HomeMy WebLinkAbout6-19-18 packet part 3 STAFF REPORT
DATE: June 192018
REGULAR
ITEM #: 17
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 # ___
Meeting date: 6/19/2018
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 # ___
Meeting date: 6/19/2018
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 19th day of June, 2018 by the City Council of the City of Lake
Elmo, Minnesota.
___________________________________
Mike Pearson, Mayor
ATTEST:
2
Resolution 2018-064
____________________________________
Julie Johnson, City Clerk
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(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 H.C. Golf Land, LLC,
a Minnesota limited liability company (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
“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
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improvements or any buildings within the Subdivision until all the following conditions precedent
have been satisfied:
A. the Developer has prepared deeds 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;
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;
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
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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.
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
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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, 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 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 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,
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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
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 34 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
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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
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
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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. 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, 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.
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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 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
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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 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
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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
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.
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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 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 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”
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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. The City has agreed to reduce the number of required trees the Developer is required
to plant within the Subdivision from 3800 to 2831 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 trees planted on villa or single family home lots must be planted
before a certificate of occupancy for the lot will be issued 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.
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 with
the approved plans and right-of-way permits.
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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 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 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 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 the City per lot).
23. SANITARY SEWER AND WATER UTILITY AVAILABILITY CHARGES (SAC AND
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527400v2 SJS LA515-47
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 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.
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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 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),; 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 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.
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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 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 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.
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.
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
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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 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
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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 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
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 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 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
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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. 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
within one year from the date that the lift station is operational.
B. 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 1st Addition].
C. 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
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
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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 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
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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 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
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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
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.
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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 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
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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 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.
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
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527400v2 SJS LA515-47
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:
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
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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; (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 including all corrective work for any identified 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
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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
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 (C): $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
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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: 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, 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 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
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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.
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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
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H.C. GOLF LAND, LLC
By: ___________________________________
Its: ___________________________________
STATE OF MINNESOTA )
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this ___, day of _________________,
2018, by _______________________, the _______________________of H.C. Golf Land, LLC,
a Minnesota limited liability company on behalf of the company.
NOTARY PUBLIC
DRAFTED BY: City of Lake Elmo 3800 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901
32
527400v2 SJS LA515-47
FEE OWNER CONSENT TO
DEVELOPMENT AGREEMENT
, fee owners of all or
part of the subject property, the development of which is governed by the foregoing Development
Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions
as the same may apply to that 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
DRAFTED BY: City of Lake Elmo 3800 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901
33
527400v2 SJS LA515-47
MORTGAGEE CONSENT TO
DEVELOPMENT AGREEMENT
, 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 3800 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901
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527400v2 SJS LA515-47
CONTRACT PURCHASER CONSENT TO
DEVELOPMENT AGREEMENT
,
which/who has a contract purchaser's interest in all or part of the Property, the development of
which is governed by the foregoing Development Agreement, hereby affirms and consents to the
provisions thereof and agrees to be bound by 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 )
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
A-1
527400v2 SJS LA515-47
EXHIBIT A TO
DEVELOPMENT AGREEMENT
Legal Description of Property Being Final Platted
Outlot S, Royal Golf Club at Lake Elmo 1st Addition, 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
527400v2 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___.
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 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.
BY:
Its
STAFF REPORT
DATE: 6/19/2018
REGULAR
ITEM #: 18
MOTION
TO: City Council
FROM: Rob Weldon, Public Works Director
AGENDA ITEM: Eden Park Storm Sewer Repair
REVIEWED BY: Kristina Handt, City Administrator
Chad Isakson, Asst. City Engineer
BACKGROUND: The Eden Park Neighborhood of Lake Elmo is bordered by 20th St. N to the south,
open space to the north, Lake Elmo Ave to the west, and Downs Lake to the east. On Lisbon Ave. within
Eden Park, storm water runoff is collected and discharged to Downs Lake. Over time, the
discharge/outfall pipe to Downs Lake has become blocked with debris resulting in pipe failure and
subsequent washout of the pipe, manhole structure and surrounding landscape.
ISSUE BEFORE COUNCIL: Should the council approve repairs to the storm water discharge/outfall
pipe and structure on Lisbon Ave. in the Eden Park Neighborhood?
PROPOSAL DETAILS/ANALYSIS: Engineering and Public Works have created a repair plan and quote
package to address the storm sewer repair and restoration of existing landscape. Since the discharge point
of the pipe is located a significant distance from the road, access will the gained through side yards of two
adjoining properties over an existing easement. Staff has initiated property owner engagement and both
property owners support the project.
The scope of the project will largely replace the existing storm water pipe and structure in kind. Some tree
removal will be necessary to access the work area. After completion of pipe work the area will be graded
and seeded, this will include disturbed yard areas of both adjoining properties.
FISCAL IMPACT: Not to exceed $30,000 funded through CIP Storm Sewer System Improvements.
