Natural Gas Easement ran along the majority of the backyards of
the lots to the west of Liberty Court North. The proposed preliminary plat reduces the number of
proposed lots from 13 to 10, as approved by Council, reducing the proposed density from 2.17 units
per acre to 1.67 units per acre. Additionally, the developer had provided an exhibit which shows
proposed building pad locations that show a 20 foot rear yard principal building setback from the
Northern Natural Gas Easement. This exhibit shows that a pool and play set could reasonably fit
within these backyards. The standard rear yard setback for properties located within the Village Low
Density Residential Zoning District is 20 feet, and so Staff believes that so long as the lots in which
the Northern Natural Gas Easement is located maintain a 20 foot principal building rear yard setback
from the easement that these proposed lots will provide a sufficient rear yard. This has been added as
a recommended condition of approval.
Density. The total site acreage is 5.97 acres, and the proposed number of homes is 10. Because none
of the area within the proposed preliminary plat can be netted out (i.e. none of it is arterial right-of-
way or parkland), the proposed density is 1.67 units per acre. This is within the required density of
the Village Urban Low Density (1.5-2.49 units per acre).
Greenbelt Buffer. The updated sketch plan increases the greenbelt buffer to the south of the
development. Since the initially-proposed sketch plan, the applicant has increased the buffer to
approximately 80 feet, which is approximately equal to the buffer provided by the development to
the east, Northport. The lot on to which the single family home shall be relocated (Lot 7) does not
match this buffer, as the Outlot A does not buffer it from 30th Street. The Village Low Density
Residential zoning district designates that residential lots are not to encroach on the Village Open
Space Overlay District unless berming or screening protected by a landscape easement is provided as
an alternative approved by Council. It is a recommended condition of approval that the applicant
provide a detailed site plan for this lot showing the proposed house location and screening/buffering
to be approved by Council and protected by a landscape easement.
Landscape Plans. The City’s landscape architect has reviewed the landscape plans, but due to
insufficient information provided by the applicant has not yet completed review. Approval is
contingent upon approved landscape and tree preservation plans being approved by the City’s
Landscape Architect.
Park Dedication. The proposed development is to the east of Reid Park. With recording of the
Northport plat, the City received approximately an additional 12.5 acres of parkland for an extension
of Reid Park. The Neighborhood Park Search Area map of the Comprehensive Plan’s Parks and
Recreation Plan does not identify this area for a neighborhood park. Therefore, Staff would not
recommend that parkland be dedicated within this development and that the City accept fees in lieu
of parkland dedication. Per the City’s Subdivision Ordinance, 10% of the fair market value of the
3
land will need to be paid as the parkland dedication fee. The fair market value of the land is
determined by current market data, if available, or by obtaining an appraisal from a licensed real
estate appraiser, and the subdivider is required to pay for the appraisal. In this case, if the owner of
the property will be selling the land to the Applicant to be developed, there will be current market
data available. If the owner is not selling the land, an appraisal to determine the fair market value will
likely be required in order to determine the amount of parkland dedication the City will receive. The
Parks Commission reviewed the proposed sketch plan at its November 2017 meeting and
recommended that there be a fee paid lieu of park land and that a trail connection connecting the cul-
de-sac to 30th Street would not be desirable because pedestrian crossings are preferred at controlled
intersections and that there is a hill at the location of the cul-de-sac, which would create a safety
hazard.
Trails. No trails are being proposed within the development, only a sidewalk on the west side of
Liberty Court North. There is already a trail along the south of 30th Street, and the developers of
Northport will be constructing a segment of a trail from the southern edge of that development off
Liberty Court North. This trail segment will not connect to the existing trails in Reid Park, however,
as approved by Council. The City may extend this trail through to the existing trails in Reid Park in
the future. The City’s trail plan indicates a trail along 30th Street North, which already exists on the
south side of the street.
4
Access. Access to the proposed lots will be provided from Lower 31st Street North to the north of the
subject property (part of the Northport development). Access to this parcel was pre-planned with the
adjacent subdivision in order to preserve the proper access management along 30th Street North. The
existing driveway will be eliminated as suggested by Staff. Access to the new Lot 7 is proposed to be
provided off the cul-de-sac of Liberty Court North.
Streets. The proposed streets appear to be meeting the City’s minimum standards:
• Liberty Court is proposed to be 28-feet wide within a 60-foot right-of-way;
• A 60 foot cul-de-sac right-of-way width is provided with a 45 foot pavement radius;
• The cul-de-sac length is proposed to be 510 feet long;
• There is a proposed sidewalk to the west of this street. The residential maximum longitudinal
grade is 6% with a sidewalk which appears to be feasible. Potential connections to this sidewalk
should be considered moving forward.
• Surmountable concrete curb and gutter needs to be installed in single family areas with future
driveways.
Street Naming. The proposed name of Liberty Court is consistent with the City’s Street Naming
Policy in that it starts with Li-, which is appropriate within the grid system. There are existing Li-
streets both west and far east of this development on the grid pattern, and so it does not necessarily
make sense to use an existing street’s name, as it is not specifically in line with an existing street on
the grid. Additionally, Northport Final Plat has already been recorded providing a street stub in to
this development with the name of Liberty Court N.
Utilities – Municipal Water Supply and Municipal Sanitary Sewer. Public water and sanitary
sewer service will be extended to the site with the development of Northport. The preliminary plans
will need to include detailed utility construction plans that meet City engineering standards.
Existing Trail
5
Environmental Review. The proposed development is within the Village Alternative Urban Area
Wide Review (AUAR), which was completed in order to address the expected cumulative
environmental impacts associated with the anticipated growth and development within the Village.
City Engineer Review. The City Engineer’s review comments are found as part of the attachments.
Items of note are as follows. These are included as recommended conditions of approval.
• Preliminary plat and plans should be revised to dedicate additional right-of-way along 30th
Street and/or to expand the storm water to the 100-year High Water Level (HWL) flood area.
• Written easement owner permission must be obtained, and copies provided to the City, for
work to be completed within the Northern Natural Gas easement. The City must receive
copies of the written permission prior to approval of the final plat.
• Written landowner permission must be submitted as part of the final plat development
applications for any off-site grading work and storm water discharges to adjacent properties.
• There were a number of other amendments required to the plan for approval, which can be
reviewed in the memo. It is a recommended condition of approval that all of these comments
be addressed on the plans prior to submission of final plat for approval.
Fire Chief and Building Official Review. The Fire Chief and Building Official worked with
Engineering to address any issues with this plat and provided no further comment.
Airport. The proposed development is not within the Lake Elmo Airport Existing Runway
Protection Zones; however, the Metropolitan Airports Commission was given the opportunity to
review the proposed development with the Preliminary Plat application and has provided a review
memo, attached. From this review memo, it is a recommended condition of approval that the
applicant be required to submit a disclosure statement (similar to that required of homes within
Easton Village) that alerts prospective buyers about the proximity of the development to the airport
and encourages appropriate noise attenuation construct practices for residential structures.
Lot Dimensions and Bulk Requirements. The proposed sketch plan appears to the meet the lot
dimensions and bulk requirements for the Village Urban Low Density Residential zoning district,
except for Lot 1. This is the only lot that does not meet the required lot width at the setback line. It is
a recommended condition of approval that this lot width be increased to 70 feet.
Standard Required Proposed
Minimum Lot Area 9,000 square feet 9,185 square feet – 41,980
square feet (average of
16,423 square feet)
Minimum Lot Width 70 feet 65-229.30 feet
Maximum Impervious
Surface
35% Unknown
Minimum Front Yard
Setback
25 feet Grading plan indicates this
can be met
Minimum Interior
Sideyard Setback
(principal buildings)
10 feet Grading plan indicates this
can be met
6
Minimum Interior
Sideyard Setback
(accessory structures)
5 feet N/A
Minimum Corner
Sideyard Setback
15 feet N/A
Minimum Rear Yard
Setback
20 feet All required rear yard
setbacks appear to be met,
including from the Northern
Natural Gas Easement
Outlot A. Outlot A will be City-owned for ponding purposes. This development will also utilize
Outlot H of Northport, which contains an infiltration basin.
Lot Easements. Lot easements (front, rear and side yard) need to be shown on the plan meeting
City requirements.
Zoning Map Amendment. Zoning Map Amendments are typically processed during preliminary
plat. As such, the applicant has requested a Zoning Map Amendment to rezone the property from
Rural Single Family to Urban Low Density Residential. The properties to the north and east of the
subject parcel are guided for Village Urban Low Density (V-LDR) and have been re-zoned to Urban
Low Density Residential. This was because when these properties received Preliminary Plat
approval, there did not exist a Village Urban Low Density zoning district. The V-LDR ordinance was
created on 5/26/17. While it would be preferable that the property be rezoned the Urban Low Density
in order to align with the zoning of surrounding parcels, the Zoning Code states that densities within
the Urban Low Density Zoning District shall range from two 2 to 4 units per acre. Because the
proposed density of the development is not within the 2-4 units per acre range, it is not appropriate to
re-zone Urban Low Density Residential as the adjacent parcels are zoned. As such, Staff would
recommend that the property be re-zoned V-LDR. This is consistent with the Comprehensive Plan in
that the parcel is now guided for Village Urban Low Density Residential, as approved by the City
Council on February 7, 2018 and the Metropolitan Council on March 14, 2018.
Planning Commission Review. The Planning Commission held a public hearing and considered
the proposed Preliminary Plat and Zoning Map Amendment at its June 4, 2018 meeting. At the
public hearing, there was concern brought up about the density and the greenbelt buffer
encroaching on Lot 7. It was clarified that the zoning is Village Low Density Residential, which
is not the same as Low Density Residential, and that the Village Low Density Residential zoning
district requires that buffering/screening be provided on residential lots that encroach the Village
Open Space Overlay District. As such, there was an added aforementioned condition of approval
that the applicant provide a detailed site plan that showed the proposed house location along with
screening and buffering to be approved by Council and protected by a landscape easement. There
was also an adjacent property owner who questioned if he would be able to develop similarly to
this parcel, as his property also has the Northern Easement running through it. It was clarified
that the Draft 2040 Comprehensive Plan also guides his parcel as Village Low Density
Residential, and so as long as he came up with a plan that worked and went through the required
application processes and the development adhered to all City Code requirements and standards,
then the property could develop.
7
Recommended Findings. Staff recommends the following findings in regards to the proposed
Preliminary Plat:
1) That the Wyndham Village preliminary plat is consistent with the Lake Elmo
Comprehensive Plan and the Future Land Use Map for this area.
2) That the Wyndham Village preliminary plat complies with the City’s Village Urban Low
Density Residential zoning districts with required condition of approval.
3) That the Wyndham Village preliminary plat complies with all other applicable zoning
requirements, including the City’s landscaping, storm water, sediment and erosion
control and other ordinances, and is consistent with the City’s engineering design
standards with corrections as noted by the City Engineer Review Memo dated May 30,
2018.
4) That the Wyndham Village preliminary plat complies with the City’s subdivision
ordinance.
Recommended Conditions of Approval. Staff recommends the following conditions of approval:
1. That the City approve a Zoning Map Amendment to rezone the property from Rural Single
Family to Village Low Density Residential
2. Homes within lots in which the Northern Natural Gas Company Easement (Document
384029) (“Northern Easement”) is located shall maintain a 20 foot principal building rear
yard setback from the Northern Easement.
3. All required modifications to the plans as requested by the City Engineer in a review
letter dated May 30, 2018 shall be incorporated into the plans, and plans shall be
approved prior to consideration of a final plat.
4. Preliminary plat and plans should be revised to dedicate additional right-of-way along 30th
Street and/or to expand the storm water to the 100-year High Water Level (HWL) flood area.
5. Written easement owner permission must be obtained, and copies provided to the City, for
work to be completed within the Northern Easement. The City must receive copies of the
written permission prior to approval of the final plat.
6. Written landowner permission must be submitted as part of the final plat development
applications for any off-site grading work and storm water discharges to adjacent properties.
7. The developer shall pay a cash contribution in lieu of land for park dedication equal to
10% of the fair market value of the entire parcel.
8. The developer shall obtain all required permits from Northern Natural Gas to perform
construction work over the gas line that runs from north to south across this site.
9. The preliminary landscape plan shall be approved by the City prior to recording of the final
plat.
10. The lot width of Lot 1 shall be increased to 70 feet, and all other lot dimension and bulk
requirements of the Village Urban Low Density zoning district must be met.
11. The applicant shall provide a disclosure statement to all first homeowners in the development
advising of the airport and associated over-flights as well as its proximity to the railroad and
associated noise and vibration.
8
12. All builders shall be encouraged to incorporate interior noise reduction measures into single
family residential structures within the subdivision based on the Metropolitan Council’s
Builder Guide.
13. All easements as requested by the City Engineer and Public Works Department shall be
documented on the Final Plat prior to the execution of the final plat by City Officials.
14. Prior to recording the Final Plat, the Developer shall enter into a Developers Agreement
acceptable to the City Attorney that delineates who is responsible for the design,
construction, and payment of public improvements.
15. The Applicant shall provide a detailed site plan for Lot 7 showing the proposed house
location and screening/buffering to be approved by Council and protected by a landscape
easement.
FISCAL IMPACT:
There would be no fiscal impact to the City at this time, as the developer would be required to pay
for any amendments needed to accommodate the increase in REC units. When the property
develops, it will have urban services and will pay sewer and water connection charges, building
permit fees and the like.
OPTIONS:
• Approve the proposed preliminary plat and zoning map amendment with recommended
findings and conditions of approval.
• Amend Staff and Planning Commission-recommended findings and conditions of approval
and approve the proposed preliminary plat and zoning map amendment.
• Do not approve the proposed preliminary plat and zoning map amendment, directing Staff to
draft findings for denial and bring back to a future meeting.
RECOMMENDATION:
Staff and the Planning Commission recommend approval of the Wyndham Village Preliminary Plat
and Zoning Map Amendment.
“Move to adopt Ord. 08-212 approving the proposed Zoning Map Amendment to rezone 11580 30th
Street North from Rural Single Family to Village Urban Low Density Residential”
“Move to adopt Resolution 2018-066 approving the Wyndham Village Preliminary Plat subject to
recommended findings and conditions of approval.”
ATTACHMENTS:
1. Application and Narrative
2. Preliminary Plat
3. Preliminary Landscape Plans
4. Engineer Review Memo
5. Metropolitan Airports Commission Review Memo
6. Resolution 2018-066 approving Preliminary Plat
7. Ord. 08-212 approving the Zoning Map Amendment
PAGE 1 of 4
MEMORANDUM
Date: May 30, 2018
To: Emily Becker, Planning Director Re: Wyndham Village Preliminary Plan Review
Cc: Rob Weldon, Public Works Director
Chad Isakson, Assistant City Engineer
From: Jack Griffin, P.E., City Engineer
An engineering review has been completed for Wyndham Village. Preliminary Plat/Plans were received on May 8,
2018. The submittal consisted of the following documentation:
Wyndham Village Preliminary Plat, dated May 4, prepared by Landmark Surveying, Inc.
Wyndham Village Preliminary Plans, Sheets C1.1‐C5.2, dated May 4, 2018, prepared by Plowe Engineering.
Stormwater Management Plan, dated May 8, 2018, prepared by Plowe Engineering.
Landscape Plans, Sheets L1‐L5, dated May 7, 2018, prepared by CalYX Design Group.
Preliminary Plan Narrative, dated May 4, 2018, prepared by J.P.Bush Homes.
STATUS/FINDINGS: Engineering has prepared the following review comments:
PRELIMINARY PLAT
Preliminary plat approval should be contingent upon all public improvements that support the development
being designed and constructed in accordance with the City Engineering Design Standards Manual dated
March 2017 and as identified within this plan review memorandum.
Preliminary plat approval should also be contingent upon the preliminary plans being revised and approved
by the City prior to the City accepting an application or plans for final plat.
Right‐of‐way/Easement Dedication. The Preliminary Plat and all preliminary plan sheets must be revised to
dedicate additional right‐of‐way along 30th Street North to ensure a minimum 30th Street boulevard of 16
ft. along the entire length of the plat. The current plans show a varied boulevard width from 11‐25 feet. In
addition, a 10 ft. utility corridor must be reserved (at boulevard grades) for small utilities. The proposed
storm water facilities (including the 100‐year HWL) must be revised further north to prevent encroachment
onto the 10 ft. utility corridor.
Outlot A must be dedicated to the City for storm water maintenance. Outlot A has been shown as City‐
owned on the preliminary plat and plans as required. Outlot A may need to be revised to accommodate
additional right‐of‐way along 30th Street and/or to expand the storm water 100‐year HWL flood area.
Drainage and utility easements are required over all storm sewer, sanitary sewer and watermain not located
on City Outlots and right‐of‐way, minimum 30‐feet in width centered on the pipe/structure. Easements
must be shown on the Preliminary Plat, Utility Plans and Grading Plans.
Additional easement is required over the storm sewer outfall pipe between Lots 5 and 6.
