HomeMy WebLinkAboutCC October 2, 1990
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DATE: october 2, 1990
ITEMS GIVEN TO THE CITY COUNCIL
"What's Happening"
Memo from d'Arcy Bosel (9/27/90)
Land Use Advisory Committee Agenda - September 19, 1990
Coon Creek Watershed Board - September 24, 1990
Regular City Council Minutes - September 18, 1990
Letter from Pat Schwappach, Anoka cty Historical Society (9/21/90)
Park and Recreation Commission Minutes - September 20, 1990
Ordinance 8 000
Lower Rum River Watershed Management Organization (8/22/90)
PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON THE NEXT
AGENDA.
THANK YOU.
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:: WHAT'S HAPPENING? ::
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~~ october 2, 1990 **
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:: N The architect agreement under 4.4 states the ::
~~ owner shall designate a representative ",,,,
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~~ respect to the project. , The Council, at the ",'"
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~~ last meeting, didn't appoint a representatlve. ",'"
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~~ I stated that if I was appointed I would ",'"
:: continue using the Committee. See Item 6, from ::
~: the September 18, 1990 agenda packet. -,,*:
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~~ N Please note the proposed schedule for *'"
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~~ construction of the fire stations, under Item #7 **
:: - Bond Sale Discussion. Note this schedule is ::
~~ different than in the architect agreement which *'"
:: was to be 12/3/90 for the start of construction. ::
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~~ N please note the schedule of bills will be given ",'"
:: to you at the meeting. This delay was needed to ::
~~ complete processing of the remaining SAC ",*
:: rebates. ::
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CITY of ANDOVER
To: City Council 10-02-90
M E M 0 RAN DUM
In Re:
Andover City Council
d'Arcy Bosell, zoning Administrator
Land Use Advisory Committee (LUAC)
General Rural Use Policy (1:/4:40)
27 September 1990
To:
From:
Date:
At the meeting of LUAC yesterday afternoon, the Committee came to
a decision on the recommendation it is going to make to the
Metropolitan & Community Development Committee (MCDC) at their
meeting on october 4, 1990. The MCDC will then present their
recommendation to the Metropolitan Council and the matter will be
'\ set for public hearing. There are three (3) sites proposed, one
, ) of which is Bunker Hills Activity Center.
Attached hereto please find the recommendations proposed. There
are some changes, however, as follows:
3. *The Council should require that all communities develop and
implement Qolicies whereb~ an alternative drain field be
sited at the time of issulng a building permit that meets the
soil and percolation tests of the primary system.
It is their intent that the alternate site actually be shown
on the building permit application plot plan and development
of the yard would preclude placing anything in that area
that would interfere with that alternate drainfield location.
One suggestion also was to require the installation of a
monitoring well at the drainfield so that the water quality
could be easily checked. It was thought "to be easy" and
"not cost very much money - a couple hundred dollars or so
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*The Council require that communities develo
the biennial testing 0 prlvate we s.
They didn't know whether it should be every well, or a sample
well in an area, or who is going to pay for this testing or
do it. It was pointed out that the State certifies all new
wells but who can test and certify existing wells was not an
issue or concern. That should fall on the shoulders of the
local unit of government.
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Page Two
LUAC Report
27 September 1990
The Committee did not want to "mandate without money" but
felt this testing should be mandatory.
*The Council require all communities to certify they have met
these standards prior to approving local plan amendments or
approval of any FHA mortgage approvals.
This has been part of the policy but no one ever checked to
see if a Community followed up on their commitment to adopt
an Ordinance or pass a Resolution.
*Allow for some
sue systems as
consistent with Metropolitan Council policy and have not been
approved. The reason for this recommendation is that the
committee is recommending that "clustering" be allowed in the
general rural use area and this clustering would not
necessarily be served by sanitary sewer but instead allowed
to have a "private system". Carl Ohrn of the Met Council
staff made the comment "but the Cities should be prepared to
take ownership of these systems".
