City Council Agenda Packet 06-13-2005
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AGENDA
REGULAR MEETING - 'VlONTlCELLO CITY COUNCIL
Monday June 13,2005 - 7 p.m.
l\'OTE: 6 P.M. PRESENTATION BY DUKE REALTY
Mayor:
Clint Herbst
Council Members:
Glen Posusta, Wayne Mayer, Tom Perrault and Brian Stumpf
Call to Order and Pledge of Allegiance.
~pprove minutes of'v1ay 23, 2005 regular Council meeting.
,/ Approve minutes of May 23,2005 Special )\1eeting- Fiber Optics Workshop
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Consideration of adding items to the ageia. ~d. it lid /h -Q,.S 'I , I .,
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Citizen comments, petitions, requests and c<'Jfu""plilint1. If 71- ~
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Consent agenda. V f"tAJt, /'fI'1. - rrs
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A. Consideratfon of new hires and departures.
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Consideration of final plat of Union Crossings and associated development agreement
with Ryan Companies.
Consideration of 3/2 on~sale beer license - WalMart Super Center #3624
Consideration of purchase of decanter activator for WWTP.
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Consideration of renewal of charitable gambling liccnse for VFW.
Consideration of renewal of charitable gambling license for American Legion Post #260
Consideration of establishing permit rates for fireworks sales
Considcration of approving on-sale liquor license for Ron Cho Grane II, 613 Locust
Street.
Consideration of approving change order #1 to School Boulevard Sidewalk and Median
Project No. 2004-31 C.
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REMOVED FROM AGENDA
K.
Consideration of a request for a conditional use permit for open and outdoor storage for
the storage and rental of vehicles in a B-3 District. Applicant: Enterprise Rent-A-Car.
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Agenda
June 13,2005
Monticello City Council
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L. Consideration of a request for a simple subdivision to create two conforming unplatted
lots in a PZM Zoning District. Applicant: Antoinette Breiwick.
Consideration of approval of a conditional use permit for a special home occupation
allowing for an in-home hair care salon in an R-2 Zoning District. Applicant: Tom and
Kristy Brion.
:--I. Consideration of approving a preliminary plat for Hidden Forest residential subdivision
'<'tRGi 0 rprJ~~ rp7QJ;lC from A-O to R-I and R-IA. Applicant: Bradley Paumen.
O. Consideration of change orders #1 and #2 for ncw fire truck tanker purchase.
P. Consideration of Crossing Surface Installation Agreement with B:--ISF Railroad, Mcadow
Oak Avenue Extension, Project No. 2005-5C.
Q. Consideration of Crossing Installation Agreement with BNSF Railroad,7th Street and
Highland Way, Project No. 2004-2C'
Consideration of items removed from consent agenda for discussion.
Public Hearing - Vacation of street, drainage and utility easements 90'10 Street Addition and 90th
Street Second Addition
8. Consideration of award of bid for CSAH 18/1-94 Interchange Project No. 2004-IC and Extension
of Meadow Oak Avenue, Project No. 2005-5C
9. Consideration of award of bids for the Core City Street Reconstruction Project No. 2005-1 C.
10. Consideration of award of bids for Hillside Farms Storm Sewer Outlet. City Project
No. 2004-07C
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Consideration of authorizing purchase of ballfield fencing - Hillcrest Park
Consideration of moving forward on Phase III of the Public Works Building Plans.
Consideration ofreplacement of John Dcere skid steer
Consideration of proposal for Comprehensive Planning Process.
Approve payment of bills for June
Adjourn
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MINUTES
REGULAR MEETING - MONTICELLO CITY COUNCIL
Monday May 23, 2005 - 7 p.m.
Members Present:
Clint Herbst, Wayne Mayer, Tom Perrault, Glen Posusta and Brian Stumpf
Members Absent:
None
1. Call to Order and Pledl!e of Allel!iance.
Mayor Herbst called the meeting to order at 7:05 p.m. and declared a quorum present. The
Pledge of Allegiance was said.
2A. Approve minutes of Mav 9. 2005 rel!ular Council meetinl!.
Tom Perrault clarified on page 7, last paragraph on agenda item #7, relating to placement of
antennas on the water tower that he had made the statement that the power lines in the area might
deter firms from placing antennas on the tower
Glen Posusta clarified action taken on the signage for Premier Bank stating although staff had
recommended two monument signs and no pylon signs, the Council had approved one monument
sign and no pylon sign. He also noted on the motion to the revisions on the annexation
agreement it should be Sunset Ridge development not Sunset Ponds.
GLEN POSUST A MOVED TO APPROVE THE MINUTES OF THE MAY 9, 2005 REGULAR
COUNCIL MEETING WITH THE CORRECTIONS NOTED. TOM PERRAULT SECONDED
THE MOTION. MOTION CARRIED UNANIMOUSLY.
2B. Approve minutes of Mav 9.2005 Special Meetinl! - Mission Statement
GLEN POSUSTA MOVED TO APPROVE THE MINUTES OF THE MAY 9, 2005 SPECIAL
MEETING RELATING TO GOAL SETTING AND MISSION STATEMENTS. TOM
PERRAULT SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
2C. Approve minutes of Mav 9. 2005 Special Meetinl! - Annexation Al!reement Revisions
TOM PERRAULT MOVED TO APPROVE THE MINUTES OF THE MAY 9, 2005 SPECIAL
MEETING RELATING TO REVISIONS TO THE ANNEXATION AGREEMENT. GLEN
POSUSTA SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
3.
Consideration of addinl! items to the al!enda.
Brian Stumpf added to the agenda an update on visits to facilities utilizing the A TAD system.
Brian Stumpf also requested that agenda item #15. preliminary plat and rezoning for Weinand
RPUD parcel, be moved to the consent agenda with the Planning Commission recommendation to
approve the preliminary plat and rezoning request.
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Glen Posusta added discussion of long grass, liquor store sign, parking lot on Mississippi Drive by
Swan Park and moving ofDMV operations to City Hall. Wayne Mayer added a discussion on
the Monte Hill Villas to the agenda and Clint Herbst added as a follow up to the workshop on
fiber optics held prior to the regular meeting setting up a task force. Clint Herbst indicated if
there was time at the end of the meeting, the Council may discuss allowing use ofHDPE pipe for
utility construction.
4.
Citizen comments. netitions. reQuests and comnlaints.
Joel Meyer and Peter Knight, manager and co-manager of the Wal-Mart store in Monticello
introduced themselves to the Council. The opening date for the Wal-Mart store is set for July 20,
2005.
5. Consent a!!enda.
A. Consideration of new hires and departures. Recommendation: RatifY new hires and
departures as identified.
B.
Consideration of a request for a conditional use permit for first floor residential
development and preliminary plat for a four unit townhome development in the CCD
District - Applicant Dennis James Custom Builders. (Planning Commission
recommendation was to deny request). Recommendation: Moved to deny the
preliminary plat and conditional used permit for Dennis James Custom Builders based on
the finding that the plat and development plan do not comply with the terms of the zoning
ordinance with regard to density nor with the City's PUD requirements for driveway
depth, private street width, garage separation, or usable rear yard space.
C. Consideration of adoption of resolution outlining future merger of Heartland Express and
River Riders. Recommendation: Adopt Resolution No. 2005-57 reaffirming the City's
intent to merge with River Rider effective January I, 2006.
D. Consideration of resolution accepting petition for annexation of balance of Poplar Hill
Development and authorizing annexation under the terms of the City/Township joint
agreement governing annexation. Recommendation: Adopt Resolution No. 2005-56
annexing the remaining parcel of the Poplar Hill Development (213-100-152204) into the
City.
E. Consideration of final plat for Carlisle Village 2"d Addition. Recommendation: Motion
to adopt the revised final plat for Carlisle Village 2nd Addition.
F.
Consideration of executing BNSF Railway Agreement for grade crossing at CSAH 18 for
the CSAH 18/1-94 Interchange Project No. 2004-1C. Recommendation: Authorize
execution of the BNSF Railway Agreement and direct the City Engineer to forward the
executed agreement to Wright County for processing.
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G.
Consideration of approving road maintenance agreement with Wright County for 2005.
Recommendation: Move to approve the 2005 Maintenance Agreement with Wright
County at a reimbursement amount 01'$12,212.42.
H. Consideration of County/City Cooperative Agreement on Interchange Project.
Recommendation: Move to approve the agreement as proposed subject to final review
by the City Engineer and City Attorney.
1. Consideration of issuing a negative declaration of need for an Environmental Impact
Statement (EIS) for the Hidden Forest and Sunset Ridge Residential Development.
Recommendation: Issue the Negative Declaration of Need for an Environmental Impact
Statement (EIS) for the Hidden Forest/Sunset Ridge residential development site.
J. Consideration of approving the agreement with S1. Henry's Church regarding acquisition
of permanent and temporary easements associated with the 7'h Street project and the deep
sanitary sewer projects. Recommendation: Move to approve the agreement as outlined
in staff report on the May 23,2005 agenda item.
K.
Consideration of authorizing setting a public hearing date to consider establishment of a
tax increment district for the CSAH 18/1-94 Interchange Project. Recommendation:
Authorize staff to work \'lith consultants to determine if a TIF District is feasible and to
establish a public hearing date in late June or early July.
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L. Consideration of approving resolution authoring annexation of A VR site.
Recommendation: Adopt a resolution annexing the A VR site (213- 111-00016 I) into the
City.
M. Consideration of a request for a preliminary plat, final plat and rezoning to 8-4 for a
parcel located in the southeast quadrant ofI-94 and County road 18. - Applicant: Shawn
Weinand. (This is #15 on the agenda which was moved to the consent agenda.)
Recommendation: 1) Move to approve the rezoning from R-PUD to 8-4 based on a
finding that the proposed use is consistent with the zoning and development of other
neighboring property surrounding the interchange; 2) Move to approve the preliminary
and final plat of Monticello Commerce Center 7'h Addition based on a finding that the
plat is necessary to finalize planning for the interchange and based on a condition that the
applicant provides complete site planning details at the time of development, including
grading, drainage, and utilities and contingent upon execution of a development
agreement.
BRIAN STUMPF MOVED TO APPROVE THE CONSENT AGENDA WITH THE
ADDITION OF AGENDA ITEM #15 AS ITEM 5M. TOM PERRAULT SECONDED THE
MOTION. MOTION CARRIED UNANIMOUSLY.
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6.
Consideration of items removed from consent a!!:enda for discussion.
None.
7. Public Hearin!!: - Vacation of roadwav and utility easement for Monticello Commerce
Center.
Jeff O'Neill provided background information on this item noting the vacation of the easement
was a housekeeping item that needed to be taken care of as part of the Meadow Oak A venue
extension project. Currently the easement cuts directly through the middle of the property.
When the road and utilities have been relocated replacement easements will be obtained.
Easement location on the proposed plat will be set after lot lines have been established.
Mayor Herbst opened the public hearing on the vacation of the roadway and utility easement. No
one spoke for or against the proposed easement vacation. Mayor Herbst then closed the public
hearing.
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BRIAN STUMPF MOVED TO ADOPT A RESOLUTION V ACA TlNG THE EXISTING
ROADWAY AND UTILITY EASEMENT AS DESCRIBED CONTINGENT UPON THE
EXISTING WATER LINE BEING RELOCATED AND ACQUISITION OF REPLACEMENT
EASEMENTS AS PART OF THE PLAT OF THE MONTICELLO COMMERCE CENTER 7TH
ADDITION. TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED
UNANIMOUSLY.
8.
Consideration to chan!!:e a condition to the conditional use oermit for a olanned unit
develooment for Premier Banks relatin!!: to restroom locations.
At the May 9, 2005 Council meeting, approval was given for the conditional use permit for
Premier Bank with the addition of two conditions: 1) Architectural changes to improve the
aesthetic appearance of the building and 2) men and women's restrooms be located on the first
floor of the bank building. Premier Banks is requesting that the Council consider removing the
condition relating to placement of the restrooms noting that their layout complies with Minnesota
Building Code. Since there is an ADA compliant elevator that is accessible to the public the
basement location for the restrooms is what the bank prefers.
Wayne Mayer stated his concern was whether one unisex bathroom on the upper level which is
space that will be leased to tenants is adequate. The representative from Premier Bank stated
that a large portion of thc upper floor is atrium space so the restroom as proposed will be
adequate.
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Glen Posusta stated he was more concerned with the architectural changes that were requested.
The representative for Premier Banks responded that they have made changes to the elevations
and these changes will be submitted to the Council.
BRIAN STUMPF MOVED TO AMEND THE CONDITIONS OF APPROVAL FOR THE
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CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT FOR PREMIER
BANKS TO WITHDRAW THE CONDITION RELATING TO RESTROOM LOCAT10NS.
TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
The consensus of the Council is that the condition relating to the architectural changes to the
building design could be handled at stafflevel.
9. Consideration of award of bids for the Hillside Farms Storm Sewer Outlet. City Proiect
No.2004-07C.
Phil Elkin of WSB and Associates recapped action on this project to construct a trunk storm
sewer outlet pipe to connect the Hillside Farms development to the City's storm sewer system.
After bids were taken, it was discovered that additional easements would be necessary to build
the project according to the plans that were bid. The engineer has been working with the
property owners in the development to obtain the additional easements needed. He noted that
generally the property O\'mers were interested in having the City proceed with the project but one
property owner is having water problems and will not consent to an easement until that problem
is resolved.
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The low bid on the project was $162,456.70. Ifthe City can't get the property owners to agree to
easements for the construction, the proposal would be to directional drill an 18" line through
these properties which would increase the construction cost to $195,984.00. The engineer is also
looking at an option of jacking two 12" lines. It was noted that the $195,984 does not include
any easement cost. Glen Posusta questioned why they were looking at two 12" lines. Bret Weiss
stated that cost of jacking two 12" lines was cheaper than the 18" line. Glen Posusta questioned
why if this was just an emergency overflow did it have to be so big. Bret Weiss stated that Ted
Holker wanted the option of connecting into the pipe at some point. Clint Herbst asked about
making a pond in the low area on the Holker property. Bret Weiss stated it was not intended to
drain this area through Rolling Woods but rather to go to the west. In discussions with Mr.
Holker he had initially agreed to provide an easement but later decided not to because the
easement could impact his property. Ted Holker is hesitant to do anything on his property until it
is ready for development. Bret Weiss felt although it would be cheaper to go with the pond, he
didn't feel Ted Holker would agree to it. Clint Herbst suggested that because the project cost is
up to $200,000 the pond option on the Holker property should be looked at again. Bret Weiss
said they have not been able to convince Ted Holker that this is the way to go. Ted Holker has
said he is not interested in doing anything at this time. Brian Stumpf suggested that if Clint
Herbst had rapport with Ted Holker that perhaps he should be in the meeting with Ted Holker.
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Clint Herbst asked about the eost for constructing a pond on the Ted Holker property. Phil Elkin
said the question is the cost for the easement. When they looked at open cutting and it was going
8' on the Holker property the cost was $40,000 more which was higher than going with
directional boring. Ted Holker said it doesn't make any sense for him to put any infrastructure
such as a regional pond on his property since it could restrict how his property develops in the
future. Bret Weiss said they would put together a cost estimate on the pond and talk to Ted
Bolker one more time.
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There was some additional discussion on why the engineer was proposing two 12" lines rather
than 18" line. Bret Weiss stated that the cost for two 12" lines would be cheaper and the capacity
would be of equivalent value.
The consensus of the Council was that the engineer should meet with Ted Holker one more time
and continue easement negotiations with the other property ovmers. If possible, Mayor Herbst
will attend the meeting between the engineer and Ted Holker.
10. Consideration of chanl!es to the street lil!htinl! Dolicv.
Public Works Director, John Simola explained the proposed changes to the street lighting policy.
These changes include changing the spacing from700 feet to 350 feet and being consistent on
which side of the street the lights are placed. The recommendation is that if the street has a
sidewalk on one side the lights should be located on the sidewalk side. If there are no sidewalks
or sidewalks on both sides, the street lights should alternate. Another recommended change was
to go with step up lighting for new lighting being installed and to look at establishing a program
to replace the old lights in established area. It was felt that by going with the 350' spacing and
using a better quality fixture it would provide better lighting in the area.
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John Simola reviewed the various types of fixtures utilized by Xcel Energy and Wright-Hennepin
Electric. He also discussed establishing a program with the utility company wherein the City
would go back into established developments and replace the existing lights \vith the upgraded
lighting fixtures. Clint Herbst asked ifthe replacement program would go with 350' spacing.
Wayne Mayer asked if the new style ligh would have better reflective capability. John Simola
stated his understanding is that would be the case. John Olson from Wright-Hennepin Electric
explained with the fixture being proposed there would be just a small amount of uplight.
GLEN POSUST A MOVED TO MODIFY THE EXISTING STREET LIGHTING POLICY TO
INCLUDE A MAXIMUM OF 350' SPACING BETWEEN LIGHTS IN RESIDENTIAL AREAS
RATHER THAN THE EXISTING 700' AND TO GO TO THE STEP-UP LIGHTING FOR ALL
NEW LIGHTING INSTALLED AFTER MAY 23, 2005 AND TO DEVELOP A PLAN WITH
XCEL ENERGY AND WRIGHT-HENNEPIN FOR REGULAR RELAMPING, CLEANING
AND MAINTENANCE OF FIXTURES AND POLES AND TO LOOK AT A REPLACEMENT
PROGRAM FOR THE STEP-UP LIGHTING. THE POLICY CHANGE WOULD ALSO
INCLUDE CONSISTENT LOCATING OF LIGHTS W1TH LIGHTS TO BE PLACED ON THE
SIDEWALK SIDE WHERE THE SIDEWALK IS ONLY ONE SIDE OF THE STREET OR
ALTERNATING SIDES WHERE THE SIDEWALK IS ON BOTH SIDES OF THE STREET
OR THERE IS NO SIDEWALKS AT ALL. CLINT HERBST SECONDED THE MOTION.
MOTION CARRlED UNANIMOUSLY.
11.
Consideration of DroDosals for street lil!htinl! on School Boulevard and Deel!an Avenue.
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Public Works Director, .I ohn Simola presented a sketch showing proposed street lighting for
School Boulevard and Deegan A venue. The lighting proposal called for streets lights on School
Boulevard east ofTH 25 to Edmonson Avenue; on School Boulevard west ofTH 25 including
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Deegan A venue and Deegan Court and on School Boulevard west of Deegan A venue to the
Poplar Hills plat. Cost estimates were received from Excel Energy in the amount of $598,548
and Wright-Hennepin in the amount of$344,931.76. Based on 38 fixtures the cost per fixture
would be $15,751.26 from Excel Energy and $9,077.15 from Wright-Hennepin. The type of
light proposed is the same style as was used on Cedar Street but the cost for the lights have gone
up from when they were installed on Cedar Street (approximately $7,600). The estimated
assessment cost would be approximately $30.82/ft. based on 7500 assessable feet. City
Administrator, Rick W olfsteller noted that any property the City has a purchase agreement on or
has sold was given a rate of $28.5 as a result the rate for the rest of the footage would be
$33-$34. Johu Simola noted that Excel Energy has a 25 year maintenance program at a cost of
$12-$ I 3/pole. Wright-Hennepin has a ten year maintenance program at cost of$13.85/pole.
Excel Energy requires 100% of the cost paid up front while Wright-Hennepin requires 50% down
and the remainder upon completion. If the lights are ordered now, they could be installed by late
July.
Glen Posusta asked about the 25 year maintenance program and the cost difference between the
program. John Simola discussed some of the finer points of the proposals.
GLEN POSUST A MOVED TO HAVE STAFF REVIEW THE PROPOSALS FROM EXCEL
ENERGY AND WRIGHT-HENNEPIN ELECTRIC AND AUTHORIZE CITY STAFF TO
ENTER INTO AN AGREEMENT WITH THE POWER COMPANY PROVIDING THE
LEAST COSTLY COMPLETE PROPOSAL. THE PROPOSALS INCLUDE 25 YEARS OF
MAINTENANCE ON THE SYSTEMS. TOM PERRAULT SECONDED THE MOTION.
MOTION CARRIED UNANIMOUSLY.
REMOVED FROM THE AGENDA.
13.
Consideration of amendment to PUD standards relatiD!!: to Sunset Ponds.
Steve Grittman presented the background information on the request to amend the planned unit
development for Sunset Ponds. The amendment request affects the R-2 A portion of the Sunset
Ponds development which consists of 49 lots. The applicant is requesting elimination of the
share driveways on the R-2A lots. The Planning Commission agreed that the shared driveways
would not be a good idea. 23 ofthe 49 lots have side loaded garages. Staff reviewed the
amendment and set forth some other recommendations for the R-2A portion. The applicant has
submitted three additional house designs which adhere to the requirements of the R-2A standards
which include: I) Garage door area no more than 50% of the front face of the building; 2) 20%
brick facade; 3) garage space of 450 sq ft. in area; 4) floor area of 1200 sq. ft.; 5) roof pitch of
5/12 and 6) landscaping requirements for front yard. Planning Commission recommend approval
of the amendment with those requirements for R-2A being adhered to.
Brian Stumpf asked how many homes had been built under the old standards. Steve Grittman
indicated three and those lots had side loaded garages.
BRIAN STUMPF MOVED TO APPROVE THE AMENDMENT TO THE PUD BASED ON A
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FINDING THAT THE ENHANCED ARCHITECTURAL DESIGNS AND COMPLIANCE
WITH OTHER R-2A REGULATIONS JUSTIFY THE PUD AMENDMENT.
Clint Herbst stated he had serious concerns about the proposed amendment and Glen Posusta
concurred. Glen Posusta felt the developer was shoe homing too many lots into a small area.
Glen Posusta said he didn't agree with some of the things that were going on in the development
and the reason given for the amendment (improper location of utilities) is not the City's problem.
He noted that the intent ofthe side loading is to de-emphasize the garage. Steve Grittman noted
the City met \vith the applicant afterward and the applicant indicated they would move the
utilities but the real issue was the shared driveways. Steve Grittman noted the shared driveways
were part of the original concept that was approved. Glen Posusta felt the request for the
amendment came because the developer was trying to squeeze too many lots into a small area.
He felt instead of the City trying to accommodate the developer, the developer should eliminate
some of the lots. Glen Posusta said he could not see changing the standards that were agreed to
in the beginning.
MOTION FAILED FOR LACK OF SECOND
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Clint Herbst said he doesn't like the shared driveways and agreed that everyone knew what was
agreed to originally. Glen Posusta felt the developer should come back with some enhanced
facades to the houses as he would like to see what the developer is proposing. Brian Stumpf
questioned if the motion fails, does the developer goes back to the old design. Wayne Mayer
said the idea of shared driveways blows his mind and he questioned if this item had been
reviewed by staff. Steve Grittman said the purpose of the shared driveway is to minimize the
amount of blacktop or concrete in the front yards.
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Mark Gergen, MW Johnson, provided some history on the Sunset Pond neighborhood. He noted
there was no density increase given on this development. The developer meets the density
requirements of the ordinance. The shared driveways were recommended by the Planning
Commission and the developer indicated he had not done developments with shared driveways
before.. Mark Gergen said the shared driveways was not in the developer'S plan but had come
through City staff.. Wayne Mayer asked if the plan was turning out the way staff thought it
would. Jeff O'Neill said at that time the developer thought it was a good idea and the question of
marketability came up later. Mark Gergen stated the minimum lot width is 52' with 12' between
homes. Most lots would be 72' so the loss of width could be offset by recessing the garage.
Glen Posusta asked if part of the R-2A standards is to have 6' side yard setbacks. Clint Herbst
felt there should more of a change than what the Planning Commission had recommended.
Wayne Mayer also addressed the comment on the utility located in the wrong place and asked for
an explanation. Mark Gergen said the cable was placed on the lot lines. With shared driveways,
the driveway is located on the lot lines. He noted in the first phase there were only three cable
boxes placed inappropriately so it was not a major number. Mark Gergen said the shared
driveway was a problem and that is why they brought it before the City. Mark Gergen said that
he worked many hours with statI on this development. He noted that the three homes that are up
are good looking homes. He said the roof pitch on the homes is 6/12 or greater. Clint Herbst
said he is willing to look at something that would improve it.
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Glen Posusta said one comment at the Planning Commission was that intensive landscaping
would be done along the freeway. Glen Posusta said he hasn't seen any landscaping yet. He felt
the landscaping should be done immediately and that good landscaping would help the image of
the development. Wayne Mayer asked if the berm was at the maximum height. Mark Gergen
indicated it was. Glen Posusta would like to recommend denying it at this juncture and have the
developer come back with some architectural changes to the garage/garage doors. Glen Posusta
didn't feel the City should amend the PUD. Wayne Mayer asked Steve Grittman about the utility
problems and if staff is working with utility companies to make sure that this type of problem
doesn't come up again. John Simola said staff works closely with utility companies but noted
that the developer doesn't always have development plans in detail showing where the utilities
are to be placed at the time the utility companies need them. Bret Weiss said the utility
companies work off the plat drawing which does not show the private driveways. Glen Posusta
said what exacerbated the situation is a 50' lot with a 40' house so location of everything has to
be precise.
Clint Herbst suggested two council members sit down with the developer and come up with
some suggestions. Brian Stumpf and Glen Posusta will work with the developer.
CLINT HERBST MOVED TO HAVE THE DEVELOPER COME BACK WITH
ALTERNATIVES AND TO MEET WITH BRlAN STUMPF, GLEN POSUST A AND STAFF
WITH THIS GROUP TO REVIEW THE ALTERNATIVES AND GIVE APPROVAL. TOM
PERRAULT SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
Consideration of sketch plan review - Greater Minnesota Housinl!: Fund
Hal Clapp from the Greater Minnesota Housing Fund presented a sketch for a proposed project
located at 6th and Elm Streets. Mr. Clapp presented background information on the Greater
Minnesota Housing Fund and what it does. The focus of the Greater Minnesota Housing Fund is
on affordable housing for the work force. He provided examples of the various types of housing
they have constructed in other cities.
His sketch shows 27 homes with rear lot garages with an alley concept on a six acre site. Clint
Herbst asked if these would be private streets. Mr. Clapp indicated that has not been
determined yet but the alley would be private. Brian Stumpf asked about entrance onto 7th Street
which is a major thoroughfare. Bret Weiss stated there would be no driveways coming on to 7'h
Street just one street access from the development. Hal Clapp noted there are some constraints
to the site because of ponding. Brian Stumpf asked what are their funding sources and if they
were going to seek funding through the HRA. Mr. Clapp indicated that they would not request
funding from the HRA. Mr. Clapp indicated that the proposed housing would have 1300 sq. ft
on two levels (680 per floor). Jeff O'Neill said they would have to meet the minimum standard
of 1200 sq ft for R-2A district.
Clint Herbst felt the proposal had potential but the size of the homes proposed would have to be
looked at. Glen Posusta said there is a lot of affordable housing in the area but not much in the
way of step up housing. Wayne Mayer asked about the visitor parking bays. Mr. Clapp indicated
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that was because there is only parking on one side of the street and this would serve as overflow
parking. Wayne Mayer asked about the clearance space between the houses because on the
sketch it looked some of the houses were almost touching. Brian Stumpf expressed his
concerned about the 18' alley that dead ends and the problems that could create for emergency
vehicles or access by garbage trucks.
15.
Consideration of reliminarv lat and rezonin of Weinand RPUD arcel- Monticello
Commerce Center 7th Addition.
Approved with consent agenda.
Added items:
Report on visit to wastewater treatmentfacilities - Brian Stumpf reported that he, John Simola, Rick
Wolfsteller and Chuck Keyes visited several in state wastewater facilities that utilized the ADA T
method for treating their biosolids. It was noted that while this process will produce Class A sludge the
process does not reduce the amount ofIiquid so it would still require land for spreading the sludge.
John Simola stated that the plants visited were all in operation and were meeting standards. The group
felt it would be more beneficial to visit a facility with a heat drying system. It was noted that the
facilities in the United States operating a heat drying system for biosolids were large facilities. The heat
drying process requires enormous energy costs. The only facilities similar in size to Monticello are in
Europe and the group felt it would be worthwhile to study the belt driven drying system that they utilize.
There was discussion on if Class A sludge was produced how much land would be needed for spreading.
John Simola said with Class A sludge they could not apply more quantity on the same land area but they
could apply to non-city owned land. Brian Stumpf said with the heat drying system you have 95%
solids. John Simola said the PCA still considers it a biosolid and comes under the biosolids regulations.
The City would still have to track where the sludge is taken and how it is applied. John Simola stated
that Mystic Lake has ordered a belt drying system and it should be in operation in 2006 However, the
City can't wait that long to check out the performance of that system unless they buy mote land as an
interim solution. Tfthe City would go with ADAT they would need more storage area. Glen Posusta
suggested the City look at more land. Clint Herbst stated they need to consider land costs as well as
where the land is located as that impacts hauling cost. John Simola stated he was not opposed to buying
land but the City still has to produce Class A sludge. Brian Stumpf said the recommendation of the
committee was to look at the systems in Europe using the belt driven heat drying method. Glen Posusta
questioned if it was a good system why it wasn't in use in the united States. John Simola responded that
Europe is ahead of the United States in that respect. Clint Herbst said it is not that the system isn't
utilized in the United States but that no similar size plants to Monticello are utilizing this sytem.
Wayne Mayer agreed with looking at purchasing additional land and to put off any decision on the
process until there is some feedback from the Mystic Lake operation. Wayne Mayer said hc did not
want to invest in ADA T if the drying process proposed by Mystic Lake proves a good process. Brian
Stumpf felt it was necessary to explore both options. Brian Stumpf asked that if a decision is made to
have the committee go to Europe that the Council will allow sufficient time for passports and making
arrangements with work.
10
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Council Minutes - 5/23/05
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John Simola stated the report from Bolton-Menk "muld not be available until late August. The City is
very close to being out of capaeity so the City eannot delay too long. He felt the City should show the
same diligence in studying the biosolids as they did when they studied SBR (Sequence Batch Reactor)..
Grass: Glen Posusta cited many places in the City where the grass exceeds 6" and asked whether blight
notices were being sent out and the ordinance enforced. Jeff O'Neill said he would check to see if any
sweeps were scheduled. Glen Posusta questioned the weeds growing in the open field across from
Wal-Mart and whether any1hing could be done to control that.
Liquor Store Sign: Glen Posusta asked about this since it was an issue when Vaughn Veit put up the
Towne Centre. Jeff O'Neill said the MCC is proposing a reader board that could be combined with the
liquor store. Glen Posusta felt the City should clean up its own act on signage. He felt the existing sign
detracted from the liquor store. Clint Herbst felt this should be looked into and suggested staff get some
cost estimates. Rick Wolfsteller noted the cost of the original sign was $10,000 and that the Towne
Centre sign is on the liquor store property. Glen Posusta felt that Towne Centre would be agreeable to
a monument sign..
.
Cltelsea Road Parking - Glen Posusta asked about parking on Chelsea Road by the high school
ballfields. Vehicles are parking on the north side and everyone is crossing the street which is a safety
concern because Chelsea Road is busy street. Wayne Mayer observed that they are parking on that side
to avoid the foul balls. John Simola stated that once Chelsea Road is upgraded there should not be any
parking on Chelsea Road.
Parking Lot - Mississippi Drive: Glen Posusta asked if the proposal for parking at this area could be
revisited. John Simola stated that they had prepared a number of sketches but the property owners did
not want to be looking out the window at a parking lot. Clint Herbst suggested diagonal parking. Glen
Posusta felt that diagonal parking on both sides of the road would not be as offensive as internal parking
lot. Glen Posusta would like the Parks Department or Parks Commission to some up with some plan for
utilizing the lots available for a passive park.
DMV - Glen Posusta said he had talked to Kitty Baltos about creating space in the MCC for the DMV
office. Kitty Baltos thought it might be possible to put then in the area where the child care area is but
there would have to be some rearranging done. He noted there are a lot of issues with the DMV such as
people having to wait outside in line when they are busy, standing in lines and mold issues. Glen
Posusta wanted to know who would make the determination in rearranging the space. Clint Herbst felt
it was worth looking at. Jeff O'Neill said it was thought that the DMV would be a use that would not
mix with the activity level of the MCC.
.
Monte Club Development - Wayne Mayer noted that the development plan for the Monte Club Villas I
incorporated some City owned park land. Wayne Mayer said this is suppose to come before the Parks
Commission this week and he questioned why the developer would be bringing it back. Steve Grittman
said the developer's original proposal would wipe out all the trees and place as many townhomes on the
site as possible. Using City park land was a way to design a residential development that would the
leave the trecs and more of the hill intact. StatThad a couple of ideas that they felt were worthy of
consideration. Steve Grittman felt the originaldesign submitted to the Parks Commission poisoned the
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Council Minutes - 5/23/05
well. Steve Grittman said he understood that the landowner felt he was beat up by the Parks
Commission. Steve Grittman said the Parks Commission did not have benefit of the ideas that staff had.
Steve Grittman said it would be unfortunate to miss the opportunity to enhance the park land and make a
better development. Wayne Mayer said his impression was that the City was forcing this on the
developer. Steve Grittman said the developers plan would have destroyed the hillside. The intent
was to save more trees and make better connection with utilities. Wayne Mayer asked how much land
was affected by this. leffO'Neill said the amount of the park land should be the same but the shape of
it would be different. Wayne Mayer asked if the park land was developed intQ the plat would the public
be prohibited from using it. Steve Grittman said they would do a land swap. Bret Weiss noted the
original plan would have required a lot in the way ofretaining walls and would be an expensive project
to build.
Fiber Optics - As a result of the fiber optics workshop a recommendation was made to set up a task
force to setting some goals for broadband development. A recommendation from the task force should
come before the Council in early August.
GLEN POSUSTA MOVED TO SET UP A TASK FORCE ON BROADBAND DEVELOPMENT.
TOM PERRAULT SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
Ollie Koropchak will find other task force members.
Pipe Use - Clint Herbst and
glen Posusta met with Brad Paumann regarding use ofHDPE pipe in developments in thc City. The
City engineer will look at other pipe types and research this for the next meeting.
16. Approve pavment of bills for Mav.
Tom Perrault questioned the statement from Dave Kinnard Shelving who provided the shelving
for the library expansion.
BRIAN STUMPF MOVED TO APPROVE PAYMENT OF BILLS. GLEN POSUST A
SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
17. Adionrn
Mayor Herbst adjourned the meeting at 9:55 p.m.
Recording Secretary
12
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Special Council Meeting Minutes - 5/23/05
.
MINUTES
SPECIAL MEETING - CITY COUNCIL
Monday May 23, 2005 - 5 p.m.
Members Present:
Clint Herbst, Wayne Mayer, Tom Perrault, Glen Posusta and Brian Stumpf.
Members Absent:
None
Others Present:
Dennis Nelson, City Administrator of Windom, Milda Hedblom from Oain
International Services and Brenda Krueger from Springsted Incorporated.
Mayor Herbst called the special meeting on fiber optics to order at 5 p.m. and explained the purpose
of the workshop meeting was for the City to learn more about fiber optics and benefits it could
provide.
Councilmember Wayne Mayer gave some background information explaining the various types of
broadband technologies including copper, coaxial cable and fiber optics.
.
Milda Hedblom elaborated on some of the technology Wayne Mayer had discussed. She then went
on to discuss benefits to Monticello by having a fiber optic system in place. These benefits include:
I) Economic gro"'1h as the fiber optic system would serve as a magnet for development; 2) A fiber
optic system would be community asset and could be a source of revenue; 3) It would promote
competition; 4) A city with a fiber optic system has an image of being progressive; and 5) Improve
telecommunications and information services for businesses and she noted other benefits as well.
Milda Hedblom also reviewed some of the risks involved for the City in establishing a fiber optics
system. The City would have the financial obligation for capital costs and the tlnancial obligations
of establishing and operating a business. She noted competitors from the private sector may offer
resistance to the city entry into the field and with constant change in technology the City must be
able to anticipate change and adapt to it. Milda Hedblom stated that one time the United States was
one the leaders in this type of technology but now has dropped back to 13th She stated that
regulations relating to fiber optics have undergone some change and added that this technology has
come down in price from what it was.