Additional easement is required for the proposed Lot 7 driveway culvert.
FOCUS ENGINEERING, inc.
Cara Geheren, P.E. 651.300.4261
Jack Griffin, P.E. 651.300.4264
Ryan Stempski, P.E. 651.300.4267
Chad Isakson, P.E. 651.300.4283
PAGE 2 of 4
Additional easement is required over Lot 6 for the sanitary sewer pipe from MH‐2 to MH‐3, or this pipe
must be realigned to the center of the Lot 7 driveway.
All emergency overflow elevations must be fully protected by drainage easement.
Written easement owner permission must be obtained, and copies provided to the City, for work to be
completed within the gas main easement. The City must receive copies of the written permission prior to
the approval of final plat.
Written landowner permission must be submitted as part of the f inal plat development applications for any
off‐site grading work and storm water discharges to adjacent properties.
Access Management. The Preliminary Plans shows access to the plat from the Northport subdivision along
Liberty Court. This access was pre‐planned with the adjacent subdivision and preserves the proper access
management along 30th Street North.
STORMWATER MANAGEMENT
The site plan is subject to a storm water management plan meeting State, VBWD and City rules. Additional
City review is necessary for plan changes made to meet these requirements.
Storm water facilities proposed as part of the site plan to meet State and VBWD permitting requirements
must be constructed in accordance with the City Engineering Design Standards Manual.
The storm water management must be revised to demonstrate rate control for each discharge location
rather than a combined discharge. The model must also be revised to correct the pre and post drainage
areas based on existing contours rather than property lines.
The model must evaluate the HWL changes to the Northport Infiltration basin due to areas of direct
discharge and plan revisions must be made to ensure the HWL does not increase.
The model must be revised to include the 10‐day 100‐year snowmelt condition.
The storm water management plan must demonstrate volume control requirements being met.
The storm water management plan executive summary must identify the rate control for each discharge
point and summarize the BMP normal water and resulting high water levels for each basin.
GRADING, DRAINAGE AND EROSION CONTROL
Add north arrow and plan scale.
Add Grading and Erosion Control City Standard Plan Notes dated March 2017 (Details 600A, 600B, 600C, and
600D) to the plan.
Add all lot corner elevations.
The grading plans must be updated to provide all existing conditions along 30th Street including right‐of‐way
widths, street widths from centerline, lane configurations, signs, and all other physical features.
The plans must show all existing and proposed normal water level (NWL) and high water level (100‐year
HWL) for all water bodies within and adjacent to the property, including Northport infiltration basin. Add
100‐year HWL contour for all ponds and verify that the 100‐year HWL is fully contained within the Outlot.
This information is incomplete and must be revised for further review.
The plans must be updated to show the pond maintenance access roads to the facilities and must be a
minimum of 20 ft. wide and at grades that do not exceed 10%.
The plans must show a 10:1 aquatic bench and 10:1 maintenance bench around the storm water pond.
The Stormwater Facility Outlots must fully incorporate the 100‐year HWL, 10‐foot maintenance bench and
all maintenance access roads.
Add Outlet Control structure meeting City standards to replace the 15‐ft. wide pond overflow as the primary
outlet. The overflow should remain as an emergency overflow.
RESIDENTIAL STREETS
Public street standards. Liberty Court must be designed to meet the City’s Engineering Design Standards. A
60 ft. right‐of‐way width with 28 ft. wide street has been shown as required; and a 60 ft. cul‐de‐sac R/W
radius with 45 ft. cul‐de‐sac pavement radius has been shown as required.
PAGE 3 of 4
Liberty Court will result in a 510 ft. long cul‐de‐sac, meeting City standards.
Surmountable concrete curb and gutter shall be installed in single family residential areas with future
driveways.
Pedestrian facilities: A 6 ft. wide sidewalk has been shown along Liberty Court as required. The City should
review any potential connections to this sidewalk.
Ten (10) foot utility easements are required on either side of all right‐of‐ways.
STREET AND STROM SEWER PLANS
Correct plan view scale.
Label street and right‐of‐way width, and label cul‐de‐sac pavement and right‐of‐way radius.
Label concrete sidewalk width on the plan.
Add pedestrian ramp (call‐out in plan view) where sidewalk terminates at cul‐de‐sac.
Add City standard Typical Section per City detail 805 on the street plans. All information shown in the City
details must be shown on the typical section including cross‐slopes, boulevard tree setbacks, sidewalk
location and 10‐ft. small utility corridors on each side of right‐of‐way.
Add City standard detail 801 on the street plans to detail the minimum project pavement section.
Add City Standard Sidewalks and Trails Plan Notes dated March 2017 (Detail 500A).
Add City Standard Storm Sewer Plan Notes dated March 2017 (Detail 400A).
Revise street profile to meet City standards for vertical crest curve K= 19 minimum.
Label all storm sewer structures including FES.
The storm sewer system shall be designed to maintain the City standard minimum pipe cover of 3.0 feet.
Revise storm sewer from CBMH to FES to maintain minimum 3‐ft. pipe cover.
Per City requirements all storm sewer pipe easements must be a minimum 30‐feet in width. Additional
easement is required over Lots 5 and 6 to provide a minimum 30‐ft easement centered over the pipe.
Add profile for proposed driveway culvert and verify 30 ft. easement over pipe and structures.
Add storm sewer structure table showing casting type and build.
Call‐out sump manhole in plan view.
Drain tile is required as part of the City standard street section at all localized low points in the street.
Coordinate with Northport to extend drain tile per City standards, minimum 100 ft. on each side of road,
from existing catch basins in Northport development, south along Liberty Court. End each drain tile with a
clean‐out.
MUNICIPAL WATER SUPPLY
Municipal water supply is available immediately adjacent to the proposed development along Liberty Court.
The applicant is responsible to extend the municipal water into the development site at developer’s cost.
No trunk watermain oversizing applies.
MUNICIPAL SANITARY SEWER
Municipal sanitary sewer is available immediately adjacent to the proposed development along Liberty
Court. The applicant is responsible to extend sanitary sewer into the development site at developer’s cost.
No trunk sewer oversizing applies.
SANITARY SEWER AND WATERMAIN PLANS
Add plan scale and north arrow.
Add City Standard Watermain Plan Notes dated March 2017 (Detail 200A) to the utility plan.
Add City Standard Sanitary Sewer Plan Notes dated March 2017 (Detail 300A) to the utility plan.
Add existing gas main(s) and show pipe size, material and location (dimensions from easement edge). Gas
main depths must be field verified and placed on the plans at water/sewer service crossing.
Add and clearly show gas main easement area and contact information.
PAGE 4 of 4
Extend water and sewer service for Lot 7 completely across gas main easement as part of the development
improvements. Show extensions on the utility plan.
Revise 6” PVC sewer pipe with City minimum 8” PVC sewer main.
Realign the sewer pipe to the centerline of the Lot 7 drainage and utility easement. The pipe requires a
minimum 30‐ft easement centered over the pipe.
Relocate MH‐3 to remain a minimum 15‐ft outside of the gas main easement.
Add water and sewer service stubs to each lot including sewer stub invert.
All water/sewer stubs must be perpendicular to the street. Watermain and sewer main realignment will
be necessary in the cul‐de‐sac to meet this requirement.
Sanitary sewer service pipe to be called‐out as Schedule 40 and stubbed 10ft. beyond the right‐of‐way.
All curb stops to be located 10 ft. beyond the right‐of‐way.
Water/sewer stubs cannot terminate within a paved driveway surface.
Add sewer manhole to realign watermain/sewer main to remain under bituminous paved surface.
SIGNING/PAVEMENT MARKING/LIGHTING PLAN
Add signing, pavement marking and lighting plan per City standard plan format. Update sheet index.
Add Signing/Pavement Markings/Lighting Plan Notes dated March 2017 (Detail 900A).
Add one City standard light pole at the end of the cul‐de‐sac.
Add Street Light Note to indicate “Residential street lights shall be Xcel Energy 100W HPS California Acorn
(Black in Color) with a 15 ft. Aluminum Pole (Black in Color)”.
Add three (3) “No Parking” signs for no parking around cul‐de‐sac. No parking signs to be MnMUTCD R8‐3,
18”x18”.
DETAILS
Sheets C4.1‐C4.3. Add City details 210, 419, 420, 507A‐E, 508, 511, 514, 805, 901, 902, and 903.
SPECIFICATIONS
Submit Project Specifications for Wyndham Village for staff review using the City Standard Specifications
dated March 2017.
If supplementary specifications are also submitted, the following statement must be placed as the first clause
of the supplementary provisions, “The City Standard Specifications for Public Infrastructure, dated March
2017, shall apply to the work performed under this contract. Any supplemental specifications are intended to
supplement the City Standard Specifications, however they do NOT supersede the City Standard
Specifications, Details, Design Standards, or ordinances unless specific written approval has been provided
by the City.”
LANDSCAPE PLAN:
This review does not cover the Landscape Plan or Irrigation Plan. Plan review to be completed by other City
representatives.
The Landscape Plans must be revised to accommodate maintenance access to all storm water BMPs. Grades
along pond access cannot exceeded 10% and must be a minimum of 20 feet in width. Maintenance access
from public right‐of‐ways must be shown on the Landscape Plans.
CITY OF LAKE ELMO
WASHINGTON COUNTY, MINNESOTA
RESOLUTION NO. 2018-066
A RESOLUTION APPROVING A PRELIMINARY PLAT FOR
WYNDHAM VILLAGE
WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing
under the laws of the State of Minnesota; and
WHEREAS, the Lake Elmo Planning Commission reviewed a proposed Sketch Plan and
Comprehensive Plan Amendment Request for Wyndham Village on November 13, 2017; and
WHEREAS, the Lake Elmo City Council reviewed a proposed Sketch Plan and
approved a Comprehensive Plan Amendment Request for Wyndham Village on February 20,
2018; and
WHEREAS, the Metropolitan Council approved a Comprehensive Plan Amendment to
re-guide the land use of Wyndham Village from Rural Single Family to Village Low Density
Residential on March 14, 2018; and
WHEREAS, JP Bush, 11580 30th St N, Lakeland, MN 55043 has submitted an
application to the City of Lake Elmo (City) for a Preliminary Plat for Wyndham Village, a copy
of which is on file in the City of Lake Elmo Planning and Zoning Department; and
WHEREAS, the Lake Elmo Planning Commission held public hearing on June 4, 2018
to consider the Preliminary Plat request; and
WHEREAS, the Lake Elmo Planning Commission has submitted its report and
recommendation concerning the Preliminary Plat as part of a memorandum to the City Council
from for the July 3, 2018 Council Meeting; and
WHEREAS, the Lake Elmo Planning Commission adopted a motion recommending
approval of the Preliminary Plat; and
WHEREAS, the City Council reviewed the Preliminary Plat at its meeting held on June
19, 2018 and made the following findings of fact:
1) That the Wyndham Village preliminary plat is consistent with the Lake Elmo
Comprehensive Plan and the Future Land Use Map for this area.
2) That the Wyndham Village preliminary plat complies with the City’s Village Urban Low
Density Residential zoning districts with required condition of approval.
3) That the Wyndham Village preliminary plat complies with all other applicable zoning
requirements, including the City’s landscaping, storm water, sediment and erosion
control and other ordinances, and is consistent with the City’s engineering design
standards with corrections as noted by the City Engineer Review Memo dated May 30,
2018.
4) That the Wyndham Village preliminary plat complies with the City’s subdivision
ordinance.
NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby
approve the preliminary plat for Wyndham Village subject to the following conditions:
1) That the City approve a Zoning Map Amendment to rezone the property from Rural Single
Family to Village Low Density Residential
2) Homes within lots in which the Northern Natural Gas Company Easement (Document
384029) (“Northern Easement”) is located shall maintain a 20 foot principal building rear
yard setback from the Northern Easement.
3) All required modifications to the plans as requested by the City Engineer in a review
letter dated May 30, 2018 shall be incorporated into the plans, and plans shall be
approved prior to consideration of a final plat.
4) Preliminary plat and plans should be revised to dedicate additional right-of-way along 30th
Street and/or to expand the storm water to the 100-year High Water Level (HWL) flood area.
5) Written easement owner permission must be obtained, and copies provided to the City, for
work to be completed within the Northern Easement. The City must receive copies of the
written permission prior to approval of the final plat.
6) Written landowner permission must be submitted as part of the final plat development
applications for any off-site grading work and storm water discharges to adjacent properties.
7) The developer shall pay a cash contribution in lieu of land for park dedication equal to
10% of the fair market value of the entire parcel.
8) The developer shall obtain all required permits from Northern Natural Gas to perform
construction work over the gas line that runs from north to south across this site.
9) The preliminary landscape plan shall be approved by the City prior to recording of the final
plat.
10) The lot width of Lot 1 shall be increased to 70 feet, and all other lot dimension and bulk
requirements of the Village Urban Low Density zoning district must be met.
11) The applicant shall provide a disclosure statement to all first homeowners in the development
advising of the airport and associated over-flights as well as its proximity to the railroad and
associated noise and vibration.
12) All builders shall be encouraged to incorporate interior noise reduction measures into single
family residential structures within the subdivision based on the Metropolitan Council’s
Builder Guide.
13) All easements as requested by the City Engineer and Public Works Department shall be
documented on the Final Plat prior to the execution of the final plat by City Officials.
14) Prior to recording the Final Plat, the Developer shall enter into a Developers Agreement
acceptable to the City Attorney that delineates who is responsible for the design,
construction, and payment of public improvements.
15) The Applicant shall provide a detailed site plan for Lot 7 showing the proposed house
location and screening/buffering to be approved by Council and protected by a landscape
easement.
Passed and duly adopted this 3rd day of July 2018 by the City Council of the City of Lake Elmo,
Minnesota.
___________________________________
Mike Pearson, Mayor
ATTEST:
____________________________________
Julie Johnson, City Clerk
1
CITY OF LAKE ELMO
COUNTY OF WASHINGTON
STATE OF MINNESOTA
ORDINANCE NO. 08-212
AN ORDINANCE AMENDING THE LAKE ELMO CITY CODE OF ORDINANCES BY
AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF LAKE ELMO
SECTION 1. The City Council of the City of Lake Elmo hereby ordains the following properties to
be rezoned from RS – Rural Single Family to V-LDR Village Low Density Residential:
Section 13 Twp 029 Range 021. The east 460.50 feet of the west 1273.00 feet of the south 498.60
feet, and also the east 139.50 feet of the west 812.50 feet of the south 219.30 feet of the SW ¼ of
Section 13, Township 29, Range 21. PID# 13.029.21.43.0001.
SECTION 2. The City Council of the City of Lake Elmo also hereby ordains that the Zoning
Administrator shall make the applicable changes to the official Zoning Map of the City of Lake
Elmo.
SECTION 3. Effective Date. This ordinance shall become effective immediately upon adoption and
publication in the official newspaper of the City of Lake Elmo.
SECTION 4. Adoption Date. This Ordinance 08-212 was adopted on this __ day of _____, 2018, by a
vote of ___ Ayes and ___ Nays.
LAKE ELMO CITY COUNCIL
___________________________________
Mike Pearson, Mayor
ATTEST:
__________________________________
Julie Johnson, City Clerk
This Ordinance 08- was published on the ____ day of ___________________, 2018.
STAFF REPORT
DATE: July 3, 2018
ITEM #: 13
TO: City Council
FROM: Lake Elmo Fire Department Truck Committee
AGENDA ITEM: Approve purchase of Rescue/Engine and Equipment
REVIEWED BY: Greg Malmquist, Fire Chief
BACKGROUND:
July 2017, the Lake Elmo Fire Department Truck Committee began developing specifications for a
Rescue/Engine, while keeping the following goals in mind.
•Design a vehicle to maintain efficient delivery of our current level of service, now and into the
future.
•Gather all of our rescue equipment onto one vehicle for efficiency.
•Keep in mind that most initial responses will be with a 2 person crew, for ergonomics and
efficiencies.
•Combine 2 vehicles, (Engine 2 and Utility 2) into one to reduce vehicle purchase costs,
maintenance costs and space needs.
Also, through the process, the Truck Committee identified equipment to be purchased based on the
following:
•Replace equipment that has been removed from service because it exceeded its recommended
life, (Air bags)
•Replace current, 25 yr. old hydraulic tools that are obsolete and underpowered to meet the
demands of present day vehicle extrications.
•Replacement of homemade, unsafe cribbing and rescue struts with safer, more efficient items.
As part of the process, the committee visited several other area FD’s with similar vehicles, to look at their
trucks and discuss with those that designed and use them, recommended do’s and don’ts. Several
meetings were also held with a truck manufacturer to determine what was feasible or not to build. When
the Truck Committee felt they had met the goals and objectives with the design and specifications of this
vehicle it was moved forward in the process.
At the March 27, 2018 Public Safety Committee meeting, Chief Malmquist presented the specifications
and pricing for the Rescue/Engine and equipment. The committee supported the recommendations of the
Truck Committee. Due to the large expenditure, the Public Safety Committee requested a joint meeting
with the City Council at a workshop to discuss the purchase and funding.