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Their idea is that under a clustering proposal, you could do
all your development in one corner of your Community (4:160
acre corners which would allow 64 units in one cluster) and
the remainder of the land would be "preserved".
7. There was not one sentence of discussion in regard to this
recommendation and the exact "rules" have not been drafted
but I have been assured that they will be written prior to
public hearings in November.
During the discussion yesterday, I asked whether any of the
committee members had tried to apply this policy to real land
situations such as their own City. They had not and simply were
not interested in whether/it would work or not - the 1:10/4:40
policy is a good one and should be retained with some changes as
recommended.
I have two (2) concerns:
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1. The people making these recommendations with the exception of
three (3) have never worked with land and developers/property
owners and have no idea how complicated finding a virgin 160
or 640 acres would be to develop. I think they think the
world has been on hold and these nice clean pieces are just
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Page Three
LUAC Report
27 September 1990
waiting to be developed. There is nothing that can be done
about the make up of the Committee, however, since they are
appointed by the Met Council.
2. In speaking with Anne Hurlburt, Met Council staff, she
pointed out that the Metropolitan Development Investment
Framework (MDIF) would not be officially updated until
sometime in 1992 and that the LUAC Committee has been
conducting an informal review of the general rural use
policy. There will be no amendment to the MDIF made as a
result of this recommendation. She thought the Council, if
they were agreeable to the recommendations made, might adopt
an interim policy which would incorporate these
recommendations but no formal action. She stressed that this
is strictly "informal". Even the public hearings scheduled
in November are "informal" and just to receive input.
It would appear to me that the City needs to keep current with
this process and Committee to make certain something is adopted
which would allow Andover the flexibility outlined in
Recommendation *7 so that we don't have to stop growing and
planning because we exceed the allowable density of 1:10/4:40.
I will be in attendance at the meeting on October 4, 1990, which
begins at 2:00.
d'Arcy Bosell
zoning Administrator
Attachment
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LAND USE ADVISORY COl\1MITfEE
Wednesday, September 26, 1990
3-6 p.m.
Room 1 Hie
AGENDA
1. Roll call .........
2.
Approval of agenda........ a:; /.1?/z.cd
/3. Approval of minutes of September 19 ..-,.&:J m:~
-will be distributed at meeting
/4.
Density Alternative Recommendations -
- continued discussion and action
Carl Ohm
5. Adjourn
Note to Committee Members:
A joint meeting to discuss the rural P9licy recommendations with the Council's
Metropolitan and Community Development Committee has been scheduled for Thursday,
October 4, 1990, from 3:00 to 5:00 pm.
It is Important that a quorum be present so that a recommendation can be forwarded to
the MCD Committee.
Please notify staff at 291-6621 if you are unable to attend.
Mean Parle Curve, 230 East Fifth Sired, SI. Pau~ MN 55101 (612) 291.6359 TDD 291-0904
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Mears Park Centre, 230 E. Fifth Street
St Paul, Minnesota 55101 Tel. 612-291-6359fIDD 291-0904
MINUTES OF TIlE LAND USE ADVISORY COMMITTEE
Rooms 1 B&C
September 19, 1990
3:00 PM
Committee Members Present: Gerry Stelzel, Neil Weber, Michael Hoffman, Patricia Miller, Frank
Simon, Adrian Rygg, Jude OIeney, Steven Bubul, Mary Hauser, Council liaison.
Committee Members Absent: Linda Thorsvik, Edwina Garcia, Bill Casey, Judy Grant, Bryan
McGinnis, Jim Filippi.
Council Staff Present: Carl Ohm, Anne Hurlburt, Bob Overby, Paul Baltzersen, Tori Flood.
Others Present: d'Ncy Bosell, Zoning Administrator, City of Andover, Paul Burns and Doug Wise,
MN Department of Agriculture.
Chair Stelzel called the meeting to order at 3:25 pm. The agenda and minutes of the August 15, 22
and 29 meetings were approved at 4:10 pm.