She then talked about options the City could look at in providing fiber optic services. The City
could build the fiber optic network and provide all services or the City could build and own the
network and maintain the infrastructure with an open plat form for services. The City could also
o"m the fiber optic system and lease it to private vendors or try to get the private market to invest in
the fiber optic system. She cited a number of examples what different communities had done.
If the City would establish a fiber optic system there are legal requirements that have to be met for
voice and video services. These regulations include for voice services conducting a referendum,
which must be approved by a 65% majority as well as other requirements such as certification, and
franchise agreements.
.
Before the City makes a decision, they need to look at what services the local providers have and
whether those services are sufficient. The City, if they decide to proceed with a fiber optic system,
also needs to decide what services to provide. Milda Hedblom suggested that the City look at
setting up a task force to.come up with goals keeping in mind what makes sense for the community.
-....
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Special Council Meeting Minutes - 5/23/05
Once the goals has been established then you can go into detail on what you need to do to
. accomplish your objectives.
Clint Herbst stated that a portion of the City had overhead lines but after a certain date the City
required that all lines be placed underground. He wondered how this would impact bringing fiber
optics to the home.
Dennis Nelson commented on the hookup for homes and then went on to explain the procedure the
City of Windom used in establishing their fiber optic system. The City of Windom was the
electrical provider for the community for 100 years. In 2000 they put the question of fiber optics on
the ballot; the Council decided to proceed in August 2003 and in 2005 they connected their first
customer. Dennis Nelson noted that shortly after the City of Windom decided to proceed Quest
announced they would offer the service. He indicated that the City sent out a hOmeO'hl1er consent
form that covered installing a drop for eachproperty. Once the fiber optic system was in the City
had to market that feature to the public. Dennis Nelson indicated the project cost was $8.6 million
for voice, video and data service. The cost of a drop was about $4,600. He felt the fiber optic
system would be a moneymaker for the City.
The workshop session closed at 7 p.m.
2g-l~
Recording Secretary
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SA.
Council Agenda - 6/13/05
Consideration of approvin!! new hires and departures for MCC. Parks & Streets. (R W )
A. REFERENCE AND BACKGROUND:
The Council is asked to ratify the hiring and departures of employees that have occurred
recently at the MCC, Parks Department and Street Department. As you recall, it is
recommended that the Council officially ratify the hiring of all new employees including part-
time and seasonal workers.
B. ALTERNATIVE ACTIONS:
I. Ratify the hiring of the employees as identified on the attached list.
C. SUPPORTING DATA:
Lists of new employees.
5A- II
. NEW EMPLOYEES
Name Tille Department Hire Date Class
Connoy, Amie Summer Parks 5/26/2005 Temporary
Arneson, Nathaniel Lifeguard MCC 5/13/2005 Part Time
Schaffer, Julia Wheel Park Attend. MCC 5/15/2005 Part Time
Hanson, Erick Slide Attend. MCC 5/23/2005 Part Time
Geyen, Craig Summer Parks 5/17/2005 Temporary
Geyen, Mark Summer Parks 5/16/2005 Temporary
Peterson, Kristine Summer Parks 5/23/2005 Temporary
Payne, Christina Slide Attend. MCC 5/17/2005 Part Time
Ouellette, Marc Summer Streets 5/16/2005 Temporary
TERMINATING EMPLOYEES
Name Reason Department Last Day Class
. Yackley, Cameron Seasonal Parks 5/26/2005 Temporary
Lumley, Clint Voluntary MCC 4/29/2005 Part Time
Gantner, Ruth Voluntary MCC 5/22/2005 Part Time
White, Justin Voluntary MCC 5/6/2005 Part Time
Vagle, Sarah Voluntary MCC 5/1/2005 Part Time
.
employee councillist.xls: 6/1/2005
5 Pt- \ ~
5B.
Consideration of approvinl! final plat of Union Crossinl!s. Applicant: Rvan Companies,
U.S. (JO/AS)
.
A. REFEFENCE AND BACKGROUND
Council is asked to consider approving the final plat of Union Crossings, a 47.7 acre retail
development to be located in the northwest quadrant of the proposed I-94/CSAH 18 interchange. A
preliminary plat and development stage Planned Unit Development and associated rezoning to B-4
(Regional Business) was previously approved by the City Council.
The subject site consists of the Dahlheimer Distributing facility and undeveloped land. It is bounded
on the west by the St. Henry's/St. Benedict's property (zoned P-S, Public-Semi-Public), on the south
by Interstate 94, on the east by County Highway 18, and on the north by the Burlington Northern
Railroad and County Highway 75.
As a part of the project, 7th Street would be extended from its current terminus at the St. Henry's
Church-St. Benedicts Residential facility to connect with County Highway 18 at the location of the
west bound ramp intersection. In addition, a new public street, Highland Way, would connect 7th Street
with County Highway 75 via a new railroad crossing.
.
The project itself consists of 174,550 square feet of retail space east of Highland Way, approximately
102,500 square feet of retail development in the northwest comer of the site, and 54,000 square feet of
additional "in-line" retail also west of Highland Way. There are also three areas of additional
retail/restaurant "pad" sites. In all, the retail development consists of approximately 389,000 square
feet of space. The two larger stores on either side of Highland Way, the 54,000 square feet of "in-line"
retail, and 11,500 square feet of space on Block 2, Lot 3 are proposed to be first-phase projects. The
remainder of the "pad" sites will be developed in a future phase and will be reviewed by the Planning
Commission and Council through the development stage PUD process.
Attached you will find both the most recent draft of the project's development agreement and the
financial analysis that summarizes the finance plan supporting the development. The developer has
worked extensively with City staff and officials to develop a finance plan for the project, as well as to
meet the conditions outlined by the Planned Unit Development. The agreement and finance plan
represent the outcome ofthose discussions.
You will note that the developer will be financing the extension of 7'h Street and Highland Way, both
of which will be handled as public improvement projects as part of the 1-94/CSAH 18 project.
Payment for these projects will be required at the execution of the development agreement, tentatively
scheduled for June 15th. Additionally, the developer will be providing up-front payment for the full
cost of trunk charges, including $467,472 for storm sewer, $106,164 for sanitary sewer, and $83,483
for water. The finance plan illustrates those charges. The break-out shown by lot is for reference only,
the developer will be paying the full amount at execution.
.
In terms of the I-94/CSAH 18 interchange, the development will be assessed a total of $2, 150,000 for
that project over a period of 10 years. The assessment will be broken out by lot and was calculated
based on each lot's percentage ofthe total developable area ofthe plat.
Fees placed on deposit by the developer to cover city expenses relating to City Administrative
5 B - \0..
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overhead, legal fees, planning fees and engineering and inspection amount to $70,484.67. This number
includes $13,057.17 of expenses related to the review ofthe preliminary plat, PUD and drafting of the
first versions of the development agreement. These expenses are required to be paid prior to final plat.
Any expense incurred in relationship to the final plat, final development agreement or administration
or inspection of the plat will be charged against the additional deposits illustrated in the finance plan.
It should be noted that these fees are consistent with what was charged with the Wal-Mart
development, a similar large commercial project.
The developer will be required to supply two letters of credit for work within the plat. A letter of credit
in the amount of$120,000 will be required for grading and restoration of the site. A letter of credit
equal to the estimated amount oflandscaping will be required for completion of site landscaping, per
the terms of the approved preliminary plat and Planned Unit Development. The LOCs can be reduced
with the approval of the City Engineer.
The draft development agreement details all of the financing information as noted above, as well as
other information considered critical in terms of the development of the plat. It is important to note
that the finance plan and development agreement are consistent with the previous funding plans
provided to the Council in their consideration of ordering the interchange project.
This agreement and associated fees and securities must be in place prior placement of signatures on the
plat.
B. ALTERNATIVES
1.
Motion to approve the final plat for Union Crossings, subject to the revisions as noted, and to
approve the Union Crossings development agreement.
2. Motion to deny approval of Union Crossings final plat and development agreement for reasons
to be determined by the Council.
C. STAFF RECOMMENDATION
The City Administrator recommends alternative 1 above. The finance plan and development
agreement include important investments in area infrastructure improvements, and are consistent with
Council's previous approvals. The development plat itself also represents what will be a significant
commercial project for the City in terms of tax base and influence on future growth.
D. SUPPORTING DATA
Union Crossings Final Plat
Union Crossings Site Plan (Reference Only)
Union Crossings Finance Plan
Union Crossings Draft Development Agreement
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(reserved/or recording informarion)
DEVELOPMENT CONTRACT
AND
PLANNED UNIT DEVELOPMENT AGREEMENT
UNION CROSSINGS
.
DEVELOPMENT CONTRACT ("Contract") dated
, 2005, by and
between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and RYAN
COMPAJ'liIES US, INC., a Minnesota Corporation (the "Developer").
1.
REQUEST FOR PLAT APPROVAL. On
2005, the City Council
approved a preliminary plat and Planned Unit Development ("PUD") for UNION CROSSINGS, a retail
center at the northwest quadrant of Interstate 94 and CSAH 18 (referred to in this Contract as the "plat"
and the "Development"). The parcel is approximately 47.65 acres and is situated in the County of Wright,
State of Minnesota, and is legally described on the attached Exhibit "A" (hereinafter referred to as
"Development Property'"). On June 13, 2005, the City Council approved the final plat.
.
S- B - ~S
.
.
.
2. CONDITIO"lS OF PLAT APPROVAL. The City approved the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 90 days of final plat approval.
3. RIGHT TO PROCEED. Within thc plat or land to be platted, the Developer may not
grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities,
public or private improvements, or any buildings until all the following conditions have bcen satisfied: 1)
this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary
security as provided in this Contract has been received by the City, 3) the plat and this Contract has been
submitted to the Wright County Recorder's Office, and 4) the City has issued a letter that all conditions as
contained in this Contract have been satisfied and that the Developer may proceed.
4. CHANGES IN OFFICIAL CONTROLS. For four (4) years from June 13, 2005, the
date of final plat approval, 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 plat
unless required by state or federal law or agreed to in writing by the City and the Developer (and the
Developer's successors and assigns). Thereafter, notwithstanding anything in this Contract to the
contrary, to the full extent permitted by state law, the City may requirc compliance with any amendments
to the City's Comprehensive Plan, 0 ffieial controls, platting or dedication requirements enacted after the
date of this Contract.
5. DEVELOPMENT PLANS. The platted property shall be developed in accordance with
the conditions of the PUD and the following plans ("plans") which are incorporated herein by reference.
With the exception of Plans A, B, C, .I, K, L, and ".1, the plans may be finalized, subject to approval by the
City Engineer, after the date of the Contract, but before commencement of any work in the plat. The
5Q:>-d-\o
plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the
.
written terms shall control. The plans are:
PlanA
Plan B
Plan C
PlanD
Plan E
Plan F
PlanG
Plan 1-1
Plan [
. Plan]
PlanK
Plan L
PlanM
PLANS
PREPARER DATE
Westwood Professional Services 11/15/04
Westwood Professional Services 6/15/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Schoell & Madson 4/14/05
Preliminary Plat
Final Plat
Preliminary Site Plan
Overall Grading Plan
Grading Plan - West
Grading Plan - East
Overall Utility Plan
Utility Plan - West
Utility Plan - East
Lighting Plan
Landscape Plan (including street
lights at Developer's cost)
Building Fayade Elevations
Target/Greenberg Farrow
1/12/05
Signage Plan
Ryan Companies US, Inc.
5/31/05
6. DESIGN STANDARDS. The applicable PUD Zoning District Regulations are thc same
as those set forth in the 8-4 Zoning District Regulations, except as modified herein:
a. the future development of Outlots A, Band C will be designed to avoid vehicle stacking
conflicts with incoming traffic and are subject to overall final and development stagc PUD
approval.
b. final building and signage plans for Lot 2, Block 2 and Lot 3, Block 3 will be submitted for
Planning Commission and City Council review and approval.
.
5b - :J-(
.
.
.
7. PUBLIC IMPROVEMENTS. The City shall design and install the following public
improvements in accordance with the approved plans and specifications prepared by the City's consulting
engineer WSB.
Improvements
Completion Dates
City of Monticello
City Project 2000-12C
Trunk Sanitary Sewer Extension
final Construction Documents
(Availahle Upon Request)
04/20/05
Relocated trunk sanitary sewer servicing
Monticello south of Interstate 94 conveying
wastewater to the Monticello treatment plant
to the north along the site's west property line.
07115/05
City of Monticello and Wright County
County Project 86-18-061, 86-39-061
City Project 200S-0SC, 2004-01C
CSAH 18 AND CSAH 39 AND Meadow Oak Ave.
final Construction Documents
(Availahle Upon Request)
04/25/05
frontage road connection southeast of the retail
development connecting County Road 75 and
CSAH 18 (Fenning Ave.)
09/01/05
City of Monticello
Ea;t 7'h Street, Highland Way and RR Crossing Project
final Construction Documents
(Availahle Upon Completion/Request)
06130/05
City project includes the construction of 7'11 Street and
Highland Way. Not to exclude public storm, watermain
and sanitary sewer within the development project.
- Railroad Crossing Agreement Executed
- Start Construction
- Substantially complete, including Highland Way Street and
all site utilities, except final storm connection
to Pond, 2nd lift of asphalt, landscaping
- OfT site grading of ponding on A VR Site
- Storm Connection Complete
06115/05
08/15/05
11/01/05
11/01105
11/30/05
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- 100% Complete, 7'h Street and Highland Way
City of Monticello, Wright County and MN Dot
State Project 8680-138
City Project No. 2004-01C
CSAH 18/1-94 Interchange
95% Plan Submittal
{Availahle Upon Requestj
City project including the reconstruction of the
Interstate 94 overpass, reconstruction of CSAH
18 from Hart Blvd. to School Blvd., traffic signals and
a folded diamond interchange exit trom Interstate 94.
- Let Contract (Receive for Bids)
- Commence Construction
- Complete Bridge Substructures
- Set Bridge Beams
- Pour Bridge Deck
- Bridge Overlay Complete
- Substantially complete
- Landscaping north of Interstate
8.
07/16/06
OS/20/05
07/12/05
09/01105
05/01106
05115/06
07/01/06
08/0 1106
08/31/06
09/30/06
PERMITS. The Developer shall obtain or require its contractors and subcontractors to
obtain all necessary permits, including but not limited to:
. Wright County for Work in County Rights-of-Way
. NPDES Permit for Stonnwater Connections from MPCA
. DNR for Dewatering
. City of Monticello for Building Permits
City shall obtain all necessary permits relating to the public improvements.
9. DEWATERING. Due to the variable nature of groundwater levels and stormwatcr flows,
it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to
perform dewatering and storm flow roUling operations. All dewatering shall be in accordance with all
applicable county, state, and federal rules and regulations.
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10. LICENSE. The Developcr hereby grants the City, its agcnts, cmployees, officers and
contractors a license to enter upon these areas of the Development Property reasonably necessary to
perform all work and inspections deemed appropriate by the City in conjunction with plat development
and thc installation of Public Improvements by the City. The City shall hold the Dcveloper (and its
successors and assigns) harmless from any cause of action or claims as a result of the negligence or
willful misconduct of the City, its agents, employees, of1icers and contractors on entering the platted
property and its performance of all of its work and inspections.
11. EROSION CONTROL, STORMWATER CONTROL AND STREET CLEANUP.
Prior to initiating site grading, the Erosion Control Plan, shall be implemented by the Developer and
inspected and approvcd by the City. The City may imposc additional erosion control and stormwater
requircments if reasonably required to effectuate the Plan. Seeding shall be in accordancc with the City's
current seeding specification, except as otherwise provided in the Erosion Control Plan. Developer as
rcquired by cxisting conditions shall clean dirt and debris from streets that has resulted from construction
work by the Devcloper. Prior to any construction in the plat, the Developer shall identify in writing a
responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer
shall provide the City with security in the form of either a letter of credit or eash escrow in the amount of
$120,000.00 for erosion control and street cleaning purposes. 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, or fails to clean and sweep streets, the City
after reasonable notice and opportunity to eure (whieh in the case of street cleaning will be 24 hours),
except in cases of emergency, may take such action as it deems appropriate, including the performance of
the necessary work by City stall or contracting to have it performed. The City will notify the Developer in
advance of any proposed action, except in the case of an emergency. If the Developer docs not reimburse
513-30
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the City for any cost the City incurrcd for such work within ten (10) days, the City may draw on the
security to thc extent nccessary to pay any costs. No site development and no building permits will be
issued unless the plat is in full compliance with the approved erosion control plan and storm watcr control
measures are in place. At the request of Developer, tbe security may be reduced as development proceeds
in amounts deemed reasonably appropriate by thc city engineer. The security will be released in its
entirety upon development of the platted property in accordance with the Development Plans.
12. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance
with Final Grading, Dcvelopment and Erosion Control Plan as set forth in Plan "8". The plan shall
conform to City of Monticello specifications.
13. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction
required by this Contract, the public improvements lying within public easements shall become City
property without further notice or action.
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14. CITY ADMINISTRATIVE OVERHEAD, PLANNING AND LEGAL EXPENSES,
CITY ENGINEERING ADYlINISTRATION AND CONSTRUCTION OBSERVATION. An
administrative fee is required to cover fees for City Staff and consultants rclating to processing of the
PUD,. preliminary plat, and associated administration ofthc improvement project. As of April 30, 2005,
those costs are as follows:
$ 1,122.06
$ 9,941.94
$ 1.983.17
$19,437.50
Planning
Engineering
Lcgal
City Administration
{Based on ,05 per square foot building (~i; 3Hg,550 square reet. SF based on Site Plan dated 4-14-05)
532,48467
TOTAL EXPENSES
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Expenses incurred after April 30, 2005 will be billed against deposits to be made by the Developer
as follows. A deposit of $8,000.00 is required to cover the cost of lcgal services and $5,000.00 to cover
the cost of planning services provided by the City's consultants. Upon completion of the project, the legal
and planning fees shall be reconciled against actual City costs. A deposit of $25,000.00 is required to
cover the cost of enginecring services provided by the City's consultants ("Engineering Fees"). This
amount covers the following: Plan review and project administration, monitoring of construction
observation, consultation with Developer and his engineer on status or problems regarding thc project,
coordination for final inspection and acccptance, project monitoring during the warranty period,
processing of requcsts for reduction in security, and the cost of construction observation. Upon
completion of the project, engineering fees shall be reconciled against actual City costs.
15. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
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requirements under this Contract which must be furnished to the City prior to the time of final plat
approval:
Legal *
Planni ng *
Engineering and Inspcction*
Administrative Fees for City Overhead
$ 8,000.00
$ 5.000.00
$25,000.00
$32,484.67
Total Cash Requirements $70,484.67
*Fees reconciled to actual reasonable expenses at close of project.
16. STORM SEWER AREA CHARGE. The Development is subject to a storm sewer area
charge of$467,472.00. The area charge is based on the gross area of the final plat less any area credit for
pond area, and is calculated as follows:
41.49 acrcs x $6.804/acre = $282,298.00 (plus $185,174.00 for 1.8 acrcs of on~site
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ponding). The total storm sewer arc a charge for the Development of $467,472.00 shall be paid by the
Developer in cash at the time of final plat approval and execution of this Agreement.
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17. SAI\ITARY SEWER AREA CHARGE. Thc Development is subject to a sanitary sewer
area charge of $106,164.00. The area charge is based on the gross area of the final plat and is calculated
as follows:
47.65 acres x $2,228/acre = $I 06,164.00
The total sanitary sewer area charge for the Development of $106,164.00 shall be paid by Developer in
cash at the time of final plat approval and execution of this Contract.
18. WATER MAIN AREA CHARGE. The Development is subject to a water main area
charge of $83,483.00. The area charge is based on the gross area of the final plat and is calculated as
follows:
47.65 acres x $1752/acre ~ $83,483.00
The total watermain area charge for the Development of $83,483.00 shall be paid by the Developer at the
time of final plat approval and execution of this Contract.
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19.
711I STREET AND HIGHLAND WAY PAYMENT.
Developer shall pay
$2,109,025.00 to the City at the time of final plat approval and execution of this Contract for its share of
the 7'h Street and Highland Way construction costs. 7'h Street and Highland Way will be constructed in
accordance with the approved plans prepared by WSB that integrate with the Schoell Madson preliminary
overall site design. The $2,1 09,025.00 ineludes $28,790.00 and $25,890.00 for the St. Benedict's
driveway relocation and the sanitary sewer extension to Outlot C, respectively.
20. I-94/CSAH 18 II\TERCHANGE ASSESSMENT. Thc Developer agrees to pay
$2,150,000.00 toward the cost of the 1-94/CSAH 18 lntcrchange Project ("lntcrchange Project"). This
amount shall be assessed against the development property as follows:
A. Developer acknowledges that the Development property receives a special benefit
from the Project.
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B. The Development property will be assessed $2,150,000.00 for the Project pursuant
to Minn. Stat. 9429.011, et seq.
C. The assessment of $2,150,000.00 will be payable over ten (10) years, including
interest at the rate of five and one-half percent (5.5%) per annum simple interest computed on the unpaid
balance.
D. The assessment is deemed adopted on the date this contract is signed by the parties.
The assessment amount will start to accrue interest on September I, 2006, or upon substantial completion
of the Interchange Project, whichever occurs last, with the first installment payable as part of the
collectible 2007 taxes.
E. Developer hereby waives unconditionally all procedural and substantive objections
to the assessment in the amount of $2, 150,000.00 including, but not limited to, any rights of Developer to
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hearing requirements and any claim that the assessment constitures a special benefit or that the amount of
the assessment exceeds the special benefit to the Development property. The Developer further waives
any appeal rights otherwise available pursuant to Minnesota Statutes g 429.081 or othcr laws.
F. The $2,150,000.00 assessment shall be allocated to the lots in the Development as
follows:
Block I, Lot I
Block 2, Lot I
Block 2, Lot 2
Block 2, Lot 3
Outlot A
Outlot B
OutlotC
OutlotD
$741, I 05.00
$541,800.00
$331,315.00
$ 70,305.00
$ 59,985.00
$202,745.00
$202,745.00
$ -0-
G. As to Out/ots A, Band C, the City will equitably apportion the assessment upon
request of Developer pursuant to Minn. Stat. g429.071, Subd. 3.
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21. SPECIAL PROVISIONS. The following special provIsIons shall apply to the
development of the platted property and the Public Improvements:
A. The City cannot guarantee a completion date for the Interchange Project or any
other Public Improvements. Developer acknowledges that the City is not obligated to thc Developer or
any third party in any way to complete thc Interchange Project by a certain date. City will not be liable to
Developer or any third party for any additional development costs or other claimed damages resulting
from any delay of in the completion of the Interchange Project or any of thc Public Improvements.
B. It is anticipated at this time that the City will be awarding a contract for the
Interchange Project by September 1, 2005 with a substantial completion date of August 31, 2006. The
contract will provide that the contractor will incur substantial liquidated damages for failure to meet thc
August 31, 2006 substantial completion date. The City agrees that the City will require any contracts
awarded for the Interchange Project or other Public Improvements to include the monument/completion
dates set forth in Paragraph 7 of this Contract. All of said contracts shall provide for substantial
liquidated damages for failure to comply with the monument/completion dates, including the August 31,
2006 substantial completion date for the Interchange Project. All said contracts shall also include a
provision which will allow the City to take over work as provided in the contract at its election in the
event thc contractor defaults under the terms and conditions of the contract or fails to comply with the
monument/completion dates as set forth in Paragraph 7. In thc event ofa default by any contractor
relating to such monument/completion dates, the City will take all reasonable steps which in its judgment
will facilitate the completion of the contract work in an expedient manner. Prior to letting any contract
for the Interchange Project, the City agrees to provide a copy of said contract (or any other contract l'or
other Public Improvements including monument/completion dates) to Developer l'or review to ensure that
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the monument/completion dates, liq uidated damage provisions and takeover provisions arc incorporated
therein.
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C. Developer will convey allneecssary temporary and permanent easemeuts for the
Interchange Project. Developer will also convey to the City a 21 foot wide trail casement abutting CSAH
18 encompassing thc cxisting trail. City will be responsible for maintaining the trail and casement arca.
D. Dcveloper is required to submit the final plat in electronic format. The electronic
format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g.,
grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications.
The Developer shall also submit one complete set of reproducible construction plans on Mylar.
E. City will have Braun Intertec on site, under the City's contract, to certify backfill of
sanitary sewer deep trcnch during construction. Braun is to provide the developer with the compaction
testing results. Trunk sanitary sewer construction schedule will be coordinated between Developer and
City's consulting enginecr.
F. The connection to existing pavement at the wcst end of the 7'h Street project will be
staged to maintain access to the St. Benedict property. The construction documents for the access drive to
St. Bencdicts will be completed by the City's consulting engineer and the construction will be included in
the 7'h Street project. The Dcveloper will pay all reasonable costs relating to the acquisition of the 7th
Street right of way from St. Henry's Church, including reasonable land costs, appraisal fees, survey and
engineering costs and attorneys fces in an amount not to exceed $15,000.00.
G. Developer shall not use existing 7'h Street as a construction access point.
Developer will complete thc rough grading for 7'h Street and Highland Way.
H. Developer will grade the St. Henry's Church pond.
!. Normal conslmction hours are 7 AM to 10 PM Monday through Saturday.
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J. Outlot D will be developed in accordance with the Plans. Developer hereby grants
the City a license to allow general public use of Outlot D in perpetuity for passive recreational purposes.
Developer will retain ownership of the Outlot and will be responsible for all on-going reasonable
maintenance and upkeep of the Outlot and improvements.
K. The Developer is required to submit a letter of credit m an amount equal to the
esimtated amount of landscaping improvements to the site.
22. MISCELLANEOUS.
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A. The Developer shall indemnify and hold the City and its officers, employees, and
agents harmless from elaims made by it and third parties for damages sustained or costs incurred resulting
from plat approval and development, except for any costs or damages resulting from the gross negligence
of the City, its officers, employees and agents. The Developer shall indemnify the City and its officers,
employees, and agents for all costs, damages, or expenses which the City may payor incur in
consequence of such elaims, including attorneys' fees, except for any costs or damages rcsulting from the
gross negligence of the City, its officers, employees and agents.
B. The Developer shall reimburse the City for costs incurred by the City m the
enforcement of this Contract against the Developer, including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Contract within thirty (30) days after receipt. If the bills arc not paid on time, the City
may halt plat development and construction on the platted property until the bills are paid in full,
provided, however, that the City will not exercise such right and remedy against either Target or Home
Depot. Bills not paid within thirty (30) days shall accrue interest at the rate of twelve (12%) per year.
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D. [n addition to the charges and special assessments referred to herein, other charges
and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"),
City water connection charges, City sewer connection charges, and building permit fees.
E. The Developer represents to the City that the plat complies with all city, county,
metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances,
zoning ordinances, and environmental regulations.
f. Breach of the terms of this Contract by the Developer after notice and reasonable
opportunity to cure shall be grounds for denial of building permits and certificates of occupancy. The
City, however, will not withhold a building permit or certificate of occupancy for Block [, Lot I or Block
2, Lot I because of defaults by the Developer not relating to the use of these two lots.
G. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
.
Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion
of this Contract.
H. !\io sewer and water connection permits may be issued and no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until the streets
needed for access have been paved with a bituminous surface and the utilities are accepted by the City
Engineer.
I. The action or inaction of the City shall not constitute a waiver or amendment to the
provisions of this Contract. 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 Contract shall not be a waiver or release.
J. This Contract shall run with the land and may be recorded against the title to the
property provided, however, that all monetary obligations of the Developer hereunder shall be and remain
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the responsibility of the Developer wl]ess expressly assumed in writing by any successor or assignee of
the Developer. The Developer covenants with the City, its successors and assigns, that the Developer
upon recording of the plat is well seized in fee title of the property being final platted and/or has obtained
consents to this Contract, in the form attached hereto, from all parties who have an interest in the
property; 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.
K. 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, except as specifically limited in this Contract, 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.
.
L.
Developer may not assign this Contract, except as to certain conditional
assignments and rights pursnant to a Site Development Agreement (by and between Developer and
Target) and a Development Agreement (by and between Developer and Home Depot) without the written
permission of the City Council. Developer's obligation hereunder shall continue in full force and effect
even if the Developer sells portions of the development.
23. 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: 50 South Tenth Street Suite 300, Minneapolis, Minnesota 55403-2012. 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: Monticello City Hall, 505
Walnut Street Monticello. Minnesota 55362.
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CITY OF MONTICELLO
BY:
Clint Herbst, Mayor
(SEAL)
AND
Rick Wolfsteller, City Administrator
DEVELOPER:
RYAN COMPA",IES US, INC.
BY:
Its
STATE OF MINNESOTA )
( ss.
COUNTY OF WRIGHT )
The foregoing instrument was acknowledged before me this day of
2005, by Clint Herbst and by Rick Wolfsteller, the Mayor and City Administrator of the City of
Monticello, a Minnesota municipal corporation, on behal f of the corporation and pursuant to the authority
granted by its City Council.
NOTARY PUBLIC
ST A TE OF MINNESOTA )
( ss.
COUNTY OF WR1GfIT )
The foregoing instrument was acknowledged before me this
2005, by the
Ryan Companies US, Inc., a Minnesota corporation, on its behalf.
day of
of
NOTARY PCBLIC
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
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317 Eaganda1e Offiee Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone: 651-452-5000
TMS
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EXHIBIT "A"
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[Legal Description)
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APR 19 '05 12:07PM
P.l/l
Minne,ola Department of Public Safety
Alcohol and Gamblbtg Enforeement Division (AGED)
444 Cedar Streot, Suile 133. SI. Pau~ MN 55101-5133
Telephone 651-296-6979 Fax 65\.297.5259 TrY 65\.282.6555
Certification of an On Sale I~iQuor License. 3~2..I. Lionor license. or Sunday UQuor License
Cities and Counties: You are required by law 10 eomple1e and sign this fonn to certify the issuance oithe following liquor
ljccnse typos: I) City issued on sale intoxicating and Sunday liquor lieOWlos
2) City and County issued 3.2% on 81'ld olfsale malt liquor licenSOll
Name of City or County Issuing Liquor License Mont;c,p 110 License PerIod From: 7/1 To: 6/30
Circle One~w Lie, m~) License Transfer Suspension Revocation Cancel
~,- (I"""",t;"""....""",) (OiYO"",,,,)
Sunday Liquor 3 .2% On sale 62% Off SalV
3.2% On Salefcc: S 3.2%OIfSalefee:S 100.00
Social Security #
License type: (circle all that apply) On Sale lnlOxicating
Fee(s): On Sale License fce:S Sunday LiellllSC fee: S
Licensee Name: \Val-Mart .C;torp~, Tnr DOB
(corporation. partncntnip. LLC, or Individual)
Bu,in,sa Trade Name Wal-Mart SllpprCt.~~t~ 8U1lin... Address 9320 CPrlRr St. Cil}Monti cp 11 0 ,
Zip Code 55362 CountjWri ~ht Business Phone 7fi'J/?g'i-gROO HomePhone 6.7Q/)06.-?n7n
Homo Addrcss 702 SW Rth St CityRpntomTi 11 P, AI<. Lictll$Cc's MN Tax ID #'Jfi 'J:n1 'J
(To AppI~ ,"16".196-0181)
MN 55362
Lice""ec', Federal Tax lD #
71- 0415188
(To :lJlply ca.1I651-190-390~)
If above named licensee is a corporation, partnership. or LtC. eomple1e the followin: for ea<:h partner/officer:
Please see attached listing of officers
Purmcr/Officer Name (First Midd!t Lall) DO'S Social Sec:wi()''''' HCD'nG Addreliilll'
(PartncriOffict:T" Nartle (firs{ MiddJe Lasl)
OOB
Sooi.15ttUrtly ~
Home Address
rEmn.;r/Ofti~.;r N,'l.mc (Fm. MiUdle Lou)
DOB
SOcial &Jc:wity 11
J-i~ AddfClUl
Imoxieatins liquor Iieen..., must auaeh a ccrrificsle of Liquor Liability Insurance to this form. Tho Wulllllce certificate
must contain an oflbe following: '
I) Show the exact licensce name (corporation, partnership, LLC. ete) and bwC&!I address as shown on the license.
2) Cover completely the license pcriod sel by the local city or county IiccD,ring authority as shown on the license.
Circle One: (Ye, No) During the pas, ycsr has a summons been issued to the licensee under the Civil Liquor Liability lAow?
Workers Compensation losurancc is also required by alll;cen,..s: Please complete the foUowing:
Workers Compensation Insurance Company Name: Policy #
I Certify lbalws IicoDSe(s) has been approved in an official meeting by the ioveminll body of the city ot county.
City Clerk or County Auwtot Signature Pato
(rid.)
On Sale IntoncatinK liquor licensees must also purchase a $20 Retailer Buyers Card. To obtain the
application for the Buyers Card, please call 6Sr~:ZlS.6209, or visit OUr website at www.dps.state.mll.us.
(Form 9011.2(04)
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Council Agenda - 6/13/05
SD. Consideration of Purchase of Decanter Actuator aUhe Wastewater Treatment Plant. (1,S,)
A. REFERENCE AND BACKGROUND:
The decanter actuators or activators for the Wastewater Treatment Plant actually move the decanters
up and down in the SBR tanks to draw water off after processing, The decanter set at precise
movements by computer controlled sequencing draws water off near the top of the SBR tank and
goes directly to the chlorination and de-chlorination chamber and then to the Mississippi River. Any
type of failure ofthe actuator to operate properly immobilizes the entire SBR tank. If the actuator
is going to be down for an extended period of time the tank must be drained and switched to another
SBR tank that is if an additional tank is available, With a complete spare actuator on hand the tank
could be on line in a matter of hours most likely without draining the SBR tank,
B. ALTERNATIVE ACTIONS:
I, The first alternative would be to authorize purchase of a complete spare actuator at a cost of
$11,450 plus taxes and freight from ITT Industries.
2. The second alternative would be not to authorize a spare but to remove the faulty unit, drain
the tank and rebuild the old unit.
c.
STAFF RECOMMENDATION:
Staff recommends a spare unit as per alternative #1.
D. SUPPORTING DATA:
Copy of quote from ITT Industries and pictures of the SBR tank and the actuator.
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JUN-06-2005 11:27
FAX
To:
Attention:
Fax No:
From:
Copy:
Date:
Total Pages::
Su bject:
SANITAIRE
P.01/01
~TT 'Industries
San/ta/re
Veolia Water
Chuck Keyes
763-295-4779
Tel
Dir, Tel
Fax
414-365-2200
414-365-2233
414-365-2210
June 6, 2005
1
Monticello Actuator
Mlf' ~
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Chuck,
Pursuant to your voice message, the price for a complete actuator, including motor and limit
switches for connecting to the existing actuator support structure and connecting rod is $11,450.
Freight and taxes would be extra.
Best Regards,
Saniraire
~ .~'
" ,
""'~" ~
Dave Lauer"P.E.
Regional Manager
5fJ-Ltlo
C;;lniT:iil'P l:.. niviqir'\'" nf fTT 1M, I~~i_ ll"lr
TOTAL P.01
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Council Agenda - 6/13/05
SE.
Consideration of resolution approvim! renewal of l!amblinl! license for VFW Post
#8731 to conduct charitable l!amblinl!. (RW)
A. REFERENCE AND BACKGROUND:
VFW Post #8731 is requesting renewal of their permit to conduct charitable gambling
operations at 713 Cedar Street.
Prior to the State Gambling Control Board issuing a license, the City Council must pass a
resolution approving or denying the application. The staff is not aware of any reason why
the Council would not allow the state to issue this license.
B. ALTERNATIVE ACTIONS:
I. Adopt a resolution authorizing the State Gambling Control Board to renew the
charitable gambling license to VFW Post #873 I for charitable gambling activities
at 713 Cedar Street.
2. Do not approve the resolution.
c.