At the April 10, 2018 Council Workshop the Rescue/Engine was presented and discussed. Council
requested more time to review the information and forward questions to Chief Malmquist. Chief
Malmquist responded to all questions and provided the requested information. During this time,
Administrator Handt and Chief Malmquist discussed options moving forward. It was determined that this
should be revisited by the Truck Committee, with the goal of determining funding options to get the total
cost of the project, including equipment, at or below the $700,000.00 that was in the CIP for replacement
of the two vehicles.
The Truck committee met on May 30th to review the specifications and identify additional funding
options. See attachment.
ISSUE BEFORE COUNCIL:
Whether or not to approve purchase of Rescue/Engine and equipment with revisions and utilization of
identified alternate funding sources as presented.
PROPOSAL DETAILS/ANALYSIS:
The Truck Committee has identified two items on the truck that could be purchased and added at a later
date as well as multiple finance options, (grants, donations, budget, sale of used trucks and used equipment)
that could be used towards the purchase.
FISCAL IMPACT:
CIP - $700,000.00, (2018 replacement of Engine 2=$625,000.00 and 2019 replacement of Utility
2=$75,000.00)
Additional funding from grants, donations, budget, sale of used equipment and sale of used vehicles. See
attached.
OPTIONS:
1) Move forward with purchase of Rescue/Engine and equipment.
2) Deny purchase.
RECOMMENDATION:
Motion: To approve purchase of Rescue/Engine and equipment, with a total cost, not to exceed
$700,000.00
ATTACHMENTS:
1.Revised HGAC Pricing Contract
2.Truck Drawing
3.Revised Truck Body Specifications
4.Revised Truck Chassis Specifications
5.Revised equipment list w/costs
6.Truck Committee recap of May 30th with financing recommendations.
To: City of Lake Elmo Date: 06-06-18
3800 Laverne Avenue North
Lake Elmo, MN 55042
RE: HGAC Truck Purchase Contract FS12-17
We hereby propose and agree to furnish, after your acceptance of this proposal and the proper execution by the City of
Lake Elmo, MN, hereinafter called the BUYER and an officer of Rosenbauer Minnesota LLC, Wyoming, MN a division
subsidiary of Rosenbauer America, hereinafter called the COMPANY, the following apparatus and equipment:
Rosenbauer Heavy Duty EXT Rear Mount Rescue Pumper Body $425,670.00
Rosenbauer Commander 4000 Chassis $258,632.00**
Discount for Apparatus Display at 2019 FDIC or 2019 MN Chiefs - $5,000.00
Deletion of Air Compressor only. Outlets and electrical remain - $1,950.00
Deletion of Entire Intercom system and Installation - $8,525.00
HGAC TOTAL … $668,827.00**
Six Hundred Sixty Eight Thousand Eight Hundred Twenty Seven Dollars and 00/100.
All of which are to be built in accordance with the specifications attached which are made a part of this agreement and
contract. Total contract price includes required HGAC interlocal agreement fee and also apparatus familiarization class.
NO ADDITIONAL TAXES OR FEES APPLY
**CHASSIS IS TO BE PROGESS PAID FOR IN THE AMOUNT SHOWN ABOVE UPONS ITS
COMPLETION AND ARRIVAL AT THE APPARATUS MANUFACTURERS FACILITY OR
ADDITIONAL INTEREST CHARGES WILL APPLY.
Delivery: The estimated delivery time for the completed apparatus, is to be made 360-390 calendar days after receipt of
and approval of this contract duly executed, (Chassis must arrive within 210 days or delivery may be delayed) subject to
all causes beyond the Company’s control. The quoted delivery time is based upon our receipt of the specified materials
required to produce the apparatus in a timely manner. The Company can not be held responsible for delays due to Acts
of God, Labor Strikes, or Changes in Governmental Regulations that result in delayed delivery to our manufacturing
facilities of these specified materials. This delivery estimate is based on the Company receiving complete and accurate
paperwork from the Buyer and that no major changes take place during pre-construction, mid point inspections or final
inspections. Changes required or requested by the Buyer during the construction process may be cause for an increase in
the number of days required to build said apparatus.
Payment Terms: Final payment for the apparatus shall be made at time of final inspection and pick up / delivery of the
completed vehicle. It is the responsibility of the Buyer to have full payment ready when the apparatus is complete and
ready to pick up. If payment is delayed or delivery is delayed pending payment, a daily finance and storage fee may
apply. Upon pick up of the apparatus by the Buyer, Buyer agrees to provide all liability and physical damage insurance.
It is further agreed that if on delivery and test, any defects should develop, the Company shall be given reasonable time
to correct same. Guarantee of the chassis is subject to the guarantee of the chassis manufacturer.
The amount in this proposal shall remain firm for 30 days.
Respectfully submitted, BUYER
We accept the above Proposal and
enter into contract with the signature(s) below.
Sales Rep Title
Sales Representative
Title
Date
After company receipt of this document signed by the Buyer, the document will be reviewed and upon
approval, countersigned by the Company putting the document in force.
ROSENBAUER MINNESOTA LLC.
Title
Date
QUOTATION General Safety Fire Apparatus
LAKE ELMO 2018 HGAC RESCUE PUMPER BODY
Exp. Date:03/21/2018
Quote No:10136-0050
03/12/2018 Page 1
PART NO S QTY DESCRIPTION EACH EXTENDED
1 == EXT Pmpr/Tnkr Bid Prep Forms - 108.018 01/08/18 ==0.00 0.00
1 ROSENBAUER APPARATUS SOLUTIONS - RAS - 08
JANUARY 2018
0.00 0.00
00-00-1300 1 Fire Department Name 0.00 0.00
00-00-1499 1 Overall Height Restriction, NONE 0.00 0.00
00-00-1509 1 Overall Length Restriction, NONE 0.00 0.00
00-00-1519 1 Overall Width Restriction, NONE 0.00 0.00
00-00-1529 1 Wheelbase Restriction, NONE 0.00 0.00
00-00-1539 1 Angle of Approach, NFPA Minimum, 8 Degrees 0.00 0.00
00-00-1549 1 Angle of Departure, NFPA Minimum, 8 Degrees 0.00 0.00
00-12-1100 1 Financial Stability Response 0.00 0.00
01-06-0510 1 Calculated Center of Gravity 0.00 0.00
1 == EXT Pmpr/Tnkr Warranties-BR - 108.018 01/08/18 ==0.00 0.00
01-16-0150 1 |-- Warranty, Apparatus, Body Warranty, 1 Year 0.00 0.00
01-19-0460 1 |-- Warranty, Bdy, Alum, Life-Time, Transferable 0.00 0.00
01-19-2450 1 |-- Warranty, Subframe, Lifetime Alum, Transferable 0.00 0.00
01-20-0360 1 |-- Warranty, Paint, PPG, 10 Years, EXT 0.00 0.00
01-21-0150 1 |-- Warranty, Lettering and Striping, 1 Year 0.00 0.00
01-17-0750 1 |-- Pump Warranty, Waterous, 5 Years 0.00 0.00
02-14-6250 1 Plmbg Warranty, Stnls Stl, 10 Years 0.00 0.00
01-33-3300 1 |-- Mnls, Bdy Complete, CD Compact Disc Version 129.00 129.00
01-33-5400 1 |-- Mnls, Elec, As Built Bdy, CD Compact Disc Version 317.00 317.00
1 == Use Drop Down For Chassis Options - 822.016
08/22/16 ==
0.00 0.00
1 == EXT Pmpr/Tnkr - DC Elec System COMMANDERS
ONLY - 108.018 01/08/18 ==
0.00 0.00
56-01-1700 1 |-- Siren, Elect, Whelen 295HFS2 589.00 589.00
56-02-1600 1 |-- Spkr, F-S Dynamax, ES100C 100 Watt 340.00 340.00
56-02-1650 1 |-- Spkr Grille, Stnls Stl, "R"82.00 82.00
56-03-1300 1 |-- Spkr Lctn, Bumper, Rcsd, Right Side 76.00 76.00
56-06-0500 1 |-- Siren, F-S, Q2B-NN Mech, Bumper, Partially Rcsd, Left
Side
2054.00 2054.00
56-07-1500 S < 1 |-- Siren Cntrl, F-S, Q2B, Dash Button, Center Dash 203.00 203.00
Center of dash to be accessible to driver and officer like Lake
Elmo aerial
56-07-1200 S < 1 |-- Siren Brake, F-S, Q2B, Center Dash 203.00 203.00
Center of dash to be accessible to driver and officer like Lake
Elmo aerial
03/12/2018 Page 2
PART NO S QTY DESCRIPTION EACH EXTENDED
57-02-1250 S < 1 |-- Lt Bar, Whelen, Ultra Freedom IV, #F4N7QLED,
LED, 72"
5146.00 5146.00
Fully populated clear lens lightbar with all red lights and one
clear on the driver side and all blue lights and one clear on the
passenger side.
All specified side, front and rear warning lights to flash in a
fast random pattern
57-08-1210 S < 1 |-- Trffc Emttr, GTT Honeycomb Strobe Style Opticom,
Roof Mntd, Wired to Park Brake
1651.00 1651.00
Emitter to be be strobe honeycomb style external roof
mounted emitter. Same model as was supplied with Lake Elmo
Viper aerial. Mounted to the driver side of the cab roof wired
to be on with master warning and off with park brake
57-10-0600 1 |-- Lightbar Cntrl, with Master Warning Switch 198.00 198.00
58-71-1770 1 |-- Wrn Lts, Whelen, Upper Rr (2) M9 LED 287.00 287.00
57-20-1426 S < 1 |-- Wrn Lt, Drvr, Whelen, M9, Split Red/Red LED,
Clear Lens, Ea
202.00 202.00
Split red/red
57-20-1427 < 1 |-- Wrn Lt, Offcr, Whelen, M9, Split Red/Blue LED,
Clear Lens, Ea
202.00 202.00
Red inboard and blue outboard
58-01-2180 2 |-- Flange, Chrome, Wrn Lt, Whln, M9 Ea 30.00 60.00
58-46-2100 1 |-- Wrn Lts, Whelen, Upper Side Front (2) M9 LED 287.00 287.00
57-20-1426 S < 1 |-- Wrn Lt, Drvr, Whelen, M9, Split Red/Red LED,
Clear Lens, Ea
202.00 202.00
Split red/red
57-20-1427 < 1 |-- Wrn Lt, Offcr, Whelen, M9, Split Red/Blue LED,
Clear Lens, Ea
202.00 202.00
Red forward blue rearward
58-01-2180 2 |-- Flange, Chrome, Wrn Lt, Whln, M9 Ea 30.00 60.00
58-61-2100 1 |-- Wrn Lts, Whelen, Upper Side Rr (2) M9 LED 287.00 287.00
57-20-1426 S < 1 |-- Wrn Lt, Drvr, Whelen, M9, Split Red/Red LED,
Clear Lens, Ea
202.00 202.00
Split red/red
57-20-1427 < 1 |-- Wrn Lt, Offcr, Whelen, M9, Split Red/Blue LED,
Clear Lens, Ea
202.00 202.00
Red forward blue rearward
58-01-2180 2 |-- Flange, Chrome, Wrn Lt, Whln, M9 Ea 30.00 60.00
58-03-6199 1 |-- Turn Signals, Upper Wing Position, Chassis Supplied 0.00 0.00
58-03-7300 1 |-- Wrn Lts, Whelen, Inbrd Warn Lt, (2) M6 LED 287.00 287.00
57-20-1210 1 |-- Wrn Lt, Drvr, Whelen, M6, Red LED, Clear Lens,
Ea
128.00 128.00
57-20-1211 1 |-- Wrn Lt, Offcr, Whelen, M6, Red LED, Clear Lens,
Ea
128.00 128.00
58-01-2140 2 |-- Flange, Chrome, Wrn Lt, Whln, M6, Ea 30.00 60.00
58-03-7400 1 |-- Wrn Lts, Whelen, Outboard Warn Lt Frnt, (2) M6 LED 287.00 287.00
57-20-1210 1 |-- Wrn Lt, Drvr, Whelen, M6, Red LED, Clear Lens,
Ea
128.00 128.00
03/12/2018 Page 3
PART NO S QTY DESCRIPTION EACH EXTENDED
57-20-1213 1 |-- Wrn Lt, Offcr, Whelen, M6, Blue LED, Clear Lens,
Ea
128.00 128.00
58-01-2140 2 |-- Flange, Chrome, Wrn Lt, Whln, M6, Ea 30.00 60.00
58-09-2000 1 |-- Wrn Lts, Whelen, Intrsct (2) M6 LED 287.00 287.00
57-20-1226 S < 1 |-- Wrn Lt, Drvr, Whelen, M6, Split Red/Red LED,
Clear Lens, Ea
156.00 156.00
Split red/red
57-20-1227 < 1 |-- Wrn Lt, Offcr, Whelen, M6, Split Red/Blue LED,
Clear Lens, Ea
156.00 156.00
Red forward blue rearward
58-01-2140 2 |-- Flange, Chrome, Wrn Lt, Whln, M6, Ea 30.00 60.00
58-16-2100 1 |-- Wrn Lts, Whelen, Lwr Mid Chassis (2) M6 LED 287.00 287.00
57-20-1226 S < 1 |-- Wrn Lt, Drvr, Whelen, M6, Split Red/Red LED,
Clear Lens, Ea
156.00 156.00
Split red/red
57-20-1227 < 1 |-- Wrn Lt, Offcr, Whelen, M6, Split Red/Blue LED,
Clear Lens, Ea
156.00 156.00
Red forward blue rearward
58-01-2140 2 |-- Flange, Chrome, Wrn Lt, Whln, M6, Ea 30.00 60.00
58-26-2000 1 |-- Wrn Lts, Whelen, Low Mid Bdy (2) M6 LED 287.00 287.00
57-20-1226 S < 1 |-- Wrn Lt, Drvr, Whelen, M6, Split Red/Red LED,
Clear Lens, Ea
156.00 156.00
Split red/red
57-20-1227 < 1 |-- Wrn Lt, Offcr, Whelen, M6, Split Red/Blue LED,
Clear Lens, Ea
156.00 156.00
Red forward blue rearward
58-01-2140 2 |-- Flange, Chrome, Wrn Lt, Whln, M6, Ea 30.00 60.00
58-36-2600 S < 1 |-- Sound Off nLineTracers In Rub Rail 2113.00 2113.00
SoundOff nLine tracer style running lights shall be installed in
the rub rail of the apparatus. The following lights shall be
installed:
One (1) pair of 48" nLine lights shall be installed below the L4
and R4 compartments.
One (1) pair of 72" nLine lights shall be installed below the
L1/L2 and R1/R2 compartments.
The lights shall have a Red (driver side) Red/Blue (passenger
side) light pattern to each light and shall be wired with the
remaining apparatus lighting through the VMUX similar to
Roseville Crossfire.
58-81-2000 1 |-- Wrn Lts, Whelen, Low Rr (2) M6 LED 287.00 287.00
57-20-1226 S < 1 |-- Wrn Lt, Drvr, Whelen, M6, Split Red/Red LED,
Clear Lens, Ea
156.00 156.00
Split red/red
57-20-1227 < 1 |-- Wrn Lt, Offcr, Whelen, M6, Split Red/Blue LED,
Clear Lens, Ea
156.00 156.00
Red outboard blue inboard
03/12/2018 Page 4
PART NO S QTY DESCRIPTION EACH EXTENDED
50-08-1000 1 Elecal, Base, Multi-Plex, Weldon V-MUX Bdy 6247.00 6247.00
55-11-1100 1 |-- Dr Open/Hazard Wrn Lt, w/Chassis 0.00 0.00
55-13-1065 1 |-- V-MUX Dr Open, Isolation, Body Main Cmpt Doors, On
Vista Screen w/Accessories
1397.00 1397.00
50-12-1092 1 Swtch Panel, Multiplex, Chassis Supplied 0.00 0.00
50-15-3100 1 Battery Swtch, Mstr Disconnect , Chs Sppld 0.00 0.00
50-20-2100 1 Shore Power Transfer Swtch, 120V, 30Amp 882.00 882.00
50-41-6100 1 Air Horns (2) 24" Round Grover Stutter Tone 653.00 653.00
50-41-8140 1 Air Horn Location (2) Recess Mounted, Outboard, 1 Ea Side 0.00 0.00
50-43-1000 1 Air Horn Cntrls 0.00 0.00
50-43-2000 1 |-- Air Horn Cntrl, Driver, Horn Ring, Air/Elec 254.00 254.00
50-43-2300 S < 1 |-- Air Horn Cntrl, Center, Sgle Dash Swtch 205.00 205.00
Center of dash so accessible to driver and officer in same
location as Lake Elmo aerial
51-05-6290 1 Lt, Engine Cmpt, Chassis Supl'd 0.00 0.00
51-05-6400 2 Lt, Pump Cmpt, 12 Volt LED With Swtch 173.00 346.00
51-05-9000 2 |-- Switch on Light Head 0.00 0.00
51-20-3100 1 |-- Fldlt, Mntg Lctn, Front Edge Of Cab Roof 109.00 109.00
51-15-4186 < 1 |-- Fldlt, Fire Research, Spectra SPA800-Q28, 28,000
Lmns, Contour Brow Mnt
1873.00 1873.00
Black bezel
54-15-6002 1 |-- Scene Lt Swtch , Front Scene Lts, Cab Switch Panel 96.00 96.00
52-01-1100 1 Back Up Alarm, w/Chassis 0.00 0.00
52-02-1110 S < 1 Back Up Camera, Install Chassis Supl'd, EXT 172.00 172.00
Back up camera to be tied to both Vistas but will only come on
automatically on the driver side. Officer will have to access
through the menu on the officer side Vista.