TRANsmON AREA ISSUES
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Bob Overby presented a report which addresses transitional development areas in the rural service
area of the metropolitan region. The report defines transition areas as those areas located outside
of the existing year 2000 Metropolitan Urban Service Area (MUSA) which may be needed for urban
development. The concern is to provide for the conversion of such areas to urban development. If
planning for future urban service does not occur, existing land uses and development patterns may
block future urbanization. The report summary said that planning for transitional development areas
through the year 2000 is common in developing communities and is supported by current Council
policy. When the MDIF is updated to include 2010 forecasts, Council policy can be amended to
provide support for local planning for transitional areas after the year 2000. Overby said that
conclusion #7 was most important. It states in part that 'Three approaches to planning for
transitional development areas ares descnbed in this paper and illustrated by case studies.. Overby
described each of the three generalized planning approaches for transitional development areas.
The committee discussed the definition of transition areas, the criteria for MUSA expansions, and
the case study examples. There seemed to be a general consensus on the part of the committee
members that the lower the density of development in the transition area, the better as far as
providing for future urban development!
APPUCATION OPTIONS FOR DENSTIY ALTERNATIVES
Carl Ohm reviewed the report listing four options for rural development which include: the standard
.density application, the buffering concept, the allocation of a unifonn number of housing units in all
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\ rural communities, and performance standards. The report provided pros and cons for each of the
~ options. The report also included a section of the Water Resources Management Wastewater
Treatment and Handling Policy Plan, which addresses on-site sewer system ordinances and controls.
The committee discussed the planning approach that allows only low density development in the
transition area so that only a few, rather than many, landowners are involved when the land is
acquired for development. The committee also discussed the density alternatives and how clustering
would be incorporated; the problems with leapfrog development; the calculation of density on a
community-wide basis and the transfer of development rights.
One committee member questioned the transfer of development from a large undevelopable area to
a buildable site and the resulting high density development. The committee agreed that there should
be a transition area located adjacent to the MUSA, that each city should enforce the recommended
performance standards and that each city will then have to deal with its specific problems related to
existing and future development in this area.
Discussion of the report will continue at the next meeting on September 26, 1990. The committee
will take action at that time.
Respectfully submitted,
Tori Flood, Secretary
LUACXVII
" September 21, 1990
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METROPOLITAN COUNCIL
Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101
612291-6359 TDD 612 291-0904
DATE:
September 26, 1990
TO:
Land Use Advisory Committee
FROM:
Carl Ohm, Anne Hurlburt
SUBJECI':
Recommendation to the Metropolitan and Community Development Committee
Concerning Rural Area Issues
The Land Use Advisory Committee agreed to meet on Sept. 26 to attempt to develop
recommendations on the rural area for the Metropolitan and Community Development Committee.
This memorandum and the draft recommendations have been prepared by staff to facilitate that
process. The committee should use this draft wording as a starting point for their discussion. If the
draft recommendation reflects the general consensus of the committee, then the committee should
concentrate on refining the wording of the recommendation. If, on the other hand, the draft
recommendations miss the mark as far as the committee's sentiment, the committee members need
to decide on the big questions and work on the fine points of the wording only as time permits.
The topics in this memorandum are in the sequence they are because staff believes decisions on the
first topics will help to address concerns raised by the committee when discussing the latter topics.
The clearest example of this is illustrated in the lot size/performance standards topic. Staff believes
the majority of committee members would support the present Council position of not requiring a
minimum lot size as long as communities are required to follow a set of performance standards (the
composition of which needs to be decided by the committee). Staff have tied these two decisions
together in the belief the committee can more easily reach consensus if topic is raised in this manner.
The committee also needs to understand their recommendations will be used by the MCDC to put
together a draft statement of potential policy changes which will be subject to public hearings in
November. The MCDC is now in the process of getting locations and meeting times for three public
hearings.
The MCDC will use the input of those public meetings to help them decide what changes are
needed, if any, to the present rural area policies.