STAFF RECOMMENDATION:
The City Administrator recommends the resolution being adopted authorizing the
issuance of the license. The City is not aware of any reason why the license should be
denied.
D. SUPPORTING DATA:
. Copy ofresolution
5f.-Y~
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CITY OF MONTICELLO
RESOLUTION 2005-64
RESOLlJTlON AVTHORIZING THE ISSUANCE
OF A GAMBLING LICENSE
WHEREAS, VFW Post #8731 has submitted an application to the City Council of Monticello
for the issuance of a charitable gambling license to conduct charitable gambling activities at 7J 3
Cedar Street
WHEREAS, upon review of the organization's activities, the Council is not opposed to the
gambling license being issued by the State Gambling Control Board,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application of
VFW Post #8731 for a charitable gambling license is hereby approved and the State Gambling
Control Board is authorized to process the application.
Adopted by the Monticello City Council this 13th day of June, 2005.
.
ATTEST:
Clint Herbst, Mayor
Rick Wo1fsteller, City Administrator
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Council Agenda - 6/13/05
SF.
Consideration of resolution aDDrOvinl! renewal of l!amblinl! license for American
Lel!ion Post No. 260 to conduct charitable l!amblinl!. (RW)
A. REFERENCE AND BACKGROUND:
American Legion Post No.260 is requesting renewal of their permit to conduct charitable
gambling operations at 304 Elm Street.
Prior to the State Gambling Control Board issuing a license, the City Council must pass a
resolution approving or denying the application. The staff is not aware of any reason why
the Council would not allow the state to issue this license.
B. AL TERNA TIVE ACTIONS:
1. Adopt a resolution authorizing the State Gambling Control Board to renew the
charitable gambling license to American Legion Post 260 for charitable gambling
activities at 304 Elm Street.
2. Do not approve the resolution.
c.
STAFF RECOMMENDATION:
The City Administrator recommends the resolution being adopted authorizing the
issuance of the license. The City is not aware of any reason why the license should be
denied.
D. SUPPORTING DATA:
Copy of resolution
Sf-t)o
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CITY OF MONTICELLO
RESOLUTION 2005-63
RESOLUTION AIJTHORIZING THE ISSUANCE
OF A GAMBLING LICENSE
WHEREAS, American Legion Post No. 260 has submitted an application to the City Council of
Monticello for the issuance of a charitable gambling license to conduct charitable gambling
activities at 304 Elm Street
WHEREAS, upon review of the organization's activities, the Council is not opposed to the
gambling license being issued by the State Gambling Control Board,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application of
American Legion Post No. 260 for a charitable gambling license is hereby approved and the State
Gambling Control Board is authorized to process the application.
Adopted by the Monticello City Council this 13th day of June, 2005.
Clint Herbst Mayor
ATTEST:
Rick Wolfsteller, City Administrator
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A.
Council Agenda - 6/13/05
Consideration of chan!!e in nermit fees for fireworks sales. (RW)
REFERENCE AND BACKGROUND:
At the present time requests to sell fireworks in the City are handled under the provisions of
thc City's transient merchant ordinance. The provisions of the ordinance include no sales
from public right of way, sale from private property only with consent of owner, sales
allowed in zoning districts where outdoor sales is a permitted use, compliance to provisions
relating to signage and parking and payment of license fees as set by Council. The City has
not made any distinction between transient merchants who sell fireworks and other transient
merchants.
Currently the fees for a transient merchant are $50 day plus a $3.50 application fee which the
City has been collecting from all transient merchants who operate in the City. State statute
regulating fireworks was changed to include a provision that limits the fee imposed by the
City on the those individuals who sell fireworks to $350 a year. In the past the City has had
three to four vendors conducting outdoor sales of fireworks generally operating at sites such
as Cub Foods, O'Ryans and Holiday that would be affected by the change in the statute.
B. ALTERNATIVE ACTIONS:
I.
Move to adopt a fee schedule that would set a license fee of $350/annually for those
transient merchants engaged in the sale of fireworks.
2. Move to set a license fee at a figure less than $350/annually for those transient
merchants engaged in the sale of fireworks.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Administrator that the City adopt a license fee that
complies with the provisions of Minnesota Statute 624.20 Subd. 1, (d)
D. SUPPORTING DATA:
Copy of statute.
sc;-Sd-
Minnesota Statutes 2004. 624.20
r
Minnesota Statutes 2004, Table of Chapters
.
Table of contents for Chapter 624
624.20 Fireworks.
Subdivisio~l 1. Regulation. (a) As used in sections 624.20 to
624.25,
the term Tlfireo....JOrks" :neans any substance or combination of
substances or article prepared for the purpose of prodJcing a
visible or an audible effect by combustion, explosion,
deflagration, or detonation, and inclJdes blank cartridges, toy
cannons, and toy ca~es i~ which explosives are used, ~he type of
balloons which re~ci~e fi~e underneatt to propel them,
firecrackers, torpedoes, skyrockets, ROIT,an candles, daygo bombs,
sparklers other than those specified in paragraph (e), or other
fireworks of like construction, and any fireworks containi~g any
explosive or infiarrmable compocnd, or any tablets or othe~
device containing any explosive substance and com.only used as
fireworks.
(b) The term "fireworks" s~all not include toy pis~ols, toy
guns, in which paper caps contai~~ng 25/100 grains or less of
explos~ve compound are usen and toy pistol caps w~ich contain
less tha~ 20/100 grains of explosive mixture.
.
~c) T~e term a~so does not include wire or wood sparklers
of not more thon lOO grams of mixture per item, other sparkling
items which are nonexplosive and nonaerial and contain 75 grams
or less of chemical mixture per tJbe or a total of 200 grams or
less for ~ultiple tJbes, snakes and glow worms, smoke devices,
or trick noisemakers which include paper streamers, party
poppers, string poppers, snappers, and crop pops, each
consisting of not more ~han twenty-five hu~dredtjs grains of
explosive mixture. The use of items listed in this paragraph is
~o~ permitted on pJblic property. ~his paragraph coes not
authorize the purchase of items listed in it by persons younger
than 18 years of age. The age of a purchaser of items listed in
tjis paragraph must be verif~ed by photographic identification.
(0) A local unit of government may impose an annual license
:ee fo~ ~he retail sale of itens authorizeci c~der paragraph
(c). The annual license fee of each retail seller tha~ is in
the business of selling only the items authorized under
paragraph (c) may ~ot exceed $350, and the annual license of
each ot~er retail seller may not exceed $100. A local unit of
government may not:
(1) impose a~y fee or charge, other than the fee autjorized
by this paragraph, on the retail sale of i~e~s authorized under
para.graph (c);
.
(2) prohibit or restrict the display of items for permanent
or temporary retail sale authorized under paragraph (c) that
comply with Natio~al Fire Protection Association Standard 1124
(2003 edition); or
(3) impose en a retail seller any fir:a!lcial guarantee
http://vv,vw.rcvisor.leg.state .mn. us/stats/624/20 .htm!
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5/26/2005
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Minnesota Statutes 2004, 624.20
,
requ~r2men~s, i~c_uGing bonojng or insura~ce provisio~s,
co~t2iLing restr~ction3 or conditions not ~mposed on the same
bas~s OL 211 o~he~ bcs~ness l~censees.
Subd. 2. Explosive fireworks. As used in se:::t-=-ons 624.2:] ::0
624. /:5, t~e term
'!explosive fireworks" mEaLS any fireworks that conta-=-n
pyrotechnic or flash powcer, gunpowder, black powder, or any
o::her explosive compound constructed to prod~ce deton2tion or
de=lagratior. .
ErST: 1941 c 125 s '-; 1988 c 584 s 2; 2002 c 350 s 1; 2003 c
128 art 15 s 6
Copyright 2004 by the Office of Revisor of Statutes, State of Minnesota.
http://www.rcvisor.lcg.state.mn.us/stats/624/20.html
Page 2 of2
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5/26/2005
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Council Agenda - 6/13/05
5H. Consideration of an on-sale liauor license for Ron Cho Grande II. 613 Locust Street. (RW)
A. REFERENCE AND BACKGROUND:
The City has received an application for an on-sale liquor and Sunday liquor license for Ron
Cho Grande 11 at 613 Locust Street (the former site of China Buffet).
B. ALTERNATIVE ACTIONS:
I. Approve the on-sale and Sunday liquor license for Ron Cho grande II at 6] 3 Locust
Street contingent upon payment of license fees and submittal of certificate of insurance.
2. Do not approve license application.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Administrator that the license application be approved
contingent upon payment of license fee and submittal of certificate of insurance.
D.
SUPPORTING DATA:
Copy of license application.
SH-55
.
Minnesota Department of Public Safety
Alcohol and Gambling Enforcement Division (AGED)
444 Cedar Street, Suite 133, S1. Paul, MN 55101-5!33
Telephone 65]-296-6979 Fax 651-297-5259 TTY 651-282-6555
Certification of an On Sale LiQuor License. 3.20j{) Liquor license. or Sundav Liquor License
Cities and Counties: YOLl arc required bj' ]a\\1 10 complete and sign this forl1lto certify the issuance Oflhc f()]]owing liquor
license types: J']'(\1Y issued on sale intoxicating and Sunday liquor licenses
2) City and COLlnty issued 3.2(;,';1 on and off sale malt liquor licenses
Name ofeity or COLI t}::.J.~.:~,~1il1g Liquor License
Circle On New Liccns~ License Transfer
/
License Period From:
To:
Suspension Revocation Cancel
(fonner licensee name)
(Givcdatcs)
.
License type: (circle all that apply) @ Sale Intoxicating
fee(s): On Sale License fec:$ Sunday Liccnse fee: $
Licensee Name:!l'{-/6,f II? v !1)o ~4 d<-y
(corporation, pnrlncrship. LLC, or Individual)
Bnsiness Trade Name 12 /1 CAd (;,;'il./d0 ftBusiness Address 1/3 /;,(/15 Slv30 City l1o;IJll' Ce!lo
Zip Code County (l! iT,:J BuSi]~CSS Phone Home Phon~:7 1(7, )tr c9.-d-9-;;'l'
Home Address C)/ If J. If/rD.1 'n 'e [!Ju/City 8) F/-o 2" JjA) 5~/L,iecnsee's MN Tax ID # lid.??;) 3
., ' "V1 --fli:/'.{'fLJLI/< J (T" Appln'c" 65U9(.-61X1)
Llccnsec s Federal Tax TD #- 4'1 J ~ rxifl- ,_. "Jl2-
(Tn Jpply cull 651.2')(H'>11)1
~
Sunday Liquor
3.2{j'() On sale
J2',;, Off Sale
DaB
Social Security #-
3.2% OJl Salc fcc: $
hO 7- <;10.. <;';) v9
"
n Sale fcc: $
If a~ovc named licensee \S J corporation.,},artnership. or
!;/;-r::!6!2 &d)/7b1 cL",- Z
Partner/OtTicer Name (First Ivliddlc LDSt) DOH
LLC, complete tl~c following fOJ~ eacl~partnc~)Officcer: ~ " i /
667- fI5 <;/;:l-'X Y d/o;.) Pyc/Y/ e {liL~
Social Security Ii Ilome Address i- AI t;:Y-:h!
N/J
5s
./
Social Secllnty #
1-lo111C Address
(Pmtncr/Ofiiecr Name (First Middle Last)
DDB
P<:I11ncr/Officcr I'<umc (First I'vtiddle Lust)
DDS
Social Security -#
IlolllC I\ddrcss
Intoxicating liquor licensees must attach a certificate of Liquor Liability lnsurance to this form. The insurance certificate
must contain all of the follmving:
1) Shmv the exact licensee name (corporation. partnership. LLC, etc) and business address as shown on the license.
2) Cover completely the license period set by the local city or county licensing authority as shmvn on the license.
Circle One: (,\res No) During the past ycar has a summons been issued to the licensee under the Civil Liquor Liability' Law?
\Vorkel's Compensation Insurance is also required b): all licensees: Please complete the following:
\Vorkers Compensation Insurance Company Name:Se~ez!) '"!/C Policy #jJJC '7 9;:;1. 5/65
I Certify that this licensc(s) has been approved in an official mceting by the governing body orthe city or county.
City CJerk or County Auditor Signature Dale
(title)
.
On Sale Intoxicating liquor licensees must also purchase a $20 Retailer Buyers Card. To obtain the
application for the Buyers Card, please call 651-215-6209, or visit our website at www.dps.state.mn.ns.
O:onn t)OII-2004)
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Council Agenda - 6/13/05
51.
Approve Chanl!e Order No.1 for School Boulevard Street. Sidewalk. and Median
Improvements Proiect (Citv of Monticello Proiect No. 2004-31C) (WSB)
A. REFERENCE AND BACKGROUND:
The School Boulevard project involves roadway improvements and widening to
accommodate center medians from Deegan A venue to approximately 1,200 feet east of
Cedar Street with pavement overlay from Deegan Avenue to Edmonson Avenue.
Modifications to the original contract are summarized as follows:
1. In place of originally proposed striped medians, concrete medians were added to the
project from approximately 1,200 feet east of Cedar Street to Edmonson Avenue,
necessitating roadway widening, additional storm sewer construction, as well as a
reduction in sigu panels and pavement markings.
2. Bituminous path on the south side of School Boulevard was changed to concrete
walk to reflect prior approved developer's agreements.
3. Extension, relocation, and optimization of sanitary sewer and water services along
School Boulevard between Cedar Street and Edmonson Avenue to accommodate
new roadway configuration and to mitigate roadway/curb/path reconstruction
necessary at the future time said services are connected.
4. Additional traffic control for School Boulevard detour and road closures.
5. Dust control to account for redirected traffic to the gravel segment of Dundas Road
due to closure of School Boulevard.
Funding for this project was previously received from the developer. This additional cost
has been agreed to by the developer and is within the original estimate of cost.
B. ALTERNATIVE ACTIONS:
1. Approve Change Order No.1 in the amount of$64,827.75 for Buffalo Bituminous,
Inc.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Engineer that Change Order No.1 in the amount of
$64,827.75 be approved for payment.
D. SUPPORTING DATA:
Letter of Recommendation
Change Order No.1
5'1. - 51
C.',/XXUME_llDAWNGR_I.C1lLOCALS-J'.Jemp',AGN ITM-Approl'fiCOI-1J6/305.doc
...
WSB
.
& Associates, Inc.
Infrastructure I Engineering I Planning I Construction
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
lei: 763.541-4800
Fax: 763-541-1700
June 7, 2005
Mr. Rick Wolfsteller
City Administrator
City of Monticello
505 Walnut Street Suite #1
Monticello, MN 55362
ATTN: Dawn Grossinger, Deputy City Clerk
Re: Change Order No.1
School Boulevard Street, Sidewalk and Median Improvements
Monticello City Project No. 2004-31 C
WSB Project No. 1494-13
.
Dear Mr. Wolfsteller:
Please find enclosed Change Order No.1 for the above-referenced project for your review and
approval. The increase to the original contract amount is $64,827.75, resulting in a new contract
totalof$544,828.28. This change order amount will be included with the next construction pay
voucher processed. We hereby recommend that the City of Monticello approve Change Order
No. I for Buffalo Bituminous, Inc,
If you have any questions regarding the above, please do not hesitate to contact me at 763-287-
7183.
Sincerely,
WSB & Associates, Inc.
c}t (l;G/~
Charles T. Rickart. P.E., P.T.O.E.
Project Manager
Enclosures
cc: Chuck Hicks - Buffalo Bituminous, Inc.
.
Minneapolis I St. Cloud
Equal Opportunity Employer
5j:-5o
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K: 10 J 494-1 J\A alllilllDors It TR-rw(}Jft leJIi:r.(J60705,M(
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CHANGE ORDER # 1
Contractor: Buffalo Bituminous
Cit Pro"eet No, 2004-31C
Address: 2852 Collo Road 12 North, Buffalo, MN 55313
Job Location: School Boulevard Street, Sidewalk and Median I rovements
Cit of Monticello, MN
In accordance with Ihe terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions:
The Engineer requests the following changes be made to the contract:
I" Modifications to curb & gutter construction at southeast quadrant ofTH 25 and School Blvd" center concrete
median, and roadway striping as shown on revised plan sheets IIR, 14R, 19R, and 22R,
2. Additional curb & gutter rerooval and constIuction, storm sewer structure removal and construction,. casting
adjustment, excavation, aggregate base, and bituminous pavement necessary for roadway widening to
accommodate center concrete medians between 8ta. 56+50 and 64+50 as shown on revised plan sheets 12R.
J6R, 17R, 20R, 22R, A reduction in Type C sign panels, and pavement markings is also reflected in these
modifications.
3, Change 8' bituminous path on south side of School Boulevard, from Sla, 54+25 to 55+75, to 8' concrete walk,
4, Extend sanitary service 10' beyond edge of proposed path/walk/apron at Sta, 54+50 R T, Sta. 58+00 L T, Sta,
62+00 LT, as shown on revised plan sheets 16R and 17R, Similarly, extend water service 10' beyond edge of
proposed path/walk/apron at same three locations as described previously. At 8t3. 54+50 RT, furnish and
install gate valve and hydrant per city specifications. Sanitary and water services extended shall be stubbed
and capped per city specifications. AlllabOT, materials, and equipment necessary to provide extensions
described above for each service as acceptable to the Engineer shall be compensated as Farce Account Wark
under MnlDOT Spec. 1904,
5, Modifications to the School Boulevard detour and traffic control signage. Three (3) 'No Thm Traffic' signs to
be installed on Dundas Road at locations to be approved by the Engineer, One (1) additional 'Detour/School
BlvdlRt Arrow' sign to be installed at location to be approved by the Engineer. Three (3) Type III Barricades
with flasher heads and Road Closed sign to be installed at Orchard Lane location as directed by the Engineer,
Two (2) Type III Barricades with flasher heads and Road Closed signs to he installed on Dundas Road
locations as directed by the Engineer, Compensation for all additional signage and traffic control items shall
be made by adjusted lump sum Traffic Control price to include all price quotes supplied by the Contractor.
6, Addition of application ofa 38% Calcium Chloride solution per MnlDOT 3911 to be applied per MnlDOT
2131 by distributor meeting the requirements of MnlDOT 232 1.3C I. The 38% Calcium Chloride solution
shall be applied at an application rate of 0.2 gallons/square yard for initial use and an application rate ofO. I
gallons/square yard for subsequent additional uses, Application shall be as directed by the Engineer to only the
gravel segment of DllOdas Road. Payment shall be per Each application, and shall be compensation in full for
furnishing and applying the material as specified,
7. Addition of 8" wet tap offa 12" ductile watermain to provide water service to "Outlot A" at approximately 8ta.
57+ 10 as located in field by Engineer. Payment shall be lump sum, and shall be compensation in full for
furnishing and installing the wet tap, valve, and valve box up to finish grade. Labor, materials, and equipment
necessary to provide roadway patch as acceptable to the Engineer shall be compensated as Force Account
Work under MnlDOT Spec, 1904,
8. Modifications to TH 25 traffic control signage for School Boulevard closure. Two (2) 'Open to Cedar Street
Businesses' signs to be installed below existing . School Blvd Closed Follow Detour' signs on TH 25 north and
south ofthe intersection ofTH 25 and School Boulevard, Compensation for all additional signage and traffic
control shall be made by adjusted lump sum Traffic Control price to include all additional signage price quotes
(price per day) supplied by the Contractor as discussed above in Contract Change Number 5.
Page I of2
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CHANGE ORDER # 1
Contractor: Buffalo Bituminous
Ci Pro'ect No. 2004.31C
Address: 2852 Count Road 12 North, Buffalo, MN 55313
Job Location: School Boulevard Street, Sidewalk and Median 1m rovemenls
Cit of Monticello, MN
In accordance with the terms ofthi~ Contract, you are hereby authorized and instructed 10 perform the Work as altered by the following provisions:
ESTIMATED INCREASE IN COST
Item Estlm~}~ Estimated
Number DescrlDllon Unit Quanti Unit Price Amount
2104.501 REMOVE SEWER PIPE (STORM) UN FT 4 $18.00 $72.00
2104.501 REMOVE CURB AND GUTTER UN FT 1160 $2.50 $2,900.00
2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 6 $375.00 $2,250.00
2105.501 COMMON EXCAVATION (P) CUYO 440 $7.50 $3,300.00
91332 CAlCIUM CHLORIDE SOLUTION APPLICATION EACH 3 $1,500.00 $4,500.00
2211.501 AGGREGATE BASE CLASS 6 MOD TON 275 $10.00 $2,750.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (B) TON 20 $38.00 $760.00
2350.502 TYPE MV 2 NON WEARING COURSE MIXTURE (B) TON 110 $38.00 $4,180.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 47 $1.00 $47.00
2503.541 IS' RC PIPE SEWER DESIGN 3006 CLASS V UN FT 24 $42.00 $1,008.00
2503.602 CONNECT TO EXISTING STORM SEWER EACH 4 $350,00 $1,400.00
2506.502 i gONST:~CT DRAINAGE STRUCTURE DES SPECIAL EACH 6 $1,325.00 $7,950.00
2'X3' CB
2506.522 ADJUST FRAME & RING CASTING EACH 1 $485.00 $485.00
2521.501 4' CONCRETE WALK SOFT 1225 $2.35 $2,878.75
2531.501 CONCRETE CURB & GUTTER DESIGN B618 LINFT 1160 $9.95 $11,542.00
2531.503 CONCRETE MEDIAN SOYD 490 $39.50 $19,355.00
2563,601 TRAFFIC CONTROL LUMP SUM 1 $1,469.00 $1,469.00
2504.602 lTX8" WET TAP EACH 1 $2,150.00 $2,150.00
TOTAL INCREASE $68,996.75
ESTIMATED DECREASE IN COST
Item
Number
2521.511
2564.531
2564.603
2564.603
Estimated
Quanti
-1225
-30
.2620
-250
Unit Price
$1.20
$22.50
$0.20
$6.00
Estimated
Amount
($1,470.00)
($675.00)
($524.00)
($1,500.00)
Descri lion
2" BITUMINOUS WALK
SIGN PANELS TYPE C
4" SOLID LINE YELLOW.EPOXY
24" SOLID LINE YELLOW-EPOXY
Unit
SOFT
SO FT
lIN FT
lIN FT
TOTAL DECREASE
NET ADJUSTMENT TO TOTAL CONTRACT AMOUNT
$64,827.75
CHANGE IN CONTRACT TIME
0:;; -) 1'05'
Date
S-3(-p5
Date
Due to this change, the Contract Time:
a. Is increased ( ) by Working Days
Is decreased ( ) by Working Days
Is increased ( ) by Calendar Days
Is dee-reased ( ) by Calendar Days
Issued by:
Accepted by:
b. Is not changed ( X )
^pproved by:
City of Monticello
Date
c. Maybe revised if the work affected
the controlling operati<m ( ).
Page 2 of2
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Council Agenda - 06/13/05
5K. Consideration of a request for a Conditional Use Permit for Open and Outdoor
Storaee in a B-3 Zonine District. Applicant: Enterprise Rent-a-Car. (NAC)
REFERENCE AND BACKGROUND
As part of a continued public hearing, Planning Commission recommended approval
of the Conditional Use Permit for Enterprise Rent-a-Car based on their revised plans.
The applicant supplied two alternative plans, both of which show revised parking
locations for their rental car inventory which do not interfere with the building's
required customer parking spaces. The applicants stated that they have also made off-
site arrangements for storage of any vehicles beyoud the parking spaces as shown.
Plauniug Commission allowed that the applicant could choose which of the revised
plan alternatives works best in terms of their outdoor storage.
Enterprise Rent-a-Car is seeking a Conditional Use Permit to utilize 4 of the 8 off-street
parking spaces at 217 Sandberg Road for storage of rental vehicles. Enterprise would
occupy a portion of the building for its office space. Open and Outdoor Storage in the B-3
District may be allowed under the following regulations:
1. The area is fenced and screened from view of neighboring residential
uses or if abutting an "R" district in compliance with Chapter 3,
Section 2 [0], of this ordinance.
2. Storage is screened from view from the public right-of-way in
compliance with Chapter 3, Section 2 [0], of this ordinance.
3. Storage area is grassed or surfaced to control dust.
4. All lighting shall be hooded and so directed that the light source shall
not be visible from the right-of-way or from neighboring residences
and shall be in compliance with Chapter 3, Section 2 [H], of this
ordinance.
5. Does not take up parking space as required for conformity to this
ordinance.
6. The provisions of Chapter 22 of this ordinance are considered and
satisfactorily met.
A complete site plan was not submitted for this application, however, the building appears to
be well over 3,000 square feet in floor area. The previous application included a plan that
would consume up to half ofthe existing parking for the storage of rental cars, in violation
of the terms of the Conditional Use Permit requirements. The new alternative submitted by
the applicants relocates the rental car storage to a fenced area adjacent to the building, off of
the parking lot and out ofthe view of the public. This alternative appears to be consistent
with the code requirements for outdoor storage in this district.
ALTERNATIVE ACTIONS.
Planning Commission recommended alternative 1 below.
Decision 1: Conditional Use Permit for Open and Outdoor Storage
1
5 k- lo \
Council Agenda - 06/13/05
.
1. Motion to recommend approval of the CUP, based on findings that the relocated
storage area within the existing fence will not interfere with the use of the site, nor
with the traffic on the adjacent street.
2. Motion to recommend denial of the CUP, based on findings that the application fails
to conform with the specific requirements of the Zoning Ordinance and will interfere
with traffic on the adj acent street.
STAFF RECOMMENDATION.
Staffrecommends approval of the CUP based on the revised site plan.
SUPPORTING DATA
A. Site Location Map
B. Site Map
C. Revised Site Plan - Option A
D. Revised Site Plan - Option B
E. Area Photos
.
.
2
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City Council Agenda - 06/13/05
Consideration of a reQnest for a Simple Snbdivision to create two conformin!! unplatted
lots in a PZM (Performance Zoned-Mixed) Zonin!! District. Applicant: Antoinette
Breiwick. (NAC)
REFERENCE AND BACKGROUND
Planning Commission reviewed this item at their June meeting and recommended
approval ofthe Simple Subdivision. The Commission noted that at the time further
development on either resulting parcels is proposed, it will be subject to planning and/or
building review. The property owner indicated that at this time, he is looking to sell the
larger of the two parcels, as it could be combined with parcels adjacent to the south.
The resulting area would represent an approximately 6 acre project area for a future
development proposal.
It should also be noted that as part of an approval, the applicant will need to provide the
City with an easement document for the standard lot drainage and utility easements.
In a review of the submitted application materials by staff, it was noted that per Monticello's
ordinance related to subdivision, the subdivision of unplatted parcels ofless than 5 acres
requires that the applicant plat the property to be subdivided.
However, planning staff have reviewed this property's unique situation and have determined
that simple subdivision ofthis property could be recommended under the following
circumstances:
. The Certificate of Survey is revised to show existing lot lines.
. The Certificate of Survey is revised to show a 6' drainage and utility easement
surrounding the property lines of both resulting parcels. A separate drainage and
utility easement document may be provided.
. As applicant, you confirm in writing that the legal description for the two resulting
unplatted parcels is acceptable to the Wright County Recorder's office, for the purpose
of the subdivision ofland.
The applicant has provided the requested revised lot survey. Both of the resulting lots
conform to the standards for the PZM zoning district. The lot areas, at 13,731 and 44,007
square feet exceed the 10,000 square foot lot area required by a single-family district. The
minimum width for lots in single-family districts, such as the R-l, is 80 feet. Both of the
proposed lots exceed that dimension. Front, rear and side yard setbacks are also met for all
existing structures. Should the applicant propose further development on either parcel, the
development will be subject to the appropriate planning or building review at that time.
The applicant has also indicated that they had met with the Wright County Auditor's Office,
who has confirmed that the legal description of the two resulting parcels is acceptable for
1
51...- ~q
City Council Agenda - 06/13105
.
recording. As a condition of approval, staff would recommend that the applicant provide
written proof of the subdivision and parcel assignment by Wright County.
ALTERNATIVE ACTIONS
Planning Commission recommended alternative 1 below.
Decision 1: Consideration to approve a Simple Subdivision to create two conforming
unplatted lots in a PZM (Performance Zoned-Mixed) Zoning District
I. Motion to recommend approval of the Simple Subdivision, based on a finding that the
proposed subdivision creates two fully conforming lots in the PZM district, subject to
written verification of legal parcel status by Wright County and submission of a
drainage and utility easement document.
2. Motion to recommend denial of the Simple Subdivision, for reasons to be determined
by the Planning Commission.
STAFF RECOMMENDATION
Staff recommends alternative number I above.
SL-IO
.
SUPPORTING DATA
Exhibit A - Site Location
Exhibit B - Certificate of Survey/Simple Subdivision Plan
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Council Agenda 06/137/05
SM. Public Heariu2 - Cousideration of a request for a Conditional Use Permit for a Special Home
Occupation for an In-Home Salon in an R-Z (Sin2le and Two-Familv Residential) district.
Applicant: Tom and Kristv Brion
REFERENCE AND BACKGROUND
Planning Commission reviewed this item and recommended approval of the Conditional Use
Permit. Planning Commission added conditions to the approval as noted in the motion below.
Kristy Brion requests a Conditional Use Permit for a special home occupation permit that would allow
hair care salon services at her home. The home is located in an R-2 district, at 339 East 4'" Street.
The proposed use and associated operation is similar to other uses allowed by special permit such as
photography studio, saw sharpening, skate sharpening, small appliance and small engine repair and the
like. In describing the salon activities, Brion notes that the salon will be a one-client operation, with a
single station. The salon will have no other employees. Please see Brion's special home application for
further detail.
It appears that the use proposed is no different than other home occupation uses that are allowed.
Additionally, in reviewing the permit request form and supplied site plan, the applicant has indicated that
the use will meet all of the code requirements. Therefore, it is the view of staff that the proposed use is
eligible for a home occupation permit.
ALTERNATIVE ACTIONS
Planning Commission recommended alternative 1 below.
Decision 1: Conditional Use Permit for a Special Home Occupation for an In-Home Hair Care Salon in an R-
2 district.
I) Motion to approve the Conditional Use Permit for a Special Home Occupation for an in-home hair
care salon based on the finding that the proposed use is consistent with the standards identified in the
Special Home Occupation section of the Monticello Zoning Ordinance, subject to the following
conditions:
a. The salon maintain only one chair.
b. The salon operate Monday through Friday only.
c. The salon operating hours will be 9 AM - 9 PM.
2) Motion to deny the proposed Conditional Use Permit for a Special Home Occupation based on a
finding to be determined by the Planning Commission.
STAFF RECOMMENDATION
Staff recommends alternative I above.
SUPPORTING DATA
A.
B.
C.
Site Location Map
Special Home Occupation Permit Application Site Plan
Special Home Occupation Ordinance
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CITY OF MONTICELLO
COMMUNITY DEVELOPMENT DEPARTMENT
505 Walnut Street, Suite I
Monticello, MN 55362
(612) 295-2711
Planning
Case #
ADMINISTRATIVE PERMIT - HOME OCCUPATION
APPLICA TION/PERMIT
Applicant Name:
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Zoned: R, - \
1. Please describe t~e proposed home occupation activity in general tenns and location within home,
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WILL THE HOME OCCUPATION INCLUDE ANY OF THE FOLLOWING?
(Circle your response)
3.
/
Retail activity? Yes No
Manufacturing or repair attivity? Yes G" ~'.
Inventory to be kept on the premises? Yes '.N"Q. "
Any person other than those residing on the premises employed in the
home occupation? Yes No
/--...
Use of mechanical equipment not customarily found in the home? Yes (tIo ')
More than one room devoted to the home occupation? Yes (NO",;
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Outside storage of~ials? Yes (No)
Signage? Yes ~
Internal or extemal alterations involving construction? Yes .No
Will the home occupation be conducted in a garage or accessory building? Yes
Will the home occupation result in more than one customer's car being parked
on the premises at any given point in time? Yes' No
No
4.
5,
6,
7.
8.
9.
10,
II.
12.
] 3. Describe the entrance to the space devoted to the home occupation:
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Please provide detail for all YES answers above:
.
I have reviewed the regulations associated with operation of a home occupation, and I have reviewed City staff
comments. I do hereby agree to abide by all City of Monticello home occupation regulations.
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FEE: $10/$125 ~
Receipt # 10
*******************************************************************************************
(For City Use Only)
It has heen detennined by staff that this home occupation permit is:
).,(A pproved
nOenied
[ ] Special Permit Needed
.
STAFF COMMENTS:
Assistant Administrator
Date Approved
Public Hearing Date:
N/A
.
HOM EOCC.APP, OX/22/03
Page 2
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b.
Magazines. Publications classified or qualifying as adult uses
shall be covered with a wrapper or other means to prevent display
of any material other than the publication title.
view and shall be located within a separate room, the access of
which is in clear view and under the control of the persons
responsible for the operation.
c. Other Use. Adult use/accessory activities not specifically cited
shall comply with the intent of this section subject to the approval
of the Zoning Administrator.
4. Adult use/accessory activities shall be prohibited from both internal and
external advertising and signing of adult materials and products.
5. Adult use/accessory activities shall be prohibited in establishments where
liquor is served.
6.. Adult use/accessory activities shall be prohibited at any public show,
movie, caravan, circus, carnival, theatrical, or other performance or
exhibition presented to the general public where minors are admitted.
(01/13/92, #217)
3-11: HOME OCCUPATIONS:
.
[A]
Pumose. The purpose ofthis section is to prevent competition with business
districts and to provide a means through the establishment of specific standards
and procedures by which home occupations can be conducted in residential
neighborhoods without jeopardizing the health, safety, and general welfare of
the surrounding neighborhood. In addition, this section is intended to provide a
mechanism enabling the distinction between permitted home occupations and
special or customarily "more sensitive" home occupations so that permitted
home occupations may be allowed through an administrative process rather than
a legislative hearing process.
[B] Application. Subject to the non-conforming use provision of this section, all
occupations conducted in the home shall comply with the provisions ofthis
section. This section shall not be construed, however, to apply to home
occupations accessory to farming.
[C] Procedures and Permits.
1.
Permitted Home Occupation. Any permitted home occupation as defined
in this section shall require a "permitted home occupation permit." Such
permits shall be issued subject to the conditions of this section, other
applicable city code provisions, and state law. This permit may be issued
by the Zoning Administrator or his agent based upon proof of compliance
with the provisions of this section.
.
MONTICELLO ZONING ORDINANCE
3/66
5fn-ltr'
.
.
.
Application for the pennitted home occupation permit shall be
accompanied by a fee as adopted by the Council.
If the Administrator denies a permitted home occupation permit to an
applicant, the applicant may appeal the decision to the City Council acting
as the Board of Adjustment and Appeals, which shall make the final
decision. The permit shall remain in force and effect until such time as
there has been a change in conditions or until such time as the provisions
of this section have been reached. At such time as the City has reason to
believe that either event has taken place, a public hearing shall be held
before the Planning Commission. The Council shall make a final
decision on whether or not the permit holder is entitled to the permit.
2.
Special Home Occupation. Any home occupation which does not meet
the specific requirements for a permitted home occupation as defmed in
this section shall require a "special home occupation permit" which shall
be applied for, reviewed, and disposed of in accordance with the
provisions of Chapter 22 of the zoning ordinance.
3.
Declaration of Conditions. The Planning Commission and the Council
may impose such conditions of the granting of a "special home
occupation permit" as may be necessary to carry out the purpose and
provisions of this section.
4.
Effect of Permit. A "special home occupation permit" may be issued for a
period of one (I) year after which the permit may be reissued for periods
of up to three (3) years each. Each application for permit renewal will be
reviewed by City staff. City staff will determine whether or not it is
necessary to process permit renewal in accordance with the procedural
requirements of the initial special home occupation permit. Staff
determination will be made based upon the manner of operation observed
by staff and based upon the level of complaints made about the home
occupation.
5. Transferability. Permits shall not run with the land and shall not be
transferable.
6.