52-08-1300 < 4 |-- HandLt, Survivor LED, Orange, w/ 12V Chrgr (#90509)302.00 1208.00
Located in cab in same location as Lake Elmo aerial
52-08-2300 1 |-- HandLt Install Lctn, Cab, Define 0.00 0.00
52-10-3201 S < 1 Intercom System, FireCom 5200D Wireless (Dual Radio)1979.00 1979.00
Intercom system to be set up to be wireless for driver and
officer radio transmit and intercom. Rear crew positions (2) to
be wired intercom only.
52-10-3290 4 |-- Hanger Hook - Headset 39.00 156.00
52-10-3310 2 |-- Headset, Wireless, Intercom w/Transmit, Firecom,
UHW505
1182.00 2364.00
52-10-3320 S < 2 |-- Headset, Wired Intercom, Intercom Only, Firecom,1156.00 2312.00
Two (2) headsets for rear crew positions to be wired headsets.
Intercom only.
52-10-3350 S < 1 |-- Base Station, Wireless Driver and Officer and Wired for
Rear Crew
1714.00 1714.00
Driver and Officer to be wireless and wired for the crew area
52-15-1700 1 Radio, Fire, Install Cstmer Supl'd 974.00 974.00
51-00-1700 1 |-- 12V Power/Ground, 30A, Radio Lctn 321.00 321.00
51-00-4000 1 |-- Switched Power, Thru Master 0.00 0.00
03/12/2018 Page 5
PART NO S QTY DESCRIPTION EACH EXTENDED
52-15-1500 1 |-- Radio Spkr, Fire, Install Cstmer Supl'd, Ea 318.00 318.00
52-15-1800 < 1 |-- Radio, Fire, Remote Head, Install Cstmer Supl'd 196.00 196.00
Located at pump panel
53-01-1200 1 Marker Lts, LED, DOT Requirements 195.00 195.00
53-02-1250 1 License Plate Brkt, Cast Prdts, LP0005-1-C w/ LED Lt 211.00 211.00
53-03-0065 1 Whelen Rr DOT LED Ltng Pkg M6 97.00 97.00
53-03-2750 1 |-- Tail/Brake Lts, Whelen, LED, M6 (Pair)273.00 273.00
53-04-2750 1 |-- Turn Signals, Whelen, LED w/ Arrow, M6 (Pair)243.00 243.00
53-06-3550 1 |-- Backup Lts, Whelen, LED, M6 (Pair)333.00 333.00
53-07-1210 1 |-- Tail Lt Bezel, 4 Lts, Whln M6 (Pair), ABS Chrome 401.00 401.00
53-05-1800 1 Turn Signals, Mid Bdy, LED Marker Lt (Pair)102.00 102.00
54-02-1100 1 |-- Ground Lts, Cab, Supl'd w/Custom Chassis 0.00 0.00
54-03-1220 1 |-- Ground Lts, Pump Panel, LED, Pr Whelen 3SC0CDCR 239.00 239.00
54-03-1420 1 |-- Ground Lts, Mid Body, LED, Whelen 3SC0CDCR, Pair 239.00 239.00
54-03-1620 1 |-- Ground Lts, Rr Step, LED, Whelen 3SC0CDCR, Pair 239.00 239.00
54-03-1820 1 |-- Ground Lts, Bhnd Rr Wheels, LED, Whelen
3SC0CDCR, Pair
239.00 239.00
54-04-1999 1 |-- Lt Swtch , Ground Lts w/ Park Brake 0.00 0.00
54-10-1450 2 Step Lt, Rr Tailboard, LED, Ea 58.00 116.00
54-11-1300 < 6 Wlkwy Lt, Roof, LED, Ea 58.00 348.00
Three (3) each side of walkway
54-11-2100 1 Lt Swtch , Step/Wlkwy Lts Wired Park Brake Swtch 0.00 0.00
54-15-4610 S 6 Scene Lt, Fire Research, Spectra MAX, LED SPA260-Q20,
Surface Mount
1432.00 8592.00
54-15-5100 1 |-- Scene Lt Lctn, Left Side Of Cab 76.00 76.00
54-15-5200 1 |-- Scene Lt Lctn, Right Side Of Cab 76.00 76.00
54-15-5500 2 |-- Scene Lt Lctn, Left Side Of Bdy 0.00 0.00
54-15-5600 2 |-- Scene Lt Lctn, Right Side Of Bdy 0.00 0.00
54-15-6494 1 |-- 3-Way Cntrl Swtch, Left Scene Lts, Driver & Officer
VISTA/Pmp Pnl
269.00 269.00
54-15-6594 1 |-- 3-Way Cntrl Swtch, Right Scene Lts, Driver & Officer
VISTA/Pmp Pnl
269.00 269.00
54-15-1290 2 |-- Scene Lt, Whelen, M9LZC LED, w/Chr trim ring 579.00 1158.00
54-15-5700 2 |-- Scene Lt Lctn, Rr Of Bdy 0.00 0.00
54-15-6694 1 |-- 3-Way Cntrl Swtch, Rr Scene Lts, Driver & Officer
VISTA/Pmp Pnl
269.00 269.00
54-15-6700 1 |-- Scene Lt Swtch , Rr Scene Lts, Auto w/ Reverse 116.00 116.00
59-01-0000 1 Miscellaneous Wrn Lts 0.00 0.00
59-02-1110 1 |-- Roto Ray Lt, Red-Clear-Blue, LED 2022.00 2022.00
1 == EXT SA Pmpr/Tnkr Chassis Modifictns - 108.018
01/08/18 ==
0.00 0.00
10-01-1100 1 Vehicle Dimensions, Sngl Axle 0.00 0.00
10-02-1100 1 Label, Data, Fluid Levels 47.00 47.00
10-02-1200 1 Label, Data, Height x Length, Weight 47.00 47.00
10-02-1300 1 Label, Data, "No Ride" Rr Step 47.00 47.00
10-02-1400 1 Label, Data, Tire Pressure 47.00 47.00
10-02-2100 1 Label, Indicating Number of Seats 47.00 47.00
10-02-2500 1 Label, "Caution: Do Not Wear Helmet While Seated"47.00 47.00
10-03-3102 1 Tow Devices, Supplied & Shipped Loose w/ Chassis, Install
(Pair)
76.00 76.00
10-03-6020 1 Tow Plates (2), Rr Frame Rail, Under Step, 3/4"x3"ID 179.00 179.00
03/12/2018 Page 6
PART NO S QTY DESCRIPTION EACH EXTENDED
80-43-2400 1 |-- Painting, Tow Plates, Blk 0.00 0.00
10-04-0420 1 |-- Front Bumpers, 4000, 2-Rib S/S 12"H, S/S Wings 0.00 0.00
10-05-4228 1 |-- Frnt Bmpr, 4000, 2-Rib S/S 12"H, T/P Apron, S/S
Wings, 28" Extnsn
2283.00 2283.00
10-04-2710 1 |-- Bumper Cmpt, Center, Reel Compt 579.00 579.00
10-04-3160 S < 1 |-- Bumper Cmpt Door, Alum T/P, Raised Style 209.00 209.00
Lid slightly larger than reel so that it can also cover the right
side of reel discharge swivel and also the left side of reel
compressor air outlet.
10-04-3225 1 |-- Bmpr Cmpt Lt, OSS Nt Axe 18" LED, Auto, w/Dr Opn
Indctr, Ea
279.00 279.00
10-04-3460 2 |-- Bumper Compt Door Gas Shock 96.00 192.00
10-06-1110 1 Whl Trim, S/S Hub/Lug Cvrs, Front/Rr, Sngl Axle 386.00 386.00
10-06-1602 1 Tire Pressure Indicator, Sngl Axle, Commanderm p/n
RWTG1235
180.00 180.00
10-07-0100 1 |-- Exhaust Supplied With Chassis 0.00 0.00
10-08-2100 1 Mud Flaps, Rr Whls, Blk, w/ Bdy 191.00 191.00
10-13-1199 S 1 |-- Motors Supl'd Frame Work for Full Height/Width compt
w/roll up doors
0.00 0.00
10-13-4200 1 |-- Binder Storage Module, Cab, Custom Chassis, Rear
Engine Tunnel, Three (3) 2"
360.00 360.00
10-13-3540 1 |-- Exterior Finish, Cabinet, To Match Cab Interior 287.00 287.00
10-13-3550 1 |-- Interior Finish, Cabinet, Natural 0.00 0.00
44-40-1500 S < 1 |-- Ventilation System, Sabre-Vent, 120V Pwrd, Rear Interior
Cab Compt
2300.00 2300.00
A powerful Sabre vent power compartment ventilation system
shall be provided to circulate air through the entire rear cab
wall gear compartment. The system shall consist of 120 volt
AC powered fans to circulate and force fresh air into and out
of the compartment with a 24 hour adjustable timer to control
all of the ventilation fans. The compartment ventilation fans
shall be connected to the shoreline power system and shall
pull fresh air from the exterior of the compartment(s) and
circulate air out of the compartment(s) as well.
10-18-6000 1 Cab Tilt Control, Cstm, Left Front Cmpt or Pump Panel 297.00 297.00
1 == EXT Rear Mount Pumper Pump&Plumbing - 108.018
01/08/18 ==
0.00 0.00
20-24-2200 1 |-- Pump, Waterous, CXK/C20, 1 Stage, Rr Mt 0.00 0.00
20-24-2120 S 1 |-- Pump Flow Rtng, Waterous, CXK/C20, 1250 GPM,
RM
35798.00 35798.00
22-30-4302 1 |-- Intk, Mstr, Gtd, 6" NST, 6" ELK Elec Vlv, Rr Ctr - Rr
Mt, UBEC1 Cntrl
3720.00 3720.00
21-01-2500 1 |-- Drain/Bleeder, IC Lift-Up, Mnl 1/4 Turn 118.00 118.00
22-40-7920 1 |-- Adptr, Color Coded, 30 Deg, 6"F x 5" Storz 172.00 172.00
22-41-7220 1 |-- Cap, 5" Storz, Color Coded, Lckng, w/Chain or
Cable
85.00 85.00
20-26-2200 1 |-- Pump Seal, Mech, Waterous 419.00 419.00
20-26-2400 1 |-- Pump Impeller, Waterous, Flame Plated Hubs 415.00 415.00
20-26-2600 1 |-- Pump Anode, Waterous, Removable 238.00 238.00
20-26-3050 < 1 |-- Pump Manufacturer's Pneumatic Pump Shift 914.00 914.00
Waterous air/air located on driver side of center Havis console
20-26-4400 1 |-- Pump Primer, Waterous, VPO, Oil Less, Elec, Push
Button
1565.00 1565.00
03/12/2018 Page 7
PART NO S QTY DESCRIPTION EACH EXTENDED
27-10-3400 1 |-- Pressure Gvrnr, FRC, In-Cntrl, w/Bdy, TGA300 2919.00 2919.00
1 STAINLESS STEEL PUMP PLUMBING *0.00 0.00
21-00-2000 1 |-- Screens/Anodes, Pump 144.00 144.00
21-00-3300 1 |-- Piping, Stnls Stl - 1250 GPM & Up 794.00 794.00
21-01-0200 1 |-- Pump Drain, Master, Manifold, Push Pull Type 344.00 344.00
21-01-5500 1 |-- Intk Manifold, Stnls Stl 728.00 728.00
21-01-6500 1 |-- Dschg Manifold, Stnls Stl 728.00 728.00
21-01-7100 1 |-- Painting, Pump & Piping, Silver 648.00 648.00
21-01-8100 1 |-- Threads, National Hose (NST)0.00 0.00
22-51-5400 1 |-- Tank-To-Pump, Water Tank, 3" Vlv/4" Piping, Rr Mt 1411.00 1411.00
22-50-0100 1 |-- Single Tank to Pump Control - Pump Operator's
Panel
0.00 0.00
24-62-2320 1 |-- Vlv Mfger, ELK, (3"), Electric 1248.00 1248.00
22-55-5800 1 |-- Intk Vlv Cntrl, ELK, 3" Elec, UBEC1 721.00 721.00
23-02-1300 1 |-- Tank Fill/Cooling Line, Water Tank, 2"499.00 499.00
24-62-2220 1 |-- Vlv Mfger, ELK, (2"), Electric 1062.00 1062.00
22-55-5600 1 |-- Intk Vlv Cntrl, ELK, 2" Elec, UBEC1 721.00 721.00
20-30-3500 1 |-- Pump Instln, Rr Mt Split-Shaft, By Bdy Bldr 4589.00 4589.00
20-31-1000 1 Fire Pump Testing - Pumpers/Tankers 0.00 0.00
20-31-1100 1 |-- Pump Test, Pumper, UL 1208.00 1208.00
20-31-1500 1 |-- Pump Test, Label 82.00 82.00
20-31-3200 1 Dump-Relief Vlv, Suction Side, ELK #40, NST 732.00 732.00
20-31-4110 1 Pump Cooler, Bypass-To-Tank, 3/8", IC Mini-Twist Handle 226.00 226.00
20-31-5110 1 Heat Exchanger, Engine, Hook-Up Only, IC Mini-Twist Handle 218.00 218.00
22-30-1100 1 Intk, Gtd, 2-1/2", Rr Left Side, Rr Mt 831.00 831.00
21-01-2502 1 |-- Drain/Bleeder, IC Lift-Up, Mnl 1/4 Turn - Spec Only 118.00 118.00
22-41-1120 1 |-- Plug, 2-1/2", Color Coded, Rocker Lug, w/Chain 54.00 54.00
24-62-2250 1 |-- Vlv Mfger, ELK (2-1/2"), Manual, Swing Type, Adjacent
Control
244.00 244.00
22-55-5020 1 |-- Intk Vlv Cntrl, ELK, Mnl Swing Type-Adjacent 176.00 176.00
23-14-4200 < 1 |-- Dschg, 2-1/2", Front RH Bumper, Swivel, NST 2905.00 2905.00
No hosewell, just plumbed up next to the right of the hose reel
under the raised lid reduced down to 1 1/2"
21-01-2200 1 |-- Drain/Bleeder, Class 1, Automatic 116.00 116.00
23-05-9200 1 |-- Hose Connection, Abv Frnt Bmpr, Swivel 0.00 0.00
24-01-2400 1 |-- Adptr, Reducing, 2-1/2" NST F x 1-1/2" NST M,
Chrome
72.00 72.00
24-61-2270 1 |-- Vlv Mfger, ELK, (2-1/2"), Electric 1067.00 1067.00
24-54-3120 1 |-- Vlv Cntrl, ELK, 2-1/2" Elec UBEC2 Pres Mtr 1218.00 1218.00
27-03-9100 1 |-- Meter, Pressure, English, PSI 0.00 0.00
23-16-1100 S < 1 |-- Speedlay Dschg, (1) 1-1/2", Front of Bdy, NST 2370.00 2370.00
In addition to the one (1) plumbed speedlay there will be a 2
1/2" deadlay hose tray cartridge located ahead of the 1 3/4"
speedlay. This hose cartridge is to have capacity for 300' of 2
1/2" hose. There will be no plumbing for this 2 1/2" hose tray.
21-01-2202 1 |-- Drain/Bleeder, Class 1, Automatic - Spec Only 116.00 116.00
23-16-8100 < 3 |-- Speedlay, 1-3/4", Removable Hose Tray, Alum 325.00 975.00
Single stack hose tray for 150' of 1 3/4" hose with 1 spare tray
for it.
The third cartridge is for the specified 2 1/2" deadlay. No
03/12/2018 Page 8
PART NO S QTY DESCRIPTION EACH EXTENDED
spare tray is desired for this deadlay so a total of three trays.