OPTIONS:
• Approve Eden Park Storm Sewer Repair
• Deny Eden Park Storm Sewer Repair
RECOMMENDATION:
“Motion to approve repairs of Eden Park Storm sewer for an amount not to exceed $30,000 to C. W.
Houle Inc.”
Page 2
ATTACHMENTS:
• Repair Quote Package
• C.W. Houle Inc. - Quote
• Dahn Construction - Quote
Table of Contents for Eden Park Storm Sewer Repair March 5, 2018
CITY OF LAKE ELMO, MINNESOTA
EDEN PARK STORM SEWER REPAIR
PROJECT NO. 2018.117
TABLE OF CONTENTS
TITLE PAGES
Cover & Table of Contents 1
Construction Contract 2
Quote Proposal 2
Improvement Plan 1
Specification Sections 18
City of Lake Elmo, Minnesota General Conditions for Small Contracts Page 1 of 2
State of Minnesota
Washington County
CONSTRUCTION CONTRACT FOR THE
EDEN PARK STORM SEWER REPAIR
This Contract, made this ________ day of _____________________ 2018, by the City of Lake Elmo, Minnesota (herinafter called
the “Owner”) and _____________________ (hereinafter called the “Contractor”).
WITNESSETH that the parties hereto agree as follows:
(A) The Contractor shall provide all labor, services, materials, equipment and machinery, transportation, tools, fuel, power, light,
heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals, including profit and overhead,
necessary for the performance, testing, start-up, and completion of the work as described herein:
IN WITNESS WHEREOF, the parties hereto have executed this contract as of the date first above written.
(Contractor) (City of Lake Elmo)
DESCRIPTION OF WORK: Contractor shall replace a storm sewer pipe per the plan and subsequent
specifications as attached to the quote package dated March, 2018.
Actual quantities will be measured and paid per the unit price provided in the quote form completed by the
Contractor. No additional work in excess of the estimated quantities listed on the quote form will be paid
unless approved by the City of Lake Elmo, prior to the work being completed.
All work shall be completed within the specified time frame and under the terms and conditions provided
within this Construction Contract, and in accordance with the “General Conditions” shown in this contract.
The contractor shall complete the proposed work by September 30, 2018.
The Owner will make payment for the whole contract upon acceptance by the Owner of all work required
hereunder and in compliance with all the terms and conditions of this contract.
TOTAL PROJECT COST (INSERT FROM QUOTE FORM): __________________________________
City of Lake Elmo, Minnesota General Conditions for Small Contracts Page 2 of 2
GENERAL CONDITIONS
I. CHANGES IN WORK. - The Owner may at any time, make changes in the drawings and specifications, within the general
scope thereof. If such changes cause an increase or decrease in the amount due under this contract or in the time required for
its performance, an equitable adjustment will be made, and this contract will be modified accordingly by a “Contract Change
Order”. No charge for any extra work or material will be allowed unless the same has been ordered on such contract change
order by the Owner and the price therefore stated in the order.
II. INSPECTION OF WORK. - All materials and workmanship will be subject to inspection, examination, and test, by the
Owner, who will have the right to reject defective material and workmanship or require its correction.
III. COMPLETION OF WORK. - If the Contractor refuses or fails to complete the work within the time specified in paragraph B
of this contract, or any extension thereof, the Owner may terminate the Contractor’s rights to proceed. In such event the
Owner may take over the work and prosecute the same to completion by contract or otherwise, and the Contractor will be
liable for any excess cost occasioned the Owner thereby; and the Owner may take possession of and utilize in completing the
work such materials and equipment as may be on the site of the work and necessary therefore. If the Owner does not
terminate the right of the Contract to proceed, the Contractor will continue the work, in which event, actual damages for
delay will be impossible to determine, and in lieu thereof, the Contractor may be required to pay to the Owner the sum of
$100 as liquidated damages for each calendar day of delay, and the Contractor will be liable for the amount thereof:
Provided, however, that the right of the Contractor to proceed will not be terminated because of delays in the completion of
the completion of the work due to unforeseeable causes beyond the Contractor’s control and without Contractor’s fault or
negligence.
IV. RELEASES. - Prior to final payment, the Contractor will submit evidence that all payrolls, material bills, and other
indebtedness connected with the work have been paid as required by the Owner.
V. OBLIGATION TO DISCHARGE LIENS. - Acceptance by the Owner of the completed work performed by the Contractor
and payment therefore by the Owner will not relieve the Contractor of obligation to the Owner (which obligation is hereby
acknowledged) to discharge any and all liens for the benefit of subcontractors, laborers, material-person, or any other persons
performing labor upon the work or furnishing material or machinery for the work covered by this contract, which have
attached to or may subsequently attach to the property, or interest of the Owner.
VI. NOTICES AND APPROVAL IN WRITING. - Any notice, consent, or other act to be given or done hereunder will be valid
only if in writing.
VII. CLEANING UP. - The Contractor shall keep the premises free from accumulation of waste material and rubbish and at the
completion of the work shall remove from the premises all rubbish, implements and surplus materials.