Lapse of Special Home Occupation Permit by Non-Use. Whenever
within one (1) year after granting a permit the use as permitted by the
permit shall not have been initiated, then such permit shall become null
and void unless a petition for extension of time in which to complete the
work has been granted by the Council. Such extension shall be requested
in writing and filed with the loning Administrator at least thirty (30) days
before the expiration of the original permit. There shall be no charge for
the filing of such petition. The request for extension shall state facts
showing a good faith attempt to initiate the use. Such petition shall be
presented to the Planning Commission for a recommendation and to the
Council for a decision.
MONTICELLO ZONING ORDINANCE
3/67 1Q
5f1\- 1
7.
Reconsideration. Whenever an application for a permit has been
considered and denied by the Council, a similar application for a permit
affecting substantially the same property shall not be considered again by
the Planning Commission or Council for at least six (6) months from the
date of its denial unless a decision to reconsider such matter is made by
not less than four-fifths (4/5) vote of the full CounciL
.
8. Renewal of Permits. An applicant shall not have a vested right to a
permit renewal by reason of having obtained a previous permit. In
applying for and accepting a permit, the permit holder agrees that his
monetary investment in the home occupation will be fully amortized over
the life of the permit and that a permit renewal will not be needed to
amortize the investment. Each application for the renewal of a permit
will be reviewed without taking into consideration that a previous permit
has been granted. The previous granting or renewal of a permit shall not
constitute a precedent or basis for the renewal of a permit.
[D) Requirements: General Provisions. All home occupations shall comply with
the following general provisions and, according to definition, the applicable
requirement provisions.
1. General Provisions.
a.
No home occupation shall produce light glare, noise, odor, or
vibration that will in any way have an objectionable effect upon
adj acent or nearby property.
.
b. No equipment shall be used in the home occupation which will
create electrical interference to surrounding properties.
c. Any home occupation shall be clearly incidental and secondary to
the residential use of the premises, should not change the
residential character thereof and shall result in no incompatibility
or disturbance to the surrounding residential uses.
d. No home occupation shall require internal or external alterations
or involve construction features not customarily found in
dwellings except where required to comply with local and state
fire and police recommendations.
e. There shall be no exterior storage of equipment or materials used
in the home occupation, except personal automobiles used in the
home occupation may be parked on the site.
f. The home occupation shall meet all applicable fire and building
codes.
.
u
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There shall be no exterior display or exterior signs or interior
display or interior signs which are visible from outside the
MONTICELLO ZONING ORDINANCE
3/68
5 fY\-~O
.
.
.
dwelling with the exception of an identification sign which is
limited to identifying the name of the resident only.
h.
All home occupations shall comply with the provisions of the city
code.
1. No home occupation shall be conducted between the hours of 10
p.m. and 7 a.m. unless said occupation is contained entirely within
the principal building and will not require anyon-street parking
facilities.
J. No home occupation shall be permitted which results in or
generates more traffic than one (I) car for off-street parking at any
given point in time.
[E] Requirements: Permitted Home Occupations.
I. No person other than those who customarily reside on the premises shall
be employed.
2. All permitted home occupations shall be conducted entirely within the
principal building and may not be conducted in an accessory building.
3.
Permitted home occupations shall not create a parking demand in excess
of that which can be accommodated as defined in Section 3-5 [F] 6,
where no vehicle is parked closer than fifteen (15) feet from the curb line.
4. Permitted home occupations include and are not limited to: art studio,
dressmaking, secretarial services, foster care, professional offices and
teaching with musical, dancing, and other instructions which consist of no
more than one pupil at a time and similar uses.
5. The home occupation shall not involve any of the following: repair
service or manufacturing which requires equipment other than found in a
dwelling; teaching which customarily consists of more than one pupil at a
time; over-the-counter sale of merchandise produced off the premises,
except for those brand name products that are not marketed and sold in a
wholesale or retail outlet.
[F] Requirements: Special Home Occupations.
I. No person other than a resident shall conduct the home occupation,
except where the applicant can satisfactorily prove unusual or unique
conditions or need for non-resident assistance and that this exception
would not compromise the intent of this chapter.
2.
Examples of special home occupations include: barber and beauty
services, photography studio, group lessons, saw sharpening, skate
MONTICELLO ZONING ORDINANCE
3/69
Sf\'\~8\
.
.
.
sharpening, small appliances and small engine repair and the like.
3. The special home occupation may involve any of the following: stock-in-
trade incidental to the performance of the service, repair service or
manufacturing which requires equipment other than customarily found in
a home, the teaching with musical, dancing, and other instruction of more
than one pupil at a time.
4. Non-Conforming Use. Existing home occupations lawfully existing on
the effective date of this section may continue as non-conforming uses.
They shall, however, be required to obtain permits for their continued
operation. Any existing home occupation that is discontinued for a period
of more than 180 days, or is in violation of the provisions of this chapter
under which it was initially established, shall be brought into conformity
with the provisions of this section.
5. Inspection. The City hereby reserves the right upon issuing any home
occupation permit to inspect the premises in which the occupation is
being conducted to ensure compliance with the provisions of this section
or any conditions additionally imposed.
(8/10/92, #232)
3-11A:
OUTDOOR SALES AND DlSPLA Y:
[A]
LICENSE. A license must be obtained by any person or business engaging in
the operation of seasonal outdoor sales and displays as herein defined.
No license shall be required for temporary outdoor sales and displays as herein
defined that are conducted by the operators of a legitimate business if it is
determined by the Zoning Administrator that such outdoor display or sale is
consistent with the intent of the Zoning Code and the Comprehensive Plan.
(Transient merchants engaged in outdoor sales and display shall be subject to
the provisions of Chapter 10 of the City Code.)
[B] Those outdoor sales and displays that are determined by the Zoning
Administrator not to be consistent with the intent of the Zoning Code or
Comprehensive Plan may be appealed to the City Council.
[C] APPLICATION, FEE, A-ND LICENSE PERIOD. Application for an outdoor
sales and display license shall be made to the Zoning Administrator of the City
on a form to be provided by the Zoning Administrator. The Zoning
Administrator is hereby authorized to review and approve licenses for outdoor
sales and displays as follows:
MONTICELLO ZONING ORDINANCE
3/70
5 ~Y\- <6 d-
.
.
.
5N.
Council Agenda: 6/13/05
Consideration of a request for preliminarv plat approval for Hidden Forest. a 103.44
acre residential subdivision of 166 sinl!le familv units. and rezoninl! from A-O to R-l and
R-IA. Applicant: Bradlev Paumen. (NAC)
REFERENCE AND BACKGROUND
The Planning Commission reviewed this item at their recent June meeting. The
Commission heard many positive comments from the surrounding neighbors during the
public hearing. Residents expressed that they were pleased with the completely single-
family plan, the parks system proposed and the mitigation of the Ditch 33 drainage issue.
The Commission members made similar favorable comments, noting in particular the
developer's stated focus on high-end single-family development, supported by the trees
and wetland area as amenities. The Planning Commission recommended approval of the
project, citing that staff had outlined very few conditions for approval.
It was noted that the Hidden Forest plat is being developed in conjunction with an
adjacent property, Sunset Ridge, also known as the Jensen parcel. Sunset Ridge will be
coming forward for preliminary plat consideration in the next few months. Sunset Ridge
and Hidden Forest's developers are working together to finance and complete the
needed infrastructure in the area. Most notably, the developers have been working with
the City and County to resolve the Ditch 33 storm water situation. The utility services
needed for the developments will run along County Road 39. It was noted that existing
residents in that area will not be assessed for those improvements.
Bradley Paumen is requesting preliminary plat approval of a single family development to be
known as Hidden Forest. The subject site is 96 acres in area and is located south of County
Highway 39, east of Riverside Acres, a rural residential project on the east boundary of the
City. The project includes a request for rezoning from its current A-O, Agricultural-Open
Space designation, to a mix ofR-1 and R-1A zoning.
Rezoninll. Rezonings are regulated by the zoning ordinance process requiring consistency
with the Comprehensive Plan, compatibility with surrounding existing and future land uses,
and the ability to serve the proposed development with adequate public services. In this case,
adjoining land uses include rural family homes to the west, County Highway 39 to the north,
and rural agricultural uses to the east and south. Utilities are available to the site from
County Highway 39. The proposed zoning would appear to meet each of the requirements for
rezonmg.
Preliminarv Plat. The proposed preliminary plat as shown includes 171 single family
parcels. The following table illustrates the performance requirements ofthe R-l District;
Lot Area
Lot Width
Front Setback
Side Setback - Honse
R-l Re ulrements
12,000 sf
80 feet
30 feet
15 feet
R-IA Re ulrements
16,000
90 feet
35 feet
15 feet
1
5 N -'t53
.
Council Agenda: 6/13/05
Side
Side Setback - Garage
Side
Rear Setback
Roof Pitch
Gara!!e Size
House Size
Finished Size
Foundation Size
Gara2e Location
6 reet
6 feet
30 feet / usable
5/12
450 sf
2,000 sf
1,050 sf
None
Standard setbacks
30 feet / usable
5/12
700 sf
2,000 sf
2,000 sf finished
See note
No more than 5' forward
The south portion of the site, divided from the north portion, is planned for the R-lA, given
the extensive wetland and woodland cover in this area. An extension of the primary street
access is provided to the southwest boundary to connect to another, related project that is
expected to be proposed later this year known as Sunset Ridge. The project plans show 9 R-
IA lots to the west of this street extension, and 5 R-lA lots to the east of this street. An
additional 49 R-lA lots may be proposed in the next phase. It is noted that an additional
access street to the east may be desirable in this area, and should be subject to further review
by the City Engineer.
.
The R-l proposal consists of 105 single family lots. Each of the lots appears to meet the
City's standard minimum dimensional requirements for R-l residential, without the need to
average the lot sizes or setbacks.
The layout reflects the discussions between staff and the applicant, including connection to the
public township road to the west, and minimal use of cul-de-sac design where practical. The
City Engineer has made several comments as to engineering design, including the need to add
sidewalks on one side of all streets, and the design ofthe cul-de-sacs to meet the City's island
requirements. The cul-de-sacs require the creation of an association of those parcels that front
of the cul-de-sac for maintenance of the island. The preliminary plat area represents the
portion of the original parcel that does not combine the significant stands of trees. The treed
area was left out of the plat due to the absence of a tree survey. Therefore, until a tree survey
is completed, there is a resulting inability to design that portion of the plat with tree
preservation in mind. In order to facilitate a future design in this area that accommodates
greater tree preservation, at this time staff would recommend the removal of the five lots and
the two road access points to the east of "Street A". This will help accommodate the future
road alignments in that area. The applicant indicated at the Planning Commission that he
is agreeable to this condition and indicated he is supportive of approval of the plat at 166
units at this time.
~
Park dedication is planned for the south portion of the site, incorporating pathway (including
boardwalks) and parkland around the wetland area, and connecting to the southwest.
Provision for future park dedication should be made in the development contract to avoid later
confusion over the amount of dedication required. The Parks Commission has reviewed the
park and trail dedication proposed and recommended approval.
2
5f\1-8L\
.
Council Agenda: 6/13/05
ALTERNATIVE ACTIONS
Planning Commission recommended approval of both the rezoning request and the
request for Preliminary Plat, noting that development of the future phase, Outlot D, will
require a revised preliminary plat.
Decision 1. Rezoning from A-O to R-l and R-IA, Single Family Residential
I. Motion to recommend approval of the rezoning to R -I and R -I A, based on a
finding that the proposed zoning is consistent with the surrounding neighborhood,
consistent with the Comprehensive Plan, and meets the requirements of the Zoning
regulations for rezoning consideration.
2. Motion to recommend denial of the rezoning, based on a finding that a different
zoning district would better meet the requirements ofthe Comprehensive Plan and
Zoning Ordinance.
Decision 2. Preliminary Plat for Hidden Forest
1.
Motion to recommend approval of the Preliminary Plat of Hidden Forest, based on a
finding that the land use pattern is consistent with the City's Comprehensive Plan, and
that the proposed plat meets the R-I and R-IA zoning regulations, subject to the
following conditions;
.
1. The applicant will need to receive access approval onto CSAH 39 from Wright
County.
2. A park dedication requirement as set by City resolution is recorded with the
development contract to be approved with the final plat, based on the phasing of
park dedication.
3. The applicant redesign the plat to remove the 5 lots to the east of "Street A" at this
time. Arrangement ofthose lots to be included in a future phase of development
for Outlot D, which will require a revised preliminary plat.
4. The applicant accommodates the requirements ofthe City Engineer's report, dated
6/1/05.
2. Motion to recommend denial of the Preliminary Plat of Hidden Forest, based on a
finding that proposed plat is not consistent with the intent of the Zoning Ordinance.
STAFF RECOMMENDATION
.
Staff recommends approval of the Hidden Forest Preliminary Plat and rezoning with the
conditions listed in this report.
3
5N-85
.
SUPPORTING DATA
Exhibit A - Site Location Map
Exhibit 8 - Preliminary Plat
Exhibit C - Grading Plan
Exhibit D - Utility Plan
Exhibit E - Site Aerial with Plat Overlay
.
4t
Council Agenda: 6/13/05
4
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50. Consideration of chan!!e order #1 and #2 for new fire truck tanker purchase. (R W)
A. REFERENCE AND BACKGROUND:
A total of seven changes are being proposed for the chassis and body ofthe new fire truck
tanker being constructed by Heiman Brothers Inc. Four of the changes to the specifications
will be done at no charge but the Fire Department is requesting approval of three changes
totaling $695.000 bringing the total vehicle cost to $155,581.00.
The change orders requested included:
1) Heavy duty wheel chocks:
2) Opticon unit mounted in center light bar:
3) Fender mounted angle spot mirrors
Total
$ 345.00
$ 100.00
$ 250.00
$695.00
B. ALTERNATIVE ACTIONS:
1. Authorize change orders #1 and #2 for a total of$695.00 bringing the total fire truck
purchase price to $155,581.00.
2.
Do not authorize change orders.
C. STAFF RECOMMENDATION:
It is the recommendation ofthe Fire Chief and City Administrator that these minor additions
be added to the new fire tanker currently being manufactured. The fender mirrors and wheel
chocks were inadvertently omitted from the plans and specifications.
D. SUPPORTING DATA:
Copy of change order summaries.
SD-Q.3
Change Order
HEIMAN BROTHERS INC.
.
Fire Department: City of MODdcello
City Administrator's Office
City Hall 50S WalDut St., Suite #1
MODticello, MN 55362
.
I CbaDee Order Requested From XX Fire Dept. Dealer Central Change Order No. ( 1) I
. We Hereh Al!rre Iu Mab lhe C.hl.lllec,) "fitldbdew:
#1 ADD the following to Section VD..oo;(J010 . Heavy duty wheel chocks wilt be
provided with the completed unit, mounted below the running boards on the drivers
side of the body, ahead of the rear wheels, in horizontal brackets.
ADD $345.00
#2 Change the upper lighting package from NE..Q4.4000 to NE-044200. The Opticom
unit will now be mounted in the center section of the lightbar.
ADD $100.00
#3 Clarify Section PA-03-0100 . The rear "chevron" striping will be in an "An
pattern, and will cover the entire rear face of the apparatus body. Stripes will be
alternating WHITE and RED.
NO CHARGE
#4 Clarify Section EE-01-4040 - The fuel tank for the pump can be, if room allows,
mounted inside the pump compartment utilizing a removable marine style tank.
NO CHARGE
#5 Change Section PA-01-4500 - The lower portion of the body will be painted FIRE
ENGINE RED to match the chassis, NOT yellow.
NO CHARGE
#6 Change Section PA.o1-5500 . The lower portion of the chassis will be painted
FIRE ENGINE RED, PPG # 73841. No portion of the cab or body will be yellow.
NO CHARGE
WE AGREE nereby to make chang~5) specified above at this price $ 445.00
Apparatus Only PREVIOUS CONTRACT AMOUNT $ 86,060.00
Apparatus Only REVISED CONTRACT TOTAl $ 86,505.00
Due to lead times of components and in fabrication ltris chan;e order may delay delivery.
ACCemO -The above price and spGcifications of the Change Order ere s81isloctory ;md .... hereby accepted. All wo'" to
be performed under same _ and conditions as specified in original conllact unle5s otherwise stipuleted,
Aulhorized Signature (contractor) Dote 01 ooceplenoe I I
AuthOrized Signature (Fire Department) Oaloo/_ I I
'I. . 'y::
Date 06107105
50-a.L\
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Change Order
HEIMAN BROTHERS INC.
.
Fire Departmellt: City ofMonticeUo
City Administrator's Office
City aaIl SOS Walnut St., Swite #1
Monticello, MN 55362
.
I Change Order Requested From XX Fire Dept. Dealer Central Change Order No. ( 2 )1
We IItNb... Aprecto Make &he daM below;
#1 ADD the following to the chassis: Supply and install forward (fender) mounted
wide angle spot mirrors and brackets on both front chassis fenders. This installation
will be done by the Kenworth dealer.
ADD $250.00
.
WE AGREE hereby to make change(s) specified above at this price $ 250.00
Chassis Only PREVIOUS CONTRACT AMOUNT $ 68,826.00
Chassis Only REVISED CONTRACT TOTAL $ 69,076.00
Due to lead lime" of components and in fabrication this change order may delay delivery.
ACCEPTED ~ The abovl!: price and specifications of l.."iQ Ch'ange Order are ,satisfactory and afe hereby accepted, All vvork to
I..." ....~""".~.._.....I "..-,,,~ ___ ._ ~.,...: ., ". ,-c.' ", ' . .. .. . .,
Date 06108/05
: OJ" ...."""v' "'<::<.-.' "-,,,,-,~, ~,"''''H l."rn,:,. arl~' r-,::mdl~l(lrw as sp,:'smed 1"" oflglna, COn!:9~:.~::~:'~'o~.~~~~~~:~,~::~.:1.m"'8_d_~_",,-,.,.___.!"--
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Aulno'lzea s.gnature (Fife Department)
Oo,te of acceptiuoC9
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Council Agenda - 6/13/05
Consideration of ADDrovin!! a Crossin!! Surface Installation A!!reement with BNSF for
Installation of a Pedestrian Crossin!! at the Intersection of Meadow Oak Road and BNSF
Railroad Ri!!ht of Way. (10)
A. REFERENCE AND BACKGROUND:
In conjunction with construction of the Meadow Oak Avenue extension, a sidewalk will be
installed along the north side of the right of way from CSAH75 to CSAH 18. Along this route,
the sidewalk will need to cross the BNSF railroad line. Council is asked to consider approving
an agreement with BNSF governing terms associated with construction of the crossing surface
at this intersection. Under this standard agreement. BNSF will install the crossing at an
estimated cost of $13.935.
B. AL TERNA TIVE ACTIONS:
1. Motion to adopt crossing surface installation agreement with BNSF for installation of a
pedestrian crossing at the intersection of Meadow Oak Road and BNSF railroad right of
way.
..,
L..
Motion to deny adoption crossing surface installation agreement with BNSF for
installation of a pedestrian crossing at the intersection of Meadow Oak Road and BNSF
railroad right of way.
C. STAFF RECOMMENDATION:
Staff recommends alternative 1.
D. SUPPORTING DATA:
Copy of agreement.
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.
LAW DEPARTMENT APPROVED
CROSSING SURFACE INSTALLATION AGREEMENT
BNSF RIGHT-OF-WAY
MEADOW OAK A VENUE
DOT #086566L
LS 202, MP 33.23
Tllis Crossing Surface Installation Agreement (hereinafter called, this "Agreement") is entered into
effective as of , 200_, by and between the City of Monticello, Minnesota (hereinafter called,
"Agency") and The BNSF Railway Company (hereinafter called, the "Company").
WHEREAS, Company operates a freight transportation system by rail with operations throughout
the United States and Canada; and
WHEREAS, Agency desires to install a concrete crossing surface for a sidewalk at OOT#
086566L, Meadow Oak Avenue;
NOW, THEREFORE, in consideration of tbe mutual covenants and agreements of the parties
contained herein, the receipt and sufficiency of which is hereby acknowledged, the parties agree as
follows:
]. Company Work. The Company will install a new concrete crossing surface for a width
of 8 feet centered 011 the sidewalk alignment. The Company will perform all necessary track upgrades to
accommodate the new crossing surface.
2. Payment: Invoicin!!. Upon execution of this Agreement by both parties hereto,
Company will send Agency an invoice detailing the total amount owed by Agency for the new crossing
surface.
Agency agrees to pay Company the actual cost for the crossing surface, estimated at $13,935.
3. Maintenance of the Crossin!! Surface. After installation of the new crossing surface is
completed, the Company will maintain, at its own cost and expense, the crossing surface in a satisfactory
manner. Notwithstanding the preceding sentence, the Company shall be entitled to receive any
contribution toward the cost of such maintenance made available by reason of any existing or future laws,
ordinances, regulations, orders, grants, or other means or sources.
4. Vehicular Traffic durin!! Installation. The Agency shall provide, at its own cost and
expense, all necessary barricades, lights or traffic control devices for detouring vehicular traffic at the
crossing during installation of the new crossing surface.
5. Draioa!!e. The Agency agrees to allow the Company to drain water from the crossing
area into existing Agency storm sewers, if such stonn sewers are available. Drain pipes and filter fabric
necessary for such drainage will be furnished and installed by the Company.
6. Roadwav Surfacin!! Work. The Agency agrees to pave the sidewalk np to the crossing
surface at its sole cost and expense.
7. Term. This Agreement begins on the effective date set forth above and remains in effect
until completion of all work contemplated in this Agreement and Agency's payment of the amounts set
forth in Section 2 above.
Form 0108 Rev. 10104
5'\1-0./
.
.
.
.
LAW DEPARTMENT APPROVED
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed and attested by
its duly qualified and authorized officials as of the day and year first written above.
COMPAl'lY':
The BNSF Railway Company:
By:
Printed Name:
Title:
AGENCY:
City of Monticello, Minnesota
By:
Printed Name:
Title:
Clint Herbst
Mayor
Form 0108 Rev. 10104
s ~- q <6
------------------------------~------------------------~---------------------------------------~---------------~-------
.
~~INTA=N FRO?RIETARY CONf=DEKiIALJT;
-----------------------------------------------------------------------------------------------------------------------
THE B, N, C F. RAILWAY :OM?......~Y
FHPM ESi:MATE FOR
CTY OF H:)N'l'ICE:LLO
LOCATIJN: -
:lETAILS OF .o:S':"IM1\1'E
----------~--------------------------------------------------------------------------------------------------------------~--
?LAN ITEM: PTR086566L
'v'E RS I O:~:
I':ONTICELLO
--~----------------------------------------------------------------------------------------------~--------------------------
FUPP:'S.E:, JUSTIFIU:"'TION l'---,"JD DES:?1?TION
MONTICELLO, I-:N - PIJ\.::::::: FUEL:C EDSS'TRIAN CROSSIN::; SUP.FACE l\! MEADOI': OAK AVE., DOTf!
036566L, MF 33.23 LI~E SEGMENT 202 MONTICEL~O 2UBDIV:S10N - 31LL;3LE _00% TO T~E ::::I~Y or
~10NTrCEL:"'O
I:ESCRIFTION O? PROJE:T 1'-.S PRO\i:DEC BY P~OJECT a:GINEER DTD
BNSF FJBL:C PROJECTS IS ENTE?-INCJ Imo AN AGREEI-1Et-;T IHTH THE CI::'Y OF i-1Qt.,nCELLO TO Ih"S-:-F.LL
NE'rJ B' CONCRETE CROSSING FG? .....l\LKWp.Y, 100% E1LLf\.BLE
SAVED TO =-: rElPROJSC;S/20::UXIX::;S/l-IEADOVIOF.KAVE 3.XLS
MF"INTAIN PROPRISTA~Y CONF:C~NTIALITY
THE PHYSICAL LIMITS Of ':"'H:S PR::US2T A_RL DESCR:BE:) BY LI;~~. S~G;"IENT, ~lI:..E ?OST RfJ'~GES, ANt
11\ SOI-E CASSS T8P.CK NU,,,,P.SR. TH:S IS THE P~IMf\.RY AREA FO? TEE PROJECT. THERE vJ!..:...L BE Cp,SES
;'IHERE I'JORK M.AY oecup 3EYONC' TaE DEfINED LIMITS.
PROJE::S THAT :NCLUDE SJG;~~L, ELECTKICAL, OR TELSCO~~DK:CATION EQUIPMENT VP.Y REQUIRE
J.l.CTIV~TY BEYON[ THESE :JEF::JED ::'P.J>.:K :':~ETS. p.L=- OR PCi<.TIONS OF 301':E PROJECTS y.x~' OCCUR =:.J
J.l.REAS ;'JHERE NO 11LEPOST SIGNS EXIST seCH .~s YJI.P.CS.
'='HIS ESTIt1F.':'E IS GC'OD FOP 90 DAYS, THEREAFTER THE :C:S':"IMi".:E :::,3 SUBJECT TC CH."".NGE 11\ C:JST
FOR LABOR, MATERIAL, ANJ OV8RHEA:J.
;)ESCEIP,IOt.l
L""_BOR
.
FLIICE FIEL,> WELDS - CAr
FlJ'.CE PUBUC CROSSI:.!G - CleP
SJRFACE ::'Kl,CK - REPLACEMENT - CAP
'J~lLOF.D EF.LLf\5T - REP1..l;.C::::l'lE~'lT - CAF
UNLOAD CRU,:S:NG 11?;:ERIAL - PUBL: C CAE'
?AYRCLL AS::'OC:.i;'.:'E::) COSTS
EQIJIPl"iEln EXPENSES
DA 1.."'-80R OVCRHEACS
F~~DIEM EXPENSES
1NSUR"'-UCE EXPENSES
~O::'AL L~80R COST
1-1ATERIAL
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BALLAST, FRm~ ST. CLOUD, i'lIL I: Mt-: , P
-:'PJl.CK FANE:", 115 L8 39 fT ?;-lRL P' 'r.c, 10FT TIES
WELDK:T, 3ENERIC fOR ALL PAIL W::;::GHiS
CONC 1:5 08-SEC WITH :lSLSP. FOR ~OOD
CONCRETE X~~G PJU"iP AND ~~JE~ RES:::RAINT, CO~?~
P_"'-T~R:AL HANCLING
ON:"INE TPJ-l'lSPOPTI,TICN
USE T.;;X
O~FLINE ~RANSPORTATIOK
TOTAL MA~~R:AL COS~
eTHEp.
TOT};l OTHER ITEMS COST
PRO.JECT S:J3TOTAL
CCN':'~I.rGZNCIES
3ILL ?R~P.i:U<.p.TIO>l FEE
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GROSS ?ROJECT CO~T
LESS COST PAID BY 3l\;SF
QU}\NTI'::'Y U/M
COST
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1. 30.j
853
1. 455
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5,533
5,633
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1. DC E1\
4.0C KT
2.0C FT
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3,260
2=-2
1,056
192
266
924
364
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WS! Proiea No, 0]627<)J 0..., )"'lI'/ 24,2005
Meadow Oak Ave. I C.S.A.H. 75
Improvements
Figure Number
Monticello, Minnesota
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B.
Council Agenda -6/13/05
SQ.
Consideration of adootin!! at !!rade crossin!! a!!reement with BNSF at Hi!!hland Wav. (JO)
A.
REFERENCE AND BACKGROUND:
In conjunction with development ofthe Union Crossings plat and associated transportation
system, it is required that an agreement be established with BNSF relating to terms and
conditions relating to development of a railroad crossing at Highland Way. After considerable
discussion and negotiation, an proposed agreement is now in place for Council consideration.
As you will note, the terms include a requirement that the City close the crossing at Territorial
Road no later than 2008. This flexibility provides the City with the opportunity to work out
details of creating the new access for the Jamison property. It should be noted that the
feasibility study on development of an alternate access to the Jamison property through the
Busch property is near completion and will be the subject of Council review at an upcoming
meeting.
The cost to complete the crossing improvements are estimated at $49,000 which is already
included in the overall project costs. The agreement also includes a cost of $36,000 for the
acquisition of the crossing easement.
Please see the agreement for detail regarding terms and conditions
ALTERNATIVE ACTIONS:
I. Motion to adopt at grade crossing agreement with BNSF at Highland Way
2. Motion to deny adoption of at grade crossing agreement with BNSF at Highland Way.
C. STAFF RECOMMENDATION:
The City Administrator recommends Alternative #1. Establishment of the crossing is critical to
completion of the interchangelRyan projects. It is not likely that any changes will be easily
accepted by BNSF on a timely basis so it is best to adopt the agreement at this time.
D. SUPPORTING DATA:
.
Copy of agreement
Copy of Exhibit C, Agreement between BNSF Railway Company and Contractor available
upon request (very long).
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AT-GRADE CROSSING AGREEMENT
Proiect data:
New at-grade crossing (Highland Way) at BNSF mile post 33.92
Highland Way crossing U.S. DOT number: 924624U
Existing at-grade crossing (Territorial Road) at BNSF mile post 34.58
Territorial Road crossing U.S. DOT number: 095674G
BNSF line segment 202 (Monticello subdivision)
Monticello, Wright County, Minnesota
This is an Agreement dated , 2005, by and between BNSF Railway Company
("BNSF") and the City of Monticello, a Minnesota municipal corporation (the "City"). The premises
of this Agreement are as follow:
A. BNSF owns and operates a line of railroad in and through the City of Monticello, Wright
County, Minnesota.
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B. The City desires to construct, at the City's expense, a new at-grade public crossing where a
proposed roadway to be known as Highiand Way will cross BNSF's right-of-way on BNSF's line
segment 202 (Monticello subdivision) in Monticello, Wright County, Minnesota, at BNSF mile post
33.92, which crossing has been assigned United States Department of Transportation ("U.S.
DOT") identification number 924624U.
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C. In consideration of BNSF's willingness to agree to the creation of the Highland Way crossing,
the City has agreed to permanently close the existing at-grade crossing at Territorial Road on
BNSF's line segment 202 (Monticello subdivision) in Monticello, Wright County, Minnesota, at
BNSF mile post 34.58, which crossing is identified by U.S. DOT number 095674G,
D. The determination as to the nature of the warning devices to be installed at the proposed
Highland Way crossing shall be made by the Minnesota Commissioner of Transportation (the
"Commissioner"),
E. The parties desire to express in writing their agreements concerning the construction and
subsequent maintenance of the Highland Way crossing and the vacation, closure, and removal of
the Territorial Road crossing.
Now, therefore, in consideration of the foregoing premises and the mutual understandings of the
parties set forth below, the parties agree as follows:
1. As used herein, the "Project" means any and all work related to the construction of the
Highland Way grade crossing and the vacation, closure, and removal of the existing
Territorial Road crossing, including, but not limited to, any and all changes to telephone,
telegraph, signai, and electrical lines and appurtenances; temporary and permanent track
work at both crossings; fencing; grading; pi acing of concrete crossing paneis at the Highland
Way crossing; construction of drainage facilities at the Highland Way crossing; installation of
warning devices at the Highland Way crossing; removal of the road approaches, warning
devices, and crossing surface at the Territorial Road crossing; restoration of ditches at the
Territorial Road crossing; barricading of the Territorial Road crossing; installation of "road
closed" (or equivalent) signs at the Territorial Road Crossing; preliminary and construction
engineering; and contract preparation.
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2. The Project will be accomplished in two phases. The first phase shall comprise all work
reiated to the construction of the Highland Way crossing. The second phase shall comprise
all work related to the vacation, closure, and removal of the Territorial Road crossing. The
City plans to undertake and complete the first phase of the Project as soon as practicable
after the Commissioner approves the creation of the Highland Way crossing and determines
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the nature of any warning devices to be installed at that crossing. With respect to the second
phase, the City hereby agrees to permanently vacate, close, and remove the Territorial Road
crossing no later than June 30, 2008.
3. Temporary traffic controls during construction of the Highland Way crossing and removal of
the Territorial Road crossing shall be in compliance with Section 8A-5, "Traffic Controls
During Construction and Maintenance" of the Manual on Uniform Traffic Control Devices (the
"MUTCD") published by U.S. DOT and all applicable laws and regulations.
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4. In consideration of the sum of Thirty Six Thousand Dollars ($36,000.00) and the faithful
performance of the City's agreements contained herein, BNSF shall grant to the City an
easement (the "Easement") to enter upon and use a portion of BNSF's right-of-way (the
"Easement Area") to construct, and thereafter operate and maintain, the Highland Way
roadway and grade crossing. The Easement Area is depicted in approximation on the
attached Exhibit A. The Easement shall be granted prior to the commencement of
construction work on the first phase of the Project and shall be in the form of the Easement
Grant attached hereto as Exhibit D. The City understands and agrees that BNSF reserves
the right to use, relocate, and maintain the railroad track or tracks and other railroad facilities
now located upon the Easement Area and to construct and thereafter maintain, use, and
relocate any additional track or tracks or any other railroad facilities whatsoever as BNSF
may desire upon or across the Easement Area. If the City ceases to use the Easement Area,
or any part thereof, for the purposes set forth in this Agreement, the City will immediately (1)
deliver possession of the entire Easement Area to BNSF, (ii) release and vacate the
Easement Area, (iii) permanently close the Highland Way crossing and restore the Easement
Area to its condition prior to the construction of the Highland Way roadway and crossing; and
(iv) execute and deliver to BNSF an instrument, in form acceptable to BNSF and proper for
recordation with the County Recorder for Wright County, Minnesota, whereby the City
releases the Easement.
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5. BNSF, at the sole cost and expense of the City, shall furnish all labor, materials, tools, and
equipment for railroad work required for the completion of the Project, such railroad work and
the estimated cost thereof being as shown on the attached Exhibit B. In the event
construction on the Project has not commenced within twelve (12) months following the date
of this Agreement, BNSF may, in its sole and absolute discretion, revise the cost estimate set
forth on Exhibit B. In such event, the revised cost estimate will become a part of this
Agreement as though originally set forth herein. Notwithstanding anything to the contrary in
this Agreement, the cost estimate set forth on Exhibit B is provided for informational purposes
only, and the City shall be responsible for reimbursing BNSF for the actual cost of the railroad
work. Any item of work incidental to the items listed on Exhibit B not specifically mentioned
therein may be included as a part of this Agreement upon written approval of the City, which
approval shall not be unreasonably withheld. The principal elements of the railroad work to
be performed by BNSF are as follow:
(a) preliminary engineering, design, and contract preparation;
(b) furnishing of such flagging and protective services and devices as may be deemed
necessary by BNSF for the safety of BNSF's property and operations during
construction of the Highland Way crossing and removal of the Territorial Road
crossing;
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(c) installation of 72 feet of concrete crossing surface material at the Highland Way
crossing, including upgrades to the track to accommodate the concrete crossing
surface material; and
(d) removal of the existing crossing surface and warning devices at the Territorial Road
crossing.
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6. If BNSF deems such work reasonably necessary for the immediate restoration of railroad
operations or the protection of persons or property, the City shall reimburse BNSF for the
actual cost of work of an emergency nature necessitated by actions or omissions of the City
or the City's contractor in connection with the Project. Such work may be performed by
BNSF without prior approval of the City.
7. BNSF may charge the City for its self-insurance expenses when such expenses cover the
cost of employers' liability (including, without limitation, liability under the Federal Employers'
Liability Act) in connection with the accomplishment of the Project. Such charges will be
considered part of the actual cost of the Project.
8. The City shall reimburse BNSF in full for the actual costs of all work performed by BNSF
under this Agreement. During the performance of the Project, BNSF will send the City
progressive invoices detailing the costs of the work performed by BNSF under this
Agreement. The City shall reimburse BNSF for completed work within 30 days of the date of
the invoice for such work. Upon compietion of the Project, BNSF will send the City a detailed
invoice of final costs, segregated as to labor and materials for each item shown on Exhibit B.
The City shall pay the final invoice within 90 days of its date. BNSF will assess a finance
charge of .033% per day (12% per annum) on any unpaid sums or other charges due under
this Agreement which are not timely paid. The finance charge shall continue to accrue daily
until the date payment is actually received by BNSF. Finance charges will be assessed on
delinquent sums and other charges as of the end of the month and will be reduced by
amounts in dispute and any un posted payments received by the month's end. Finance
charges (if any) will be noted on the invoices sent to the City.