24-61-2220 1 |-- Vlv Mfger, ELK, (2"), Electric 1024.00 1024.00
24-54-3020 1 |-- Vlv Cntrl, ELK, 2" Elec UBEC2 Pres Mtr 1218.00 1218.00
27-03-9100 1 |-- Meter, Pressure, English, PSI 0.00 0.00
23-16-2100 S < 1 |-- Speedlay Deadlay for 2-1/2" Hose, Ahead of 1 1/2"
Speedlay
882.00 882.00
This is to be a deadlay ahead of the 1 1/2" speedlay with no
plumbing
23-20-2100 1 Dschg, 2-1/2", Rr Center Pump Panel, Left Side, NST 916.00 916.00
21-01-2500 1 |-- Drain/Bleeder, IC Lift-Up, Mnl 1/4 Turn 118.00 118.00
24-02-1212 1 |-- Elbow, 2-1/2"F x 2-1/2" NST M, Color Coded 136.00 136.00
24-03-1420 1 |-- Cap, 2-1/2", NST Color Coded, Rocker Lug, w/Chain 51.00 51.00
24-61-2270 1 |-- Vlv Mfger, ELK, (2-1/2"), Electric 1067.00 1067.00
24-54-3120 1 |-- Vlv Cntrl, ELK, 2-1/2" Elec UBEC2 Pres Mtr 1218.00 1218.00
27-03-9100 1 |-- Meter, Pressure, English, PSI 0.00 0.00
23-20-3200 S < 1 Dschg, 3", Rr Center Pump Panel, Center, NST 1116.00 1116.00
Center
21-01-2500 1 |-- Drain/Bleeder, IC Lift-Up, Mnl 1/4 Turn 118.00 118.00
24-02-2520 1 |-- Elbow, Color Coded, 5" Storz x 3"F 159.00 159.00
24-03-2220 1 |-- Cap, Color Coded, 5" Storz, w/Cable 85.00 85.00
24-61-2320 1 |-- Vlv Mfger, ELK, (3"), Electric 1209.00 1209.00
24-54-3220 1 |-- Vlv Cntrl, ELK, 3" Elec UBEC2 Pres Mtr 1218.00 1218.00
27-03-9100 1 |-- Meter, Pressure, English, PSI 0.00 0.00
23-20-2300 1 Dschg, 2-1/2", Rr Center Pump Panel, Right Side, NST 916.00 916.00
21-01-2500 1 |-- Drain/Bleeder, IC Lift-Up, Mnl 1/4 Turn 118.00 118.00
24-02-1212 1 |-- Elbow, 2-1/2"F x 2-1/2" NST M, Color Coded 136.00 136.00
24-03-1420 1 |-- Cap, 2-1/2", NST Color Coded, Rocker Lug, w/Chain 51.00 51.00
24-61-2270 1 |-- Vlv Mfger, ELK, (2-1/2"), Electric 1067.00 1067.00
24-54-3120 1 |-- Vlv Cntrl, ELK, 2-1/2" Elec UBEC2 Pres Mtr 1218.00 1218.00
27-03-9100 1 |-- Meter, Pressure, English, PSI 0.00 0.00
24-30-5800 < 1 |-- Hose Reel, HAN, Frnt Bmpr, Alum 2437.00 2437.00
Reel cover is specified in bumper modification section
24-31-2100 1 |-- Hose Reel, Rwnd Cntrl, Weatherproof Push Button 109.00 109.00
24-32-1600 1 |-- Dschg, Hose Reel, 2"638.00 638.00
21-01-2500 1 |-- Drain/Bleeder, IC Lift-Up, Mnl 1/4 Turn 118.00 118.00
24-32-1700 1 |-- Dschg, Hose Reel, Plmbd to Normal Pressure 0.00 0.00
24-61-2220 1 |-- Vlv Mfger, ELK, (2"), Electric 1024.00 1024.00
24-54-3020 1 |-- Vlv Cntrl, ELK, 2" Elec UBEC2 Pres Mtr 1218.00 1218.00
27-03-9100 1 |-- Meter, Pressure, English, PSI 0.00 0.00
24-33-1500 S < 2 |-- Hose, Water, Neidner Reel-Tex, 1 1/2" x 50-ft 532.00 1064.00
100' of Neidner Reel-Tex 1 1/2" hose in 50' lengths
24-33-8000 1 |-- Nzl, Mtg, Hose Reel 84.00 84.00
24-33-9080 1 |-- Roller, Hose Reel, Front 267.00 267.00
27-37-3150 1 |-- Air Blow Out, Hose Reel, Chassis Air, Mnl 1/4 Turn Vlv 416.00 416.00
25-06-3100 1 |-- Foam Sys, F/PRO 2001, Cls A/B, 2.6G, 12V S105-2001 9772.00 9772.00
25-20-1200 1 |-- Foam Plmbg, Sngl Class A Tank, 1" Mnl Vlv 149.00 149.00
25-21-1500 1 |-- Foam Tank, Intgrl Poly, 30 Gal, Class A 702.00 702.00
25-22-9300 1 |-- Foam Tank, UPF 0.00 0.00
25-23-1000 1 |-- Foam Tank Drain, 1" Gate Vlv, Under Tank 225.00 225.00
27-36-1100 1 |-- Foam Tank Gauge, FRC TankVision Pro 300, Class
A, Pump Panel #WLA360-A00
684.00 684.00
25-19-9000 1 |-- Foam System, NFPA #1901, Install Standards 0.00 0.00
03/12/2018 Page 9
PART NO S QTY DESCRIPTION EACH EXTENDED
1 == EXT Rear Mount Pumper Pump Cmpt - 108.018
01/08/18 ==
0.00 0.00
26-40-1500 S < 1 Pump Enclsr, Specs, Rr Mt, EXT 10579.00 10579.00
The rear pump / panel is to be located set back behind the
rear of body roll up door.
26-40-2200 1 |-- Pump Panel Lctn, Rr Mt, LH Side Bhnd Rr Whls 1649.00 1649.00
26-40-4300 1 |-- Pump Cntrl Panel Enc Door, Rr Mt, Left Side, Roll Up 0.00 0.00
26-40-3900 1 Pump Cntrl Panel, Rr Mt, LogicColor 1106.00 1106.00
26-40-5100 1 Pump Access Dr, Rr Mt, Upper Rr, Stnls Stl 923.00 923.00
26-40-5500 S < 1 Lower Pump Access Panel, Rr Mt, Thumb Latches 354.00 354.00
The lower portion of the rear center pump panel shall be
removable with thumb latches when the elbows, adaptors and
caps etc. are removed.
26-50-1200 < 1 Heater, Pump Enc, 30,000BTU, w/Swtch on Pmp Oprtr's Pnl 529.00 529.00
Seal up pump area underneath as best possible for heat
retention.
26-50-3300 1 Heat Pan, Pump Enc, Rr Mnt, Removable 1149.00 1149.00
26-55-1100 1 Labels, Test Data and Safety Placards 82.00 82.00
26-55-2410 1 Labels, IC Color Coded, EXT 400.00 400.00
26-56-1430 1 Pump Panel Lts (2), Rr Mt, (2) Grote #01-61F8-70 Low Profile,
LED
133.00 133.00
26-56-2000 1 Pump Panel Lt (1), Actuated w/Pump Engagement 109.00 109.00
27-01-2500 1 |-- Mstr Gauges, IC, 6" PSI, Pr 718.00 718.00
27-01-4100 1 Gauge, Test Taps 65.00 65.00
27-35-1100 1 Water Tank Gauge, FRC, TankVision Pro 300, Pump Panel
WLA300-A00
547.00 547.00
27-37-1100 1 Air Horn, Push Button, Pump Panel 192.00 192.00
1 == EXT HLFD / HRFD SA Rear Mount Pmpr - 108.018
01/08/18 ==
0.00 0.00
25-28-1160 S 1 Water Tank, 750 Gal, Pmpr/Tnkr , Poly, Rect 10911.00 10911.00
25-42-1100 1 |-- Water Tank, Base Specs, Poly 0.00 0.00
25-42-1200 1 |-- Water Tank, Manufacturer, UPF, Poly 0.00 0.00
25-44-1700 1 |-- Water Tank, Fill Tower, 10" x 10", EXT 0.00 0.00
25-50-1400 1 |-- Water Tank Clean-out & Plug, 3"0.00 0.00
29-00-2120 S 1 Hosebed, Pmpr, >168" L, HD, 39" Wide - EXT 1286.00 1286.00
29-10-2050 1 Hosebed, Grating, Extrd Alum, >168" Long - EXT 0.00 0.00
29-10-5020 1 Hosebed Storage Cpcty, EXT 0.00 0.00
29-10-5090 1 |-- Hosebed, Strge Cpcty, 30 Cubic Feet, Minimum 0.00 0.00
29-10-6000 5 |-- Hosebed, Strge Cpcty 5" LDH SJ Rubber (100-ft)0.00 0.00
29-10-8550 S 1 Hosebed, Partition, Front of Hosebed, Less than 48" - EXT 274.00 274.00
29-20-6450 S < 1 Hosebed Cvr, Alum T/P, >168" L, 37-48" Wide - EXT 3616.00 3616.00
The hosebed cover will be a single hinged cover hinged on
the driver side with breaks as necessary for reinforcement and
also reinforcements under the cover as it will serve as both a
walk way and hosebed cover. Heavy gas assist shocks will be
provided to make it easy for one person to lift the
walkway/cover from the rear of the truck via the handrail
mounted on the rear of it.
03/12/2018 Page 10
PART NO S QTY DESCRIPTION EACH EXTENDED
29-20-6650 1 |-- Mnl Operation, Hosebed Cvr, Alum T/P 0.00 0.00
29-20-7325 2 |-- Hsbd Cvr Lt, OSS Access, 36" LED Tube Lt, Ea 160.00 320.00
29-20-7800 S < 1 |-- Rr Heavy Duty D&S Vinyl Flaps with Chevron for Alum
Cvr
274.00 274.00
D&S brand vinyl flap with red/green amber weighted at the
bottom and also provided with easy access retention stretch
cords and hooks.
29-20-5604 1 |-- Vinyl Color, CUSTOM COLOR 0.00 0.00
30-01-2020 S 1 Bdy Const - Rosenbauer EXT - SA RrMt Pumper 27943.00 27943.00
30-01-2250 1 |-- Electrolysis Corrosion Cntrl 102.00 102.00
30-01-3460 1 |-- Side Body Height, EXT-SA RrMt Pmpr, 106"
(Commander 24" RR)
6372.00 6372.00
30-02-1920 1 |-- Side Body Header, Alum, Pntd, Sngl Axle, EXT 1129.00 1129.00
44-05-1200 1 |-- Whl Well Panel, Alum, Pntd, Sngl Axle 870.00 870.00
44-06-4320 1 |-- Fenderette, Polished Stainless Steel, EXT 476.00 476.00
30-10-1520 1 |-- Sub-Frame, EXT, SA RrMt Pmpr 3153.00 3153.00
31-01-6072 S 1 100" OAW, 24" Full Dpth Bth Sides, Trnsvrs Frnt, HL/HR 1399.00 1399.00
31-01-6434 S 1 Pntd Roll Up Drs, Outside Cmpt, HL/HR, 242" RrMt Bdy 3647.00 3647.00
30-02-1600 1 |-- Drs, Roll-Up, Outside Cmpt, Specs, EXT 0.00 0.00
30-02-1260 7 |-- Dr Strap, EZ-Pull Down, Ea 49.00 343.00
31-01-6400 S 1 |-- Bdy, Rosenbauer EXT, RrMt Pmpr , 228"16393.00 16393.00
32-05-4200 S 1 |-- Cmpt Height, 106" High Left, High Side, RrMt Pmpr 4996.00 4996.00
32-05-6984 S 1 |-- Ahd Rr Whls, 48"/54" Two (2) Full Ht Cmpts, Pntd RUO
Cmpt
524.00 524.00
32-05-5262 S < 1 |-- Frnt of Bdy-48" Full Ht Compt-Pntd Roll Up Outside
Compt
1889.00 1889.00
Horizontal transverse Stokes, backboards and Little Giant
ladder mounts are in the upper rearward portion of this L1
compartment and R1 compartment and specified later herein.
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-15-1200 S < 1 |-- Divider, Vert, Bolt-In, 3/16" Alum 392.00 392.00
Vertical divider to be full width of chassis frame rails and set
back 21" from forward wall just ahead of speedlays to be
provided proper retention for department supplied ice sled.
45-30-1700 1 |-- Turtle Tile, Floor, Cmpt, Frnt of Bdy (1/4 depth)104.00 104.00
55-01-3390 1 |-- Cmpt Lt, Wall, OSS Access, 54" LED Tube Lt, (2)
Ea Cmpt
382.00 382.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-05-6262 S < 1 |-- Ahd Rr Whls-54" Full Ht Compt-Pntd Roll Up Outside
Compt
2069.00 2069.00
54"
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-02-4100 < 2 |-- Shelf, Adjust, Alum 3/16", EXT 200.00 400.00
Ahead of vertical divider
45-30-1125 2 |-- Turtle Tile, Shelves/Trays, 1/4 Depth, (each)104.00 208.00
45-06-2100 S < 1 |-- Slide Tray, 500#, Alum 3/16" (1/4 Dpth), EXT 685.00 685.00
Slidemaster tray as wide as possible on floor ahead of vertical
divider. Tray will have lip broken down on the front of it as
department will be mounting their own supplied tool box on
this slide out.
03/12/2018 Page 11
PART NO S QTY DESCRIPTION EACH EXTENDED
80-76-0110 1 |-- Reflective Stripe, Red/White, Trays/Toolboards,
Ea
45.00 45.00
45-15-1200 < 1 |-- Divider, Vert, Bolt-In, 3/16" Alum 227.00 227.00
Set back 35" from forward wall
45-19-3400 < 1 |-- GearGrid, Roll Out, Tool Grid 1643.00 1643.00
in rearward portion of compartment
45-26-5200 S < 3 |-- Strge Box, Poly Plastic, 11"W x 8"D x 22"L 254.00 762.00
(3) 11"W x 8"D x 22"L to fit on upper shelf
45-26-5700 S < 1 |-- Strge Box, Poly Plastic, 33"W x 10"D x 22"L 303.00 303.00
33"W x 10"D x 22"L Sized to fit on lower shelf
55-01-3390 1 |-- Cmpt Lt, Wall, OSS Access, 54" LED Tube Lt, (2)
Ea Cmpt
382.00 382.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-05-7053 1 |-- Abv Rr Whls-60" Sngl Cmpt, No Hyd Rack-Pntd RU
Outside Cmpt
1565.00 1565.00
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-02-4100 1 |-- Shelf, Adjust, Alum 3/16", EXT 200.00 200.00
45-30-1125 1 |-- Turtle Tile, Shelves/Trays, 1/4 Depth, (each)104.00 104.00
45-15-1200 1 |-- Divider, Vert, Bolt-In, 3/16" Alum 227.00 227.00
45-30-1900 1 |-- Turtle Tile, Floor, Cmpt, Uppr Hgh Sde (up to 1/4
depth)
116.00 116.00
55-01-3370 1 |-- Cmpt Lt, Wall, OSS Access, 30" LED Tube Lt, (2) Ea
Cmpt
235.00 235.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-05-8162 S < 1 |-- Bhd Rr Whls-60" Full Ht Cmpt-Pntd Roll Up Outside 2011.00 2011.00
60"
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-26-7000 < 1 |-- === C-Tech Storage Modules ===0.00 0.00
The selected width of the module must be at least 1" less than
the width available within the compartment.
The sum of the drawer heights must be at least 2-1/2" less
than the height available within the compartment.
Specify drawer heights in order from top to bottom.
Do Not change the quantity of drawer height options.
45-26-7320 S 1 |-- Mobile Storage System, C-Tech, 2-Drwr, 18"-26"D
x 50"W
2253.00 2253.00
45-26-7844 S 1 |-- Module Width, 50"0.00 0.00
45-26-7970 2 |-- Drawer Ht, 10"0.00 0.00
55-01-3390 1 |-- Cmpt Lt, Wall, OSS Access, 54" LED Tube Lt, (2) Ea
Cmpt
382.00 382.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-06-4200 S 1 |-- Cmpt Height, 106" High Right, High Side, RrMt Pmpr 4996.00 4996.00
32-06-6984 S 1 |-- Ahd Rr Whls, 48"/54", Two (2) Full Ht Cmpts, Pntd RUO
Cmpt
524.00 524.00
32-06-5262 S < 1 |-- Frnt of Bdy-48" Full Ht Compt-Pntd Roll Up Outside
Compt
1889.00 1889.00
48"
03/12/2018 Page 12
PART NO S QTY DESCRIPTION EACH EXTENDED
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-05-4100 S < 1 |-- Slide Out Floor Dry Hopper 974.00 974.00
Slide out floor dry hopper provided on floor in forward portion
of compartment to fit just under forward transverse area and
partially under forward speedlay. Hopper to be 24" wide and
full depth. Designed identical to Oakdale Commander engine
floor dry hopper.
80-76-0110 1 |-- Reflective Stripe, Red/White, Trays/Toolboards,
Ea
45.00 45.00
45-25-1500 < 1 |-- Backboard Mtg, (2)Horz, With Runners 592.00 592.00
Transverse with retention straps each side.
45-25-5200 < 1 |-- Stokes Basket Mtg, Horz 592.00 592.00
Transverse with retention straps each side.