The MCDC will greatly appreciate recommendations appropriately adopted by the LUAC. But since
the MCDC is committed to bring closure to this topic by the end of the year, the MCDC has asked
that LUAC recommendations be transmitted; even if they cannot be officially adopted due to the lack
of a quorum. /
RECOMMENDATIONS OF THE LAND USE ADVISORY COMMIITEE TO THE COUNCIL'S
MEfROPOLITAN AND COMMUNl1Y DEVELOPMENT COMMIITEE CONCERNING RURAL
AREA POLICIES
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At the Sept. 26, 1990, meeting of the Land Use Advisory Committee, the following recommendations
were adopted to be transmitted to the MCDC for use to solicit public comments on the need for and
form of changes to the Council's rural policies.
1. Preservation of A2ricuIture. The Council should continue its efforts to preserve land suitable
for agricultural activities. This support should be reflected in the MDIF and other appropriate
policy documents. The Council should re-examine the Agricultural Preserves legislation to
determine how it might be modified to be more effective in preserving all types of agricultural
land in the region consistent with regional policies.
2. Land Use. The Council should clarify and expand on the explanation of compatible land uses
in the rural area using the content of the attached memorandum which was reviewed and
modified given LUAC comments.
3. L:lt Size/On-Site Sewa2e Disposal System Performance Standards. The Council should
maintain its present policy of not requiring a minimum lot size in the rural area if the affected
communities adopt a set of procedures and standards that ensure the proper design, location,
installation, maintenance and on-going monitoring of on-site sewage disposal systems.
Specifically, the following standards should be followed:
· All elements of MPCA 7080 rules should be followed by the community.
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· All facets of the Council's standards governing the design, location, installation,
maintenance and monitoring of septic tank system include:
o Installation
o Permit record keeping
o Correction of problems
o Licensing
o Personnel to administer program
o Inspection
o Data collection
o Ordinance compliance
o Work records
· The Council should require that all communities require an alternative drain field be sited
at the time of issuing a building permit that meets the soil and percolation tests of the
primary system.
· The Council require the bie~al testing of private wells.
· The Council require all communities to certify they have met these standards prior to
approving local plan amendments or approval of any FHA mortgage approvals.
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4.
Transition Areas. The Council adopt policies to protect the regional interest in efficiently
expanding the MUSA into the rural area in a staged and planned manner and to help local
governments provide for this transition.
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The Council policy should reflect LUAC recommendations that the most efficient way to
allow this transition to occur is for the local unit to limit development to a very low density.
The Council need not restrict communities from utilizing other tools, such as ghost platting,
to address the transition area. The Council should educate communities to the pros and cons
of the various techniques that might be used to provide for the transition to occur.
The Council may not need to map a specific transitional area or designate it as a "geographic"
policy area in the MDIF. The policy should provide guidelines for designation of such areas
by local government in their comprehensive plans.
5. Densitv. A density of no less than one unit per 10 acres should be maintained in all areas
outside the MUSA The Council should continue to encourage communities to plan and
zone land suitable for agriculture at one unit per 40 acres or lower density.
The Council should more closely monitor local governments to ensure they conform with the
density standard.
The Council should require amendments to local plans that are inconsistent with the Council's
density policies due to the potential impact to the regional transportation and waste water
systems.
6.
CIusterinl!. The Council should change its clustering policy to provide the maximum
flexibility to communities to protect agriculture, preserve natural areas and to meet the
density standards. Areas of lakes, regional highways and land already developed should be
subtracted from the land area for calculating allowable units. Land in the MUSA would not
be part of this calculation. The number of units that exist in the rural area would have to be
subtracted from the allowable units. The intent of the policy is to allow communities to adopt
clustering that is appropriate for their goals and characteristics, but the techniques must be
consistent with their plans, zoning and subdivision ordinances.
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(Due to concerns raised by the committee members, two options are recorded below.)
Option A
Clustering should be permitted and calculated on a standard section (640 acres) basis.
Given the 1/10 density, and no minimum lot size, the allowable 64 units could be
clustered on a relatively small parcel of land within the section and the remaining land
preserved. This option would not prohibit clustering the allowable development from
two, three or four sections to occur in close proximity.