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9. BNSF shall, at its own expense, maintain the crossing surface of the Highland Way crossing
out to the ends of the ties; however, BNSF shall be entitled to receive any contribution toward
the cost of such maintenance as may now be availabie, or may hereafter be made available,
by reason of any law, ordinance, regulation, order, grant, or funding source.
10. The City shall prepare all detailed plans and specifications, including special provisions, for
the Project and shall submit such plans and specifications to BNSF for its written approval
prior to commencement of work by the City or its contractor(s). The plans and specifications
must be approved in writing by BNSF and by the City before any contracts are awarded by
the City and before any railroad work (other than preliminary engineering, design, and
contract preparation) is performed by BNSF. After mutual written approval of the plans and
specifications by the City and BNSF, said plans and specifications will become part of this
Agreement and are hereby incorporated herein by reference. All construction and work done
by the parties under this Agreement shall be in accordance with the approved plans and
specifications. Any changes to the approved plans and specifications must likewise be
approved in writing by both the City and BNSF, and any approved changes will also become
part of this Agreement and are hereby incorporated herein by reference.
11. The City shall obtain all required permits and approvals for the accomplishment of the
Project. Additionally, the City shall acquire all rights of way necessary for the
accomplishment of the Project. Any permits obtained for BNSF will be at the City's sole cost
and expense.
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12. The City shall make any and all arrangements for the relocation of wire lines, pipe lines, fiber
optic cables, and other facilities owned by third parties which may be necessary for the
completion of the Project. If the relocation of any wire lines, pipe lines, fiber optic cables, or
the other facilities owned by BNSF is necessary for the completion of the Project, BNSF shall
perform such relocation work, and the City shall reimburse BNSF for the actual cost of such
work.
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13. The City shall complete the Project in accordance with the plans and specifications approved
by BNSF and the City. The City shall do all work provided for in the plans and specifications
for the Project except the railroad work to be performed by BNSF. The City shall furnish all
labor, materials, tools, and equipment for the performance of the City's work. The principal
elements of the City's work are as follow:
(a) all necessary grading and paving for the construction of Highland Way;
(b) construction of suitable drainage facilities, both temporary and permanent, such as catch
basins, culverts, culvert ex1ensions, etc., for Highland Way;
(c) installation of pavement marking stop bars at the Highland Way crossing, in accordance
with the MUTCD and all applicable laws and regulations;
(d) installation of advance warning signs at the Highland Way crossing, in accordance with
the MUTCD and all applicable laws and regulations;
(e) removal of roadway approaches and restoration of ditches at the Territorial Road
crossing; and
(f) installation and maintenance of barricades and "road closed" (or equivalent) signs outside
the limits of BNSF's right of way on both sides of the Territorial Road crossing.
14. The City shall, at the City's sole expense, and subject to the prior written approval of BNSF's
Engineering Department, locate, construct, and maintain Highland Way in such a manner and
of such material that it will not at any time be a source of undue danger to or interference with
present or future tracks, roadbed, and property of BNSF, or the safe operation of BNSF's
railroad. Additionally, the City shall construct and maintain the public roadway approaches to
the Highland Way crossing so that the elevation of the roadway surface a distance of 35 feet
from the track is no more than six inches higher or lower than the top of rail.
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15. In the event of a breach of any of the City's obligations under this Agreement, BNSF may
send the City written notice of the breach. The City shall cure the breach within 30 days of
the date of the notice. If the City fails to cure the breach within the 30-day time period, BNSF
may cure the breach, or cause a contractor to cure the breach, at the City's sole cost and
expense. The City shall promptly reimburse BNSF for the actual costs of curing the breach.
16. After completion of the Project, the City shall maintain pavement markings, advance warning
signs, and other traffic control signs at the Highland Way crossing in accordance with
applicable portions of the MUTCD and requirements of all applicable laws and regulations.
The City hereby indemnifies and holds harmless BNSF for, from, and against any and all
claims, damages, losses, suits, judgments, or other expenses, including attorneys' fees and
court costs, caused in whole or in part by, or resulting in whole or in part from, the City's
failure to maintain the pavement markings, advance warning signs, and other traffic control
signs in accordance with the MUTCD and all applicable laws and regulations.
17. The City shall provide appropriate traffic control during the performance of the City's work and
the railroad work.
18. The City shall be solely responsible for the cost of constructing and maintaining the Highland
Way roadway and crossing within the Easement Area, except for the portion of the crossing
to be maintained by BNSF pursuant to paragraph 9, above.
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19. (a) The City must include the following requirement in its contract(s) with its contractor(s)
who will perform work on the Project: The contractor shall not commence any work under the
contract, nor shall it enter upon the Easement Area (or BNSF's right-of-way at Territorial
Road) until it shall have entered into an agreement with BNSF in the form of the attached
Exhibit C, shall have provided to BNSF the original of the railroad protective liability insurance
policy and the proof of insurance required by said agreement, and shall have secured
BNSF's approval of all insurance required by said agreement; this requirement is for the
benefit of (and may be enforced by) BNSF. In addition, the City's contract(s) with its
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contractor(s) must include provIsions equivalent to paragraphs 25 and 26, below, which
provisions shall specifically state that they are for the benefit of (and may be enforced by)
BNSF.
(b) The City may perform the City's work under this Agreement with the City's own
forces. If, in the opinion of the City, the City's contractor has failed to prosecute with
diligence the work specified in its contract with the City, the City may terminate the contract
and take control of the work and proceed to complete the same with its own forces or by
employing another contractor. If any of the City's work under this Agreement is performed by
the City's own forces, the City will, at its expense, procure and maintain on behalf of BNSF
the insurance required by Exhibit C.
20. The City shall advise the BNSF Manager of Public Projects, in writing, of the completion date
of each phase of the Project within thirty (30) days after the completion of such phase.
Additionally, the City shall notify the BNSF Manager of Public Projects, in writing, of the date
on which the City and/or its contractor(s) will meet with BNSF for the purpose of making final
inspection of each phase of the Project.
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21. If the City's contractor(s) fail to pay BNSF for the costs of flagging and protective services
and devices, the City shall pay such costs.
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22. To the fullest extent permitted by law, the City shall, and hereby does, release, indemnify,
defend, and hold harmiess BNSF (and its affiliated companies, partners, successors,
assigns, legal representatives, officers, directors, shareholders, employees, and agents) for,
from, and against any and all claims, liabilities, fines, penalties, costs, damages, losses, liens,
causes of action, suits, demands, judgments, and expenses (including, without limitation,
court costs and attorneys' fees) of any nature, kind, or description directly or indirectly arising
out of, resulting from, or relating to (whether in whole or in part) (i) the use of the Easement
Area (or adjacent BNSF property) by the City (or any of its contractors, subcontractors,
employees, or agents) in connection with the construction or subsequent inspection,
maintenance, or repair of the Highland Way roadway or crossing, (ii) the use of BNSF's
property at or in the vicinity of the Territorial Road crossing by the City (or any of its
contractors, subcontractors, employees, or agents) in connection with the performance of the
work of closing, vacating, and removing that crossing, (iii) any act or omission of the City (or
any of its contractors, subcontractors, employees, or agents) in connection with the Project,
or (iv) the City's performance of (or failure to perform) any obligation of the City under this
Agreement. This paraoraph 22 is expresslv intended to applv to claims. liabilities.
fines. penalties, costs. damaoes, losses. liens. causes of action, suits, demands.
iudoments. and expenses lincludino, without limitation, court costs and attornevs'
fees) occasioned bv or contributed to bv the neolioence of BNSF, its aoents, servants,
or employees. except to the extent that such claims. liabilities. fines, penalties. costs,
damalles, losses. liens. causes of action, suits. demands. iudoments. and expenses
lincludino. without limitation. court costs and attorneys' fees) were proximately
caused by the intentional misconduct or oross neolioence of BNSF.
23. The City shall, at its sole cost and expense, make changes to the Highland Way roadway or
crossing when such changes are necessary to accommodate BNSF's use of its right-of-way.
Any future traffic control systems or crossing illumination at the Highland Way crossing shall
be installed and maintained at the City's sole cost and expense.
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24. All work contemplated by this Agreement shall be performed in a good and workmaniike
manner, and each portion shall be promptly commenced by the party obligated hereunder to
perform the same and thereafter diligently prosecuted to conciusion in its logical order and
sequence. As soon as reasonably practicable, the City and BNSF shall agree to a proposed
schedule for each phase of the Project.
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25. The City shall require its contractor(s) to reasonably adhere to the proposed schedule. The
parties hereto agree that BNSF's failure to compiete the railroad work in accordance with the
proposed scheduie shall not constitute a breach of this Agreement by BNSF and will not
subject BNSF to any liability.
26. BNSF shall have the right to stop work on the Project if any of the following events take
place: (i) the City (or any of its contractors) shall perform the work in a manner contrary to the
plans and specifications approved by BNSF; (ii) the City (or any of its contractors) shall, in
BNSF's opinion, prosecute the work in a manner which is hazardous to BNSF's employees,
property, or facilities, or the safe and expeditious movement of railroad traffic; or (iii) any of
the insurance described in the attached Exhibit C is canceled during the course of the
Project. The work stoppage shall continue until all necessary actions are taken by the City or
its contractor to rectify the situation to the satisfaction of BNSF's Division Engineer, including
(in the case of the cancellation of required insurance) the delivery to and acceptance by
BNSF of additional insurance. No work stoppage under this paragraph 26 shall give rise to
any liability on the part of BNSF. BNSF's right to stop the work is in addition to any other
rights BNSF may have, including, but not limited to, actions or suits for damages or iost
profits. In the event that BNSF exercises its right to stop work on the Project, BNSF will notify
the City as soon as practicable; however, the failure of BNSF to give such notice shall not
give rise to any liability on the part of BNSF, nor shall it be a basis for the City (or its
contractors) to ignore BNSF's instructions to stop the work.
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27. The City shall supervise and inspect the operations of all of the City's contractors to assure
compliance with (a) the plans and specifications approved by BNSF, (b) the terms of this
Agreement, and (c) all safety requirements of BNSF.
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28. BNSF's preliminary engineering, design, and contract preparation costs are part of the costs
of the Project, even though such work may have preceded the date of this Agreement.
29. Prior to entering the Easement Area to perform future maintenance or reconstruction work on
the Highland Way roadway or crossing, the City must notify and obtain prior authorization
from BNSF's Manager of Public Projects. if any such maintenance or reconstruction work will
be performed by a contractor of the City, the City must require the contractor to enter into an
agreement with BNSF in the form of Exhibit C (or, at BNSF's option, such simiiar form of
agreement as BNSF is then utilizing for such work). If any such maintenance or
reconstruction work is to be performed by the City's own forces, the City shall provide the
insurance required by Section 3 of Exhibit C (and such other insurance as is then required by
BNSF for work of that type) and shall comply with the "Contractor Requirements" attached to
Exhibit C (or, at BNSF's option, such similar requirements as are then required by BNSF for
work of that type). For the purposes of the preceding sentence, all references to "Contractor"
in Exhibit C (and the attachments thereto) shall be deemed to refer to the City. This
paragraph 29 shall not apply to routine maintenance work such as snow removal; street
sweeping; application of salt, sand, or other traction-enhancing substances to the roadway
surface; appiication of striping and other pavement markings; routine patching of potholes,
cracks, and similar defects in the roadway surface; routine vegetation control; and routine
installation, maintenance, and repair of traffic control signs. If there is any question whether
the work to be performed is routine maintenance, the City shall advise BNSF's Manager of
Public Projects of the nature of the proposed work prior to commencing same, and BNSF
shall thereupon determine, in the exercise of its judgment and discretion, whether such work
is of such a nature as to trigger the application of this paragraph 29.
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30. In the event construction of the Highland Way crossing does not commence within eighteen
(18) months of the date of this Agreement, either party may terminate this Agreement by
giving notice of termination to the other party prior to the commencement of such
construction.
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31. Neither termination nor expiration of this Agreement shall release either party from any
liability or obligation under this Agreement, whether of indemnity or otherwise, resulting from
any acts, omissions, or events happening prior to the date of termination or expiration.
32. To the maximum extent possible, each provision of this Agreement shall be interpreted in
such a manner as to be effective and valid under applicable law, but if any provision of this
Agreement shaii be prohibited by, or held to be invalid under, applicable law, such provision
shaii be ineffective solely to the extent of such prohibition or invalidity, and this shaii not
invalidate the remainder of such provision or any other provision of this Agreement.
33. This Agreement (including the Exhibits attached hereto and any documents incorporated
herein by reference) is the fuii and complete agreement between BNSF and the City with
respect to Its subject matter and supersedes any and aii other prior agreements and
negotiations between the parties with respect to that subject matter.
34. Any books, papers, records, and accounts of the parties hereto relating to the work
hereunder or the costs or expenses for labor and material connected with the Project will at
aii reasonable times be open to inspection and audit by the agents and authorized
representatives of the parties hereto, as well as the State of Minnesota and the Federal
Highway Administration, for a period of one (1) year from the date of the final BNSF invoice
under this Agreement.
35. The terms of this Agreement are binding upon and shaii inure to the benefit of the successors
and permitted assigns of the parties hereto. The City may not assign any of its rights or
obligations hereunder without the prior written consent of BNSF.
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36. Any notice provided for herein or concerning this Agreement shaii be in writing and be
deemed sufficiently given upon deposit in a facility of the United States Postal Service as
certified mail, return receipt requested, addressed as foiiows (or to such other address as
either party may specify by advance written notice to the other):
If to BNSF:
Lynn Leibfried
Manager of Public Projects
BNSF Railway Company
80 - 44th Avenue N.E.
Minneapolis, MN 55421
If to City:
Rick Wolfsteller
City Administrator
Monticeiio City Haii
505 Walnut St., Suite #1
Monticeiio, MN 55362
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37. The City represents and warrants that it wiii take, in a timely manner, aii actions necessary to
lawfuiiy vacate and close the Territorial Road crossing, such that the crossing may be lawfully
vacated and closed no later than the date specified in paragraph 2, above. Prior to the date
said crossing is vacated and closed, the City shaii deliver to BNSF a true and complete copy,
duly certified by the City's Clerk, of each and every resolution of the City's Council required to
lawfuiiy vacate and close said crossing. The City further represents and warrants that it will
take, in a timely manner, aii actions necessary to lawfully vacate that portion of the Territorial
Road right of way located within the limits of BNSF's right of way, with such vacation to be
effective at the same time as the Territorial Road crossing is vacated and closed. Prior to the
date such portion of the Territorial Road right of way is vacated, the City shaii deliver to BNSF
a copy, duly certified by the City Clerk, of each and every resolution of the City Council
required to lawfuiiy vacate such portion. On the effective date of the vacation of such portion
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of the Territorial Road right of way, the City shall deliver to BNSF a quitclaim deed or other
instrument acceptable to BNSF, and in proper form for recordation with the County Recorder
for Wright County, Minnesota, releasing the City's interest in such portion of the Territorial
Road right of way.
38. The City represents and warrants that it has taken all actions necessary to lawfully establish
Highland Way and the Highland Way crossing and that prior to the execution of this
Agreement it has delivered to BNSF a true and complete copy, duly certified by the City's
Clerk, of each and every resolution of the City's Council required to lawfully establish
Highland Way and the Highland Way crossing.
39. BNSF hereby consents to the issuance of an order by the Commissioner authorizing the
creation of the Highland Way crossing, subject to such conditions as may be established by
the Commissioner relating to the timing of construction of the crossing and the nature of the
warning devices to be installed at the crossing.
40. In the event the Commissioner at any time orders the installation of active warning devices
(e.g., flashing lights, gates) at the Highland Way crossing, the City shall pay the full cost of
procuring and installing such devices, and responsibility for funding and performing the
maintenance of such devices shall be as provided by such order or, if the order is silent on
such matters, as required by applicable law.
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41. Effective as oflhe date of this Agreement and continuing until the Territorial Road crossing is
permanently closed to traffic, the Territorial Road crossing shall be used solely for the
purpose of access to the Jameson Property (as described below) for such Property's current
use as a single family residence and as a secondary driveway access to the Busch Property
(as described below) for such Property's current use as a bed and breakfast establishment.
The street address of the Jameson Property is 511 Territorial Road, Monticello, Minnesota.
The street address of the Busch Property is 506 Territorial Road, Monticello, Minnesota. The
Jameson Property and the Busch Property are sometimes collectively referred to in this
Agreement as the "Territorial Road Properties." Contemporaneously with the execution of
this Agreement, the City shall, at its cost, install, and shall thereafter maintain, conspicuous
signs at the Territorial Road crossing to alert the public to such limitation on the use of the
crossing. From and after the execution of this Agreement, the City shall take all reasonable
measures to enforce such limitation. The City represents and warrants that it has taken all
actions necessary to lawfully establish such limitation, to install and maintain such signs, and
to take such enforcement measures; and it further represents and warrants that prior to the
execution of this Agreement it has delivered to BNSF a true and complete copy, duly certified
by the City's Clerk, of each and every resolution of the City's Council required to lawfully
establish such limitation, install and maintain such signs, and take such enforcement
measures. The City shall be responsible for securing the consent of all owners of the
Territorial Road Properties to the limitation on the use of the Territorial Road crossing set
forth in this paragraph 41 .
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42. The City shall secure the consent of all owners of the Territorial Road Properties to the
vacation and closure of the Territorial Road crossing. Such consent shall not be in any
manner conditioned or contingent upon BNSF granting to such owners (or their successors or
assigns) (i) a private at-grade crossing of BNSF's right of way and track to provide roadway
access to either or both of the Territorial Road Properties or (ii) a roadway easement upon
BNSF's right of way to provide roadway access to either or both of such Properties. At or
before the time the Territorial Road crossing is vacated and closed, the City will provide a
new public roadway access to the Territorial Road Properties, such that no private at-grade
crossing of BNSF's right of way and track or roadway easement upon BNSF's right of way
will be needed to provide such access to either of such Properties. The City shall also secure
the consent of all owners of the Territorial Road Properties to the new public roadway access
contemplated by this paragraph 42.
scg - \\\
.
43. The City represents and warrants that the Jameson Property is the only property that would
be rendered inaccessible by road by reason of the vacation and closure of the Territorial
Road crossing.
44. The City shall indemnify and defend BNSF from and against any and all claims and suits
arising out of or in any way relating to the vacation and closure of the Territorial Road
crossing or the vacation of the portion of the Territorial Road right of way located within the
limits of BNSF's right of way. The City shall also indemnify and defend BNSF from and
against any and all claims and suits alleging that the vacation and closure of the Territorial
Road crossing or the vacation of the portion of the Territorial Road right of way located within
the limits of BNSF's right of way gives any person (i) a right to a private at-grade crossing of
BNSF's right of way and track to provide roadway access to the Territorial Road Properties
(or any portion thereof) or (ii) a right to a roadway easement upon BNSF's right of way to
provide roadway access to such Properties (or any portion thereof). The City shall also
indemnify and defend BNSF from and against any and all claims and suits alleging that the
new public roadway access to the Territorial Road Properties diminishes the value of either or
both of said Properties (or any portion thereof) or is otherwise inadequate or improper. The
City's obligation to indemnify and defend BNSF pursuant to this paragraph 43 includes
BNSF's attorneys' fees and other costs of defending, responding to, and settiing such claims
and suits. As used in this paragraph 43, "person" includes, but is not limited to, natural
persons, associations, cooperatives, joint ventures, partnerships (any type), limited liability
companies, corporations, business firms (any type), trusts, legal entities (any type), and
governmental bodies (including their agencies, departments, and subdivisions).
.
IN TESTIMONY WHEREOF, the parties have executed this Agreement, in duplicate, on
the day and year first above written.
BNSF RAILWAY COMPANY
By:
Its:
CITY OF MONTICELLO
By:
Its:
.
.
Exhibit A
see attached print
s (S).~ nd.
.
.
EXHIBIT A
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1
***** MAINTAIN PROPRIETARY CONFIDENTIALITY
THE B. N. S. F. RAILWAY COMPANY
FHPM ESTIMATE FOR
CITY OF MONTICELLO
LOCATION, -
MONTICELLO
DETAILS OF ESTIMATE
PLAN ITEM, PTR924624U
PURPOSE, JUSTIFICATION AND DESCRIPTION
MONTICELLO, MN PLACE NEW PUBLIC CROSSING SURFACE AT HIGHLAND HWY., DOT~ 924624U, MP
33.92 LINE SEGMENT 202 MONTICELLO SUBDIVISION - BILLABLE 100% TO THE CITY OF MONTICELLO,
MN.
DESCRIPTION OF PROJECT AS PROVIDED BY PROJECT ENGINEER DTD
BNSF PUBLIC PROJECTS IS ENTERING INTO AN AGREEMENT WITH THE CITY OF MONTICELLO TO INSTALL
NEW 72' CONCRETE CROSSING. 100% BILLABLE
SAVED TO I:FE/PROJECTS/202/XINGS/HIGHLANDWY~72.XLS
MAINTAIN PROPRIETARY CONFIDENTIALITY
THE PHYSICAL LIMITS OF THIS PROJECT ARE DESCRIBED BY LINE SEGMENT, MILE POST RANGES, AND
IN SOME CASES TRACK NUMBER. THIS IS THE PRIMARY AREA FOR THE PROJECT. THERE WIL~ BE CASES
WHERE WORK MAY OCCUR BEYOND THE DEFINED LIMITS.
PROJECTS THAT INCLUDE SIGNAL, ELECTRICAL, OR TELECOMMUNICATION EQUIPMENT MAY REQUIRE
ACTIVITY BEYOND THESE DEFINED TRACK LIMITS. ALL OR PORTIONS OF SOME PROJECTS MAY OCCUR IN
AREAS WHERE NO MILEPOST SIGNS EXIST SUCH AS YARDS.
THIS ESTIMATE IS GOOD FOR 90 DAYS. THEREAFTER THE ESTIMATE ~S SUBJECT TO CHANGE IN COST
FOR LABOR, MATERIAL, AND OVERHEAD.
DESCRIPTION
LABOR
PLACE FIELD WELDS CAP
PLACE PUBLIC CROSSING CAP
SURFACE TRACK - REPLACEMENT CAP
UNLOAD BALLAST - REPLACEMENT CAP
UNLOAD CROSSING MATERIAL - PUBLIC CAP
PAYROLL ASSOCIATED COSTS
EQUIPMENT EXPENSES
DA LABOR OVERHEADS
PERDIEM EXPENSES
INSURANCE EXPENSES
TOTAL LABOR COST
**********
MATERIAL
BALLAST, FROM ST. CLOUD, MN. (MN, P
JOINT, COMPROMISE, LB, 3L & 4L
JOINT, COMPROMISE, RH, 1R & 2R
TRACK PANEL, 115 LB 39 FT PNRL PLTS 10FT TIES
WELDKIT, GENERIC FOR ALL RAIL WEIGHTS
CONC 115 08-SEC WITH FILLER FOR WOOD
CONCRETE XING RAMP AND PANEL RESTRAINT, COMPL
MATERIAL HANDLING
ONLINE TRANSPORTATION
USE TAX
OFFLINE TRANSPORTATION
TOTAL MATERIAL COST
OTHER
**********
TOTAL OTHER ITEMS COST
PROJECT SUBTOTAL
CONTINGENCIES
BILL PREPARATION FEE
GROSS PROJECT COST
QUANTITY UIM
COST
64.00 MH
144.00 MH
24.00 MH
::2.00 MH
36.00 MH
1,299
2,680
484
224
670
4,318
2,830
4,821
150
842
18,318
200.00 NT
2.00 PR
2.00 PR
3.00 EA
8.00 KT
72.00 FT
:.00 ST
1,280
375
377
9,778
424
9,504
192
1,093
1,849
1,493
257
26,622
o
VERSION: 1
TOTAL S
18,318
26,622
o
44,940
4,494
248
49,682
'SQ ~ \\5
.
.
.
B.
Council Agenda - 6113/05
7.
Public Hearinl! - Vacation of street. drainal!e and utilitv easements 90'h Street Addition
and 90th Street Second Addition. (R W)
A. REFERENCE AND BACKGROUND:
As part of the re-alignment of Chelsea Road as it enters the Otter Creek Crossing property and
the City o"l1ed industrial park, portions of the existing Chelsea Road and the previously platted
Chelsea CoUrt road need to be vacated to accommodate the new road alignment. To simplify
the new road alignments, WSB has prepared a new 90th Street Third Addition plat that
encompasses the new road alignment for Chelsea Road and also incorporates the balance of the
property adjacent to the new road alignment that included a portion of property that was ovvned
by Denny Hecker and remnants owned by the City from the Rask house purchase.
Since the new 90'h Street Third Addition plat "ill described all of the necessary right of way
and drainage and utility easements surrounding each of the parcels, the City Council needs to
hold a public hearing to vacate the existing drainage and utility easements that were platted
around old lots lines to allow for the recording of the new plat. The vacation of these
easements do not affect any current utility placements we have and are being vacated to
accommodate a new plat.
After closing the public hearing, the Council can simply approve vacation of the utility, street
and drainage easements as identified contingent upon the recording of the new 90'h Street Third
Addition.
AL TERNA TlVE ACTIONS:
I. Approve vacation of the utility, street and drainage easements as identified in the
descriptions and exhibits.
2. Do not vacate easements.
C. STAFF RECOMMENDATION:
D.
It is the recommendation of the City Administrator. Public Works Director and City Engineer
that the easements described be vacated allowing for the new 90th Street Third Addition plat to
be recorded. The replat will retain all of the required easements that are needed by the City in
the future.
SUPPORTING DATA:
Vacation descriptions and exhibits identifying areas to be vacated.
Preliminary plat 90'h Street Third Addition
1- \llc
.
Client:
City of Monticello
Subject:
Lot 2, Block], 90111 Street 2ND Addition - Utility and drainage easement
vacation for Chelsea Road Re-alignment replat. (Jacob Holdings Parcel)
WSB No.:
1338-130
Date:
May 10, 2005
Proposed legal description for the vacation of the utility and drainage easements over Lot
2, Block I, 90TI1 STREET 2ND ADDITION:
All of the utility and drainage easements over Lot 2, Block I, as dedicated in 90TH
STREET 2ND ADDITION, according to said plat on file and of record in the otIice of the
County Recorder, Wright County, Minnesota.
.
.
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.
Client:
City of Monticello
Subject:
Lot 2, Block I, 90rH Street 2ND Addition - Utility and drainage easement
vacation for Chelsea Road Re-alignment replat. (Jacob Holdings Parcel)
WSB No.:
1338-130
Date:
May 10,2005
Proposed legal description for the vacation of the utility and drainage easements over Lot
2, Block I, 90rH STREET 2ND ADDITION:
All of the utility and drainage easements over Lot 2, Block 1, as dedicated in 90rH
STREET 2ND ADDITION, according to said plat on file and of record in the office of the
County Recorder, Wright County, Minnesota.
.
1- lIB
.
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.
.
.
-
Client:
Subject:
WSB No.:
Date:
City of Monticello
Chelsea Court vacation for Chelsea Road re-alignment and repIat.
1338-130
May] 0, 2005
Proposed legal description for the vacation of Chelsea Court:
All of Chelsea Court as dedicated in 90 TII STREET ADDITION, according to said plat on
file and of record in the office of the County Recorder, Wright County, Minnesota.
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701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
www.wsbeng,coffi
01338-13
May 5, 2005
&- pssociGtes. I.~c.
". 763-541-4000. Fa, 76).54:-17OC
INFRASTRUCTURE ENGINEERING PLANNING' CONST"lUCTlON
CHELSEA COURT
V ACA TION EXHIBIT
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701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
WINW.wsbeng.com
01338-13
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UTILITY & DRAINAGE
EASEMENT VACATION
LOT 2, BLOCK 1,
90TH STREET 2ND ADDITON
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INFRASTRUCTURE ENGINEERING PlANN!NG' CONSTRUCTION
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8.
Consideration ofProiect Award for the Extension of Meadow Oak Avenue from the
Current Termini to CSAH 18 (City of Monticello Proiect No. 2005-05C) and the
Reconstruction of a Sel!:ment of CSAH 18 and CSAH 39 for the CSAH 18/1-94
Interchanl!:e Proiect (City Proiect No. 2004-IC) (WSB)
A. REFERENCE AND BACKGROUND:
At the April 25, 2005 City Council meeting, the City Council approved the plans and
specifications and authorized the advertisement for bids for the extension of Meadow Oak
Avenue, from the current termini to CSAH 18, and the reconstruction of a segment of CSAH
18 from the proposed Meadow Oak Avenue to School Boulevard and CSAH 39 from CSAH
75 to Hart Boulevard as part of the CSAH 18/1-94 Interchange project.
The extension of Meadow Oak A venue will provide a detour route for the reconstruction of
the CSAH 18 bridge as proposed for the CSAH 18/1-94 Interchange project. The Meadow
Oak A venue extension will also provide access to the Weinand property for development.
The following improvements will be constructed with this project:
.
Meadow Oak Avenue from freeway fields to CSAH 18
CSAH 18 from the new intersection at Meadow Oak A venue, south to School
Boulevard
CSAH 39 from just north of the existing BNSF railroad grade crossing to Hart
Boulevard
1-94 watermain crossing relocation
.
.
.
The CSAH 18 and CSAH 39 segments are not included in the funding agreements with
MnlDOT; therefore, these segments can be constructed prior to the finalization of the
agreements that include MnlDOT. The construction of these segments will require an
agreement between the City and Wright County, as well as a signal agreement for the
replacement of the existing signal at CSAH 75 and CSAH 18. These agreements have been
previously approved by the Council.
Construction of CSAH 39 and the CSAH 75 intersection will be constructed under traffic
(no closures), and will include temporary lane shifts to accommodate the continuous traffic
flow. CSAH 18 will be closed temporarily just south of Chelsea Road to allow construction
of the storm sewer. Traffic will be rerouted to Chelsea Road and TH 25 to access the south
end of the City. Utility improvements include relocating the existing trunk watermain
crossing 1-94 along CSAH 18, due to the reconstruction ofthe CSAH 18 bridge over 1-94.
Storm sewer for Meadow Oak Avenue and CSAH 18 will outlet to the pond within the
Weinand property at the northeast comer of Meadow Oak Avenue and CSAH 18.
The construction of Meadow Oak Avenue needs to be completed by September 2005, before
work on the CSAH 18 bridge and the remaining interchange improvements commences.
Right-of-way has been acquired from Weinand and the property is currently being graded
including grading of Meadow Oak Avenue. The Resurrection Church agreement is being
finalized for the construction of Meadow Oak Avenue. Right-of-way will need to be
acquired from property owners abutting the proposed interchange project as recorded on the
Wright County Highway Right-of-Way Plat No. 55. Property owners affected by the
construction ofCSAH 18 and CSAH 39 included with this project are described below:
C:',lXJCUMi'.'-IIDAWNGR_IX"NDC.ll.,<;'.I,TempiAGN !TAl-Meaduw (JakAvenue F:r!.CSAH ?J.CSAH 39 Award-()(iJ31151.doc
8- 1;)3
. Wright County
. . Monticello Industrial Park
. Resurrection Lutheran Church
. Independent School District No. 822
. Liberty State Bank
. Cedrus Creek Craftsman, Inc.
. MMC Land Co., Inc.
~-l~'i
The project is proposed to be funded through assessments to the adjacent benefiting
properties and City, County, and trunk funds.
The Monticello Industrial Park, Weinand property, assessment is part of an overall
agreement including the interchange and future Chelsea Road construction. Weinand will
also dedicate the right-of-way for Meadow Oak Avenue and complete the mass grading
including ponding on their site.
The Resurrection Lutheran Church agreement is being finalized with regard to acquisition of
property for CSAH 18 and Meadow Oak Avenue and storm sewer assessment. The storm
sewer assessment totals approximately $44,630.
.
Bids were received on June 1,2005 with R. 1. Larson Excavating, Inc. being the low bidder
at $1,913,089.40. The Letter of Recommendation and Bid Tabulation are included. The
Engineer's Estimate was $1,929,916.50, with an estimated $406,000 for the construction of
Meadow Oak Avenue and the remaining $1,524,000 for constructing the north and south
segments of the Interchange project. An estimated $520,875 was included in the feasibility
report for the construction of Meadow Oak Avenue. Included with this estimate was
approximately $80,000 for the extension of sanitary sewer to the Weinand property, which
will now be included with the Interchange construction plans.
The agreement with Ryan Companies is virtually complete and the final plat ready for
signature, however the contract allowing this project to proceed should not be signed until
the development agreement is executed (securities in place) and the plat is signed.
Construction is anticipated to commence on July 1, 2005 with a final completion date of
September 1,2005.
B. ALTERNATIVE ACTIONS:
1. Consider award ofthe project to R. 1. Larson Excavating, Inc. for the amount of
$1,913,089.40 contingent on execution of the development agreement with Ryan
Companies..
2. Do not award the project at this time.
.
C:'DOC'VME-1DAW!VGN-l.C1Ii.OC1U._/\I'emp'AG,V J1M_.\leaJow Oak Avenue }<;x).CS-1f1 75..CX.jlf 39 Award_I}6JJI}5!'doc
.
.
.
C.
ST AFF RECOMMENDATION:
The City Administrator, Public Works Director, and City Engineer recommend selecting
Alternative No. I.
D.
SUPPORTING DATA:
Letter of Recommendation
Bid Tabulation
~- \ d.5
C:<!JOCUHE-leDA WNGR_I.ClIU)CALS_I'Temp'..1G,V TfU_.\1emfow Oak Ave"~e r.1/.cSAH 75-C!.:4/f 39/lworJ.U6130JI doc
...
WSB
.
&. A,\'sociales, {ne.
Infrastructure I Engineering I Planning I Construct'on
701 Xenia Avenue South
Suite 300
Minneapolis. MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
June 8, 2005
Honorable Mayor and City Council
City of Monticello
505 Walnut Street, Suite 1
Monticello, MN 55362
Re: CSAH 18 (School Boulevard to Meadow Oak Avenue),
CSAH 39 (CSAH 75 to Hart Boulevard), and
Meadow Oak A venue (CSAH 18 to CSAH 75)
Street and Utility Improvements and Appurtenant Work
CSAH 18: COllnty Project No. 86-18-061
CSAH 39: County Project No. 86-39-061
CSAH 18/CSAH 39: City Project No. 2004-01C
Meadow Oak Avenue: City Project No. 2005-05C
City of Monticello, Minnesota
WSB Project No. 1627-03
. Dear Mayor and Council Members:
KNJI627./).~..."'tf"""''*'~
Minneapolis I St Cloud
Equal Opportunity Employer
Bids Were received for the above-referenced project on Wednesday, June 1,2005, and were
opened and read aloud. A total of two bids were received. The bids were checked for
mathematical accuracy and tabulated. The Engineer's Estimate was $1,929,916.50. Please find
enclosed the bid tabulation indicating the low bidder as R. L. Larson Excavating, Inc., St. Cloud,
Minnesota, in the amount of $1,913,089.40.
We recommend that the City Council consider these bids and award a contract to R. L. Larson
Excavating, Inc., based on the results of the bids received.
Sincerely,
WSB & Associates, Inc.
.' !~,(7t~ 6~
Shibani K. Bisson, P.E.
Project Manager
Enclosure
.
cc:
Doug Moen, R. L. Larson Excavating, Inc.
'8- \~lo
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.
PROJECT:
CSAH 18 (School Boulevard to Meadow Oak Avenue),
CSAH 39 (CSAH 75 to Hart Boulevard), and
Meadow Oak Avenue (CSAH 18 to CSAH 75)
Street and Utility Improvements and Appurtenant Work
CSAH 18: County Project No. 86-18-061
CSAH 39: County Project No. 66-39-061
CSAH 181CSAH 39: City Project No. 2004-01 C
Meadow Oak Avenue: City Project No. 2005-05C
City of Monticello, MN
LOCATION:
Monticello, MN
WSB PROJECT NO.:
1627-03
Bids Opened: Wednesday, June 1, 2005 at 10:00 a.m.