VIII. WARRANTY. - Contractor warrants and guarantees that title to all work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment
free and clear of all Liens. If within one year after completion of the work, any work is found to be defective, Contractor
shall promptly, without cost to the Owner, correct such defective work as approved by the Owner.
IX. IDEMNIFICATION. - Contractor shall defend and indemnify the city against claims brought or actions filed against the city
or any of its officers, employees or agents for property damage, bodily injury or death to third persons, arising out of or
relating to contractors work under the contract.
X. WORKERS’ COMPENSATION INSURANCE. - Contractor shall provide a certificate of insurance showing evidence of
workers’ compensation coverage or provide evidence of qualification as a self-insurer of workers’ compensation.
XI. LIABILITY INSURANCE REQUIREMENTS. – A certificate of insurance acceptable to the City shall be filed with the City
prior to the commencement of the work. The certificate and the required insurance policies shall contain a provision that the
coverage afforded under the contract will not be canceled or allowed to expire until at least 30 days prior written notice has
been given to the city. Contractor shall maintain commercial general liability (CGL) insurance with a limit of not less than
$1,000,000 each occurrence and an aggregate limit of not less than $2,000,000. The CGL insurance shall cover liability
arising from premises, operations, independent contractors, subcontractors, products-completed operations, personal injury
and advertising injury, and contractually-assumed liability. The city shall be named as an additional insured under the CGL.
Contractor shall maintain automobile liability insurance, and if necessary, umbrella liability insurance with a limit of not less
than $1,000,000 each accident and an aggregate limit of not less than $2,000,000. The insurance shall cover liability arising
out of any auto, including owned, hired, and non-owned autos.
QUOTE PROPOSAL FOR
EDEN PARK STORM SEWER REPAIR
PROJECT NO. 2018.117
CITY OF LAKE ELMO, MINNESOTA
ITEM
NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL AMOUNT
1 MOBILIZATION LS 1
2 CLEARING AND GRUBBING SY 200
3
REMOVE AND DISPOSE OF EXISTING
STORM SEWER PIPE (ALL SIZES, INCLUDING
FES)
LF 120
4 REMOVE AND DISPOSE OF EXISTING
STORM SEWER MANHOLE EA 1
5 REMOVE AND DISPOSE OF WOVEN WIRE
FENCE LF 40
6 15” RC PIPE SEWER, DES 3006 LF 120
7
CONST DRAINAGE STRUCTURE TYPE 406
(W/ CASTING) (INCLUDES DIAMETER
SIZING AND CONNECT TO EXISTING 12‐
INCH RCP)
EA 1
8 15” FES W/ TRASHGUARD EA 1
9 CLASS 3 RIP RAP CY 4
10 SEEDING SY 200
11 EROSION CONTROL BLANKET CATEGORY
3N SY 200
12
IMPORT BORROW MATERIAL TO FILL
ERODED CHANNEL AND RE‐ESTABLISH
COVER OVER PIPE (LV)
CY 170
13 IMPORT TOPSOIL (LV) (6‐INCH DEPTH) CY 65
14 SODDING TYPE LAWN SY 100
TOTAL EDEN PARK STORM SEWER REPAIR
PROJECT $
The quantities herein are approximate only. Payment will be made for the actual quantities of work
ordered and installed. We have examined the site of the work and are acquainted with all conditions
affecting the construction of the work.
We understand and agree that the City may chose to award the project to the lowest responsible quote or
in the best interest of the City. The City reserves the right to reject any or all quotes, to waive any
informalities in any Quote, and to omit any part of the above work.
We agree that if this Proposal is accepted, we will execute a Contract in the form attached to this bid
package. If we are awarded the Contract, we will complete the work by September 30, 2018.
Respectfully submitted,
Firm Name
Signature
Signed by
Title
Contact Phone
Number
Address
400A
STANDARD DRAWING NO.
LAKE ELMO
CITY OF LAKE ELMO
MARCH 2017
406
STANDARD DRAWING NO.
LAKE ELMO
CITY OF LAKE ELMO
MARCH 2017
411
STANDARD DRAWING NO.
LAKE ELMO
CITY OF LAKE ELMO
MARCH 2017
Lake Elmo Developer Master 3111‐1 Revision date: March 2017
SECTION 3111 – CLEARING AND GRUBBING
SCOPE:
Under this Section of the Specifications shall be included the Clearing and Grubbing operation within the
construction limits and areas for excavation and grading.
EXECUTION
1. CLEARING. The clearing operation shall consist of cutting and removing the trees, shrubs, bushes,
windfalls, and other vegetation designated for removal and within the construction limits. Trees not
designated for removal shall be protected and saved from damage. Tree removal shall be only allowed in
accordance with the City approved Tree Preservation and Replacement Plans.
2. GRUBBING. The grubbing operation shall consist of removing and disposing of the stumps, roots, and
other remains. Unless otherwise permitted, stumps shall be removed completely. If any stumps are
permitted to remain, they shall be cut off not more than six inches above ground.