Option B ,
Clustering should be allowed on a city-wide basis. There would be no restrictions as to
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where development could occur or how much development could be clustered, other than
the restrictions inherent with the 1/10 density and the performance standards for septic
tank systems. This would give local government the maximum flexibility in deciding where
development should or should not occur. This would allow the community to easily
relocate the development which could not be built on wetlands, poor soils or prime
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agricultural areas.
Inconsistent Communities. The application of these changes could produce a policy position
which would result in some communities to find it impossible to meet the standards due to
their existing development pattern. The LUAC recommends that the Council address this
problem by accepting there will be instances when an exception may be needed to a set of
policies that are good for the region as opposed to crafting a policy which fits all
communities, but not be good for the region.
Exceptions should be granted to communities that cannot meet the policy because of the
existing subdivision or development of land. The Council should determine the content of
the exception based on how well the community has:
1. Protected good agricultural land;
2. Implemented the on-site sewage disposal performance standards;
3. Adopted a comprehensive plan consistent with all Metropolitan Development Guide
Chapters, especially sewers, transportation, aviation and parks.
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METROPOLITAN COUNCIL
Mears Park Centre, 230 East Fifth Street, St Paul, Minnesota 55101
Date:
Ju~~ 13, 1990
To:
Metropolitan and Community Development Committee Members
From:
Robert Overby
Subject:
Land Uses in the Rural Area
INTRODUCTION
This paper is the first in a series that will be prepared during the second phase of the Council's
rural area policy review.
The purposes of this paper are:
+ to list the types of land uses in the rural service area of the region that are currently
supported by the Metropolitan Develooment and Investment Framework (MDIF);
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to clarify which categories of land uses appear to be consistent with regional policies, and
which local governments might decide to select and adopt;
+ to assist the Council's discussion of the remaining subjects in the rural policy analysis
(density standards, lot size, clustering, performance zoning, and transition area planning).
RECOMMENDATION
Staff requests that MCDC members:
(1) Decide which categories of additional land uses are appropriate for the rural area.
(2) Recommend additions or deletions to the land uses listed in this paper.
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ANALYSIS
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) The NlDIF provides for three geographic policy areas in the rural service area of the region:
Commercial Agriculture, General Rural Use, and Rural Centers.
The appropriaten~_ of certain land uses in the rural service area of the region depends upon
several factors: .
- whether the land use is compatible with other adjacent land uses;
- whether the land use meets environmental quality standards;
- whether the land use fits with the design scale of other land uses in the area;
- whether the land use requires a rural or urban level of support services;
- whether the land use requires an isolated or spacious location;
- whether the development or land use would change the "rural character" of the area.
Some land uses are supported by decisions made by the Council from a region-wide perspective.
Some land use choices can be better made by the local unit of government, since the local
officials are closer to and more familiar with the local issues and potential impacts of certain land
uses. This analysis focuses on the appropriate land uses from the regional perspective.
Creating a list of potentially appropriate land uses for the rural service area is similar to making a
list of uses that are allowed, conditionally allowed, or prohibited in certain zoning districts. One
can choose to make the list very general in nature, but subject to certain standards; or make the
lis t very specific.
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The approach of this paper is to make a list of general land use categories, with some specific
examples. The list of land uses should be based on a plan, or concept; or strategy for how the
rural areas of the region are likely to develop and change. The CounCIl's expectations for land
use planning and development in the rural service area of the region are descnbed by the policy
statements in the MDIF.
This paper also describes land uses in a proposed local "Transitional Planning" area. This
proposed policy area is included for two reasons:
some communities are in fact allowing higher-density development based on their view
that their rural areas will become urban; and,
the Council may want to create a new policy to support local government efforts to plan
future land uses and staging of urban services.
The following pages list the land uses that are allowed by current NlDIF policy, and also offer
some additional land uses for consideration and discussion.