Bid Add. No.1 Add. No.2 Add. No.3
Contractor Secu rlty Rec'd. Rec'd. Rec'd. Total Bid
. 1 R. L. Larson Excavating, Inc. X X X X $1.913.089.40
2 Three Rivers Construction, Inc. X X X X $2,081,721.12
Enginee~s Opinion of Cost
$1.929,916.50
I hereby certify that this is a tru and correct tabulation of the bids as received on June 1,2005.
,I
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Shibani K. Bisson, P.E.. Project Manager
Denotes corrected figure
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9.
Consideration of Proiect Award for the 2005 Street Reconstruction Prol!ram Street,
Storm Sewer, and Appurtenant Improvements (Citv of Monticello Proiect No. 2005-01 C)
(City/WSB)
A. REFERENCE AND BACKGROUND:
Bids for the referenced project are being received and opened on Friday, June 10, 2005.
Results of the bid were not available at the time of preparation ofthis agenda item.
The project includes the reconstruction and widening of River Street between Chestnut Avenue
and Otter Creek Road, Sandy Lane, Willow Street, and Oak Lane. The existing streets in the
area range in width from 22 to 24 feet with ditches on the pavement edges for drainage. The
project includes widening the streets to 28 or 32 feet with surmountable concrete curb and
gutter. Storm sewer will also be constructed to allow for the removal of the ditches and
collection of surface water within the street. Treatment of storm water runoff will be provided
by underground structures placed in two locations within the project. The use ofthese
underground structures will fulfill the requirements for storm water treatment without the
construction of conventional storm water ponds.
The bid documents include two alternates for the project award. The first is a bid alternate for
the type of storm sewer pipe to be used in construction. The alternates include reinforced
concrete pipe versus corrugated polyethylene pipe. These alternates are being bid to evaluate
any cost savings associated with different pipe materials.
The second alternate is the inclusion of a concrete sidewalk along the north and east side of
River Street as it winds through the project. This bid alternate has been included as the
sidewalk represents the goals of the City in completing a sidewalk/trail network through the
west end of the City. The street width on River Street is proposed at between 28 or 32 feet. It
is considered a low volume street but the traffic levels that were measured on this street do
warrant the sidewalk in accordance with City Standards. It is the intent that sidewalk will
continue to the west with subsequent phases of the street program. Assessments to be levied
for sidewalk are assessable at a rate of 25% ofthe total project cost for the sidewalk. The
survey of residents resulted in a request to leave the sidewalk out, however, from a pedestrian
safety standpoint, City staffis recommending sidewalk installation on one side of River Street.
B. ALTERNATIVE ACTIONS:
To be provided at the meeting.
C. STAFF RECOMMENDATION:
D.
.
To be provided at the meeting.
SUPPORTING DATA:
The Letter of Recommendation and Bid Tabulation will be available at the City Council
meeting.
Q - 13'1
C,lJOCUME-/IDAWNGR-1.CJ"IUJCAU,-.IITeIllPl4GN fTM.Slreel 1'''4''''1 Alfflrd-()(j1305,doc
...
WSB
. & Associates, Inc.
Infrastructure I Engineering I Planning I Construction
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
June 13,2005
Honorable Mayor and City Council
City of Monticello
505 Walnut Street, Suite 1
Monticello, MN 55362
Re: 2005 Street Reconstruction Program
Street, Storm Sewer, and Appurtenant Work
City of Monticello Project No. 2005-01 C .
WSB Project No. 1494-04
Dear Mayor and Council Members:
.
Bids were received for the above-referenced project on Friday, June 10,2005, and were opened
and read aloud. A total of four bids were received. The bids were checked for mathematical
accuracy and tabulated. The Engineer's Estimate (for Base Bid plus Alternate Nos. 1 and 3) was
$883,139.50. Please find enclosed the bid tabulation indicating the low bidder as Buffalo
Bituminous, Inc., Buffalo, Minnesota, in the amount of $870,491.00.
F.~WI'WIMJ4N.{I4\L1'R liECMMDTN.Buf!uu, 8i/46/ J05.dQ<
Minneapolis I 51. Cloud
Equal Opportunity Employer
The bid package included three alternates in addition to the base bid. Alternate No.1 was for the
construction of sidewalk and truncated dome pedestrian ramps along the north and east sides of
River Street. Alternate No.2 was for reinforced concrete (RCP) storm sewer pipe, and Alternate
NO.3 was for corrugated polyethylene (CP) storm sewer pipe. We recommend that the City
Council award the project with the Base Bid plus Alternate Nos. 1 and 2. It is our opinion that
constructing the sidewalk along River Street provides for safer pedestrian travel within the
neighborhood, and furthers the City's trail program. It is also our opinion that while the concrete
pipe is slightly more expensi ve, it is the City standard and has proven to be long-lasting
throughout the City.
The following are suggested Alternative Actions and the Staff Recommendation:
ALTERNATIVE ACTIONS:
1. Award the contract with the Base Bid plus Alternate Nos. I and 2 to Buffalo Bituminous,
Inc.
.
2.
Award the contract with the Base Bid plus Alternate Nos. 1 and 3 to Buffalo Bituminous,
Inc.
.
G~t"
.
.
Honorable Mayor and City Council
June 13,2005
Page 2
3. Award the contract with the Base Bid plus Alternate No.2 to Buffalo Bituminous, lnc.
4.
Award the contract with the Base Bid plus Alternate No.3 to Buffalo Bituminous, lnc.
5. Reject all bids.
STAFF RECOMMENDATION:
The City Engineer recommends that the City Council award the project with the Base Bid plus
Alternate Nos. 1 and 2.
Please contact me at 763-287 -7190 if you have any questions regarding this information. Thank
you.
Sincerely,
WSB & Associates, Inc.
~rJ7?~
Bret A. Weiss, P.E.
City Engineer
Enclosures
cc: Greg Hicks, Buffalo Bituminous, lnc.
srb
,
"
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.
10.
Council Agenda - 6/13/05
Consideration of Proiect Award for the Hillside Farms Storm Sewer Outlet (City of
Monticello Proiect No. 2004-07C) (WSB)
A. REFERENCE AND BACKGROUND:
At the March 28, 2005 City Council meeting, the City Council approved the plans and
specifications and authorized the advertisement for bids for the Hillside Farms Storm Sewer
Outlet Project. The proposed project consists of constructing a trunk storm sewer outlet
pipe, which will connect the Hillside Farms development with City storm sewer service.
Prior to the May 9, 2005 City Council meeting, it was discovered that the plat documents
used to design this project were inaccurate and that additional easements were needed to
build this project to the plans in the bid. The City Council tabled this item at both the May
9th and May 23'd meetings, expressing concerns over the increased costs of the project.
Since this time, the Engineer has reviewed several options to resolve this issue, including
negotiating with the affected homeowners and adjusting the project design.
.
This project was designed to create an outlet for the Hillside Farms storm sewer pond by
installing approximately 2,000 linear feet of pipe, which would outlet to the Rolling Woods
regional pond. The last 525 feet of storm sewer pipe was upsized from a 12-inch pipe to an
18-inch pipe in order to accommodate future connections to the undeveloped property to the
south. Open cut construction ofthis 18-inch pipe is not possible with the existing available
easements.
The low bid for this project was $162,456.70 submitted by Schluender Construction. Using
the prices in this bid, the cost of completing this project directional boring an 18-inch pipe
over the last 525 feet would be $195,984. If the upsizing of this pipe were to be delayed
until development plans for this property were submitted to the City, the cost of directional
drilling a 12-inch pipe over the last 525 feet would be $172,389.50. The project engineer
has not been successful in efforts to acquire easements from the affected homeowners.
The completion of this project is necessary to continue with approval of additional
construction of the Hillside Farms and Spirit Hills developments. It is the recommendation
ofthis report that the City should award the contract and proceed with a change order to
directional drill an additional 525 feet of 12-inch storm sewer pipe.
This project is to be funded by the benefited property owners ofthe Hillside Farms and Old
Pioneer (Spirit Hills South) subdivisions. These subdivisions will contribute $315,504 to
the City of Monticello's trunk storm sewer fund. With the revised estimated construction
cost, the proposed project cost is estimated at $239,136.26.
B. ALTERNATIVE ACTIONS:
.
1.
Accept the submitted bid and award the contract to Schluender Construction and
authorize a change order, which will directional bore a 12-inch storm sewer pipe
within the existing easement along the backyards of the Badger Circle homeowners.
Reject the submitted bids and authorize the preparation of new plans and bidding,
which will reflect additional directional boring within the existing easement.
2.
P'.dawng',wordproc\20115 (:"uncil Agt'lIdaVune_20OS',6_/3_05HiIIiyjdeFarms_d<J<
10-135
.
.
.
Council Agenda - 6/13/05
c.
STAFF RECOMMENDATION:
The City Engineer recommends that the Council select Alternative Action No. I.
D. SUPPORTING DATA:
Letter of Recommendation
Bid Tabulation
Jo-\3lo
F:',rJm;'''!l:'.",ordpr()c',~/XI.f('o''''ciIAgendaVJi''e_2(I(JJ',6-13_05IJ,iisideForms,doc
..
WSB
. & Associates, Inc. Infrastructure I Engineering I Planning' Construction
May 9, 2005
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-54H600
Fax: 763-541-1700
Honorable Mayor and City Council
City of Monticello
505 Walnut Street, Suite 1
Monticello, MN 55362-8822
Re: Hillside Fanus Storm Sewer Outlet
and Appurtenant Work
City of Monticello Project No. 2004-07C
WSB Project No. 1488-43
Dear Mayor and Council Members:
.
Bids were received for the above-referenced project on Friday, May 6,2005, and were opened
and read aloud. A total of3 bids were received. The bids were checked for mathematical
accuracy and tabulated. The Engineer's Estimate was $119,488.95. Please fmd enclosed the bid
tabulation indicating the low bidder as Schluender Construction, Monticello, MN, in the amount
of $162,456. 70.
Minneapolis I St. Cloud
Equal Opponunjty Employer
We recommend that the City Council consider these bids and award a contract to Schluender
Construction, based 00 the results of the bids received.
Sincerely,
1i;tc:<
Phillip A. Elkin, P .E.
Project Manager
Enclosure
cc: Schlueoder Constmctioo
tsh
.
10-137
F:IWPIY/MJ4&_-IJ\REC LTR.doc
.
.
.
PROJECT:
Hillside Farms Storm Sewer Outlet
And Appurtenant Work
City Project No. 2004-o7C
LOCATION:
Monticello, MN
WSB PROJECT NO.:
1488-43
Bids Opened: May 6, 2005 at 11:30 a.m.
Contractor
Addendum Rec'd (nla) Bid Security
Total Base Bid
1
2
3
Schluender Construction
Burschville Construction, Inc.
Northdale Construction, Inc.
x
X
X
X
X
X
Engineer's Opinion of Cost
$119,488.95
I hereby certify that this is a true and correct tabulation of the bids as received on May 6, 2005.
~!&,<
Denotes Corrected Fig ure
\o-\3~
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Council Agenda - 6/13/05
11.
Consideration of authorizinl! purchase of ballfield fencinl! - Hillcrest Park. (AH)
A. REFERENCE AND BACKGROUND:
The Parks Department is requesting the release of funds to install a new fence, dugout, and
backstop at Hillcrest Park. The ballfield is being heavily used at this time. When the field
was installed about 20 years ago its intended use was neighborhood play. Now the field is
being regularly used by the Monticello Youth Baseball Association (MYBA). The field is
located on County Road 75 and is seen by many travelers who pass through the city. The
field is an eyesore at this point because of its age and insufficient fence quality. For these
reasons and for safety issues associated with old fences, it would be in the best interest of the
city to have this fence replaced MYBA has committed $8,000.00 over a three year period
toward the cost of replacing this fence. The Parks Department will work out a written
agreement with the MYBA for yearly payments to cover their financial commitment.
The Parks Department has requested quotes on the fence replacement as follows:
Authority Fence
Oberg Fence
D&H Fence
$17,250.00
$12,950.00
No bid received as of 6-8-05
ALTERNATIVE ACTIONS:
I. Authorize the installation ofthe fence based on the lowest bid received.
2. Do not award a contract for fencing.
3. Direct staffto do further study as specified by Council.
C. STAFF RECOMMENDATION:
It is the recommendation of the Public Works Director and Parks Superintendent that this
work be authorized. Since the field is heavily used, the condition of the fence is a concern as
far as safety.
None.
D. SUPPORTING DATA:
1\-\\-11
1-;>- IY;;l.
. Council Agenda - 06/13/05
12. Consideration ofmovinl! forward on Phase III ofthe Public Works Buildine EXDansion Plans. (J.S.)
A. REFERENCE AND BACKGROUND:
In 1999 the Public Works Department realized there was less and less space available in the office and in
the vehicle storage building. We began doing some remodeling ofthe offices during that winter trying to
gain more room to ease the crowding. The remodeling added some light and brightened up portions of the
building and made work stations for supervisors and inspectors. Although very crowded, we at least had
work stations, even if some of them were back to back. 2001 had us looking at doing some remodeling to
the front and rear portions of the building but these would be difficult to accomplish without finding space
to move some ofthe people, file cabinets and equipment out on a temporary basis and that simply was not
available.
.
In 2002, due to the need for office and storage space, we placed $60,000 in the budget for 2003 to build
a pole barn on property acquired across the street. The funding source is the Water & Sewer Access Funds.
We also budgeted $8,000 for the front office remodel. Again, really just brightening things up and
improving existing work stations but not adding space. No space could really be added until we could
move out the water meter shop and the storage in the rear of the building and remodel that portion. With
the ever increasing workload ofthe staff and Public Works employees and the limited space to do anything,
no remodeling was completed in 2003. We did, however, re-budget again for the building for 2004 for
across the street. $60,000 was placed in the budget for the building for 2004, and another $5,000 was added
in the Public Works Administration area for remodeling ofthe building offices, making a total of$13,OOO
available for that remodeling.
In 2004, with approval from the City Council, City Staff moved ahead and obtained approval from the
Planning Commission to move forward with the building contingent upon adequate screening ofthe area
and placing a brick wainscot on the building as well as asphalt shingles. A building permit was obtained
in 2004, and the Public Works Department began the grading and preparation for placement ofthe building
over the winter. Estimates on getting the shell completely built, originally put together in 2003, ran short
and the shell was now estimated at about $70,000 for winter construction.
The project came to a screeching halt with the spending freeze and concerns by at least two council
members of whether or not such a building should be built on the south side of Golf Course Road.
City Staff and Public Works began to regroup and look at other alternatives to modernize and make more
room in the office areas and to provide for additional storage. In February we obtained authorization to
dispose of some surplus equipment and began actively looking at alternatives.
.
We went back and looked at the original study done in 1992 which showed a three phase approach to
expansion ofthe Public Works Facilities. The three phases were to last until 20 I 0, which is only four and
a half years away. Phase ill was never built and if it had it certainly would have eased the office space,
working conditions and storage space problems we have today. We looked at the existing site in the
original three phase plan and looked at ways to expand the existing structures. We need to expand the salt
shed, the vehicle storage building and the office with Phase III. We also looked at the pole building that
was going to be built across the street to see if it could be built on the north site with the existing
conditions or future expansions.
.
.
.
Council Agenda - 06/13/05
The existing Public Works Facility is built on a soil corrected dumping area for demolition materials. A
good portion of the site east ofthe existing buildings is still a dump under the surface soils, the location
of any type of building would require soil correction on the east end to depths of 15' or more. We laid out
the Phase III proposed expansions of the offices, the vehicle storage building and the salt shed, and by
adding required parking there was absolutely no spot we could find that would work for the installation
of a new pole building on this side. Even if we had found a space, the amount of soil correction necessary
to put that building in may have made the pole building economically unfeasible.
It was our original plan to build the dressed up pole building across the street, move the water meter shop
over there and use the rest of the new building for storage for vehicles and materials, some of which are
being stored outside. That would provide enough room in the existing office to remodel the front and
create two additional office spaces in the rear, as well as an additional restroom facility for women. A
unisex bathroom just did not work in the Public Works Facility. One or the other had to leave the building
to use the restrooms across the parking lot in the Public Works building itself. Building the pole building
could delay completing Phase III for 5+ years, but may include demolition ofthe existing offices with the
new expansion.
Looking back at the original study from 1992, and Phase III, it became more apparent that we should
proceed with that direction. We already had money in the 2005 budget for studying the situation regarding
Phase III. With no real idea of what either the study or Phase III would cost, we placed $30,000 in the
2005 budget for the study and $100,000 representing one fourth of a possible start for the Phase III
Improvement Project which may total $400,000. A further look at the Phase III project shows that
$400,000 won't go very far and trying to budget for it over a period offour or more years would not solve
the immediate need for space for both office and storage. As we looked at the north and the south sites
for Public Works there is adequate room to keep the Public Works Facility in this location for several
decades to come. Especially if we look at the possibility in the next 15 to 20 years ofthe water department
moving out near the water reservoir after our water treatment plant is built there in the next 15 years or so.
Space is needed now so we need to move forward!
B. ALTERNATIVE ACTIONS:
I. The first alternative would be to proceed with completing the pole type storage building and meter
shop on the south side of Golf Course Road as originally planned, moving forward with the study,
costs and funding possibilities for Phase ill ofthe Public Works expansion which should have been
completed years ago. Under this scenario or alternative remodeling ofthe offices would be put on
hold until the study was completed and determined the fate of the Public Works office building
itself. Some options in the interim would be to use the space ofthe conference and training room
next door to use for the Public Works office to alleviate some of the over crowding.
2.
The second alternative would be not to build a pole barn on the south side of Golf Course Road but
to move immediately ahead with the study and plans for Phase III on the north side. This planning
would also come up with an interim plan to alleviate some of the over crowding in the current
offices and storage areas until Phase III could be completed.
3. The third alternative would be to look at another site entirely. One as centrally located as the
existing site but one that could support growth beyond 30 or 40 years.
\:l.- \~3
.
.
.
Council Agenda - 06/13/05
4.
The fourth alternative is to do nothing.
c.
STAFF RECOMMENDATION:
After further study by the Public Works Department and the Site Review Committee it is a unanimous
recommendation to move forward with alternative #2 and work towards completion of Phase III that would
use all available space on the north side of Golf Course Road before any expansion is done south of Golf
Course Road. Full well realizing that the ultimate cost of this alternative could be some place between
$1,000,000 - $2,000,000. It was felt, however, that the Public Works building needs have lagged behind
the expansion of the City and must play catch up but also get ahead of the expected growth that is on the
books. With the real possibility of the community doubling in size in the next seven to ten years. That
does not mean that the Public Works Department has to double, but it has to be able to stay with the needs
ofthe citizens of Monticello and its businesses.
D. SUPPORTING DATA:
Copy of all pertinent data regarding the original studies, construction of Phase I and II and the proposed
project for the south side of Golf Course Road.
\?-\'-\'-{
.
.
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YEAR
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
POPULATION
10961.55
11770.65
12705.30
13803.50
14989.25
16300.55
17737.40
19299.80
20987.75
22801.25
UNITS PER YEAR
245
290
335
380
425
470
515
560
605
650
CITY OF MONTICELLO
POPULATION PROJECTIONS
TOTAL UNITS
3729
4019
4354
4734
5159
5629
6144
6704
7309
7959
3484 Units as of 2004
2.79 Residents per Unit
Calculation:
(Units per Year x 2.79) + Population from previous year.
1----.------ -----~
POPULATION PROJECTIONS - CITY OF MONTICELLO I
25000.00
20000.00
~
15000.00
10000.00
5000.00
L_
.
0.00
2005 2006 2007 2008 2009 2010 2011 2012
I_ POPULATIONl
2013 2014 I_TOTAL UNITS i I
C:lDocumente and Settingsljohnsimola\local Setlings\Temporary Internet Files\OLKE\POPULATIONPROJECTIONS03_05.xls: 61912005
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Schematic Plans and Budget Estimates for
a Public Works Expansion
TKDA Comm. No.1 0045
Submitted to:
The City of Monticello
Toltz, King, Duvall, Anderson and Assoc. Inc. (TKDA)
2500 American National Bank Building
St. Paul, Minnesota 55101
Contact:
Peter Brozek, AlA
612/292-4400
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TKDA
.
TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATEP
ENGINEERS ARCHITECTS PLANNERS
2500 AMERICAN NATIONAL BANK BUILDING
SAINT PAUL, MINNESOTA 551 01-1803
612/292-4400
FAX 6121202..(1083
February 17, 1992
Mr. Richard Wolfsteller
City Administrator
City of Monticello
P.O. Box 1147
Monticello, Minnesota 55362
Re: Schematic Plans and Budget Estimates for
a Public Works Expansion
TKDA Comm. No. 10045
Gentlemen,
The attached report, estimate, building program and drawings are submitted in fulfillment of our
contract dated October 7, 1991.
.
It has been ajoy and pleasure working with the City Council, Mr. Jolm Simola and Mr. Roger
Mack. I think that we, as a team, have produced a Building Program and Schematic Design
which when implemented will serve well the City of Monticello in the years to come.
TKDA thanks you for this opportunity to work with the City and looks forward to the
opportunity to serving as your consultant in the implementation of the designs.
Sincerely yours,
~
Peter M. Brozek, AlA
Project Manager
PMB:mrk
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MONTICELLO PlffiLiC WORKS
VEHICLE STORAGE BUILDING
COMM. NO. 10045
This project setout to examine and reconcile the current and future expansion needs, of the Public
Works Department, required to provide services efficiently to the City of Monticello.
The first step was a survey of the existing facility, fleet and work conditions:
A. THE SITE: The existing site was selected by the Building Conunission for the expansion.
Its 2.6 acres are triangular in shape and there is no opportunity foreseen for acquiring
additional adjoining land. An unspecified area of the easterly half of the site is known to,
at one time, have been a dump which was subsequently backfilled. Soil borings completed
in February 1992 show J 2- I 5 feet of debris on the east side of the proposed addition which
will require engineered fill and poor soils at the west end which will require wider footings
to distribute the building load.
INVENTORY EXISTING
B.
THE FACILITY: The existing facility, is located at 901 and 909 Golf Course Road consist
of fOllr structures of varying age and construction. All four have building code, ADA
(American Disabilities Act), energy code problems and need work.
1.
The N5P Building (1966-2560 5q.Ft.) contains office space, two parking aisles and
a meter repair area. It was recently re-roofed with a baUasted system. Some
deterioration on the west side was evident in the single wythe block wall. Obvious
code issues are handicapped accessable restrooms and doors and the lack of a floor
drain in the vehicle storage area.
2.
POLE STORAGE Building (1984-21;08 Sq. Ft.), located at the nOlth end of the site
contains SOIlle heated and SOllle unheated storage areas. It has no tloor drain.
3.
POLE SIlEO and Sign Shop (J 960-2440 Sq Ft.) located north of the maintenance
shop are used for steel storage, Sill a II equipment storage and miscellaneous storage
(x-mas decorations) as well as the Sign Shop. A mezzanine storage area in the
pole shed appear overloaded and material access is limited. The Sign Shop does
not have either adequate space or adequate ventilation.
4.
THE MAINTENANCE SHOP (J 976-3.')03 Sq Ft.) houses vehicle storage and
maintenance, lunchroom, workbench and restroom. The coaltar built-up roof
needs to be replaced, snow comes in at tbe top of tile waJl, vehicles ~re st~ck
parked, there are no hoists for vehicle mainten~nce, there is inadequate be~ting and
there are very poor amenities for employees. The stmcture appears sound. Tbe
restroom and lunchrooms are nol handicapped accessible.
/?- !,;;;i.",
10045
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5. GENERAL: Currently, adequate space for vehicle storage is lacking. With the loss
of the old Fire Department Building, it willlJecome critical. Vehicle maintenance
cannot be efficiently accomplished with inadequate space and equipment. While
difficult to quantify, the existing conditions and mnenities are not conducive to
either employee efficiency or morale.
.
6. In the appendix are vehicle list and owner program.
C.
THE PROCESS
Based upon the building inventory, vehicle list and discussions with Public Works staff
and the Building Commission a Building Space Program was developed mtd evolved
through several revisions. The resulting Building Program was used for master planning
the development of the site to meet the Public Works Department's need through the year
2010. Multiple Schematic Master Plans were issued for discussion and for staff ami
Building Commission improvement. A final Master Plan (Sheet S-I, attached) was
developed with a consensus.
As the discussion was proceeding, a parallel discussion of building systems mtd costs was
engaged. As part of the above, site visits were made to several other facilites:
I.
Wright County Silver Creek Facility-Pre-Engineered Const11lction-6,OOO sq. ft. @
$20/sq. ft.
.
2.
Roseville Public Works Addition-Masonry and Steel Joist Const11lction-12,750 sq.
ft. @$43.20/sq. ft.
3. Oakdale Public Works-Pre-Engineered Constmction-15,OOO sq. ft. @ $54/sq. ft.
4. White Bear Township Public Works-Masol1lY and Sleel Joist Coustmction-16,500
sq. ft. @ $47/sq. ft.
D.
THE RESULTS
Utilizing only square foot costs, the Final Master Plmt Schematic (30,615 sq. ft.) can be
estimated at $1.3 M. In the best of worlds it would be economically advantageous to
constmct the complete Master Plan at this time. Recognizing that there are fiscal limits,
the temn reviewed the Master Plan and set up priorities. The result is 3 phases of
constmction.
In order to open up lhe usage of the existing MAINTENANCE SHOP aud take up the
space losl in the old Fire Dept Building, Phase I is lhe constmction of a free stmuling
vehicle storage building (15,000 sq. ft.). The estimated constJUction cost for Phase J is
$540,000. This stmcture will handle the storage of all existing vehicles and a few to be
added to the fleet. It is designed to have a retaining wall hacking III' to the salt/sand
storage, a sign shop and a restroom.
.
2
10045
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Phnse 2 of the PhUI (6,850 sq. ft.) is a combination of infill, new construction and
renovation. Phase 2 construction is estimated at $380,000 excluding equipment. The inf1l!
consists of a wash bay and parts storage area. TIle new construction will provide for
additional small vehicle (pickup) storage, an employee meeting/training room and the
public entrance. The renovation work will be to convert tile existing MAINTENANCE
SHOP into a vehicle maintenance shop, machine shop, oil storage area and renovate the
existing restroom.
Phase 3 (6,080 sq. ft.), with an estimated construction cost of $380,000, completes the
Master Plan by adding reception and offices, mens and womens locker rooms, an
inspections and record storage area, miscellaneous equipment storage and a water meter
repair shop. Th.;s Phase also replaces the existing NSP Building. Completion of Phase 3
will provide Monticello with a compact, efficient Public Works Facility.
E.
PHASE 1 CONSTRUCTION ESTIMATES
In order to provide Monticello with an accurate constmction hudget cost, TKDA requested
the assistance of George W. Olsen Construction, Stillwater, MN. G.W.O. is a medium
sized contractor familiar with this type of facility, having recently completed the Roseville
Public Works Addition. We also requested their input on potential areas of cost savings.
Mr. Jeff Peterson, G.W.O. Chief Estimator, has been most helpful in the prepnration of the
following estimates. TKDA Engineers and staff prepared the mechanical and electrical
portions of the base estimate :tild util ized published square foot costs and supplier budget
costs. TIlese estimates are probable constmction costs and are only for use by the City of
Monticello.
I.
Building Base Construction - 15,000 sq. ft. masonry bem-ing walls, exterior
insnlation finish system, steel bar joists, huiltup roof, insulated translucent
skylight, and wall glazing, standing seam fascia, 6" reinforced concrete slab,
overhead doors, precast mezzanine nbove sign shop, hollow metal doors.
Base Building
Base Mechanica]
Electrical
499,300
62,000
25.000
$ 586,3()()
2.
Alternate # I - Precast concrete insulated wall panels, steel columns and beams in
lien of masonry bearing walls, EIFS, facia.
Base Building
([!leI. M & E)
Dedue!
Alt. #1
586,3()O
-=-i.34,l.)O())
$ 55 j AOO
3
1;1 - I S '3
10045
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3.
Altemate #2 - Pre-engineered steel structure, insulated steel walls and roof iu lieu
of masomy bearing walls, steel bar joists, BUR roof and standing seam metal
fascia.
.
Base Building
Add
Alt. #2
586,300
67.800
$654,100
4.
Alternate #3 - Based upon Alternate #1 and by roughing out the restroom
plumbing, but no walls or ceiling and eliminating the sign shop completely.
Alternate # I
Base
Deduct
551,400
(20.000)
531,400
COMMENTS
1.
The cost for soils conections found by the soil borings is nol included in the above
estimates.
2.
The estimates above reflect the cunent construction environment and may be subject to
change.
.
3.
Demolition and removal of the existing pole shed and sign shop are not included in the
above estimates.
4.
Removal and replacement of the fuel tanks and fueling system are not included in the
above estimates.
5.
For budgeting purposes add to the above-
Contingency - 3% and Consultant Fees - 10%
.
4
10045
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PUBLIC WORKS SITE CONSIDERATIONS
1. Traffic patterns - flow - one way
2. Concrete ramp or apron into building
3. Guard posts where necessary
4. Salt storage under cover 3-sided, 100 tons
5. Sand/salt storage, under cover, 800 cu yds (plan tor future)
6. Fence entire site - 6'
7. Screening to west and north for outside material storage and recycling area, wood
chips compost
Pickup, etc. outside of tence 20+ yds ea. (x2)
BUILDING CONSIDERATION
18. Wood working area, lights & power.
19. Brick, block, or stand-up panel construction, sandwich insulation
20. Single building or multiple.
21. Relocate or demolish or sell pole building.
22. New fuel system above ground or state-at-the art underground with adaption to
two-card system, phase or whole thing, 1 tank salvage.
23. No north doors if possible.
24. Future expansion designated.
25. Exhaust hose reels in shop.
26. Main OH door radio controlled.
27. Vehicle storage drive-through with parking both sides. Few, it any, columns.
28. Electrical outlets in vehicle storage. Conduit surface mount.
5
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10045
PUBLIC WORKS EQUIPMENT INVENTORY
1971 Equipment Existing Equipment Proiected Needs by 2010 .
(pop. approx. 1,500)
1 dump truck with plow 4 dump trucks with plows 3-4 add'l single axle
dump trucks w/plow
1 street sweeper 1 street sweeper
1 industrial tractor w/loader 1 industrial tractor 1 add'l industrial
w/loader tractor w/backhoe
1 dump truck with flat bed
2 garden tractors 4 garden tractor/ 3 add'l mowers
mowers or Toro
! 1 pavement roller 1 pavement roller
li Bucket machines Bucket machines-
outside sheltered
I Sewer rodder Sewer rodder
1 pickup 3 pickups 6 add'l pickups or
I light trucks
2 1-ton trucks
1 bucket truck
1 mowertrailer- 2 mower trailers
I summer inside
1 van
1 jet machine .
I 1 loader
1 chipper
2 snowblowers Sidewalk snowblower
I 1 grader
1 wood splitter
1 water truck
I 1 tree spade
1 lawn vac
1 air compressor
I 1 vac-all
Shop & Material Storage
I Salt
Sand Salt
Fuel
I 1. Assuming continued growth in non-grid fashion
2. Assuming population 8,500-9,000 by 2010
I 3. Assuming 8 to 10 hour plowing schedule
. .
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Comm. No. 10045
MONTICEllO, MINNESOTA PUBLIC WORKS
Program
Room Size Sa.Ft.
1. Wash Bav 20 x 40 800
Pressure washer-kerosene-11 OV exist'g
Low main!. walls-sandblasting
Use as paint shop-HV AC & Infra-red
Trench drain
Air outlet, filter and regulator
infra-red
110 & 220V
Lighting for paint shop
Flammable storage cabinet
2. Machine Shop 20x40 800
Work tables (by Owner)
Welding hood
110& 220 (welding outlets)
Monorail hoist - #2000 capacity out to driveway
Soundproofed walls
Infrared heat
Air outlets, filter and regulator
Industrial operating doors
3. Steel Storage 20 x 14 280
Adjacent to #2 (machine)
Monorail 2000# hoist to unload and
transport to #2 or # (shop)
4. Oil Storage 10 x 20
500 gallon waste oil tank w/space for 1500 gal.
Pumps for Series 3 W30, W40, ATF,
Hydraulic fluid, grease
Air compressor-use existing, exterior
access, exterior empty pipe for used oil
Monorail trolley hoist for 55 gal. drums
5. Shop Area 80 x 40 3,200
4 work bays @ 20' x 40' + work space
2 hoists - 1 - 54,000 & 8,000 #
Hose reel system - 30W, 10-40, hydraulic
& grease and air
Work benches and wall cabinets by Owner
Air outlets w/fiiters & regulators
110 & 220 elec. outlets
Reel exhaust system - 2 bays + extensions
Underfloor exhaust system - 2 bays
Trench drains & floor pitched to drains
Provide vehicle connection to vehicle storage
H & C water & slop sink 1.-;.15S
7 10045
I
I Clock .
Telephone
I Infrared heat - wood heating system add alternate
Opening windows & skylight
~ Handwash & air dryer
OH doors - radio controlled - 6 controllers
Flammable storage cabinet - gallons
PRV exhaust system - 2 x 5000 CFM
! Parts washer - by Owner
Wood burner auxiliary heater
I 6. Parts Storage 16 x 24 389
Telephone
Clock
I Desk & chair by Owner
Steel shelving
110 V. Elec.
, Window to shop area
ij Forced air
.
! 7. Restrooms - 2
Maintenance free walls and floor
1 stool, 2 urinals, 2 lavs & 1 shower - Men 12x15 180
tr 1 stool & 1 lav - Womens 7 x 10 70 .
'.I Toilet Accessories
Forced air heat
I Air
8. Woodworking Room - Parks 16 x 20 320
! Work bench by Owner
Fluorescent lighting
110 x 220V elec.
I Slop sink
Dust exhaust system
Forced air heat
~ OH delivery door or 8'-4" x 8'-0"
insul. metal door to outside
, 9. Sign Shop 16 x 20 320
Fluorescent lighting
110 & 220V. elec.
1 Racking by Owner
Forced air heat
Provide second floor storage
J Street barricades, etc.
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8
10045
10. Tempered Vehicle Storage
6 - 5 yard trucks @ 14W x 35L 2,940
1 - sweeper@ 14W x 20L 280
2 - tractor w/loader/backhoe @ 10 x 20L 200
6 - garden tractor/mower/blowers@ 6' x 10'
or 1 trailer 12' W x 30'L 360
1 - pavement roller 8'W x 10'L 80
1 - sewer rodder @ 12'W x 20'L 240
6 - pickup trucks @ 10' x 20' 200
2 - 1 ton trucks @ 10' x 20' 200
1 - van truck@ 10' x 20' 200
1 - bucket truck @ 12 x 30 360
1 - jet machine
1 -loader - 10'W x 20' L 200
1 - grader w/plow - 12'W x 35'L 420
1 - Vac All @ 12'W x 30'L 360
1 - compressor BW x 12L 96
- water truck 12 x 20 240
- Miscellaneous-mowers/blowers, etc. 20 x 40 800
6,376*
. Does not include drive area
11 0 & 220 elec.
Infrared heat + code ventilation
Cold water, trench drains
Sander holder on wall
PRV exhaust system 2 x 5000 CFM
18 x 14 OH doors - radio controlled
Skylighting, translucent wall panels
Provide for future pre-fab storage mezzanine
over pick-up parking, incl. structure for
1/ton trolley hoist
Paint lines for parking areas
11. Salt/Sand Storage - 800 cu.yds. 40 x 60 2,400
Lighting
Future hopper/conveyor system
Roof height bottom @ 15' minimum
Corrosion resistant construction
12. Salt Storage - 1 00 yards 15' x 20' 300
Lighting
Corrosion resistant construction
Roof and door (?)
Roof height bottom @ 15' min.
9
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10045
13. General
All OH & man. doors to be protected w/6" bollards
Unified exterior image
.
14. Fueling Area
Locate for ease of access
Re-use 1000 gal. fuel oil tank
Remove 2000 gal. gasoline tank - install new 1000 gal.gasoline tank.