3. TREE PRESERVATION. Trees not designated for removal shall be protected and saved from damage during
construction. All trees shall be protected by placing brightly colored high density polyethylene safety
fence around or along the trees. The protective fencing must be placed to protect the critical root zone of
the trees. Should any damage happen to occur to the trunks or branches of trees along the project, the
damage shall be treated in accordance with nursery approved methods. Any broken branches shall be
trimmed as per Engineer's direction. All bruise and cut wounds shall be treated with asphalt base tree
paint. Removal of tree fence may result in a Stop Work Order.
4. DISPOSAL OPERATIONS. All timber, stumps, roots, and other debris or byproducts resulting from the
clearing and grubbing operations shall be disposed of by the Contractor in accordance with the provisions
of MnDOT Specification 2104.3C as applied to combustible materials, subject to the additional
requirements and limitations set forth herein.
All Elmwood timber, stumps, roots, and debris, together with the bark and any byproducts with adhering
bark of Elm tree origin, that are not disposed of within the right‐of‐way by burning or burying shall be
disposed of in accordance with MnDOT Specification 2101.3D2. All timber, stumps, roots, and debris from
oak wilt infested trees of the Red Oak family shall be disposed of in accordance with MnDOT Specification
2101.3D2.
If any wood is run through a chipping machine, the wood chips shall be recovered, removed, and
disposed of properly. Materials shall not be left on‐site unless otherwise approved by the Engineer.
END OF SECTION
Lake Elmo Developer Master 3123‐1 Revision date: March 2017
SECTION 3123 – TRENCH EXCAVATION AND BACKFILLING
SCOPE:
This Section of the Specifications shall include the excavation, trenching, and backfill required for the underground
utility systems.
EXECUTION:
1. CONSTRUCTION REQUIREMENTS.
A. Trench Preparation. The sewer or watermain excavation and trench preparation shall be in
accordance with Article 2600.3B, Excavation and Preparation of Trench in the City Engineer
Association of Minnesota Standard Specifications. The Earth Foundation Bedding Method as shown
in the Standard Detail Drawings shall be used for all pipe installation (excluding PVC sanitary sewer)
where groundwater or unstable material does not create a problem. PVC sanitary sewer shall be
installed in accordance with the Granular Material Bedding Method Standard Detail. Where unstable
material prevents use of standard bedding methods, the Contractor shall install Granular Bedding or
Trench Stabilization Rock as directed by the Engineer.
B. Backfilling. Backfill of the utility trenches shall be in accordance with the following methods. Utilize
Type “B” backfilling methods within any street or roadway and shoulders and also within all
driveways. Utilize Type “D” backfilling methods in the ditches or open areas where roadways or
proposed housepads will not be affected.
Mixtures of gravel meeting the Granular Material Gradation Classifications for those zones as
outlined in the Standard Utility Specification shall be spread in three‐inch layers and hand tamped or
compacted by approved mechanical methods to a density of 95% of Standard Proctor Density by the
Mn/DOT “Specified Density Method.” Care shall be taken to deposit the material simultaneously on
both sides of the pipe for the full width of the trench. At the top of the encasement zone, the
backfill shall be well compacted by using mechanical tamping equipment in such manner so as not
to damage the pipe joints or shift the pipe alignment. The Contractor may not use water to obtain
compaction at the pipe zone.
All surplus and unusable or waste material shall be disposed of in conformance with Mn/DOT 2105.
Backfilling shall not be done in freezing weather except by permission of the Engineer, and it shall
not be made with frozen material nor where the material already in the trench is frozen. After
backfilling has been accomplished, the Contractor shall be responsible for furnishing backfill or
surfacing material as necessary and filling settlement depressions resulting from inadequate
compaction or any other construction defect until the acceptance of the Work.
In areas receiving Type “B” backfilling, settlement after one year of one inch or more from finish
grade shall be considered evidence of inadequate compaction and the area shall be restored at the
Contractor’s expense.
Lake Elmo Developer Master 3123‐2 Revision date: March 2017
1. Type “B” Backfilling. Type ”B” backfilling consists of placing suitable materials excavated from
the trench in succeeding 12 inch thick layers from a point 12 inch from the top of the pipe.
Each 12 inch thick layer shall be compacted before additional backfill material is placed in the
excavation.
The top 12 inch of this backfill shall be compacted with the use of a sheepsfoot roller or
approved similar compaction equipment. Only approved mechanical tamping or compacting
will be allowed. Use of bucket compaction or wheel rolling will not be permitted.
The density of the backfilled material after compaction shall be 95% of Standard Proctor
Density from the encasement zone to three feet below the surface and 100% of Standard
Proctor Density in the upper three feet. One test for each 500 feet, or fraction thereof, of pipe
installed is required. A minimum of one test daily when backfilling is required. The testing shall
be repeated for each three‐foot vertical lift. Additional testing may be required where deemed
necessary in the opinion of the Engineer.