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Commercial Agricultural Policy Area
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The Council believes that this area is the place where agriculture is the best permanent use of the
land. Local governments decide which lands are eligible to be certified as metropolitan
agricultural preserves. Council policy provides for two levels of protection for commercial
agricultural lands:
+ primarv protection areas are the lands that are covenanted as agricultural preserves;
+ secondarv protection areas include lands in farms where agricultural preserves have not
been established. The community's plan and zoning ordinance establish the eligibility.
Land Uses Allowed bv the MDIF:
For land that is not covenanted as agricultural preserves (secondary protection areas), a broad
range of agricultural activities are allowed by the MDIF.
Agricultural
The 1980 Minnesota Agricultural Preserves Act allows:
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. livestock
· dairy products
· furbearing animals
. fruit
· forage food for animals
· bees and apiary products
· wetlands, pasturelands or woodlands that accompany land that is in agricultural use.
. dairy animals
· poultry and poultry products
· horticultural or nursery stock
. vegetables
. grains
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The Minnesota Agricultural Property Tax "Green Acres" Law (MS. 273.111, subd.6) defines
agricultural use:
"Real property [consisting of ten acres or more] shall be considered to be in agricultural use
provided that annually:
(1) at least 33.33 percent of the total family income of the owner is derived therefrom, or
the total production income including rental from the property is S300 plus SID per tillable
acre; and
(2) it is devoted to the production for sale of livestock, dairy animals, dairy products,
poultry and poultry products, fur bearing animals, horticultural and nursery stock._ fruit of
all kinds, vegetables, forage, grains, bees and apiary products by the owner, slough,
wasteland, and woodland contiguous to or surrounded by land descnbed in subdivision 3
[land that is actively and exclusive(y devoted to agricultural use, as defined in subd.6] shall
be considered -to-be in agricultural use if under the same ownership and management."
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Commercial Atrricultural Policy Area, continued
) Residential
. single family dwelling units (one unit per 40 acres, average maximum density)
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Commercial/Industrlal
The MDIF does not support non-agricultural commercial or industrial land uses in the
Commercial Agricultural policy area.
Commercial/industrial uses are not generally permitted in agricultural preserves. However, the
Agricultural Preserves Act provides that small, on-farm operations normally associated with and
important to farming in the area may be permitted by the local government authority.
The "Green Acres" law does not mention commercial or industrial uses.
Institutional
. Urban generated facilities (for example, waste disposal facilities) "should be prohibited in
primarY protection areas. unless there is strong documentation that no other locations can
adequately meet the siting and selection criteria"; and "should not be located in secondary
protection areas unless there is strong evidence that a proposed urban use cannot be located in
the general rural use area".
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Possible Additional Land Uses:
Arncultural
. horse boarding and training
. fish production and processing
. kennels
. storage areas or buildings
All of the above uses could be allowed in an amended MDIF. However, it is likely that only the
horses and fish would be allowed on land enrolled in Agricultural Preserves or Green Acres.
Residential
. accessory apartments
CommerciallIndustrial
No additions recommended.
Institutional
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No additional recommended.
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General Rural Use Policy Area
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The general rural use area is the area outside the urban service area that is not designated for
commercial agriculture. While the area contains a wide variety of land uses, a large part of the
area is devoted to agriculture. Most of the area looks rural, but many of its residents are tied
economically to the urban area and many of its land uses provide services to people living in the
urban service area.::' '.
Land Uses Allowed bv the MDIF:
Arncultural
All land uses that are allowed in the Commercial Agricultural Policy Area.