Re-use pumps
Provide above grade supports and dikes for two tanks - heater for diesel
Canopy above pump area
Provide card reader system/card/vehicle
15. A. Office Area
Remodel to increase efficiency
HDCP toilet
B. Water Dept.
Open north wall if possible
16. Site
A. Site Screening
Provide landscape plan for implementation by Owner
Fencing of site by Owner
B. Recycling Area - Scrap Iron - 20 x 20 fenced
Compost - 20 cu.yds. - Wood containment walls - public access after hours
Wood Chip Area - 20 cu.yds. - Wood containment walls - public access
after hours
.
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10
10045
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PUBLIC WORKS FRONT OFFICE RECEPTION AREA
(DARK PANELING - POOR VENTILATION - CROWDED CONDITIONS)
(3 SECRETARIES SHARE AREA)
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EXISTING LIGHTING
(VERY POOR)
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FILE AREA TOO CROWDED
(IT INTERRUPTS P.W. DIRECTOR WHEN FILING)
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STREET SUPERINTENDENT WORKSTATION
(NO PRIVACY OR ROOM FOR EMPLOYEE CON~ERENCES)
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WATER & SEWER SUPERINTENDENT WORK STATION
(CROWDED CONDITIONS - NO PRIVACY FOR EMPLOYEE CONFERENCES)
.
THERE IS A SEPARATE HEATING/AIR
CONDITIONING UNIT FOR THIS AREA. IT DOES
NOT WORK WELL DUE TO THE CROWDED
CONDITIONS AND ITEMS STACKED IN FRONT OF
THE UNIT.
.
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PARK SUPERINTENDENT WORK STATION
(CROWDED CONDITIONS - NO PRIVACY FOR EMPLOYEE CONFERENCES)
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Council Agenda - 6/13/05
13. Consideration of Replacement of John Deere Skid Steer Loader.(lS.)
A. REFERENCE AND BACKGROUND:
The Public Works Department has been proposing to replace the existing 1997 model 8875 John Deere
Skid Loader since 2004when an amount of$42,000 was placed in the 2005 budget for the purchase of the
new skid steer loader. Typically, the skid loader would be ordered after approval of the 2005 budget in
December 2004, however, with the new council coming on and the freeze on spending the skid steer was
not and has not been ordered. In addition, we also placed a similar amount of money in the 2005
Wastewater Treatment Plant budget to purchase a skid steer loader for down there as they have no
equipment for unloading freight as it comes in or moving materials and equipment from building to
building throughout the facility. The only lifting device they have is the cable boom on the back of the
pick up.
The thought last year was if the John Deere was still in fairly decent condition, we would use it at the
treatment plant and put off buying a new unit for down there. We probably kept this John Deere a little
longer than we should have. In early December, 2004, the main drive hydraulics failed on the skid steer.
Due to the complicated nature of the New Holland/John Deere construction the repairs were beyond the
scope of our mechanic and the unit was sent to Scharber and Son's for repair. The repair bill in December
was $5,203. The total hydraulic system failed in late March of 2005 and again the unit was sent to
Scharber and Son's for repairs. This time it was a simple repair as far as the part. The main coupler had
failed between the motor and the hydraulic system, however, due to the complicated nature to get at some
ofthis equipment to repair it, the bill again was $1,765. We have spent $7,000 in repairs on this machine
which has a value of approximately $11,000. The machine has 2,000 hours on it and although wom, it
should survive a while if not used on a daily basis. Hopefully no more major repairs are needed and the
unit will last several years at the treatment plant.
Included with the supporting data is a copy of the State bid from St. Joseph Equipment for a new Case skid
steer, also there are copies ofthe evaluation forms of varies equipment operators trying out both a Bobcat
and a Case skid steer. I've also included an explanation ofthe additional options on the equipment above
the bare unit. We also obtained a bid from Truman and Welters of Buffalo to verify the state bid was lower
than an area dealer. Based on all of the above information, the following are the alternatives.
B. ALTERNATIVE ACTIONS:
1. The first alternative would be to authorize the purchase of a new 2005 Case 450 Skid Steer loader
based upon the state bid from St. Joseph equipment, without a trade, for $3 5,721.17 which includes
state sales tax. This would also include the purchase of a jack hammer and a asphalt cutter
attachment for the unit, also from St. Joseph equipment for $7,916.15. Furthermore, the used John
DeerelNew Holland skid steer would be sent to the Wastewater Treatment plant to be used there
with a transfer of$11,300 from the Sewer fund to the General fund to cover the value of the used
piece of equipment transferring into an enterprise fund. Finally, this would include the purclJf.se
ofa snow bucket and a set of pallet forks for the used skid steer from St. Joseph equipment t6 be
used at the Wastewater Treatment plant for the amount of $2,628.42.
13 -1105
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VEHICLE REPLACEMENT POLICY PROPOSAL
PUBLIC WORKS DEPARTMENT
January 21, 2005
The purpose of the guidelines is to create a means by which the department can efficiently evaluate the
replacement ofthe departments equipment.
The goal is to maintain all equipment in good/safe/efficient operating condition and replace equipment
before it becomes a detriment or safety problem for the city.
PROPOSAL:
. All equipment will be evaluated at least two years before a possible replacement year. This will
allow us to plan ahead for future budgets and will give the city the flexibility of delaying replacement
of equipment if necessary.
. Pickups (Y2 ton, 3/4 ton and 1 tons) and light duty trucks are evaluated after 8 years of service for
expected replacement at age 10 to 12 years. This includes a vehicle inspection by the city's
mechanic or a reliable dealership, a trade in value of the vehicle is determined, and an estimate of
how much longer the vehicle will perform efficient service for the city. This will help decide when
it will be most cost efficient to replace the vehicle. The vehicle will be inspected and evaluated
every two years after the initial eight year inspection.
.
Other smaller motorized equipment such as tractors, skid steers, lawn mowers, etc. will be assessed
after 5 years and every two years after the initial inspection, with expected replacement at age 7 to
9 years.
. Attachments will be assessed annually as to usage, wear, safety, and performance.
. If any piece of equipment is found to have possible safety issues or excessive miles/hour associated
with operation, that piece of equipment will have first priority for replacement.
. Each year at the departmental budget meetings the replacement schedule will be re-evaluated and
shared with other departments. The equipment replacement priority list will be determined at that
time.
. Additional new equipment purchases will be done when it has been shown that departmental
inefficiencies are occurring due to lack of equipment or that the cities public service needs are being
negatively affected.
. Compact 4 x 4 pickups commonly used for off road construction inspection will be evaluated after
6 years with possible replacement at 8 years.
.
The city will attempt to sell all vehicles and equipment outright through a bid process once trade-in
values are known.
F:\ADt.IIINlWoIcPnx:IPOLlaES\VetideRaplacemenlPoicyPrwosal2005.wpd: 2f10i05
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· Projected growth may require keeping better trade-ins for backup use or transportation service.
..
Large dump trucks: evaluated at 10 years of age for replacement at 12 or 14 years.
· Small loaders (non skid steer): evaluated at 8 years of age with replacement at 10 to 12 years.
· Large loaders: evaluated at 10 years of age with replacement at 12 to 16 years.
· Motor grader: continue to buy late model used; evaluate at 18 years of age with replacement at 20
to 22 years.
· All trailers: inspect yearly with replacement as needed.
· Specialized equipment: Inspect yearly with replacement as needed.
..
· Vac-Con sewer cleaner: Evaluate yearly with estimated replacement at 12 - 16 years.
Also other wastewater treatment plant heavy duty rolling stock such as trucks, trailers and
applicators.
.
F:IAO'-lIN\WordProo\POUCIES\VehidBR&pIaoownenIPollCl'/Pr1:>;1068I2OO!i.\.~xt 2110105
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JUN-08-2005 15:08
\ -
ST JOSEPH EQUIPMENT
763 262 4251
P.02/03
"(')IS~,,,,-
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Quotation
EQUIPM.E,NT,
ELK RIVER
16200 HWY 10 NW
ELK RIVER, MN 55330
Phone:783-2e2-4474
Fax:783-262-4251
DATE 2/18/05
Quotation 1#
cuetomer to
City of MonticellO
Tom Moores
505 Walnut Sf. Suite 1
Monticello, Mo. 55303
Quote wild for 30 da)f$
Prepared by:
SOt Greeley
SaIN RepresenlltJve
Mobile: 812-868-3062
Reference:
Quantity De8crtPtlon . Total
1 We are pleased to quote (1) 2005 Case 450 Skkl Steer
per MN.-DOT Slate Bid, Contract # pending. 524,710.00
2.0'1- Handles, for 2-speed, aux., ride control. $202.00
2.09 - SU$pension seal. $187.00
2.13. service M8Ilual. $470.00
2.15 - Cab, Heat, Air conditioning. 52,841.00
2.18 - Master Disconnect & Remote Jump Tetn'linals. $132.00
2.19 . Heavy Out)' Rear Door. $137.00
2.20 . Case Drain Plumbing. $91.00
2.22 . electric Auxllary Control. $196.00
2.23 - Auxilary FfllIll E1ecITIc Controls. $83.00
2.25 - HI.F1ow Hydraulics. $1,752.00
2.28 . Rotating Beacon. $92,00
2.29 - Ride Control. $358.00
2.3,1- Two Speed DrIve Motors. $701,00
(rzJ'l 3.01 tncll Dirt Bucket. $672.00
4.02 -12.00x16.5 Galaxy King Kong Tires. $435.00
4.06 . Spare TII'e & Rim. $320.00
If you have any questions conceming this quotation, plEllISe contact me at the number noted aboVe.
Approved By:
Date:
THANK YOU FOR YOUR BUStNt!S$1
\'5_\10
JUN-08-2005 15:08
.
.
,\C$lS.t,fA
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IE Q II i P'M E N Ti
City of Monticello
Tom Moores
505 Walnut St Suite 1
Monticello, Mn. 55303
Phone
Reference:
ST JOSEPH EQUIPMENT
I!!LK RIVER
182Ol1 HWY 1D NW
ELK RIVER, MN 55330
Phone,783-282-4474
Fax:783-282-4251
763 262 4251 P.03/03
Quotation
DATE 618105
Quotation i#
Customer ID
Quote valid for 30 days
Pnipared by:
Bill Greeley
Sales Represenatlve
MobHe: 612-86f.;3DS2
Quantity D881:r1pt1on Total
20.02- Base Wananty, plus 3-yeer/3000 hr.
powertraln wammty. (3- total years Of warranty.) $362.00
Quoted pIlces exclude llpplleabll! tax's.
TnIde, 1997 New Holland LX8875 Skid Steer ($11.300.00)
SIN MOS875X030Q44.
\..>.4 <~ \.... '\"(\1'\0 ~ TOTAL $22,U1.00
- - " flo"1-
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.
~ .47
If you have Ilny quesllons concerning this quotation, please contact me III tile numtler noted a , 2. ?::',t.~ -
Approved By:
.
Dille:
THANK YOU FOR YOUR BUSINesSI
..,.
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TOTAL P.03
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/450
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CASE
.
PROFESSIDNAl PARTHE.R
SKID STEER
TIER II CERTIFIED
ENGINE
Model
Case Family III 445T/M2 diesel, Tier 11 certified
Type 4-stroke, turbocharged
Cylinders 4
Bore/Stroke 4.1 x 5.2 in
(104 x 132 mm)
Displacement 274 in~ (4.5 L)
Fuel injection
Fuel
Fuel fitter
Air intake
Cooling
Engine speeds (rpm)
High idle - no load
Rated - full load
Low idle
Direct
#2 Diesel
In-line strainer
Cross-flow
Liquid
2480+50
2300
1 050+50
.
Horsepower per SA::: J1349
Gross 88 (65.7 kW) @ 2300 rpm
Net 82 (61.2 kW) @ 2300 rpm
Peak torque
@1400 rpm
263 lb.ft (356 [\!-m)
ENGINE COOLING
Radiator
COre type
Core size area
Rows of tubes
Cap pressure
Fan
Diameter
Ratio
Water pump
Style
Flow
Square wave serpentine
449 in2 (.29 m2)
5
13 psi (89.6 kPa)
18.9 In (480 mm)
1.1:1
Integral
48 9pm (162 Umin)
Engine lubrication
Pump
Deep sump with plate
cooler and pressurized
under-piston nozzles
Pump operating angle ratings
Side- to-side
Fore and aft
Oil filtration
Rated 35"
Rated 35"
Replaceable,
full-flow cartridge
.
POWERTRAIN
Drive pump
Tandem, axial piston hydrostatic transmission
with integral charge pump driven directly off
engine flywheel
Pump to engine ratio 1.2:1
Displacement 0 to 2.81 in3 (46 cc)
Pump flow @ rated rpm 33.6 gpm
(127 Umln)
Bi-directional
360 psi (24 bar)
5000 psi (345 ba~
Flow
Charge pressure
System relief
Controls
SeIVo
Drive motors Fixed displacement
radial piston
Maximum displacement 45.8 in3
(750 cc)
Speed @ rated engine rpm
@ max displacement
Torque @ max displacement
and relief pressure
180 rpm
Travel
2,733 Ib.ft
(3,705 N.m)
High/low
trigger.button ::::omroi
Low Sp-9SC
o - 6.7 mph
(10.7 kmh)
0- 12.3 mph
(19.8 kmh)
Hgh speed (optiona~
Final drive
Single-reduction
chain drive
Drive chain
Size
Tensile strength
ASA#120HS
41,0001b
(182,384 N)
Axles
One-piece, forged induction-hardened high
carbon steel
Max torque @ rated rpm
Diameter
Length
6,681Ib.ft
(9,058 N'm)
2.5 in (63.5 mm)
14.76 in (375 mm)
Parking brakes
Spring-applied, hydraulic release
Capacity 3,969 Ib,ft (5,378 N'm)
(at the axle shaft)
Engagement
Depress on/off brake button, raise seat bar,
get off seat. or stop engine
Page 1 of 4
HYDRAULIC SYSTEM
Standard equipment
pump Gear pump
Displacement 1.94 ln3/rev (32 cc)
Pump flow @ rated engine rpm
Total 22.1 gpm (83.9 Umin)
Optional high flow @
rated engine rpm
Total 37.2 gpm (140.6 Umin)
Loader control valve
3-spool open-center series wtth power
beyond port
Relief pressure 3000 psi
(207 bar)
Port relief pressures
#1 A Lower
#1 BRaise
#2A Rollback
#28 Dump
Hydraulic lines
Tubing
Loop hoses
3800 psi (262 bar)
3800 psi (262 bar)
3800 pSi (262 bar)
3100 psi (214 bar)
37" JIC Flare
SAE 100 R12
Hydraulic oil cooler
Core type Two row in-line
Hydraulic filter
6-micron spin-on replaceable element on the
return line with warning indicator
l3 - yj d,
CYLINDERS
Lift cylinder SERVICE CAPACITIES
Bore diameter 2.25 in (57 mm) Fuel tank 20.7 gal (78.3 L)
Rod diameter 1.75 in (44.4 mm) Engine oil w/filter 3.2 gal (12 L)
Stroke 38.2 in (970 mm) Engnecoonng ;ystem 18 qt(17L)
Closed length 52.0 in (1.32 m) FlywheeVsplitter geart:ox 2.1 qt (2 L)
Bucket cylinder Hydraulic system
Bore diameter 2.5 in (63.5 mm) Reservoir 6.5 gal (24.5 L)
Rod diameter 1.5 in (38.1 mm) Total 17.0 gal (64.3 L)
Stroke 20.9 in (530 mm)
Closed length 47.4 in (1.2 m) Chain tankS (per side) 8 qt (7.6 L)
INSTRUMENTATION
OPERATOR ENVIRONMENT
.
Battery Voltage
LCD hourmeter
Fuel level LED bar graph
Warning lights
Fuel level
Engine preheat
Engine coolant temperature
Engine oil pressure
Air cleaner restriction
Hydraulic charge pressure
Hydraulic filter restriction
Hydraulic oil temperature
Parking brake
Seat belt reminder
Warning alarms
Engine coolant temperature
Engine oil pressure
Hydraulic oil temperature
Hydraulic charge pressure
Seat belt reminder
No-tool tilt ROPs/FOPS canopy w/side screens
Water-shedding vinyl seat
Seat presence switch
2 in (51 mm) retractable seat belt
Restraint bar wlintegral armrests
I wo adjustable, hands~only control levers
Hand and foot throttles
Loader control lockout. system
Rear window w/escape provision
Front and rear halogen floodlights
Floor cleanout panel
ELECTRICAL SYSTEM
Alternator
Starter
95 amp
2.7 kW
.
Battery
12-volt low-maintenance 850 cold-cranking
amps@00F(-18C)
OPERATING WEIGHTS
Unit equipped with 12 x 16.5 tires, 73 in
(1.85 m) dirt bucket, mechanical attachment
coupler, full fuel 8.830 Ib (4005 kg)
Add-on weights
Side cab glass
Lexan@ door
Glass door w/wiper
Heater
Suspension seat
High flow auxiliary
hydraulics
Hydraulic attachment
coupler
Counterweight
'-
+70 Ib (32 kg)
+70 Ib (32 kg)
+77 Ib (935 kg)
+60 Ib (27 kg)
+10 Ib (4.5 kg)
269 Ib (122 kg)
+38 Ib (17 kg)
+875 Ib (387 kg)
TIRE SiEt..!ECTlON
Wiath
Ply Tread Tire Over Tire
Size Ratinq Depth Widtll Tires Weiqht"
Solideal Hauler SKS 12.00 x 16.5 10 0.75 in 13.1 in 72 in 741b
(19mm) (333 mm) (1.83m) (33.6 kg)
Galaxy Beefy Baby II 12.00 x 16.5 10 0.75 in 12.3 in 72 in 61 Ib
(19mm) (312 mm) (1.83 m) (36.7 kg)
Galaxy Hulk 12.00 x 16.5 12 0.81 in 12.3 in 72 in 100lb
(21 mm) (312 mm) (1.83 m) (45.3 kg)
Galaxy King Kong 12.00 x 16.5 10 1.25 in 10.2 in 72 in 961b
(32mm) (259 mm) (1.83 m) (43.5 kg)
Galaxy Bulky Hulk 33/15.50 x 16.5 14 0.81 in 16.7 in 80io 1241b
(21 mm) (424 mm) (2.03m) (56.2 kg)
Case Steel Tracks 12.00 x 16.5 NA 1.4 int 14.7 iOe! 78 in 959 Ib
(36mm) (373 mm) (1.98 m) (435.0 kg)
NOTE: '7i;e weight oDes not include wheel weight. tEquals grouser depth. 0Equals track width.
.
450 Page 2 of 4
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DIMENSIONS PERFORMANCE SPECS
A. Overall operating height Operating load 2,450 Ib (1111 kg)
Dirt bucket 150.3 in (3.82 m) w/counterweight 2.910 Ib (1320 kg)
Light material bucket 158.9 in (4.04 m) Tipping load 4,900 Ib.l2223 kg)
Height to~ w/counterweight 5,820 Ib (2640 kg)
B. Bucket hinge pin 124.5 in (3.16 m)
C. Top of rollover protective structure 80 in (2.03 m) Breakout force
D, Bottom of level bucket. loader arm fully raised 116.5 in (2.96 m) Lift 5,290 Ibf
Overall length (23 531 N)
E. w/o attachment w/coupler 108.7 in (2.77 m) Bucket 6,200 Ibf
F. wJdjrt bucket on ground 140.8 in (3.59 m) (27 578 N)
eF. w/light material bucket on ground 148.5 in (3.79 m) Dig depth
G, Dump angle at maximum height w/bucket fiat 0.24 in (6 mm)
Dirt bucket 400 Cycle time
Light material bucket 35"
H, Dump height - loader arm fully raised Raise 3.14 seconds
Dirt bucket 94,5 in (2.40 m) Lower 2.44 seconds
Light material bucket 93.0 in (2.36 m) Dump 1 .14 seconds
J, Reach - loader arm fully raised Rollback .99 seconds
Dirt bucket 26.7 in (678 mm) NOTE: SAE rated lift capacities. Cycle time
Light material bucket 35.3 in (896 mm) measured with rated load In bucket.
Maximum attachment rollback OPTIONAL BUCKETS
K. Bucket on ground 300 Heaped
L. Bucket at fulf height 550 Type Width Weight Capacity
inch (m) Ib (kg) ft. (m')
M. Wheelbase 46.06 in (1.17 m) Dirt 73 553 16.8
Ground clearance (1.9) (251) (.48)
O. Bottom of chain case 9.1 in (231 mm) 84 593 19
P. Bottom of belly pan 11 in (279 mm) (2.1) (269) (.54)
P. Bottom of ootional counterweight 9.1 in (231 mm) HD Dirt 73 621 16.8
(1.9) (282) (.48)
a. Angle of departure 280 84 676 19
Clearance circle front (2.1) (307) (.54)
R. less bucket 54.5 in (1.36 m) Utility 73 628 22.4
S. w/73 in (1.85 m) dirt bucket on ground 84.3 in (2.14 m) (1.9) (285) (.63)
S. w/84 in (2.08 m) dirt bucket on ground 86.3 in (2.1 g m) 84 674 25.3
S. w/84 in (2.08 m) light material bucket on ground 93.3 in (2.37 m) (2.1) (306) (.72)
T. Clearance circle rear 62.2 in (1.58 m) HD utility 73 696 22.4
(1.9) (316) (.63)
V, Tread width, centerline to centerline 64.5 in (1.64 m) 84 758 25.3
NOTE: 'Equipped with 12 x -:6.5 tires. (2.1) (344) (.72)
. Ught
Material 82 584 32.5
(2.1) (265) (.92)
450 Page 3 of 4
1 3 - \l \.\
..
STANDARD EQUIPIIIIENT
OPERATOR'S COMPARTMENT
. ROPSIFOPS canopy w/side screens
No-tools tm ROPSlFOPS
Instrument panels
Water-shedding vinyl seat
2 in (51 mm) retractable seat belt
Hand & foot throttles
Ergonomic hand controls
Seat bar w/integral arm rests
Loader control lockout system
Electric brake control
Rear window w/emergency
escape feature
Floor cleanout panel
LOADER
Radial lift linkage
Mechanical two-way self-leveling linkage
Power Cycle bucket linkage
Mechanical attachment coupler
.
OPTIONAL EQUIPMENT
OPERATOR'S COMPARTMENT
Vinyl suspension seat w/2 in (51 mm)
retractable seat belt
Vinyl suspension seat wi 3 in \.76 mm)
retractable seat belt
Electric auxiliary hydraulic control
Glass front door w/wiper & washer
8IJding side windows
Air conditioning
Heater (deluxe)
Accessory power outlet
Floor mat w/footrests
Headliner
ENGINE
Case Family Jt! 445T/M2 diesel
Tier II Certified
Integral engine oil cooling
Fuel filter w/water trap
Dual element air cleaner
95 amp alternator
850 CCA 12-volt battery
Heavy-duty radiator
POWERTRAlN
Hydrostatic four wheel drive
Servo controls
ASA #120HS drive chain
SAHR disc parking brakes
LOADER
Auxiliary front electric control
Ride Control
Hydraulic attachment coupler
HYDRAULICS
Auxiliary high-flow 3000 psi
(207 bar) - 37.2 gpm (140.6 L/minJ
Attachment case drain plumbing
Electronically controlled auxiliary hydraulics
Second auxiliary hydraulics
ENGINE
Coolant block heater
Grid heater
NOTE All specifications are stated in accordance with SAE Standards or Recommended Practices,
where applicable.
NOTE: All engines meet current EPA emissions requirements.
IMPORTANT: CNH America LLC reserves the right to change these specifications without notice and
without incurring any obligation relating to such change. CNH America LLC does not warrant the
safety or reliability of attachments from other manufacturers.
Case is a registered trademark of CNH America LLC. Any tiademarks referred to herein, in association with goods
. and/or services of companies other than CNH America LLC, are the property of those respective companies.
HYDRAU LI CS
Auxiliary hydraulics 3000 psi
(207 bar) - 22.1 gpm (83.9 Umin).
Auxiliary interlock system
Loader arm mounted ISO flat face hydraulic
Quick connectors
Loader function lockout system
Loader Ifft lockout override
3-spoolloader control valve
Heavy-duty oil cooler
Loader arm float position
OTHER
Integral bumper counterweight
Lockable service access hood
Single-point daily servicing
Halogen lights, 2-front, 1-rear
Rear taillights
Options harness
OTHER
2-speed ground drive
Backup alarm and horn package
Rotating beacon
875 Ib (397 kg) counterweight
Lift hooks
D:-awbar
Heavy-cluty rear door
Special paint
Language decals
Factory-installed tires - see page 2
Buckets - see page 3
Bolt-on spill guards
Bolt-on cutting edges
42 in (1.07 m)/48 in (1.22 m) pallet forks
Jump start terminals/battery disconnect switch
Steel tracks
CASE
PROFESSIONAL PARTNER
WWw.cas&ce.com
~;H CASE rs h EflAND 00: CNH.
. ... {:, GI..OeAl. w::A05R IN CO~STR:U:::TlON 5QU'I~M5;r..T, A.GRICUL.TURAL eQUiPMENT A.ND !="INANC1AL. SE~Vlces.
Form No. CCE1200517
Replaces form no. CCE521 0403
Printed i.., U.S.A.
@ 2005 CNH America LLC
All Rights Reserved
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CIMA Tested Flow
Rate GPM ILPMJ
CIMA Tested Supply
Une Pressure PSI (Be)
Weight lbs. (kg)'
length In. (mm)'
Adjustable BPM
Acceptable GPM
Range (lPM)
Acceptable PSI
Range (Be)
85 dBIA) @:
Data
Pending .
Data
Pending
145 (66)
37 (940)
700 - 1,500
2.5 - 5.3
(9 - 20)
1,425 - 1,700
(108 - 120)
8.96
(33.92)
1,976.86
1136.30)
190 (132)
49.5 (1,255)
1,200
6.5 - 10.5
(25 - 40)
1,450/2,030
(100/140)
n/a
n/a
Working Steel
Diameter in. :'C1m}
2 :521
1.5 (36)
;Jsable Vv'orking
Steel In. (mm')
6.75 ':171.51
7.51:190.5;.
Rec:Jmmended
Carrier in tons
75 - '.58
2.75 - 3.75
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" ..'300-'J2J- J C' i:) i,"Nest C,)ost)
Kent F S.erie5:
KHB-1G, KF-3(Qt) (55)
and KF-4(Qt) (55)
Leading the innovative F-Series are hammers
designed tor use on mini-excavators, skid steer
loaders and rubber-tired backhoes. A 20% to 30%
increase in impact energy over previous models is
acnieved by utilizing a larger piston. Our Ot version
features a unique one-piece bracket design which
reduces noise levels making ihem the perfect
choice for use in City environments. These
hammers are ideally suited for concrete demolition.
road repair and site preparation. Models KF-30t
and 40t feature no back head charging for ease of
maintenance and through bolt design with large
"CD" threads for added strength.
1,976.86U 1 ,976.86"
1136.30) (136JO)
550 (249.5) 360 (164) 390 (177) 640 (290) 775 (352)
58.5 (1,4$5) 56.5 (1,435) 52.5 (1,335) 61 (1,550) 60.13 (1 ,527)
1,200 1,200 1,000 1.000 1,000
6.5 - 10,5 6.5 - 10.5 8.5 - 13 8.5 - 13 8.5 - 13
(25 - 40) (25 - 40) (32 - 48) (32 - 48) (32 - 48)
1,450/2,030 1,450/2,030 1,450/2,030 1,450/2,030 1,450/2,030
(100/140) (100/140) (100/140) (100/140) (100/140)
nla 8 - meters n/a nla 9 - meters
2 (52;, 2152) 2.38 (601 2.38 (60) 2.38 (60)
7.511905) 7.5 {190,5} 8.512161 8.5 (216) 8.5 (216)
2.75 - 3.75 2.75 - 17S 3.75 - 5.00 3.75 - 5.00 3.75 ~ ~.OO
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Quotation
ELK RIVER
16200 HWY 10 NW
ELK RIVER, MN 55330
Phone: 763-262-44 7 4
Fax:763-262-4251
DATE 6/8/05
Quotation #
Customer ID
E-()t'~PMF.f~T'
City of Monticello
Tom Moores
505 Walnut St. Suite 1
Monticello, Mn, 55303
Quote valid for 30 days
Prepared by:
Bill Greeley
Sales Represenative
Mobile: 612-865-3052
Reference:
N\'C~\C~ N'>~~~
'P-OfV' N~ ,~~ 1)=:0,,", QO(l\.:......tA>......\'"C ff(ill\!P-
Quantity Description Total
1 We are pleased to quote (1) new Kent KF4QT $6,682.00
hydraulic hammer with moil point bit.
1 Asphalt cutter, cross or in line. $751.00
sub total $7,433.00
sales tax $483.15
TOTAL $7,916.15
If you have any questions concerning this quotation, please contact me at the number noted above.
Approved By:
Date:
THANK YOU FOR YOUR BUSINESSI
\ ~_\.~O
.
Salesperson: Dave Borg
Quote/Order: Quote
Date: 06-07-05
Confirmed: 00/00/00
P.O: City of Monticello
Name: Tom Moores
Phone: 763-295-3170
Fax: 763-271-3272 Delivery time: 6-8 weeks
Terms: P.O. Net 30
"""'JRUEMAN
VlrELTE~S
1600 Hwy 55 E Buffalo MN 55313
Phone # 763-682-2200
Fax # 763-682-6141
Emait - dborg@Welters.net
Trueman-Welters Basic Unit(Above)
& Requested Options Sale Price including Delivery:
Sales Tax:
Total City of Monticello Investment (with No Trade~
'" ~~
\\, eJ<
~~~ Q.f
~~~
Model
Case 450 Skid Loader
Engine:
Number of Cylinders:
Couplers:
Wheels & Tires:
Requested Options:
Controls/Handles:
..-.
Operator Seats:
Manuals:
Cab:
.
Wheels & Tires(set of 4):
Extra Wheel & Tire:
Master Disconnect:
Rear Door:
Attach. Drain Plumbing:
Elect. Aux. Controls:
Aux. Front Electric Contr.
Hi-Flow Hydraulics:
Rotating Beacon:
Ride Control:
Drive Motors:
Dirt Bucket:
Warranty:
Extended Warranty:
~
"
DescriDtion
B Unit: Case 400 Series Skid Steer Loader $
Diesel, 445/M2 SAE 82 Net HP
4
B Manual - Standard
BG 12.00 x 16.5 10PR Hauler SKS
Total List Price: $
Trueman-Welters Government Discount:
Sub Total, Basic Unit: $
List Pricina
33,750.00
$0.00
$0.00
$0.00
$1,213.00
34,963.00
($10,521.00)
24,442.00
G Left-Two Speed, Auxiliary Hydraulics
Right - Aux front Electric, Ride control & Alarm Package(AP)
F Seat, suspension(vinyl) wl2" retractable seat belt
Service Manuals
D CabIFOPS, Delux HeaUAir conditioning, includes
sound pads, front door, top and side windows
BK 12.00 x 16.5 10PR Galaxy "King Kong"
12.00 x 16.5 10PR Galaxy "King Kong"
BS Disconnect Battery Switch & Jump Start Terminal
DA Rear Door, Heavy Duty
DC Attachment Case Drain Plumbing
EH Electric auxiliary hydraulic control(requires handle
FE Auxiliary front electric controls (requires Handle)
HH Hi-flow Hydraulics, bi-direclional, gear system
RB Beacon, rotating
RC Ride Control, requires Handle
ST Two-speed drive Motors, requires Handle
D 73 Inch, 12.9 cu ft struck, 16.6 cu ft heaped
wi pre-<lrilled culling edge holes
1 yr standard Warranty, engine 2 years, 2000 hours
3 year, 36 mo.l30oo hours Powertrain Warranty
does not cover the Pl. Hydraulics
Sub Total of Requested Options:
$200.00
$185.00
$470.00
$2.600.00
$425.00
$320.00
$130.00
$135.00
$90.00
$195.00
$83.00
$1,725.00
$90.00
$350.00
$690.00
$660.00
$0.00
$762.00
$0.00
$9,110.00
$33,552.00
$2,180.88
$35,732.88
\~-'\'fS"{
.
.
.
Possible Options:
Headliner for FOPS
Block Heater:
Bolt-on Cutting Edge
Extended Warranty:
LH Headliner for FOPS (requires seal strips)
TZ Block Heater, 120V
73" Boll-on Cutting Edge
3 year, 36 month lor 3000 hour Powertrain
and P1. Hydraulics
$
$
$
$
With Trade of John Deere 8875 Skid Loader:
Trueman-Welters Sale Price of Case 450 Skid Loader (Above):
Sale Price Including Trade of John Deere 8875 Skid Loader:
Sales Tax:
Tolal City of Monticello Investment (with Trade):
Approve here to accepl order
Date
65.00
33.00
135.00
1,328.00
$33,705.00
$24,205.00
$1 57 .33
$25,778.33
Thanke Again: David
\~_\'8~
.
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----
.
.
CASE
450
ENGINE:
Case Family III 445T/M2 water cooled diesel engine
274 CID (4.5 L)
Tier II emission certified
Horsepower:
-Gross 88
- Nel 82
95 amp alternator
Air cleaner - dual element
Anti-freeze solution to _340 F
Fuel tank -24.7 gal. (U.S.)
Integral engine oil cooling
Piston Oil Cooling
Spark Arresting Muffler
DRIVE:
Servo controlled hydrostatic four wheel drive
Dynamic braking
SAHR disc parking brake
ASA #120 drive chain
HYDRAULICS:
6 micron oil filtration system
3 spool loader control valve with dust boots
Auxiliary hydraulics Pedal Actuated:
loader arm mounted with ISO specification flat face
couplers
Heavy Duty hydraulic oil cooler
Loader arm float position
Auxiliary loader function lockout system
Loader lift lockout override
OPERATORS PROTECTIVE STRUCTURE:
ROPS/FOPS canopy with side screens
Controllockoul system
"No tools" tilt RaPS/FOPS system
Electric brake control
oat thr ttle
an t rattle
Low effort ergonomic hand controls
Operators compartment floor c1eanout
Rear window with escape
Padded seat bar with integral arm rests
Seat, vinyl with 2" retractable seat belt
LOADER:
Mechanical attachment coupler
Radial arm geometry
Loader lift arm support strut
Mechanical bucket Self leveling (two-way)
Power cycle bucket linkage
SAE Operating Load: 2450 Ibs.
Tipping load: 4900 Ibs.
OTHER STANDARD FEATURES:
Counterweight, bumper
Lights - 2 front, 1 rear flood (halogen)
Service access hood, lockable
Single point daily service
Taillights
Options Harness
INSTRUMENTATION:
Indicators:
Banery voltage
Hourmeter, LCD
Fuel level
Warning lights:
Air cleaner restriction
Hydraulic filter restriction
Parking brake
Warning lights & alarm:
Engine coolant temperature
Engine oil pressure
Hydraulic oil temperature
Seat belt reminder
Transmission charge pressure
Printed in USA
SL-51
PL-200 SL R02 10-JAN-05
1~-1%3
.
.
.
JOHN DEERE SKID STEER
J s.. / ~ L-)
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c..3"'75'2
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309
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iDRM 1229 I
"'-'e L\J (0)lll\{L ~+ F( tff~
.
CITY OF MONTICELLO
250 E. Broadway, P.O. Box 1147
Monticello, MN 55362
PURCHASE ORDER
Phone (612) 295-2711
~ .
TO: ,4:T;() , J/I,f;{;:' fSav-pdk
'<:ZSj)lf&4c.fLc Y'SoA7-S I
I 3 7 Z 5 /fJ/);AJ .;s;-:-
Llo~ eF'1S;vlJ0'S'..374-ntJ 4-2-~IC~
N~ 2828
DATE TO Be SHIPPED
AS{1(J
SHIP TO: lit other thaln above ad,*,-,
~i722rJ~:!J;) . ...