If the existing moisture content of the backfill material below three feet of subgrade is greater
than 3 percentage points above the optimum moisture content, the soil shall be compacted to
a minimum density of 3 pounds per cubic feet less than the standard Proctor curve at that
moisture content. At no time shall the density be less than 90 percent of the standard Proctor
density. This modification of the compaction specification shall at no time be used or applied to
the upper 3 feet of the subgrade or the aggregate base. This modification of the compaction
specification may not be used without prior written approval from the City Engineer. This
modification of the compaction specification will not be allowed to be used if the contractor
does not implement appropriate construction techniques to dry or keep dry all backfill material
prior to the written request.
Suitable backfill material may contain any mixture of loam, clay, sand, or course gravel, but
shall be free of stones, boulders, chunks, or lumps with any dimension greater than eight
inches and shall contain no ashes, refuse, rubbish, roots, frozen material, or vegetation or
organic material that would cause settlement. In any case, where rocks are present in the
backfill material, adequate sand shall also be present and mixed in to fill all voids.
2. Type “D” Backfilling. The backfill material shall be free from boulders, rock, concrete and
bituminous chunks, and clay lumps more than one‐foot in any dimension and shall contain no
stumps, rubbish, decayed vegetation, or frozen materials and other similar articles where
presence in the backfill would cause excessive settlement. The backfill may be placed in three‐
foot layers and compacted by wheel type equipment weighing not less than six tons.
If the compaction of the backfill material is specifically authorized by the Engineer to be done
by flooding the trench, the Contractor shall exercise due precautions so as not to float the pipe
or permit water to enter the pipe, causing mud to be deposited in the pipe. The Contractor
shall be wholly responsible for neglect of his workmen in carrying out the proper precautions.
If the existing moisture content of the backfill material below three feet of subgrade is greater
than 3 percentage points above the optimum moisture content, the soil shall be compacted to
a minimum density of 3 pounds per cubic feet less than the standard Proctor curve at that
moisture content. At no time shall the density be less than 90 percent of the standard Proctor
density. This modification of the compaction specification may not be used without prior
written approval from the City Engineer. This modification of the compaction specification will
not be allowed to be used if the contractor does not implement appropriate construction
techniques to dry or keep dry all backfill material prior to the written request.
Lake Elmo Developer Master 3123‐3 Revision date: March 2017
The density obtained in Type “D” trench backfilling shall be 95% of Standard Proctor Density
above the pipe encasement zone. One test for each 500 feet, or fraction thereof, of pipe
installed is required. The testing shall be repeated for each three‐foot vertical lift.
C. Trench Limits. When the trench excavation limits exceed the right‐of‐way/easement boundaries
and/or there are obstructions (trees, private/public utilities, etc.) that need to be left in place
undamaged, the contractor will be responsible for adjusting the trench limits accordingly to protect
these items shown on the plans, or as directed by the Engineer.
D. TRENCH SAFETY. The Contractor shall be responsible for trench/stockpiling safety at all times during
the construction process. Further, the Contractor shall backfill all trench excavations at the end of
the work day and for weekends. If the Engineer concurs that a trench location may be left
unbackfilled overnight or on weekends, then the Contractor shall be responsible for securing the
trench area in accordance with OSHA regulations and guidelines (e.g., safety fencing, etc.).
END OF SECTION
Lake Elmo Developer Master 3124‐1 Revision date: March 2017
SECTION 3124 – EXCAVATION AND EMBANKMENT
SCOPE:
This Work shall consist of constructing roadway excavations and embankments as shown on the Plans, and in
accordance with MnDOT Specification 2105.
PRODUCTS:
1. MATERIALS. Granular borrow material shall be in accordance with the requirements of MnDOT
Specification 2105.
EXECUTION:
1. EXCAVATION shall conform to the planned grades and cross sections. All topsoil and organic material shall
be removed below the typical section.
2. EMBANKMENTS shall be constructed from approved excess excavation material. Compaction shall be as
follows:
A. 100% Standard Proctor Density in the upper three feet of the planned subgrade. One test for each
500 feet, or fraction thereof, of roadway prepared is required with a minimum of one test each work
day.
B. 95% Standard Proctor Density below three feet from the planned subgrade. One test for each 500
feet, or fraction thereof, of roadway prepared is required with a minimum of one test each work
day. The testing shall be repeated for each three‐foot vertical lift.
3. TOPSOIL shall be salvaged and placed to a six‐inch minimum depth on all disturbed areas outside the
finished roadway.
END OF SECTION
Lake Elmo Developer Master 3292‐1 Revision date: March 2017
SECTION 3292 – TURF ESTABLISHMENT AND RESTORATION
SCOPE:
Under this Section of the Specifications shall be included the general clean‐up and restoration of areas disturbed
by construction, and the temporary and permanent turf establishment measures for seeding and sodding.
GENERAL REQUIREMENTS:
1. RESTORATION OF PAVED SURFACES If the Project requires cutting through a sidewalk, trail, street or
private property, the Contractor will be required to restore these areas within five working days after
completing the work or installation.