Residential
_ single family detached homes
CommercialfRecreational Urban Generated Uses
_ recreational vehicle parks - campgrounds
_ racetrack facilities - gun clubs
_ festival sites - other similar facilities
Industrial
_ sand and gravel mining
_ urban generated uses that require a spacious
location away from people
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Institutional
_ urban generated uses
- waste disposal installations
- parks, trails, open space
- other similar facilities
_ unique natural or conservation areas
Possible Additional Land Uses:
Allricultural
_ additional uses as adopted in the Commercial Agricultural zone
- sod farms
- tree farms
Residential
_ twin homes/duplexes (meeting density standard)
_ accessory apartments
_ group living homes (with shared cooking facilities)
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General Rural Use Policy Area, continued
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Possible Additional Land Uses. continued
Commercial
. neighborhood cOnvenience/service/retail uses,
including:
. agricultural products processing
- financial offices
- video stores
- gasoline and grocery stores
. home occupations
. daycare centers
. commerciaVservice/retail uses adja~nt to
or served by existing metro highways:
- truck stops
- motels
- tourist information centers
- auto repair facilities
- restaurants
- truck storage terminals
. bed and breakfast lodging facilities
. urban generated uses, including:
- private, small airports
- solid waste facilities
- auto salvage and recycling
. dentist and doctor offices
Commercial/Recrea tional
. urban generated uses, including:
- off-road vehicle recreational parks
- landing areas for ultralight and model airplanes
- retreat facilities
- golf courses
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Industrial
. small manufacturing finns
(from home occupations)
. urban generated uses
- oil or gasoline storage tank: farms
- solid waste transfer/processing facilities
- refineries
Institutional .
. urban generated uses, including:
- jails/prisons - schools
- airports (regional, hub, minor) - churches
- waste disposal installations - cemeteries (humans and animals)
- human service agency satellite offices
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Rural Centers Policy Area
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Rural centers have served as retail service centers and transportation centers for the surrounding
rural area. Changes in agriculture and rapid expansion of the urban areas have changed the role
of many of these small centers to residential areas for urban people, and locations for industries
with little ties to local agriculture.
There are 35 rural centers in the region. The level of local services varies with each rural center.
Some have central sanitary sewer; others depend on on-site waste disposal systems. Some have
central water systems. Some provide a full range of retail and convenience stores, while others
have only a bar or gas station. Some have small manufacturing or service businesses; others are
almost all residential.
Land Uses Allowed bv the MDfF
All Arncultural. Residential. Commercial. CommerciallRecreational. Industrial. and Institutional
land uses currently allowed in the General Rural Use policy area.
"Rural centers should accomodate additional development consistent with their ability to finance
and administer services, including sewer, roads, water and stormwater drainage. If additional land
is needed to accommodate growth, rural centers should extend services in a staged, contiguous
manner. Residential, commercial and industrial development at urban densities should be
ac.;ommodated only in rural centers with central sanitary sewers that are meeting state and federal
water quality standards. Larger projects should be located in freestanding growth centers tbat
have a full range of services." (MDIF, page 24) A full range of housing types are allowed.
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Rural-to-Urban Transition Areas
'\
) The MDIF currently does not encourage a transitional planning area. Transitional areas are
those areas outside the MUSA that are contiguous and which may eventually change from rural
to urban. Current MDIF policy emphasizes a sharp distinction between land uses and
development pattelRS inside the Metropolitan Urban Service Area, and those in the rural service
area.
There are several problems that have been observed in areas adjacent to the MUSA that appear
to be needed for urban uses in the future:
. owners purchase land and homes in the belief that the areas would remain rural;
. owners of large lots do not want to pay for public water and sewer service;
. the lot sizes are so small (lor 2.5 acres) that re-subdivision becomes either physically or
financially impossible;
. urban generated uses that require isolated or spacious locations are allowed in the
transition area, and then become obstacles to urban density development;
. due to local residents' opposition, the planned and orderly pattern of regional
development may be disrupted, and result in higher costs due to inefficiencies.
Options for planning the rural-to-urban transition might include:
. using more restrictive land use and density controls, to make future changes easier;
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. using overlay ("ghost") platting so that the future urban development and services
pattern is planned as part of the subdivision;
. excluding urban generated uses that would discourage or prevent urbanization.
If the Council decides that transitional planning needs to be done by the region or by local
governments, a list of appropriate land uses will be developed. This topic will also be fully
discussed in a subsequent staff paper.
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IS .v.ul..ble item the Metropoliran Council OaUI Centet~ 612 291-a14o. The line be~n "".. d~loplng : ~/%/ , ,/ /' /.., L.~/~' v -r-
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LAND USE ADVISORY COMMITTEE
Wednesday, September 19, 1990
3-6 p.m.