,0;; -JT;~c~/J-o f1;;C-?3bL
ReQUISITIONED BY TERMS
SHIP VIA
F.G.B.
o FOR RESALE
o NOT FOR RESALE
. . . ! AJ c'LJ8~ 7::{ J' J~ tJSU:E'/l> -;;)0 f rJ D (: 'elL t:-'
. . uJ~7-(Ftr &^/c'Qu :PrfOF;;~iJSCtv JOE lez.:g 2-
I ..... .CI<.SF;:;jJE/1)CJ()c( 73 )l<41~. SN~~ EJ~i1t.
.'/..... uJc7~ffTKr 4)/1h6Md<'~~ f uJt~;6)ffS
..... .~LVI'\~rJow@i~"J. 7 ~~~ 1+N~l)~~
I 8f H.. 0'NOtJ-lSYCKc"J
.......... .IS\=i'vf .'T0WcMi) u}/r{. G,CO p{t;~<:tY
( Gt1APPl0 IS vcJ)'c'l 0/iU-:s. -I/J.
TAX NUMBER INSTRUCTIONS
1. Plasse SeI'1d copy(s) of your invoice
2. Notify us immBdiate/y il you are unable to ship as specified
I el'77o I"- I:f')
FORM 1229 . t.. ORIGINAL
/ 'Tk(JC)~\ Cr}(/fc3 FoIL .bJou)c!\...,;q q is-
T e purchase order number above must appellr
on all packages, bill of lading, invoices,
packing slips and corrll$POndence.
.
'~US @ (610) 295-3170 THANK YOU'
IF YOU HAVE PROBLEMS WITH THIS TRANSMIS;;~~~ \-<>.s- - . I "5 _ t'if S
,
aIa\ ~CHARBER
W ~ONS Since 1916
~OHN DEERE
~
13725 MAIN ST.
ROGERS, MN 55374
(763) 428-4107
'LAND PRIDE
'FELLING TRAILER
'WOODSMAN
Service Invoice
INVOICE DATE
; BRANCH
INVOICE NO.
,-,
....,.."
;:.:.~ (~DECm;~
01
, i:~ l.j .:}.
SOLD TO:
I CITY OF MOHTICELLO
RTTN: ACCOUNTS PAYABLE
505 WRLHUT STREET, SUITE
110~!1':[CEL..LO, MN 55362
I PAGE
I
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SALE TYPE
CHAf<OF
L
f
~ CUSTOMER NO.
331.JJi:~()
L
-1
JD
9.'3[~:.3
METER
__ 1M"',,, !iI'
f1e)8~~,-~X0309:4A
DATE ORDERED
PURCHASE ORDER NO
NAME
MODEL
EQUIP. NO.
I IHCOMIHG ERT
ENUIRO~~E~nAL FEE
SEG" 01 PR'f J,196~96 l_AB 1,IB3"~~6 i1~3C
I.~)" !i}f}
l4..S0 fO 'r~L 4,995ff12
G< QP A" \ 0...';
OK TO PAY?
Code: ;;d-s# 'Y5"rfi;
Initia'!_,-
.~_. _..._.._.~"" ~-
~ ~S~'~~F~~:'~a~
The Charge Account For RuraL America
TOTAL PARTS
:3 '.t :I. '::If:,." 'J(.
15% RETURN CHARGE ON ALL SPECIAL ORDER PARTS.
ALL PARTS MUST BE RETURNED WITHIN 25 DAYS.
NO RETURNS ON ELECTRICAL ITEMS
[~:;0~
J" ?l:~3,! t::..(,
TOTAL LABOR
MISC. CHARGES
SALES TAX
t l+" ~7.j~c'
;::.~mg" I~J'J
I ~- \ ~ l..
L
PLEASE PAY .
THIS TOTAL
'-:; , :".~ ~"'i ::::.j i::2:j
.,.." Sg:~~~~~
. JOHN DEERE
SOLD TD;
I CITY OF,110KrICU..LO
ATTN. ACCOUNTS PAYABLE
'5(~j~) ll,.f(')L.l-..fIJT ~:~TF'F[T~, \3!JJTF
MON1"[CEl..L..O, ~IN 55362
L
I PURCHASE ORDER NO.
BER
13725 MAIN ST,
ROGERS, MN 55374
(763) 428-4107
'LAND PRIDE
'FELLING TRAILER
'WOODSMAN
Service Invoice
INVOICE DATE
: BRANCH
I
.:~i r ") ::. r~v: .\'
I PAGE
I
S
H
I
P
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o /1
L
SALE TYPE
'; ;,":;.:-
~ CUSTOMER NO.
m(.?71 :!
WORK ORDER NO.
iJ3A3
NAME
.H,
ADJ TRACKING AND CREEP, INSTALL DmJR SWITCH
fRY TO RDJUST CREEP. REMOVED HAND CONrRI)I_~. REPlRCED
'I.'tl~!-I'rlll--' 111 11"ll!) (-qll"(I"f')' ,- "[l'!'!-I -. ,.!\ii.,. ,-"-rl "("'f-n 1'1'1"1'(.'1('"
,', _.~::' ,.\_:l~::_ . ~ "H-. ...-_..,' ,.,....1...':)0 ,\.'. :.1.k,<-~.!f "..~-:...!.!:l"'"-::,,, _.... '1"'," ,)1::.
PI\HJT F"IHIH'; O~I BOTH STN:S" TIUED'.rti!':-ADJllq;r CI'?I:<.T'" HO r;nOl)..
hEPI...ACED !>O[J!': 8IM'If:IL .!II.....r,"'-!)." -TH HYl) P11t'IP':;,
I':EPU,CED FR()j-IT l'lOTOI< l'IOl.lI~ . . :>rnU:'D DI.IT
PAFns.. PE.PL neEI> BOTI'llinyT.> - DRUIH"; [)t,1
FITTINGS" 1...00,jFR CAr... (.mJ,. .11'.. (.HlJUBTFll
_ .."~~J:.wuuj,E'[i_DtW.'hL.._-,Hh~:q;;:1: ' Tflr,PED OFF
HYD (Jrt.""" ., '. ". . -- ----.--..,,,..---
~'-;;
2
!1 GB6 ~:; ~:.17~l.)0 ~.;
A/,Dl-\0
:I. '~)H2t~,.t.,..i~
AE3} 17'7
t{l [i H (:, E. ~:l7 ~:.:l "/ (:':)
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[E.,f.,AI :'\
3.'7E.o.71
:.7.
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1~'+('52H
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OT~3 .,
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The Charge Account For Rural America.
15% RETURN CHARGE ON ALL SPECIAL ORDER PARTS.
ALL PARTS MU$TBE RETURNED WITHIN 25 DAYS.
NO RETURNS ON ELECTRICAL ITEMS
1 (.:~." E~ ~:J
~:S" ':'19
B\.H3H J NG
tiP X P t ./f:~
,. 7~;
BE(.H:IING
PUI'lP
GEi:,P
D..RII'II.'.:
SJ"'lr:)P I:;~ I NG
1,:;OL{)'IOF
14Ji'U" ',.-.
(J'PIHG
(J"'RIHG
O....f':IHG
OR HIG (f:(}-5'""- 5S(:76 ~
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3PIUI'1O UJC
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C(JOLAHT
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t l{) ~:S" 18:tD~:
:
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INVOICE NO.
I
..J
2 .(~" 5:€)
11. '0l3
I " '31~
[~.3.. ~~(~J
1 'I ~5''?f~)" (.;-l~)
HI..W'1
(,.. Iv)
'7..lll'1
..\,1(;)
",I'1vJ
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:I." 3~:S
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.. ~t t.)
t1.. 3':)
-,'4" {~,EI
,:I. '.1 )' !~:-3 ,,6 (:..
TOTAL PARTS
TOTAL LABOR
MISC. CHARGES
SALES TAX
l ~- t~(7
~~~SA~~;AALY t 'i~ .j(. C U t..1 T I HUE '() '.11,' .\1:.
01
39~~5
" , '. JUN)38 '135 132:38PJ'~ CHARBER',
~ ua I aONS Since 1916~'
'l
_JOHN ,DEE~" ~'f
,~ ~
SOLDl"O:: . ;:w.
~"I' :!~'l': (i'Y''"jJj:"'ilfo'l'i' I ! LCIo ~eu'~"- ,...."-',:-:-'~,...,-"..^ r
, 13725 MAIN ST.
ROGERS, MN 55374
(763) 428-4107
'UP .1/1~RIDE
'FELLING TRAILER
*WOODSMAN
Service Invoice
"
INVOICE CATe
~'5APR!"l5
BFlANCH
INVOlCE NO.
50S WALNUT STREET, ,.
, ~t
. .~;., MONTICELLO, I'tN 553&2
L
r '-M-~'~ . IO\Mi' i
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H
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0
L 1=""0.... AIMU<-- ...J
PURCHASE ORDER NO,
NAMe
WO~T DRIVE, NO HYD'S
l
'>
,
REMOVED HI-F'LOW PUMP. RAW I'lACHU'E~
CAB. REMOVED HYD PUMPS. REMOVED B'
'SEAL A~ID I'IDUNTHIG PLATE. ASSEMB" .
',. AND TEST DROVE" ' ',,,....,
.-.,..... ~___f__c. . t- "U36~,
12 19M7513
12 12M711l3~
1 MG979049
1 MG8E.537l
1 19H17(f"
3 MG140e~5 La WASKE
2 E6E.413 O-RIMG
1 E652se V-RING
'," "e, QTS HY,GARD
,1..."',lIl'.","'""/"- "'T '" ~m.i..,..
,,' 'jll!l"j-''\I " OJ"'..."""
i ic''ltt ) 1'1131885 MALE COUPLE
",".'~~-",: ' ';'\~,;':"ADAPTERS " '1~\ . ::' "',
,;\ "'\I: '; r,~,"t"v.\I..-ER ,..,.
':- >, ' " ...., L LAIIOR" i;,
'NG FRT
~ONI'IENTAJ FEE r
~.e€' LAB 1,0'34.'5
'"
,.__215.BB". .
. 21
.09
43.50
285.00
.22
~l:;.l1le
2.. 5f.~
.49
3.05
t. 35
1.78
1.el8
43.50
285.00
.2a
1.47'
6.10
1.. 35
3..~j6
1. 89
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APR 2 9 2005
L..,.;' m' crl1=arm Plan.
czrJ A Servkt of FPC riMndtd
the. Opqc AbOOUnI ror ~ America
1~% REl1JRN CHARGE ON All SPfECfAL ORDER PARTS,
All PAFlTS MUST BE RETURNED WITHIN Z5 DAYs.
NO RETURNS ON ELECTRICAL ITEMS
'''::'''-:':1, '2 IO<V
'; t J ~- 00
.', .
TOTAL. PA~TS 602.26
TOTAL I.ASOFl 1;1394.75
MISC, CfW!GOS 28...Sel
$A~TAX 40. 3~:i
. PlEASE PAY . 1,.76-5.86 I
THIS TOTAl I
. \'~!';$;'""~
:' ~~r;c'.,' \ .
~~,... .-:1;
DEERE 8875 For Sale at MachineryTrader.com
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YEAR
MODEL PRICE (US $) LOCATION
MANUFACTURER
Description
Contact
Phone Fax
1997
Pho!o(s)
~end a Messag~
Add To
'Mact)ines Qf In~eresf
.
1997
photo~
Send a MessaM
Add To
:Machines Of lntere~~
1996
Send a MessaM
Add..To
'Machines Of Interest'
1995
Photo{!>}
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AddTQ.
'Mach~nes Of Interest'
DEERE 8875 $19,788 VT
SIN: 030265, Stk #: UU0496, 2450 hours, 500.(, TIRES, SEAT CRACKED,
BUCKET GOOD CONDITION
Beaureqard Equipment
Updated: Dee 27 2004 8:04AM
(802)893-1555 (802)893-1230
DEERE 8875 $11,000
SIN: X030849, ROPSI FOAM FILLED TIRES GPBUCKET & FORKS/JD
3CYC DIESEL
PA
Hea~uipment Loader Parts
Updated: Jan 21 2005 2:38PM
(717)469-0039 (717)469-7679
DEERE 8875 $11,700 WI
SIN: M08875X025443, Stk #: 37926, 2546 hours, Cab Door W/heat; 12:00 X
16.5 Tires; Aux Hydraulics; 72" GP Bucket
FABCO Equipment. Inc.
Updated: Feb 15 2005 6:46AM
(800)353-1944 (262)886-0528
DEERE 8875 $12,500
SIN: 20176, 3630 hours, Canopy, Bucket, Auxiliary Hydraulics
IL
A1Well Eauipment
Updated: Jan 182005 8:40AM
(309)932-8220 (309)932-8209
.
http://www.machinerytrader.comllistings/forsale/list.asp?guid=E429CE868C 114AEBA45DCCDCE... 2/18/05
1"3> - V& <\
.
Quotation
~,. C;:' ;,j. r ',I i';/i
ELK RIVER
16200 HWY 10 NW
ELK RIVER, MN 55330
Phone: 763-262-44 74
Fax:763-262-4251
OA TE 6/8/05
Quotation #
Customer 10
~!E
City of Monticello
Tom Moores
505 Walnut St. Suite 1
Monticello, Mn. 55303
Quote valid for 30 days
Prepared by:
Bill Greeley
Sales Represenative
Mobile: 612-865-3052
o,,'V\~<:."'m~~
'\'0 lb-F ~:s tfD
Reference:
ceQ-l ;6>"^~
~ cC'\- -05' 0
.
lr\.r.- ~~<\ Q.
Quantity Description Total
We are pleased to quote the following Virnig
snow buck.ets.
1 SLHV84" 25.8 struck. cap., 31.0 heaped cap. $1,289.00
, 1 SLHV96" 29.4 struck. cap., 35.3 heaped cap. $1,478.00
1 MSHV101" 37.0 struck. cap., 44.5 heaped cap. $1,614.00
*' 1 Virnig heavy duty 48" 6000 lb. Capacity $990.00
pallet. forks.
Quote doe's not include applicable tax's.
If you have any questions concerning this quotation, please contact me at the number noted above.
.
Date:
Approved By:
:I'
..0
\4"\-e. ~
, .,p
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--- ~4 ~~ 4-'Z.
l~o _
'2.~~.8 ~
THANK YOU FOR YOUR BUSINESSI
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OPERATOR APPRAISAL
Date:
Operator:
Type of Material:
Rating Scale 5 to 1: 5;;;; Excellent 1 = Poor
Machine Model:
t~se
~t:f/' ~A-t
I~~~~~~.~=~~"~~~:"~ i ~f~
r-Q.q51~iOn of Controls.. u'-+B--5: ,
\S.f:f?rt qf.9ontrols _ _" , ~, .~-l
Iv.;,,,, ~...s: I f :
Handli!!L. -. _ _ ~ 1____">
Noise Level ~ I ~
iOverall Oper~t.9l.Comfort . ~~""-1 ) I ~-
!6raking __ S--- I I~ ~ ,_.
I ~,.., to Wh.... "T"",_ ... i ~_.
i,Powerto Bucket cr B!!1!de ", ,~! 5/....--
!Overall View cfT!!!iini.n..e Presentation ,~i ,~__
- 7
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Comr:n~n.ts
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OPERATOR APPRAISAL
Date:
Operator:
Type of Material:
Rating Scale 5 to 1: 5;;;; Excellent 1 = Poor
@ ~()/'aA-t
Machine Model:
[""- r-'"
iPCl.iry: Maintenance Checks.\!:@.~ilL II L.( -r...~L
1!;!l~ELOf Enterln>l & Exitjn~ C~.b" .... ,U._.~.
~~q,q~~on of Controls ......---t-f-+_.L...
@Jfort of..9ontrols .._..., . ' .L.~ I
iVisibili __.,5 i Ii.
Handli!!L I) .___1 _
INoise Level,.... S I I I.
everall Ope~t.9l. Comfort ...... --r-~--~_L_... _. I I
:BrakinQ __ l.t I I _.j_. ~
p:~!?wer to Wheels or T'!:\!'Q~___ '..._ I
iPowerto Bucket or B!!lde 1_...... '
!Overall View of Tf.!l.inins Presentation I ___ I I
It.-
ComJ:T1~ntll
.k~,/.JO'\' C(Ce. !36hclff- fl:1- t1i r.' __.
.. ~
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OPERA TOR APPRAISAL
. Date:
Operator:
Type of Material:
Rating Scale 5 to 1: 5 ;; Excellent 1 = Poor
Machine Model: ~ l3~baA-t
IDaily: Maintenance Che~;J[::a.~.~L-=1 j -C.~~~L I
11;~~'!_ofEnterlnq & ExitinQgil.b, n. ~ 1-3..
Location of Controls ...~3.._.._
fi.i.f9ri qfJ:;ontrors ---... J L/ i ,
, _I....!:L i ,-;l) -,,~..- I I
Visibilitv 1""" :
. .-.,... I -." ....~
Handli.D9 _. . , -t, 0
.....,.,- i ,--- -
Naise Level ~l I :1.- I
...-. -.... ...)
;Overall Opef':;it.\1t Comfort ~I I "1 I I
.....-1 ... -. I
[Braking -- y y I
...,.-. ......., ~_.
!Power to Wheels or Tr~q~. 1.1 . , I
..... I
1"- ""Y... .
i Power to Bucket or Blade .., ~ i
.J ",-.
!'Overall View of T!~.inL~g Presentation .... I "''''.R
~ I :i
- .J -"'.......
yt..- 5t
Cam.r:n~.I'!.t!! "". ..- ......, ....".. 'H'_
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OPERATOR APPRAISAL
Date:
Operator:
Type of Material:
Rating Scale 5 to 1: 5;;;;; Excellent 1 = Poor
~ ~t?b~A-t
..['~
!~_.
i ~.."..."
!
.5.5
Comments
l2D;{ IJ' e- /~:) ftJ;J.,,, r:.f
/J1511o.J4.-:-1-~j-j 'f' CA5e ....-1. S
e..I)S) ev:......to VJ.~..('j( 011.., -;; "'-
Machine Model:
Iqail~Maintenance Che~~'(~e1s...~l JI .5"
11;..e1~El..9..U:nterinQ & Exitinq g;l.b. u.. __ .2...
lhQ.q;at.iQIJ..of Controls .... ...~..5
IEffort of Controls I .5
IVi~ibmt' ---'. .....Y-
HandU.D9 -. .
Noise Level
,Overall Operator Comfort 'I
!SrakinQ "'''''''- """-"1-~ 5
I !:Qwer to Wheels or T r~Qk..__ I _..5
IE-ower to Bucket or B!~de ---C" .5'
[Overall View af T!~inln..9 Pres~r' r
i
1..3 I I
:.~ 1.......1
13 :=ju
1.5" j,..... i~
I s I .", .--t---l
I '1.1".. i I
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51
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r M^ ['iV, tjOC:OO {:JOcU
OPERATOR APPRAISAL
Date: 5- ~ I -oS"'
Operator: Q 'fe, VI F...r"",'S
Type of Material:
Rating Scale 5 to 1: 5;; Excellent 1 = Poor
~"'S~ ~:;~V
Machine Model: ~ 5::
I~Z:;_~f-:"~~:: ~':i"~ ~~'':- ~ (-f~!f
~\:.Q.q.?l~i9n of Controls .... ...~.1 i .-tl:.. ,
~.f1'9rt qq:ontrols .._.. .. .~ 3 _~
Visibilit ~.." q I '3 :
Noise Level ._.. 1 ~_
lover.all ope~t.~LCOmfort...__~ ;( I Lf-.,. ..
iSrakmc:; .:t I .1.-_~ .-.
il:gwerto Wheels or T.c!aq~___ ...~! 3 I ,.....
I Power to Bucket or Blade <.j I ~ .,.1
iOverall View of T!?in~g Presentation ,','--1 i I ...J'"
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ComD1"nts
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i, UC:
OPERATOR APPRAISAL
Date:
G -( ~O)
Operator: ~
Type of Material:
Rating Scale 5 to 1: 5;;: Excellent 1 = Poor
l3t?baA-t
Machine Model:
l!;lI~<!_of Enterlnj:l & Exitin>l c;.~b. .... . _.. _.
r-Q.q51~iOn of Controls .... m---t-:f+. _......
@Jf9i\ qf9ontrols .._.. '. . 5... ..._1
'Visibilit _ .......2..- I z. !
HandliDg -'-
Noise Level
iOverall Ope~t.\=!L Comfort
! BrakinQ
IF.:>ower to Wheels or Tr~Q~.__
i Power to Bucket or Blade
!Overall View of Tl~inL~ Presentation "_
......-1 ')
--5
_5
.5
1'-
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I~?"J~-
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13- \q 10
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Council Agenda - 6/13/05
14.
Consideration of proposal for updatin!! the Comprehensive Plan (jo)
A. REFERENCE AND BACKGROUND:
B.
Attached you will find a proposal from NAC outlining steps and costs associated with
updating the comprehensive plan. Steve will be in attendance at the meeting to review the
proposal in detail.
Establishment of the City/Township annexation agreemcnt and associated planning area
combined with the rush of dcvelopment pressure gives rise to the need to complete this plan
updatc as soon as possible. Also. as you recall at the recent goal setting session, there were a
number of important issues idcntificd by the City Council that can only be addressed tbrough
completion of this important planning process. It is a foregone conclusion that a plan is
needed. The only points to consider is the scope of the plan, the cost and whether or not to go
out for quotes.
In tcrms of project scope, NAC has knowledgc of the needs of the city in terms of various
issues that need to be addressed through the plan. It is my view that this knowledge is
ret1ected in the scope as defined in the NAC proposal. With regards to cost, the cost though
large ($55,000) is reasonable given the scope of the project and the importance of
establishment of a wcll conceived plan at this juncture in the development history of the
community. Also, to otTset the impact of this cost on the taxpayers of the City, it is
recommended that an "annexation fce" be established that would be used to help fund studies
associated with planning projects in the MOAA area. Currently, the City already charges an
annexation fee which is an amount equal to what the City has agreed to pay the township at
the time of annexation (four years taxes). It is proposed that this fce be increased to ret1ect a
share of the cost of planning studies as well. As to whether or not to go out for quotes, I
believe that NAC has background knowledge and experience nccessary to do a superior job.
Going out for quotes will add significantly to the time required to get this planning project
done and will likely add to staff costs. It would take a number of weeks to obtain quotes and
select a consultant. Staff efficiency would be reduced as it would take a considerable amount
of time managing the selection process. The length of time needed to complete the planning
project via a new consultant would be longer due to the time it would takc for the consultant
to get up to speed on Monticcllo.
ALTERNATIVE ACTIONS:
I. :\10tion to authorize completion of an update to the Monticello Comprehensive Plan as
proposed by the City Planner. Motion to include authorization to add a "planning
cost" component to the annexation fee. The amount to add to this fee to be
determined.
2.
Motion to deny authorization to complete and update to the Comprehensive Plan.
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Council Agenda - 6/13/05
c.
STAFF RECOMMENDATION:
The City Administrator recommends alternative 1. Initiation of this planning process is
overdue. It is recommended that Council authorize staff to proceed with cost recovering
occurring over time through establishment of a planning cost factor to be included in the
annexation fce.
D. SUPPORTING DATA:
Copy of Proposal along with Cover Memo from Steve Grittman
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IIIQ IU l"W t$l 4' $' $Q, C'4'lUl (;Q III $ UL '4' III! 1 $,. I III! C.
4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422
Telephone: 763.231.2555 Facsimile: 763.231.2561 planners(ii)nacplanning.com
MEMORANDUM
TO:
Monticello Mayor and City Council
Rick Wolfsteller, City Administrator
Jeff O'Neill, Deputy Administrator
FROM:
Stephen Grittman
DATE
May 17, 2005
RE:
Monticello Comprehensive Development Plan
NAC FILE:
19106
This memorandum transmits NAC's work program and estimate for preparation of a
new Comprehensive Development Plan for the City of Monticello. There are two
primary components to the attached material: 1) a Work Program and outline of the
project, and 2) a Budget and Timeline to complete the project by the middle of next
year. With the recent annexation agreement, the City faces an extraordinary prospect -
transitioning from a smaller rural community to a much larger City in a relatively short
period of time.
The City's planning efforts have been focused on maintaining its high quality of life and
addressing the increasing number of development proposals in 80 acre (or smaller)
parcels. With periodic infrastructure plans and conceptual land use planning, the City
has been able to keep pace with development pressure, although even now, new
projects are stretching the City's resources. Before development pressure overwhelms
the City's ability to plan for the demands on its finances, now is the time to identify the
long-term vision for the City of Monticello, and establish the standards that will allow the
City to implement that vision.
As noted by the City Council in its recent goal-setting session, it is critical to be able to
plan for an efficient infrastructure system - one that avoids duplication of service, and
which permits an assignment of costs to new development and avoids passing costs to
existing taxpayers. As such, the Comprehensive Plan integrates solid utility, parks and
road planning into the land use plan, and prepares the way for the most efficient
. infrastructure plan possible.
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One of the changes that will be important for the City is the realization that Monticello
will be a desired location, and that higher development standards can be implemented
to protect its long-standing interest in broadening its housing and commercial base -
particularly in upper bracket development. In the past, this sector of the market has
been limited, as attractive development opportunities were available closer to the Twin
Cities. As those communities have been developed, growth in the Twin Cities region is
following the transportation corridors out of the core areas, including Interstate 94, US
Highway 10, and the future Northstar rail line to Big Lake. Monticello is the beneficiary
of this condition, and several high-amenity areas in the region could absorb upper
bracket development.
That being said, Monticello will continue to be an attractive location for more modest
housing style due to its proximity to an excellent transportation system and the
increasing availability of local shopping opportunities. Ensuring that the modestly priced
developments also meet the City's expectation for excellence is yet another important
reason to undertake a complete plan update at this time.
In addition, many developers are accumulating larger and larger parcels for master-
planned development. It is not uncommon now to see 1,000 acre projects being
assembled that will include a wide variety of uses, development types, and densities.
The City will need a comprehensive strategy for dealing with these projects, not just
from the design standpoint, but also with regard to the service demands such projects
. will place on the City's infrastructure.
Can the City be in a position to accommodate development of this magnitude in all
directions? How will the City be able to recapture the financial costs that these projects
place on its budget? How can the City be certain that the Monticello of 30 years from
now is a superior place to live, work, shop, and play? This plan will allow the City to set
those goals, establish those standards, and ultimately, realize its vision.
We at NAC highly value our 15 year relationship with the City of Monticello. We look
forward, in this project, to providing the material that the City will be able to use to
create a community It can continue to be proud of well into the future.
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Monticello Comprehensive Devefopment Plan
..
. Monticello Comprehensive Development Plan
Process and Work Program Outline
1. Growth Manaaement Vision - What do we want Monticello to look like in 30
years?
[Why 30 years? Infrastructure life; growth beyond a single
generation; requires true vision, rather than mere extensions of
existing conditions].
a. This work phase will begin with a brief analysis of other communities
that have grown from small, fringe communities to large
urban/suburban places in the past 20 years, both good and bad.
Possible examples may include Lakeville, Shakopee, Blaine, Cottage
Grove, Maple Grove, Brooklyn Park, and Chanhassen/Chaska.
b. Part of the visioning process will be transitioning the community's
"mind-set" from small town with growth potential to actively growing
larger city. This phase includes two seminar sessions with staff and
officials of the case study communities to understand what they believe
worked or didn't work, and preparation of a summary report.
.
c.
Focus group discussions with Monticello community officials, staff, and
others. We would use case study report information as material for
focus group meetings with city officials, community leaders, and other
interested community members.
d. The focus group discussions will be centered on the generation of a
tangible, identifiable set of development goals that must be applied to
the city's growth plan, and new development proposals. This summary
needs to be able to be implemented in a measurable way to be useful
in decision making.
The Comprehensive Plan visioning work is included here to emphasize the land use
and planning aspects of the visioning process. We do not anticipate a parallel visioning
process for the broader community at this time. However, we do expect that the
visioning process will be valuable for other City departments, and will work with the
City's management consultant to integrate complementary work.
.
This chapter will be designed to tell a descriptive story, with graphics, photos, and other
materials as appropriate, about what Monticello expects to achieve in the coming phase
of rapid growth and development. It must set a threshold against which new
development proposals can be evaluated, and the City must come to expect that it will
be making decisions with the vision report as a real standard, not just a high-sounding
statement.
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Monticello Comprehensive Developmenf Plan
2.
Inventorv-Issues - What do we have now?; What do we like and not like
about Monticello?
[What issues do we face in getting from the existing to the identified
VISION? What needs to change? What needs to be added? What
needs to be built?]
a.
Collect information in context. How does Monticello compare to Wright
and Sherburne County totals? Why are the comparisons interesting
for planning purposes? What does the inventory information tell us
about dangers, resources, opportunities, needs?
b.
The focus of this chapter will be issues that need to be addressed, not
the raw data. The report will include references to data and data
sources, but will not reprint the data itself, except where it is helpful to
the point being made.
c.
Tasks:
I. Collect raw data sources - demographic, physical, etc.
ii. Review and summarize for issues.
III. Prep summary report - a "SWOT" analysis (Strengths,
Weaknesses, Opportunities, and Threats).
IV. Discuss the analysis with the Comprehensive Plan Steering Group.
This chapter will present data and analysis, but not conclusions. The summary report
will be designed to organize the data so the City can evaluate various growth models,
and eventually choose one as its development plan with an understanding of the
impacts of that choice. The data in this chapter does not present debatable policy.
3. Concept Development Plan -What does our VISION look like on a map?
[Maps of area; Aerial and Ground photos; Drawings of specific
ideas; Photos of other places we wish to emulate; Text in support
of graphics]
The Concept Development Plan is actually a series of plans and graphics, beginning
with a general conceptual land use plan, then telescoping down into more specific
illustrations of development type. Examples of inclusions in this chapter are as follows:
a. Illustrate how density is to be balanced or clustered over a site with
natural resource preservation or other site factors.
b.
Illustrate favored, disfavored, required, and prohibited development
types. This information can be used to draft zoning regulations that
achieve the City's development goals.
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Monticello Comprehensive Development Plan
c.
Develop an analysis of public land and infrastructure needs (both park
and non-park) over the City and analyze the percentage share per acre
- develop this into an annexation fee that can be used to ensure that
new development pays for itself and avoids spreading costs to existing
tax payers.
d. Master Plan in areas of specific needs or sensitivities. Included in this
function will be a definition of development capacity for all areas.
e. Illustrate goals and objectives for existing community development -
where redevelopment is desired, what the nature of redevelopment
should be, and where revitalization is desired (maintain land use
pattern, but enhance existing conditions).
f. Create criteria and solutions for extraordinary development constraints.
These may include density trades, Transfer of Development Rights,
density credits for development meeting specific goals, etc.
g. Examine the existing community development pattern to determine
redevelopment targets, as well as enhancements in existing
neighborhoods where necessary.
h
Utilize the five Orderly Annexation Agreement zones to create planning
study neighborhoods in an effort to allow more detailed planning
objectives in specific areas.
I. Illustrate park and trail corridors, collector street cross-sections, special
street design options, and other identified development issues that
may benefit from detailed illustration.
The Concept Development Plan establishes the land use pattern, and the development
goals for the overall community, more localized geographical areas, and specific
conditions that occur in several areas. The Plan recommendations should be
incorporated into zoning and subdivision regulations to give it the force of ordinance,
rather than the suggestion of policy.
4. Develop Infrastructure Plans to support the Concept Plan - What needs to
be built to accomplish the VISION?
[SanitarylWaterlStorm/Roads/Parks/General Government e.g. fire,
police, public works, etc.]
This section is a summary of the engineering work being done on a parallel track. The
summary needs to specify the development constraints that the infrastructure plans
describe. For some areas, there will be extraordinary costs - is the city interested in
pursuing growth in those areas, and how might those cost issues be overcome? This
section will not re-state the infrastructure plans, but will identify issues raised by them.
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Monticello Comprehensive Development Plan
Also addressed in this chapter are issues that may be raised in the organizational
visioning process - police facilities, public works needs, and other administrative
demands placed on the city as a larger community.
a. This plan will form the basis of an "exactions" policy. We need to
understand the demand for quantities and costs of infrastructure in an
effort to assign those costs.
b. The City needs to define these exactions prior to annexation. Once a
parcel is annexed, the City loses the ability to assign many of its costs,
and must spread those costs to the broader community.
5. Balance Costs & Benefits - How can the costs of the Development Plan be
paid for?
[What is a fair share for existing property tax payers? How can the
City be sure that new development finances its fair share?
A part of the overall planning effort is the development of a Capital Improvements
Program that defines costs for infrastructure, stages of development, and methods of
financing. This section of the plan is intended to establish a process for assigning new
costs to newly annexed areas. If the CIP identifies the need for new roads in a specific
area, this section of the plan will create a policy for capturing those costs from new
development.
An integral part of this function is an understanding of which portions of the CIP are
properly assigned to existing development. Because infrastructure wears out, it is an
expected cost of government that maintenance is required, and replacement will be
necessary at some point in the future. Which of the costs in the CIP are attributable to
maintenance or replacement, and which are attributable to new demand?
6. Analvze the Concept Plan - Does the Concept Plan achieve the VISION and
fit the Balance Sheet, or do changes need to be made?
[How is the Vision affected by changes to the Concept Plan? Are
these compromises worth it?]
Looking back, the VISION will result in some extraordinary demands on the public.
What options exist to lessen those demands, and if chosen how will they affect the
City's chances of achieving the VISION? If the demands are worth it, what steps can be
taken to minimize the negative impacts?
7. Finalize the Development Plan - How do we blend everything we have
learned through this process?
[Draw it; Write it; Map it; Calculate it; Summarize it; and finally:
Identifv and List the action steps to Implement it]
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Monticello Comprehensive Development Plan
Monticello Comprehensive Development Plan
Schedule and Budget
Task 1 - Visioninu
June - August, 2005. This task will run parallel, and be integrated with, the City's
organizational visioning process. It includes interviews and case studies, focus
group participation, and summary report.
Hours and Staff
Principal -
Support -
60
20
Task 2 -Inventorv and Issues
August - October, 2005. This task will run parallel with the visioning process. It
includes data collection, organization, analysis, and report preparation. One or two
meetings with the Steering Group will be required.
Hours and Staff
Principal -
Support -
20
70
Task 3 - Concept Development Plan
October, 2005 - February, 2006. This task begins with general land use planning,
and will be meeting intensive, with at least one Steering Group meeting per month.
Hours and Staff
Principal -
Support -
90
70
Task 4 -Infrastructure Plans
January, 2006 - March, 2006. This task is in support of the engineering planning
and will use summaries of those plans as they become available. Planning staff will
participate in these studies as needed, and blend the results into the Concept Plan
work
Hours and Staff
Principal - 20
Support - 20
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Monticeffo Comprehensive Development Plan
Task 5 - Balance Costs and Benefits
March, 2006 - May, 2006. This task works with City finance and legal departments
to develop a plan and policy for assigning development costs to the appropriate
party. A part of this task will be the summary report and preparation of policy drafts
for adoption by the City Council.
Hours and Staff
30
10
Principal -
Support -
Task 6 - Analvze the Concept Plan
April, 2006 - July, 2005 (and ongoing). This task will actually occur throughout the
process, but will include a formal analysis task at this stage to determine the need to
consider other options in light of budget or finance issues. The budget for this task
assumes that the Concept Plan development will reflect the Final Plan, with nominal
adjustments and fine-tuning. It would be expected that at least two Steering Group
meetings would be necessary during this stage.
Hours and Staff
40
20
Principal -
Support -
Task 7 - Finalize the Development Plan
July, 2006 - August 2006. Finalization will include full text writing to supplement and
illustrate elements of the Plan, as well as adjustments made during the Analysis
stage. This stage also include the formal hearings required prior to adoption.
Hours and Staff
Principal -
Support -
50
60
Summary Budget - Planning Consultant
Principal- $120 per hour - 310 hours - $37,200
Support - $ 60 per hour - 270 hours - $16,740
Subtotal
580 hours $53,940
Printing Expenses and other costs of production
$ 1.500
$55,440
Total Project Budget
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