PRODUCTS:
1. FERTILIZER Commercial fertilizer, analysis 23‐0‐30, MnDOT Specification 3881, shall be spread at the rate
of 350 pounds per acre.
2. TOPSOIL. The topsoil shall meet MnDOT Specification 3877, for the applicable area to be restored. Unless
otherwise called for on the Plans, the top soil shall meet MnDOT Specification 3877‐A Common Topsoil
Borrow with at least 6.0% organic matter.
3. SEED The grass seed mixtures shall meet MnDOT Specification 3876, for the applicable area to be
restored. Unless otherwise called for on the Plans, the grass seed shall meet MnDOT Specification 3876,
Seed Mixture 25‐141 applied at a rate of 70 pounds per acre. In high maintained areas such as residential
and commercial lawns, Seed Mixture 25‐151 shall be applied at a rate of 120 pounds per acre. The seed
mixture for temporary erosion control shall comply with MnDOT Specification 3876, Seed Mixture series
21‐112 as applicable and only with prior approval by the Engineer.
4. SOD All sod shall meet the requirements of MnDOT Specification 3878 for the applicable area to be
restored. Unless otherwise called for on the Plans, the sod shall meet MnDOT Specification 3878.2A Lawn
Sod, a premium quality sod for use in high maintained areas, such as lawns. Native Sod, MnDOT
Specification 3878.2E, an average to high density sod with low maintenance requirements, may be used
in ditch bottoms and at pipe inlets or outlets.
5. WOOD FIBER BLANKET The erosion control blanket shall be MnDOT 3885 Category 3, Type 2S (netting on
both sides), and shall be made of wood fiber material. Straw fiber material will not be allowed.
6. MULCH Type 3 Mulch meeting the requirements of MnDOT Specification 3882.
7. HYDRAULIC EROSION CONTROL PRODUCTS. Type Bonded Fiber Matrix. (BFM) meeting the requirements
of MnDOT Specification 3884, dyed green.
EXECUTION:
1. TURF ESTABLISHMENT The requirements and operations for tilling, fertilizing, seeding, sodding and
mulching shall be in accordance with MnDOT Specification 2575. Seed or sod restoration shall be applied
as designated on the Plans.
Boulevards shall be graded upon completion of curb work and graded to allow for placement of six inches
of topsoil and two rows of sod. Beyond the sod the Contractor shall place heavy duty silt fence along each
lot line and seed the remaining boulevard and disturbed areas. When a platted lot is not adjacent to the
boulevard the entire boulevard shall be restored with quality lawn sod. Seeding shall be completed
beyond designated sod limits.
Lake Elmo Developer Master 3292‐2 Revision date: March 2017
2. SOIL PREPARATION Finished grades shall slope uniformly between elevations shown and shall meet flush
with walks and pavement. Allow for the thickness of sod, as applicable. The finished Work shall be true,
smooth and sightly.
Topsoil shall be spread smooth but shall not be compacted. Topsoil shall be raked free of lumps and rocks
to provide a smooth, mowable surface. Sticks, stones, and trash over one inch, shall be removed. The
surface shall be finished to the designated slope and contour. The topsoil shall be loosened and
thoroughly pulverized by discing to a depth of six inches.
Fertilizer shall be spread and worked into the top six inches of soil during preparation. Apply fertilizer in
two passes at approximately right angles to each other, each pass placing approximately half of the
fertilizer.
3. SEEDING Seeding shall be done between April 1 and June 1 or between July 20 and
September 20, except as otherwise may be allowed by the Engineer. Reseeding will be required as may be
necessary to obtain a satisfactory stand of grass. Sow seed (for lawn areas) uniformly at the seed mixture
specified application rate, adjusting for the certified purity and germination.
Seeds are to be sown by hand operated or machine operated mechanical seeder, which shall
continuously mix the seeds to prevent segregation. Seeding shall be performed in two passes at
approximately right angles, each pass placing approximately half of the seed. Immediately after the seed
has been sown, the entire area shall be raked lightly and rolled lightly to pack the soil firmly around the
seed.
4. WOOD FIBER BLANKET Erosion control fabric shall be placed on all slopes at 3:1 or greater, where
indicated on the plans, and in ditches. Erosion control fabric shall be placed over newly seeded areas
within 24 hours of seeding. Install in accordance with the manufacturer's instructions, including spacing
anchors.
5. MULCH Seeded areas shall be mulched and disc‐anchored with the specified mulch type, except where
plastic netting or hydraulic erosion control products for stabilization are specified. Mulch shall be spread
by mechanical means to provide a uniform distribution at the target application rate. When poor mulch
distribution occurs The Contractor will be required to remulch areas where coverage is too light and
remove excess where coverage is too heavy, as determined by the Engineer.