45-25-5500 S < 1 |-- Little Giant Ladder Mtg, Horz 592.00 592.00
Transverse with retention straps each side for Little Giant
ladder.
45-30-1700 1 |-- Turtle Tile, Floor, Cmpt, Frnt of Bdy (1/4 depth)104.00 104.00
55-01-3390 1 |-- Cmpt Lt, Wall, OSS Access, 54" LED Tube Lt, (2)
Ea Cmpt
382.00 382.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-06-6262 S < 1 |-- Ahd Rr Whls-54" Full Ht Compt-Pntd Roll Up Outside
Compt
2069.00 2069.00
54"
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-02-4100 2 |-- Shelf, Adjust, Alum 3/16", EXT 200.00 400.00
45-30-1125 2 |-- Turtle Tile, Shelves/Trays, 1/4 Depth, (each)104.00 208.00
45-15-1200 < 1 |-- Divider, Vert, Bolt-In, 3/16" Alum 227.00 227.00
Set 20" ahead of rearward wall
45-19-3400 1 |-- GearGrid, Roll Out, Tool Grid 1643.00 1643.00
45-30-1800 1 |-- Turtle Tile, Floor, Cmpt, Ahd Rr Whls (1/4 depth)104.00 104.00
55-01-3390 1 |-- Cmpt Lt, Wall, OSS Access, 54" LED Tube Lt, (2)
Ea Cmpt
382.00 382.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-06-7053 1 |-- Abv Rr Whls-60" Sngl Compt w/o Hyd Rack-Pntd RU
Outside Cmpt
1698.00 1698.00
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-02-4100 1 |-- Shelf, Adjust, Alum 3/16", EXT 200.00 200.00
45-30-1125 1 |-- Turtle Tile, Shelves/Trays, 1/4 Depth, (each)104.00 104.00
45-26-3100 < 6 |-- Air Bag Strge Module, Alum, (1) Bag 122.00 732.00
Vertical in forward portion of compartment
45-30-1900 1 |-- Turtle Tile, Floor, Cmpt, Uppr Hgh Sde (up to 1/4
depth)
116.00 116.00
55-01-3370 1 |-- Cmpt Lt, Wall, OSS Access, 30" LED Tube Lt, (2) Ea
Cmpt
235.00 235.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
32-06-8162 S < 1 |-- Bhd Rr Whls-60" Full Ht Cmpt-Pntd Roll Up Outside 2011.00 2011.00
60"
44-40-1020 2 |-- Vents, Compts, Louvers (Ea)37.00 74.00
45-02-4100 2 |-- Shelf, Adjust, Alum 3/16", EXT 200.00 400.00
03/12/2018 Page 13
PART NO S QTY DESCRIPTION EACH EXTENDED
45-30-1125 2 |-- Turtle Tile, Shelves/Trays, 1/4 Depth, (each)104.00 208.00
45-06-2100 1 |-- Slide Tray, 500#, Alum 3/16" (1/4 Dpth), EXT 685.00 685.00
45-30-1125 1 |-- Turtle Tile, Shelves/Trays, 1/4 Depth, (each)104.00 104.00
80-76-0110 1 |-- Reflective Stripe, Red/White, Trays/Toolboards, Ea 45.00 45.00
55-01-3390 1 |-- Cmpt Lt, Wall, OSS Access, 54" LED Tube Lt, (2) Ea
Cmpt
382.00 382.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
33-60-2120 1 Rr Bdy, Flat Back, RrMt Pumper, EXT 0.00 0.00
32-08-5200 S < 1 |-- Rr Center Pump Compt - Full Height Roll Up 2770.00 2770.00
Plumbing for rear mount pump located behind roll up door.
The rear center of body recessed pump discharge / inlet panel
shall be located behind a satin finish roll up door that will be
covered by reflective chevron as specified later herein.
55-01-3290 1 |-- Cmpt Lt, Wall, OSS Night Axe, 54" LED Tube Lt, (2)
Ea Cmpt
553.00 553.00
55-06-1100 1 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 102.00
1 COMPARTMENT STORAGE PROVISIONS 0.00 0.00
33-61-1320 1 |-- Rr Step, EXT Bdy, Bolt-On, 12"966.00 966.00
38-90-2014 1 |-- Access Ladder, Rosenbauer EZ Climb, Right Rr, 14"
Wide
1124.00 1124.00
33-70-1433 1 |-- Handrail, Alum, Lighted, White LED, EZ-Climb Ladder,
60", Pair
495.00 495.00
54-10-1312 2 |-- Step Lt, Access Ladder, OSS Access, 8" LED , Plshd
Bzl, Ea
111.00 222.00
44-11-5150 1 Whl Well Cmpt, Ahd of Whls Left Side, EXT 0.00 0.00
44-10-2600 1 |-- Whl Well Cmpt, Triple SCBA Tube, Brshd S/S Dr 749.00 749.00
44-11-5350 1 Whl Well Cmpt, Bhnd Whls Left Side, EXT 0.00 0.00
44-07-1700 1 |-- Fuel Fill Door Assy, BSST, Poly Pckt, LH Whl Wll Pnl,
(Fire Shopp)
370.00 370.00
44-10-2200 1 |-- Whl Well Cmpt, Dual SCBA Tube, Brshd S/S Dr 489.00 489.00
44-11-5550 1 Whl Well Cmpt, Ahd of Whls Right Side, EXT 0.00 0.00
44-10-2600 1 |-- Whl Well Cmpt, Triple SCBA Tube, Brshd S/S Dr 749.00 749.00
44-11-5750 1 Whl Well Cmpt, Bhnd Whls Right Side, EXT 0.00 0.00
44-10-2600 1 |-- Whl Well Cmpt, Triple SCBA Tube, Brshd S/S Dr 749.00 749.00
44-17-5200 S < 1 |-- Roof Cmpt, Left Side, Two, 25"W x 25"D x <96"L, EXT 5187.00 5187.00
One compartment with two lids
44-25-2530 1 |-- Divider, (3) Roof Compts, Side to Side, 24", EXT 441.00 441.00
45-30-2400 2 |-- Turtle Tile, Floor, Roof Cmpts, <90"L 153.00 306.00
55-04-3345 2 |-- Cmpt Lt, Dr, OSS Access, 62" LED Tube Lt, Ea 210.00 420.00
55-06-1100 2 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 204.00
44-19-5200 S < 1 |-- Roof Cmpt, Right Side, Two, 25"W x 25"D x <96"L, EXT
W / Rr Step Landing Area
5187.00 5187.00
One compartment with two lids
Stop short at rear to create landing area for EZ Climb ladder
which will transition directly onto walkway.
44-25-2530 1 |-- Divider, (3) Roof Compts, Side to Side, 24", EXT 441.00 441.00
45-30-2400 2 |-- Turtle Tile, Floor, Roof Cmpts, <90"L 153.00 306.00
55-04-3345 2 |-- Cmpt Lt, Dr, OSS Access, 62" LED Tube Lt, Ea 210.00 420.00
55-06-1100 2 |-- Cmpt Lt, Dr Swtch, Auto, Ea 102.00 204.00
44-30-2202 1 |-- Roof Access, Landing Area, Left Rear, 24"W x 20"L x
15"D
559.00 559.00
03/12/2018 Page 14
PART NO S QTY DESCRIPTION EACH EXTENDED
54-11-1500 1 |-- Wlkwy Lt, Access Landing, Rcsd, LED, One (1)78.00 78.00
54-11-2102 1 |-- Lt Swtch, On w/ Park Brake or Grnd Lts 0.00 0.00
90-10-1300 < 1 Ladder,Velocity (Little Giant), 9-15' Alum, Model 15417-001 524.00 524.00
Mounted in the L1/R1 transverse compartment as per
drawing. See QW option 45-25-5500 for mounting provisions
1 == EXT Pmpr/Tnkr Common Body Parts - 108.018
01/08/18 ==
0.00 0.00
44-01-1400 1 |-- Bdy Trim, Frnt Bdy, Ht of Side Cmpts, Alum T/P 185.00 185.00
44-01-4020 1 |-- Bdy Trim, Rr Bdy, Smooth Alum for Chevron Stripe, EXT 452.00 452.00
44-07-4200 1 |-- Fuel Tank, Removable Access Panel 102.00 102.00
33-62-4200 1 |-- Step, Fldg, Rear, Right Hand, Integral LED Lts 162.00 162.00
33-70-1301 S < 1 |-- Handrail, Alum, Lighted, White LED, Rr Step, Vert, 48",
One Left
325.00 325.00
Only one on left rear
33-70-2101 S < 1 |-- Handrail, Alum, Lighted, White LED, On Hosebed Cover,
Horz, 36"
266.00 266.00
Mounted on the hosebed cover/false floor
33-70-3101 1 |-- Handrail, Alum, Lighted, White LED, Top of Bdy Sides,
Rr, 12", Pair
367.00 367.00
44-02-1120 1 |-- Rub Rails, Lwr Bdy, EXT, Extrd Alum 442.00 442.00
1 == EXT Pmpr/Tnkr - AC Electrical System - 108.018
01/08/18 ==
0.00 0.00
60-15-1100 1 |-- Gnrtr, Onan Hyd, 6KW, 120/240V, 60 Hz, 1 PH, CMHG 10559.00 10559.00
60-20-3600 1 |-- Gnrtr Install, Fxd , Hyd Driven, Base Specs 0.00 0.00
60-20-4100 1 |-- Circuit Breaker Box, 6 to 8KW, 1 PH 902.00 902.00
60-20-5100 1 |-- Gnrtr Breaker Lctn, Side Compt 0.00 0.00
60-20-7100 1 |-- Gnrtr Instrmnt Panel Lctn, Side Cmpt 0.00 0.00
60-15-9300 S < 2 |-- Gnrtr, Hyd, Engage By PTO Swtch in Cab and Pump
Panel
192.00 384.00
Single generator PTO and Excite switch in cab and at pump
panel 3 way option
60-20-1300 1 |-- Gnrtr Mtg, Top of Bdy 225.00 225.00
60-20-8300 1 |-- Gnrtr Wiring, Combo, SO & THHN 133.00 133.00
60-25-1400 S < 1 |-- Rcptcl, 120V, 20 Amp, Strght Bld, Duplex 226.00 226.00
In left front upper body compartment for plugging in specified
compressor. Outlet to have a switch at the pump panel that will
excite power to the outlet to turn on the compressor when
generator is engaged.
60-30-3300 1 |-- Rcptcl Lctn, Roof, Upper Bdy, Cmpt, Ea 136.00 136.00
60-25-9610 < 3 Shore Power Strip, 120V, 15 Amp, 4-Plug Strip Rcptcl, MN 267.00 801.00
One located on rearward wall of R4 for extrication battery
charging etc. Two others to be located at pre construction
conference.
61-01-1550 1 Cable Reels, Provd'd by Bdy Bldr 0.00 0.00
61-01-3100 1 |-- Cable Reel, Hannay ECR1600, Elec Rwnd, 120V 50A 3
Wire
1145.00 1145.00
61-02-1750 1 |-- Cable Reel Lctn, Left Side, Over Whl Cmpt, Upper 310.00 310.00
61-03-3400 1 |-- Cable, Elec, 120V, 200' 10/3 Blk 327.00 327.00
61-04-7200 1 |-- Cable Rcptcl, 120V L5-20R, 3-Prong, Twst Lck 100.00 100.00
03/12/2018 Page 15
PART NO S QTY DESCRIPTION EACH EXTENDED
61-04-9100 1 |-- Ball Stop, Cable, Orange 51.00 51.00
61-05-1120 1 |-- Jct Box, AKR, (4)120V 5-20R SB, L5-20P Pgtl, Gray 454.00 454.00
61-05-4000 1 |-- Jct Box, Holder, Brushed Alum 122.00 122.00
61-04-8200 1 |-- Roller Assy, Cable Reel, 4-Way, SS Rollers 122.00 122.00
64-20-1300 1 Lt Tower Mtg, Hrzntl, Top of Apparatus Bdy 325.00 325.00
64-12-1106 1 |-- Lt Tower, Knight, KL415A-FX, FRC Spectra Max,
(6)-335W 120V
25942.00 25942.00
64-13-6010 1 |-- Controls, Mtg, Light Tower, Left Front Compt 0.00 0.00
64-13-9100 1 |-- BackLt, CL, and KL Series 1588.00 1588.00
1 == EXT Pmpr/Tnkr - Equipment Systems - 108.018
01/08/18 ==
0.00 0.00
77-07-1100 S < 1 110V Air Compressor Truck Mount W/ 2 Outlets 2248.00 2248.00
Furnish and install an Ingersoll Rand SS3J2WB 115V 30
gallon capacity air compressor plumbed to two (2) remote
locations air outlets. Compressor to be mounted in the forward
portion of the drivers side front upper body compartment with
positive hold down mounts to allow for removal of unit if
necessary. The compressor will be plumbed to a front bumper
quick connect air outlet located to the left of the specified hose
reel under the reel cover and on the lower left rear on the
rear center pump panel next to the discharge drains both
outlets properly labeled. An outlet specified herein will be
located near the compressor and will have a switch to power
the outlet at the pump panel.
10-19-6000 S < 2 |-- Air Outlet, Mnl, Cab Exterior, Front Bumper & Rear Pump
Compt
238.00 476.00
The compressor will be plumbed to a front bumper quick
connect air outlet located to the left of the specified hose reel
under the reel cover and on the lower left rear on the rear
center pump panel next to the discharge drains both outlets
properly labeled
77-10-7600 1 Winch, Warn, Elec, Prtbl, 9,500#, 9.5cti Multi-mount P/N
85760
2015.00 2015.00
77-10-8300 < 1 Rcv'r, Frnt, Winch/Rope, 9,000#734.00 734.00
Offset to passenger side of hose reel tub.
77-10-7710 1 |-- Winch Power Rcptcl, Warn, 12V, Quick Disconnect, Ea 253.00 253.00
77-10-8600 1 Rcv'r, Rr, Winch/Rope/Trailer, 9,000#729.00 729.00
77-10-7710 1 |-- Winch Power Rcptcl, Warn, 12V, Quick Disconnect, Ea 253.00 253.00
77-11-0800 1 |-- Trailer Hitch Pwr Plug, 12V, 7 Pin 360.00 360.00
77-10-9200 1 Rcv'rs, Bdy Side, Winch/Rope, 9,000# w/Rcv'r, (1) Ea Side 1224.00 1224.00
77-10-7710 2 |-- Winch Power Rcptcl, Warn, 12V, Quick Disconnect, Ea 253.00 506.00
77-26-9100 3 Hyd Tool Mounting, Basic, Ea 305.00 915.00
1 == EXT SA Pmpr/Tnkr - Pnt/Ltr/Str - 108.018 01/08/18 ==0.00 0.00
80-05-5200 1 Bdy Paint, Pmpr/Tnkr, Sngl Color, EXT 0.00 0.00
80-32-1350 1 Compt Finish, DA Sanded, Up to 10 Cmpts, EXT 692.00 692.00
80-40-1250 1 Whl Finish, By Chassis Manufacturer 0.00 0.00
80-42-1500 1 Bdy Paint, Touch Up, 2 oz. Bttl, One Color 0.00 0.00
80-50-1700 S < 1 $4,000.00 Advanced Graphics Graphics Allowance 4000.00 4000.00
An allowance of $4,000.00 is included in the price of the truck
03/12/2018 Page 16
PART NO S QTY DESCRIPTION EACH EXTENDED
for striping and lettering on the apparatus to be provided and
installed by Advanced Graphics.
80-72-1500 < 1 Stripe, Reflective, Not Required For This Vehicle 0.00 0.00
Included in Graphics allowance
80-72-1110 1 Stripe, Refl, 3M Diamond Grde, Chevron Pattern Entire Rr,
EXT
1389.00 1389.00
80-72-1810 1 Stripe, Reflective, Diamond Grade, Chevron Pattern Rr RU Dr
Red/Yellow
979.00 979.00
80-72-1998 1 ==== No Interior Door Reflective Chevron ===0.00 0.00
1 == EXT Pmpr/Tnkr - Loose Equipment - 108.018 01/08/18
==
0.00 0.00
90-01-0400 1 Equipment Loading Allowance of 3000#0.00 0.00
90-01-5920 S < 1 Whl Chocks Pair Worden #HWG 391.00 391.00
Chocks to be mounted on the floor of the left front
compartment under the transverse ice sled storage area with
proper retention.