6. SODDING Sod operations shall not be started until all necessary equipment, supplies, and labor forces are
available to sufficiently place the sod without avoidable delays. Immediately before the sod is laid, the
prepared bed shall be sprinkled until all of the loose material is moist. Sodding shall be done only when
soil and weather conditions are favorable. The sod strips shall be carefully placed by hand beginning at
the toes of the slopes and progressing upwards, the length of the strips as nearly as practical at right
angles to the direction of the flow of the surface water. All joints shall be tightly butted and the end joints
shall be staggered at least 12 inches. After sod has been placed, the sod shall be pressed into the
underlying soil by rolling or tamping. The sod shall be pegged with suitable wood stakes as necessary to
keep it in place.
7. MAINTENANCE The Contractor shall water and maintain seeded and sodded areas on a timely basis as the
need arises and without the Engineer having to so order. Seed, Mulch, Erosion Control Fabric and Sod
shall be maintained until final acceptance of the improvements by the City. The Contractor shall promptly
replace all sod that dries out, or is damaged, displaced, or weakened, or is heavily infected by weed
growth. Seeded areas shall be reseeded as necessary to establish a permanent vegetative cover
acceptable to the City.
END OF SECTION
Lake Elmo Developer Master 3340‐1 Revision date: March 2017
SECTION 3340 – STORM DRAINAGE UTILITIES
SCOPE:
Under this Section shall be included the complete construction of a storm sewer extension within the street right‐
of‐way or easement. The sewer shall be laid as shown on the Plans, including manholes and all necessary
excavation and backfilling, as required.
GENERAL REQUIREMENTS:
1. MATERIALS TO BE FURNISHED. All material required for the construction shall be furnished by the
Contractor and all materials shall be new, of first grade, and shall be products of reputable manufacturers
known to the trade.
Prior to ordering precast manhole or catch basin components, the Contractor shall submit for review
manhole and catch basin detail books in order that verification can be made that the materials to be
supplied are in conformance with the design concept of the Project and in compliance with the
information given in the Contract Documents.
PRODUCTS:
1. STORM SEWER PIPE. Reinforced Concrete Pipe shall conform to ASTM Specification C76 with Bureau of
Reclamation R‐4 joint.
2. CORRUGATED METAL PIPE CULVERT shall have 2‐2/3 inch by 1/2 inch corrugations and shall conform to
the applicable requirements of AASHTO M36, as shown on the Mn/DOT Standard Plate No. 3040F.
Coupling bands shall be the same base metal and coating as the pipe. Bands shall have the same thickness
as the pipe. Bands shall be 10‐1/2 inch minimum width.
Corrugated metal aprons shall conform to the requirements shown on Mn/DOT Standard Plate No. 3123J.
3. MANHOLE AND CATCH BASIN STRUCTURES. The Contractor shall use precast sections whenever possible.
If the Contractor must construct the manholes and catch basins using segmental block, the following shall
apply:
Block work shall be laid up in good workmanlike manner to the dimensions shown. All block shall be
wetted thoroughly with water just before laying, and headers and vertical joints shall be broken from
course to course. Each horizontal course shall be completed before starting the next course above.
Horizontal joints shall be not more than 1/2 inch thick and vertical joints on inside face not more than 3/8
inch thick. All joints shall be completely filled with mortar. All joints on inside shall be plastered smooth
with mortar, thickness to be not less then 1/4 inch at any point.
All Work shall be covered when not being worked upon. Masonry shall be kept at a temperature above
freezing until mortar has attained sufficient strength and set so that it will not be damaged by freezing. In
freezing weather, all materials shall be heated before laying and shall be protected as necessary to
prevent damage after laying. No Work shall be done in unsuitable weather, unless suitable protection is
provided.
The blocks shall be radial blocks and shall conform to the radius of the manhole as detailed. The blocks
shall have a vertical groove with one inch radius on both ends. The batter blocks for the tapered tops shall
be a minimum of five inches in thickness and the blocks used in the four‐foot diameter manhole section
shall be a minimum of six inches in thickness.
Lake Elmo Developer Master 3340‐2 Revision date: March 2017
The manhole depth to which the six inch thickness blocks may be used shall not exceed 12 feet. Below
this point, the block thickness shall be increased to 10 inch for manholes up to 20 feet in depth, and for
manholes deeper than 20 feet, the block thickness shall be not less than 12 inches. A flat slab top may be
required instead of a tapered top. Precast adjusting rings shall be used to form the upper eight inches of
the structure.
4. MANHOLE/CATCH BASIN STEPS. Manholes and catch basins shall be furnished with aluminum steps,
polypropylene plastic reinforced, or approved equal, and shall be in accordance with Mn/DOT Standard
Plate No. 4180. Steps shall be located over the downstream pipe.
5. MANHOLE CASTINGS. Manhole casting shall be Neenah Catalog No. R‐1642 Type “B” solid cover with
concealed pickholes, or equal. Casting covers shall have no positioning lugs.