QUOTATION General Safety Fire Apparatus
LAKE ELMO 2018 HGAC RESCUE PUMPER CHASS
Exp. Date:03/21/2018
Quote No:10135-0011
03/12/2018 Page 1
PART NO S QTY DESCRIPTION EACH EXTENDED
1 == Rosenbauer Commander - 822.016 08/22/16 ==0.00 0.00
03-00-0101 1 |-- Certification - NFPA 0.00 0.00
08-09-0102 1 |-- Cab Paint Warranty, 10 Year Pro Rated 0.00 0.00
08-09-0104 1 |-- Cab Structural Warranty Ten Years 0.00 0.00
08-09-0105 1 |-- Transmission Warranty Allison Five Years 0.00 0.00
08-09-0106 1 |-- Engine Warranty Cummins Five Years 0.00 0.00
08-09-0107 1 |-- Frame Warranty Lifetime 0.00 0.00
08-09-0109 1 |-- Front Axle Warranty Hendrickson 0.00 0.00
08-09-010A 1 |-- Rear Axle Warranty Meritor 0.00 0.00
08-09-0111 1 |-- Warranty - Cab and Chassis Two Year 0.00 0.00
08-09-0301 1 |-- Cab Test Information Static Load Seat Test 0.00 0.00
08-09-0302 1 |-- Cab Test Information Crash Test ECE-29 0.00 0.00
08-09-0303 1 |-- Cab Test Information SAE J2420; J2422 0.00 0.00
08-09-0304 1 |-- Cab Test Information Roof Crush, Side & Frontal Impact 0.00 0.00
08-09-0501 1 |-- Operation & Parts List Manuals (2) Sets, CD 0.00 0.00
08-09-0503 1 |-- Engine & Transmission Operation Manuals (1) Set 0.00 0.00
08-09-0530 1 |-- As Built Wiring w/Plumbing Diagram (1) Set 0.00 0.00
08-09-0540 1 |-- On Board USB Manual Storage 0.00 0.00
08-80-0200 1 |-- DOT KIT 89.00 89.00
1 VEHICLE TYPE 0.00 0.00
03-00-0132 1 Rear Mount Pumper 0.00 0.00
03-00-0140 1 |-- Standard Crossmembers 0.00 0.00
07-03-0122 1 |-- Rear Mount Pump Splitfshaft PTO Driven Pump
w/Jackshaft
0.00 0.00
1 CAB 0.00 0.00
03-00-0840 1 78" Cab Length 24" Roof 39906.00 39906.00
03-05-0424 1 |-- Driver Exterior Rear Compartment 37"H x 17.5" W Hinge
Door
1737.00 1737.00
03-05-0500 < 1 |-- Driver Compt Non-Transverse 0.00 0.00
The compartment shall have a vent
03-05-0551 1 |-- Driver Exterior Rear Compartment - Chrome Handle 120.00 120.00
03-05-0430 1 |-- Driver Rear Cab Compartment Manual Door Locks 0.00 0.00
05-01-5105 1 |-- Driver Rear Compartment Interior Finish DA Sand 66.00 66.00
08-00-2012 1 |-- Driver Rear Compt Lighting LED Strip 18"112.00 112.00
03-05-0454 1 |-- Officer Exterior Rear Compartment 37"H x 17.5"W Hinge
Door
1737.00 1737.00
03/12/2018 Page 2
PART NO S QTY DESCRIPTION EACH EXTENDED
03-05-0500 < 1 |-- Driver Compt Non-Transverse 0.00 0.00
The compartment shall have a vent
03-05-0561 1 |-- Officer Exterior Rear Compartment - Chrome Handle 120.00 120.00
03-05-0460 1 |-- Officer Rear Cab Compartment Manual Door Locks 0.00 0.00
05-01-5125 1 |-- Officer Rear Compartment Interior Finish DA Sand 66.00 66.00
08-00-2112 1 |-- Officer Rear Compt Lighting LED Strip 18"112.00 112.00
03-05-6620 S < 1 |-- Interior Cabinet, Center, Forward Facing, Floor Mtd,
With Cargo Webbing
9201.00 9201.00
There shall be a full interior cab height and full interior cab
width power ventilated gear storage cabinet installed on the
back wall of the cab interior. The cabinet will be split on the
rear wall by two door roll up door openings but one large
common compartment, The larger opening shall be on the on
the passenger side with a minimum opening 62" wide. The sill
between the two doors will be as narrow as possible with
remaining space on the passenger side provided with another
roll up door to fill the remaining space. The cabinet interior will
NOT be split in two. It will have two natural finish roll up doors
but will be open inside the compartment the full cab interior
width. The compartment will be as deep as possible rearward
of the rear crew door openings approx. 20" deep.
On the inside of the compartment there will four (4) heavy duty
1" diameter hanger pegs approx. 18" long that will be firmly
reinforced and attached to the back wall of the cab to act as
hangers for wet suits and PFD's in the compartment hung on
these hanger pegs. Exact mounting locations / spacing of the
hanger pegs to be determined by the fire department at pre
construction and locations approved by the manufacturer.
One pair of vertical LED OSS strip lights for each door
opening. (Total of four (4) vertical light strips.)
Roll up doors and interior compt lights to be installed by RMN
and frame and interior color to be done by RBM per Mike
Gaustad, Dan Van Alten, Mike Schoenberger, Joe Lichtscheidl.
1 COMMANDER EMS CABINETS - REAR CREW -
FORWARD FACING OUTBOARD POSITION
0.00 0.00
1 CAB DOORS 0.00 0.00
03-06-1015 1 |-- Cab Entry Doors 0.00 0.00
03-06-0010 1 |-- Steps Aluminum Treadplate 891.00 891.00
03-06-1025 1 |-- Full Length Cab Entry Doors 393.00 393.00
03-06-1500 1 |-- No Lower Door Kick Panel (No Overlay)0.00 0.00
03-06-1100 1 |-- Cab Door Hardware Chrome (4)1081.00 1081.00
03-06-1120 1 |-- Cab Door Locks Manual 0.00 0.00
03-06-1135 1 |-- Interior 1-Piece Door Panel Type Aluminum 490.00 490.00
03-06-1206 1 |-- Door Panel Finish Line-X Black 355.00 355.00
03-06-1225 1 |-- Chevron, Reflective, Interior Cab Door - Scotchlite
Red/Amber
349.00 349.00
04-05-0105 1 |-- Interior Handle Front Door Grab Handles - Black
Powder Coat
292.00 292.00
04-05-0150 1 |-- Interior Grab Handle Rear Door Chicago Style 34"
Black Powder Coat
170.00 170.00
03/12/2018 Page 3
PART NO S QTY DESCRIPTION EACH EXTENDED
04-05-0182 1 |-- Additional Grab Handles, "A" Pillar 132.00 132.00
1 CAB GLASS 0.00 0.00
03-08-0101 1 |-- Windshield One Piece - COMMANDER 559.00 559.00
03-08-0102 1 |-- Windshield Wiper System Single Motor (2) Wipers -
3D Grille
616.00 616.00
08-02-0136 1 |-- Windshield Wiper Activation Smart Wheel 0.00 0.00
03-08-0151 1 |-- Window 50% Tint Driver Power 1095.00 1095.00
08-01-0301 1 |-- Power Window Activation, Respective Door 416.00 416.00
03-08-0153 1 |-- Window 50% Tint Officer Power 863.00 863.00
03-08-0226 1 |-- Window 50% Tint Driver Crew Door Power 882.00 882.00
03-08-0252 1 |-- Window 50% Tint Officer Crew Door Power 882.00 882.00
03-08-0320 1 |-- Window 50% Tint Side Middle Driver Fixed 18"W x
24"H
148.00 148.00
03-08-0370 1 |-- Window 50% Tint Side Middle Officer Fixed 18"W x
24"H
148.00 148.00
03-08-2002 1 |-- 24" Raised Roof Windows 0.00 0.00
03-08-0602 1 |-- Window, 50% Tint Upper Side Front (2) Officer/Driver
Fixed 15W x 12H (24" Cab)
377.00 377.00
03-08-0652 1 |-- Window 50% Tint Upper Side Rear Door (2)
Officer/Driver Fixed 28"W x 13"H (24
446.00 446.00
1 CAB INTERIOR AND TRIM 0.00 0.00
03-09-8010 1 |-- Cab Insulation Interior Ceiling 599.00 599.00
03-09-8015 1 |-- Cab Insulation Engine Tunnel 261.00 261.00
03-09-8020 1 |-- Cab Insulation Cab Damping 120.00 120.00
04-01-1181 1 |-- Interior Trim Color Black Rear Wall 24" Roof 1118.00 1118.00
04-01-2108 1 |-- Interior Trim Color Black, 78"- 24" Roof 4386.00 4386.00
04-02-1001 1 |-- Floor Mounted Throttle and Brake Pedals 0.00 0.00
04-02-1128 1 |-- Interior Floor Covering Color Black, 78"2513.00 2513.00
04-02-1700 1 |-- Interior Trim Sun Visor Vinyl 224.00 224.00
04-02-1798 1 |-- Cab Coating Interior Color 0.00 0.00
05-01-1050 1 |-- Cab Coating Interior Black 750.00 750.00
1 CAB DASH AND ENGINE TUNNEL - 78" SHORT 0.00 0.00
04-03-0800 1 |-- Cab Dash & Engine Tunnel, Composite Dash - Short
Tunnel
3168.00 3168.00
04-03-1022 1 |-- Cab Dash & Engine Tunnel Line-X Coating Black 293.00 293.00
04-03-1200 1 |-- Flat Mntg Plate - Rear Engine Tunnel 200.00 200.00
04-03-2100 1 |-- Officer Glove Compt 290.00 290.00
1 CUSTOM CONSOLE 0.00 0.00
04-04-1100 1 |-- Havis Console 506.00 506.00
04-04-1102 1 |-- Havis Console - Custom Configuration 328.00 328.00
04-04-1116 < 1 |-- Black Blank Plate 108.00 108.00
Zone 6 upper
04-04-1126 < 1 |-- Black Plate(s) for Communication Radio 80.00 80.00
Zone 6 middle for Motorola XTL 2500
04-04-1132 < 2 |-- Black Plates with (1) Power Point & (1) Dual
USB Power Point
122.00 244.00
One each driver and officer side on the forward flat portion of
the Havis console
04-04-1142 1 |-- Map Light, Federal Signal, LF12TSB-LED 176.00 176.00
04-04-1161 2 |-- Cup Holder, Dual 53.00 106.00
04-04-1176 < 1 |-- Black Plate for Siren 43.00 43.00
Zone 2 lower
03/12/2018 Page 4
PART NO S QTY DESCRIPTION EACH EXTENDED
04-04-1201 < 1 |-- Black Plate for AM/FM Radio 43.00 43.00
Zone 2 upper
08-01-0140 1 |-- Instrumentation Panel Inlay - Job Color 52.00 52.00
1 CAB HEADER - HEAT AND AC 0.00 0.00
03-08-4000 1 Cab Header / Heating and AC 0.00 0.00
05-02-0010 1 |-- Heating w/ Air Conditioning, Overhead, VMUX 6157.00 6157.00
05-01-6010 < 1 |-- Cab Paint A/C Condenser on Roof 99.00 99.00
SAME COLOR AS ROOF
05-02-0047 1 |-- Heater Hose - Silicone 0.00 0.00
05-02-0200 1 |-- A/C Condenser Location Roof Mount Mid Center 0.00 0.00
05-02-0298 1 |-- Cab Circulation Hanging Fans Mid (2) Inboard 317.00 317.00
05-02-0300 1 |-- Auxiliary Defroster Fans 410.00 410.00
08-02-0121 1 |-- Heat & A/C Activation VISTA, Rear Crew Manual 0.00 0.00
08-02-0104 1 |-- Rear Crew Controls Manual - Rear Facing Driver's
Side Seat - Remote Mt
255.00 255.00
1 SEATS 0.00 0.00
03-09-0105 1 |-- Seat Color Black/Red Seat Belt 0.00 0.00
03-09-01X1 1 |-- Seat Driver 911 Seats Inc XL 4-Way Air ABTS 1752.00 1752.00
03-09-000A 1 |-- Single Retractor Seat Belt - Seats Inc 0.00 0.00
03-09-0121 1 |-- Seat Back Non-SCBA 0.00 0.00
03-09-02X2 1 |-- Seat Mounting Driver Air XL - Seats Inc 181.00 181.00
03-09-0902 1 |-- Seat Material Turnout Tuff 0.00 0.00
03-09-0920 1 |-- Seat Logo Rosenbauer 0.00 0.00
03-09-3010 1 |-- Driver Seat Box Storage Compartment 0.00 0.00
03-09-3236 1 |-- Seat Box Driver & Officer Storage Access Doors (2)
Driver/Officer
104.00 104.00
03-09-024A 1 |-- Seat Officer 911 XL Seats Inc Fixed ABTS 805.00 805.00
03-09-000A 1 |-- Single Retractor Seat Belt - Seats Inc 0.00 0.00
03-09-0119 1 |-- Seat Back SCBA Center Cushion Release W/ Zico EZ
LOC
342.00 342.00
03-09-02X5 1 |-- Seat Mounting Officer Fixed XL Seats Inc 174.00 174.00
03-09-0311 1 |-- Parade Panels 52.00 52.00
03-09-0902 1 |-- Seat Material Turnout Tuff 0.00 0.00
03-09-0920 1 |-- Seat Logo Rosenbauer 0.00 0.00
03-09-3020 1 |-- Officer Seat Box Storage Compartment 0.00 0.00
03-09-033A 1 |-- Two (2) Outboard Rear Facing Seats - XL 0.00 0.00
03-09-035B < 2 |-- Seat Crew Rear Facing Outer 911 Seats Inc XL Flip-Up
ABTS
831.00 1662.00
Belt Orientation- LH & RH to Door
03-09-000A 2 |-- Single Retractor Seat Belt - Seats Inc 0.00 0.00
03-09-0119 2 |-- Seat Back SCBA Center Cushion Release W/ Zico
EZ LOC
342.00 684.00
03-09-0311 2 |-- Parade Panels 52.00 104.00
03-09-038A 2 |-- Seat Mounting Rear Facing Outer - XL Seats Inc.174.00 348.00
03-09-0902 2 |-- Seat Material Turnout Tuff 0.00 0.00
03-09-0920 2 |-- Seat Logo Rosenbauer 0.00 0.00
03-09-0409 1 |-- NO SEAT(S) OR SEAT BOX - Full Length Rear Wall
Kick Plate
0.00 0.00
1 CAB EXTERIOR 0.00 0.00
04-05-1900 1 Exterior Grab Handles 18" Aluminum 0.00 0.00
04-05-1911 1 |-- Exterior Grab Handles Bare Aluminum w/ Lighting 0.00 0.00
03/12/2018 Page 5
PART NO S QTY DESCRIPTION EACH EXTENDED
04-05-2005 1 |-- Exterior Grab Handles with White LED Lighting 18"357.00 357.00
08-01-0800 1 |-- Grab Handle LED Light Actvtn w/ Parking Brake 330.00 330.00
1 CAB FRONT FASCIA 0.00 0.00
04-08-0010 1 ===== Traditional Front with Rectangular Headlamp Bezels
=====
0.00 0.00
04-08-0140 1 |-- Front Grille, 3D Stainless Steel 1203.00 1203.00
04-08-0022 1 |-- Wing Light Bezel - Stainless 387.00 387.00
04-08-0090 1 |-- Logo, Rosenbauer, Grille Mount 0.00 0.00
04-08-0072 1 |-- Front Grille Inlay, American Flag 1195.00 1195.00
04-08-0143 1 |-- Grille Mounted Roto-Ray Provision 435.00 435.00
06-03-2010 1 |-- Fluid Checks & Fills at Grille ISL 153.00 153.00
08-00-0503 1 |-- Headlights, Quad, with Rectangular Bezel 851.00 851.00
08-00-0540 < 1 |-- Headlight Location - Upper Bucket 0.00 0.00
104 OS, 105 OS, and 104 DS, 105 DS
08-00-0603 1 |-- Front Turn Signals Whelen M6 LED (2)242.00 242.00
08-00-0632 < 1 |-- Turn Signal Located Upper Wings 0.00 0.00
103 OS & DS
08-00-0606 1 |-- Side Marker Light LED (2)159.00 159.00
08-01-0304 1 |-- Headlight Actv in Smart Wheel; Marker Light Activated
Vista
0.00 0.00
08-00-0608 1 |-- Front Marker Lamps Face Mounted LED (Center 3
Lightings, 2 Corner)
109.00 109.00
04-08-0151 1 Cab Fender Stainless Steel 456.00 456.00
04-09-0126 1 Cab Exterior Trim Lower Side Stainless 10" Wrap- 78" Cab
w/Drvr & Offcr Rr Comp
1010.00 1010.00
04-09-0190 1 ==== No Stainless-Steel Rear Wall Cap - pick to select ====0.00 0.00
04-09-0300 1 Logo, Commander, Cab Sides 0.00 0.00
04-10-0351 1 Mud Flaps Front 87.00 87.00
1 CAB TILT 0.00 0.00
05-00-0221 1 Cab Tilt System - Heavy Duty w/ Manual Back Up 4019.00 4019.00
05-00-0021 1 |-- Cab Tilt Limit Switch 109.00 109.00
05-00-0045 1 |-- Cab Tilt Lock Down Indicator 118.00 118.00
05-00-0100 1 |-- Cab Tilt Control Receptacle Temp 0.00 0.00
1 REARVIEW MIRRORS 0.00 0.00
05-00-5010 1 West Coast Style Mirrors 0.00 0.00