6. CATCH BASIN CASTINGS. Catch basin casting and grate shall be as follows:
Surmountable Concrete Curb and Gutter ‐ Neenah Catalog No. R‐3501‐TB
B618 Concrete Curb and Gutter ‐ Neenah Catalog No. R‐3067‐V
Ditch or Yard Area Inlet ‐ Neenah Catalog No. R‐4342
EXECUTION:
1. ALIGNMENT AND GRADE. All pipe shall be laid and maintained to the required lines and grades, with
manholes, catch basins, and special structures at the required locations. No deviation from line or grade
shall be made without the written consent of the Engineer.
2. PIPELAYING. The alignment of pipe between manholes shall be such as to permit the entire inside
circumference being seen from any manhole to the next adjacent manhole. Piping that does not conform
to line and grade shall be relaid at the Contractor’s expense.
Laser Beam Grade Control: When the Contractor uses laser beam control for grade and alignment, the
Contractor shall verify grades using provided grade stakes. Any discrepancies found between the laser
beam elevation and grade stake elevation shall be immediately brought to the Engineer’s attention
before continuing pipe installation. If the Contractor fails to follow the steps, the Contractor shall be
responsible for any removal and reinstallation of pipe as necessary to conform to the line and grade
shown on the plans.
Pipe shall be laid against the grade of the sewer. The spigot end of the pipe shall be inserted full depth
into the bell, and when completed, each line of pipe shall have a uniform and smooth invert.
Joints for all sewers shall be made watertight. As soon as the joint is made, the bell depression shall be
filled with granular bedding material which shall be pressured under and around the joint, by hand, in
such a way as to protect it from sagging or being disturbed.
Joint ties shall be installed on the last three joints at all end section locations.
The interior of all pipe shall, as the work progresses, be cleaned of all dirt and superfluous materials. The
exposed end of the pipe shall be protected with suitable temporary covers. Pipe laid in place shall be
protected from injury and disturbance.
3. MANHOLE AND CATCH BASIN INSTALLATION. Manholes and catch basins shall be constructed as detailed
and set plumb with a maximum deviation of 0.1‐foot from vertical.
Lake Elmo Developer Master 3340‐3 Revision date: March 2017
Catch basins and manholes shall be constructed on a minimum 6 inch thickness of granular bedding
material. If additional stabilization is required, a minimum 6 inch thickness of 1 1/2” crushed rock or
washed rock shall be used as directed by the Engineer.
The adjusting rings and the castings shall be set in a bed of mortar, and the exterior of the adjusting rings
shall be given a 1/2‐inch mortar covering. The joints of the adjusting rings shall be completely filled with
mortar and the interior joints struck smooth. Infi‐Shield external watertight gasket shall be installed on all
manholes and catch basins.
All rows of steps shall be set vertical through the height of the manholes.
Precast manholes over seven feet deep shall have a 1’‐0” or 1’‐4” manhole section installed under the
cone section to allow for height adjustment.
4. MANHOLES AND CATCH BASINS. The Contractor shall be responsible for keeping all new and existing
manholes and catch basins clean and free of dirt at all times. Storm sewer structures within 10 feet of
watermain are to have water tight connections per Minnesota Department of Health requirements.
The Contractor shall adjust all castings located within the street section including existing castings.
Adjustments shall be as follows:
Non‐Inlet Castings: .04 feet below finished grade
Inlet Castings: .10 feet below gutter line grade
Castings located in the bituminous section shall be coated with a material which allows removal of
bituminous material applied to the casting lid. Castings shall have a wooden cut‐out or other approved
material placed over the structure during the paving operation. The cut‐out shall allow pavement to be
placed around the structure causing a uniform lip after rolling conforming to the information given above.
The top of the castings shall be adjusted to the finished elevation just prior to paving.
Upon completion of compacting bituminous pavement, all manhole and valve box covers shall be
removed and surfaces, lift holes, and casting lips cleaned of all bituminous materials.
Interim adjustment of castings to the surface will be required to allow for access during lengthy periods of
work suspension. Cuts in the bituminous pavement resulting from interim adjustments shall be restored
with a minimum compacted thickness of three inches of bituminous mixture. In conjunction with final
adjustments, patches from interim adjustments shall be removed in their entirety and the roadway
structure restored to the plan thicknesses.
Infi‐shield external seals shall be installed on the outside surface adjustment ring area covering all rings.
Installation shall be in accordance with manufacturer recommendations. Primer shall be applied to areas
where attaching non‐hardening butyl mastic to casting flanges and cone section. Inspection tab shall be
attached to manhole lid before backfilling.
5. RIP RAP. Rip Rap shall be hand placed and conform to MnDOT 3601, Class III. The Contractor shall hand
place Class III rip rap at the locations as shown on the Plans and as directed by the Engineer.
6. GEOTEXTILE FILTER. Contractor shall place MnDOT Type IV (Specification 3733) geotextile filter under all
rip rap and extend three feet under the culvert apron.
7. TRASHGUARDS. Trashguards shall be installed on all flared end sections.
END OF SECTION
STAFF REPORT
DATE: June 19, 2018
ITEM #: 19
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.