05-00-5305 1 |-- Retrac-W Cst-Drv Dr Mt (613810)-Off Dr Mt
(613810)-H&R-DV,H&R(LWR)CVX-CHR
924.00 924.00
08-01-0821 1 |-- Rearview Mirror Remote & Heat Switch Driver Panel 182.00 182.00
1 EXTERIOR CAB PAINT 0.00 0.00
05-01-5015 1 Cab Paint Exterior Two Tone 1420.00 1420.00
05-01-5020 < 1 |-- Cab Paint Upper / Secondary 0.00 0.00
PPG Black 9300
05-01-5021 < 1 |-- Cab Paint Lower / Primary 0.00 0.00
PPG Red 4154 Victory Red
05-01-503D 1 |-- Cab Paint Exterior Breakline - Paint Break D 135.00 135.00
03/12/2018 Page 6
PART NO S QTY DESCRIPTION EACH EXTENDED
05-01-6051 1 |-- Cab Undercoating 0.00 0.00
05-01-7000 2 |-- Cab Paint Spray Out 51.00 102.00
1 FRONT AXLE 0.00 0.00
07-05-010B 1 Front Axle Hendrickson SteerTek 20000#3574.00 3574.00
07-05-0120 1 |-- Front Wheel Bearing Lube Oil 0.00 0.00
07-05-0272 1 |-- Front Suspension Hendrickson Parabolic Spring 20K 2186.00 2186.00
07-05-0341 1 |-- Power Steering Gear TRW TAS 85 w/Assist- 20K and up
- L9 & X15 Steertek Axle
4085.00 4085.00
07-06-0420 1 |-- Chassis Alignment 0.00 0.00
07-06-0522 1 |-- Front Cramp Angle 45 Degrees 0.00 0.00
07-07-014A 1 |-- (2) Front Tires 385/65R 22.5 Michelin X Multiway HD
XZE "L"
1896.00 1896.00
07-06-0436 2 |-- Counter Acting Balancing Beads 18.00 36.00
07-07-0720 1 |-- (2) Front Wheels Alcoa Polished 22.5 x 12.25
Aluminum
1060.00 1060.00
07-08-0203 1 |-- Front Brakes Meritor EX225 Disc 17"1530.00 1530.00
07-05-0311 1 4 Spoke Smart Steering Wheel w/ESC Tilt/Telescopic 18"1025.00 1025.00
1 REAR AXLE 0.00 0.00
07-06-0102 1 Rear Axle, Single, 27000# Meritor RS-25-160 5175.00 5175.00
07-06-0222 1 |-- Rear Suspension Reyco 79KB - Spring 27000#
Parabolic
3467.00 3467.00
07-08-0253 1 |-- Rear Brakes Meritor EX225 Disc 17"868.00 868.00
07-06-0300 1 |-- Rear Shock Absorbers 364.00 364.00
07-06-0350 1 |-- Rear Axle Differential Control DCDL single 467.00 467.00
08-01-0902 1 |-- Rear Axle Diff Control (DCDL) Activated Vista 0.00 0.00
07-07-0326 1 |-- (4) Rear Tires 12R 22.5 Michelin XDN2 "H"2994.00 2994.00
07-06-0436 4 |-- Counter Acting Balancing Beads 18.00 72.00
07-07-0784 1 |-- (4) Rear Wheels Alcoa Polished 22.5 x 8.25 Aluminum 1277.00 1277.00
07-07-0610 1 |-- Valve Stem Extension - Single Axle 0.00 0.00
07-07-0996 1 |-- Vehicle Top Speed 68 0.00 0.00
07-08-0103 < 1 |-- Electronic Stability Control Single Axle 3566.00 3566.00
w/ air manifold
07-08-0189 1 |-- Air Tank Brackets - Hot Dipped Galvanized 0.00 0.00
07-08-0301 1 |-- Park Brake Rear Wheels Only 0.00 0.00
08-02-0130 1 |-- Park Brake Control Driver Dash 0.00 0.00
07-08-0410 1 |-- Wabco System Saver 1200 210.00 210.00
07-08-0551 1 |-- Moisture Ejectors Manual 0.00 0.00
07-08-0570 1 |-- Air Supply Lines Nylon 0.00 0.00
07-08-0725 1 |-- Air Horn Reservoir (1) 1200 Cu In 382.00 382.00
07-09-001B 1 Frame Double Channel 35" Frame Width 12133.00 12133.00
07-09-0045 1 |-- Wheelbase Range 220" - 239"364.00 364.00
07-09-0085 S 1 |-- Rear Overhang 80"252.00 252.00
07-09-0130 1 |-- Frame Paint Powder Coat Black 0.00 0.00
07-13-0305 1 |-- Tow Hooks Chrome - Shipped Loose 252.00 252.00
1 ENGINE 0.00 0.00
06-00-0050 1 |-- Engine Placement 0.00 0.00
06-00-1572 1 |-- Engine, Cummins L9, Base Spec, 2017 0.00 0.00
06-00-1578 1 |-- 450HP Cummins L9 - 2017 35062.00 35062.00
06-02-1110 1 |-- Fan Clutch - ISL 1245.00 1245.00
06-04-3010 1 |-- Fan Clutch Programming - Cold Weather Climate 0.00 0.00
03/12/2018 Page 7
PART NO S QTY DESCRIPTION EACH EXTENDED
06-02-1526 1 |-- Auxiliary Engine Brake Compression Brake (JAKE)1580.00 1580.00
08-01-0203 1 |-- Auxiliary Engine Brake Control On/Off &
Low/Med/High Switch Smart Wheel
0.00 0.00
06-02-2003 1 |-- AC Compressor - L9 & ISX 12L 0.00 0.00
06-03-1010 1 |-- Engine High Idle Speed 1250 RPM 0.00 0.00
06-03-1023 1 |-- Engine High Idle Control Manual & Automatic VISTA 19.00 19.00
06-05-3010 1 |-- Engine Air Intake Filtration and Restriction L9 552.00 552.00
06-06-3732 1 |-- Engine Exhaust System One Piece Officer Side
DPF/SCR - L9 380 hp & up -2017
13418.00 13418.00
06-06-4006 1 |-- DEF Tank - 2017 359.00 359.00
06-06-4100 1 |-- DEF Tank Access Fill Door 164.00 164.00
06-08-0100 1 |-- Engine Exh Acc Temp Mitigation 0.00 0.00
06-08-0200 1 |-- Engine Exhaust Wrap 0.00 0.00
08-02-0140 1 |-- DPF Control Regeneration Switch & Inhibit Switch
Covered
0.00 0.00
06-04-2002 1 |-- Engine Cooling System- L9 5203.00 5203.00
06-04-4010 1 |-- Coolant Valve Shut Off Valve w/Connection - For
Additional Heater
138.00 138.00
06-05-1002 1 |-- Engine Pump Heat Exchanger L9 390.00 390.00
1 TRANSMISSION 0.00 0.00
07-01-0100 1 |-- Transmission Allison 3000 EVS 13171.00 13171.00
07-01-0500 1 |-- Transmission Fluid - Standard 0.00 0.00
07-02-0008 1 |-- Transmission GEN V-E Push Button Key Pad 296.00 296.00
07-02-0052 1 |-- Transmission Mode Programming 5th Startup/5th
Mode
0.00 0.00
07-02-0066 1 |-- Transmission Feature Programming I/O Package
198/Pumper
0.00 0.00
07-02-0251 1 |-- Driveline Spicer 1710 HD 999.00 999.00
07-04-0112 1 |-- Fuel Filter/Water Separator Cummins FS1098 65.00 65.00
07-04-0312 1 |-- Fuel Tank 68 Gallon/257 Liter - Dual Fill 1369.00 1369.00
07-04-0216 1 |-- Fuel Lines Aramid Braid 93.00 93.00
07-04-0225 1 |-- Fuel Shutoff Valve (2) at Filter 138.00 138.00
07-04-0230 1 |-- Fuel Cooler Behind Battery Box 561.00 561.00
08-00-0403 1 |-- Alternator Delco Remy 275 Amp 1041.00 1041.00
1 ELECTRICAL SYSTEM 0.00 0.00
08-00-0100 1 Electrical System 12V DC Weldon V-MUX 12770.00 12770.00
08-01-0051 1 |-- Driver & Officer VISTA Display Weldon Vista IV 2512.00 2512.00
08-01-0054 1 |-- Driver Panel / Switch Panel (6 Switches) Under the
Vista Screen
303.00 303.00
08-09-0249 1 |-- V-MUX WARRANTY - 4 YEAR 0.00 0.00
08-03-0110 < 1 |-- Communication Antenna Base Cab Roof - RBM
Supplied
106.00 106.00
Location 302DS
08-03-0231 1 |-- Ant Cable Routing Under Dash Panel 0.00 0.00
08-04-1200 1 |-- Radio WB/AM/FM/CD - Console Mount 439.00 439.00
08-04-2000 1 |-- Two (2) Speakers 0.00 0.00
08-02-0610 1 |-- Weldon VDR/Seat Belt Warn - VISTA 1003.00 1003.00
03/12/2018 Page 8
PART NO S QTY DESCRIPTION EACH EXTENDED
08-01-0010 1 |-- Instrumentation Standard Pacific Insight Gauge Panel 722.00 722.00
08-01-0125 1 |-- Instrumentation Backlighting Red 0.00 0.00
08-00-0340 1 6 Battery System 0.00 0.00
08-00-0322 1 |-- Batteries (6) Group 31 688.00 688.00
08-00-0224 1 |-- Battery Box Driver/Officer Side Hot dipped Galvinized
Steel w/Covers - 6 Battery
1598.00 1598.00
08-00-0248 1 |-- Battery Cables (6)1442.00 1442.00
08-00-0251 1 |-- Battery Jumper Studs Front Driver Lower Step 63.00 63.00
08-01-0034 1 |-- 2 Position Battery Master - Driver's Kick Plate 343.00 343.00
08-01-0036 1 |-- Ignition Switch 82.00 82.00
08-01-0040 1 |-- Power & Ground Stud 40A Batt Direct / 15A Ignition 93.00 93.00
08-02-0176 1 |-- Assc Power Distribution Panel Bhnd Off Seat 10
Position 40A Batt Dir
330.00 330.00
08-02-0521 1 |-- ====No PWR Cable for Additional Pwr Studs====0.00 0.00
08-00-0721 1 |-- Ground Lights LED Whelen 3SC0CDCR 263.00 263.00
08-01-0751 1 |-- Ground Lights Activation with Park Brake 0.00 0.00
08-00-0732 1 |-- Cab Step Lights LED (1 Per Step)380.00 380.00
08-01-0753 1 |-- Step Lights Activated Respective Side 93.00 93.00
08-00-0752 1 |-- Interior Door Warning Lights Red 3" LED 239.00 239.00
1 DOOR JAMB WARNING LIGHTS 0.00 0.00
08-00-0783 1 |-- Engine Compartment Work Light LED (2)156.00 156.00
08-00-0792 1 |-- Interior Overhead Lighting LED - Blue/Clear 439.00 439.00
08-00-0815 2 |-- Add'l LED Dome Lt Blue/Clear - Individual Swtchd 164.00 328.00
08-00-4090 1 Dr Open/Hazard Wrn Lt, Flash, Whelen 3SR00FRR LED Rnd
(Do Not Move Appar
158.00 158.00
08-01-2010 1 Back-Up Alarm Ecco 575 131.00 131.00
08-06-0022 1 Camera System with V-Mux 0.00 0.00
08-06-0011 1 |-- Camera System - Chrome Side Cameras 0.00 0.00
08-06-0170 1 |-- Driver & Officer Side Camera, Rear Camera; Driver &
Officer Vistas
827.00 827.00
03/12/2018 Page 9
PART NO S QTY DESCRIPTION EACH EXTENDED
08-08-KM35 1 Battery Chrgr, KUSS 35/10 - Pump Plus 1200 KUSS - 120V
Pump
1730.00 1730.00
08-08-0001 1 |-- Battery Charger Location - Behind Driver's Seat 0.00 0.00
08-08-0021 1 |-- Air Compressor Location - Behind Driver's Seat 0.00 0.00
08-08-0199 1 |-- Automatic Shoreline - 20 Amp 0.00 0.00
08-08-20AR 1 |-- Shoreline, Super Auto Eject, 20A, Red 332.00 332.00
08-08-06CF 1 |-- Shoreline Location Cab FWD, Ahead of Driver's Door 300.00 300.00
08-08-41CS 1 |-- Indicator Location Canopy Window - Commander 0.00 0.00
ALEX AIR
Hurst,
HILLS
Amkus
HEIMAN
Genesis COMMENTS
TURTLE PLASTICS CRIB
TOOL KIT B $2,908.46
PARATECH MODEL 52 $4,695.00
PARATECH MASTER
CONTROL KIT G2 $3,242.35
SPREADER
CUTTER
RAM
$12,558.00 If necessary, postpone purchase and use 2019 or 2020
budget funding.
$4,347.10
$51,663.56
5/31/2018
RESCUE/ENGINE EQUIPMENT COST
5" Kryptonite hose - 500'
$31,850.00 $24,272.00
CRIBBING
STRUTS
$29,398.00
Paid with $2,000 Century Link Grant and 2018 Small Tools
and Equipment Budget.
Tools willl be tested and evaluated by department at
upcomng training drill and determination made.$31,850.00
AIRBAGS
BATTERY
HYDRAULIC
TOOLS
June 5, 2018
The Truck Committee met May 30th regarding the Rescue/Engine. The purpose was to get the total cost
of the project, (Truck and loose rescue equipment) to the $700,000 cap. Current cost figures are as
follows:
Truck Cost $684,302.00
FDIC Show Discount -$5,000.00
Total Vehicle Cost $679,302.00
Committee is recommending delaying the purchase of the air compressor and radio headsets at this
time. These two items would be purchased at a later date with alternate funding (donations, grants or
budget) and retrofitted. This would further reduce the cost of the vehicle by $10,475.00, bringing the
total cost down to $668,827.00. Leaving a balance of $31,173.00 towards the purchase of the Rescue
Equipment.
Committee discussed the purchase of the rescue equipment.
Cribbing $2,908.46
Airbags $7,937.35
Hose $4,347.10
Hydraulic Tools $24,272.00 - $31,850.00
Struts $12,558.00
TOTAL $52,022.91 - $59,600.91
Identified Additional Funding Sources
Century Link Grant $2,000.00
DNR Grant $3,500.00 (application submitted, waiting on approval)
Jaycee Donation $20,000.00 (application submitted, waiting on approval)
Rotary Donation $???
Sale/Trade In of used Hydraulic Tools $7,000.00 - $9,000.00
Sale of Engine 2 $8,000.00
Sale of Utility 2 $4,000.00
2018 Budget, Small Tools/Equipment
2019 Budget, Small Tools/Equipment
Committee is very confident that with all the alternate funding options identified we will be able to
meet the $700,000.00 cap and not need to delay the purchase of the air compressor and headsets.
STAFF REPORT
DATE: July 3, 2018
REGULAR
ITEM# 14
TO: Mayor and City Council
FROM: Sue Iverson, Finance Director
AGENDA ITEM: Online/Credit Card Payments
REVIEWED BY: Kristina Handt – City Administrator
BACKGROUND:
Part of the new accounting system updates and efficiencies was to accept online and credit card payments.
A component of this is to establish a policy for processing fees.
QUESTION BEFORE THE CITY COUNCIL:
1) Should the online check and credit card processing fees be charged to the customer or absorbed
in the utility operating budgets?
DISCUSSION:
The payment modules give the City the ability to take check, credit card or to set up ACH for those that
want to set up auto pay for their utility bills via a Customer Portal. The Customer Portal gives Customers
the ability to view bills online, obtain their billing history, and make one time or recurring payments. The
City would also be able to email bills to those that wish to opt out of paper bills. To finish these modules,
a policy on how to handle processing fees needs to be adopted.
The Finance Committee discussed three options:
1. Fees paid by your Customers
2. Fees paid by the City of Lake Elmo
3. The City of Lake Elmo pay the check fees and Customers pay the credit card fees
During a lengthy discussion by the Finance Committee, each of the three members supported a different
option. The committee as a whole did not make a recommendation leaving it to a City Council decision.
FISCAL IMPACT:
There will be a processing fees on each transaction (on average transaction fees on a $100 charge would
amount to between $2.50 and $3.00). The fees can either be classified as an operating cost to the utility
funds or a separate convenience fee for using credit cards and online payments can be established.
RECOMMENDATION:
1) Motion to adopt “Fees paid by the Customers” for online and credit card payments.
Or
2) Motion to adopt “Fees paid by the City of Lake Elmo” for online and credit card Payments.
Or
3) Motion to adopt “The City of Lake Elmo will pay the check fees and Customers pay the credit
card fees.
ATTACHMENT:
Transaction Fee Options