Room 1B and Ie
AGENDA
1. Roll call
2.
Approval of agenda
3. Approval of minutes of August 15, 22 and August 29
4.
Transition Area Issues - discussion
Bob Overby
5.
Density Alternative Recommendations - action
Carl Ohrn
6. Adjourn
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Note to Committee Members:
A joint meeting to discuss the rural policy recommendations with the Council's Metropolitan and
Community Development Committee has been scheduled Cor Thursday, October 4, 1990, Crom 3:00
to 5:00 pm. A recommendation can not be made unless a quorum oC LUAC is present on
September 19. Please notify stafT at 291-6621 if you are unable to attend.
Mean Park Centre, 230 East Fifth Street, S~ Paul, MN 55101 (612) 291.6359 TDD 291-0904
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Mears Park Centre, 230 E. Fifth Street
St. Paul, Minnesota 55101 Tel. 612-291-6359fTDD 291-0904
MINUTES OF THE LAND USE ADVISORY COMMITTEE
Room 1A
August 29, 1990
3:00 PM
Committee Members Present: Jim Filippi, Jude Okney, Bryan McGinnis, Steve Bubul, Gerry Stelzel,
Judy Grant.
Committee Members Absent: Frank Simon, Michael Hoffman, Neil Weber, Linda Thorsvik, Edwina
Garcia, Pat Miller, Adrian Rygg, Bill Casey, Mary Hauser, Council liaison.
Council Staff Present: Carl Ohm, Anne Hurlburt, Bob Overby, Paul Baltzersen, Tori Hood.
Others Present: d' hcy Bosell, Zoning Administrator, City of Andover, Paul Burns, MN Department
of Agriculture.
Chair Stelzel called the meeting to order at 3:20 pm. No action was taken since there was not a
quorum.
EVALUATION OF DENSTIY ALTERNATIVES - MATRIX
Anne Hurlburt described the changes to the matrix dated August 15, 1990. This revision rates the
criteria in tenns of priority. Influencing factors were separated from performance standards. Housing
and school service criteria were removed. The committee discussed the authority of the Council and
local governments in designating general rural use and commercial agriculture areas. The committee
recommended that performance standards be required oflocal governments in areas where densities
are greater than those recommended by Council policy. Cities should demonstrate the capability to
implement and enforce performance standards. The committee discussed the 7080 rule, a design and
installation standard set by the Pollution Control Agency (PCA); the installation and maintenance
of septic systems and of mound systems. The committee recommended that on 10-acre lots, all wells
be tested on a yearly basis, and septic systems be installed to meet PCA 7080 rules. This would
include an inspection, in addition to installation standards and enforcement of the program.
Paul Burns, MN Department of Agriculture spoke in support of protecting agriculture in the general
rural use area. He discussed marginal agricultural land which is used for specialty crops and is easily
influenced by pressure from adjacent are~'of urban development. He discussed the cumulative
impact of septic systems on small lots on ~he groundwater. Burns also expressed concern with the
Council consideration of allowing smaller lot sizes and greater densities in the general rural use
region, and gave support for the decrease in density to one unit per twenty acres. Burns referred to
report on the cost of providing services to rural development compared to urban development.
The committee discussed and agreed upon these possible standards for rural development:
Requirement of a buffer zone around agricultural areas; locating cluster development in a zone within
1
1 mile of an urban area or major transportation route; required overlay platting for new development ('
so that future service can be provided; and application of the peA 7080 rules. The committee did
not reach agreement on the level that density should be calculated, or whether to include or exclude
undevelopable areas such as public lands or regional parks. Discussion on these issues will resume
at the next meeting on September 19.
Respectfully submitted,
Tori Hood, Secretary
LUACXVI
September 10, 1990
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MEfROPOLITAN COUNCIL
Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101
DATE:
September 13, 1990
TO:
Land Use Advisory Committee Members
FROM:
Robert Overby, Research & Long Range Planning
SUBJECf:
RURAL AREA POLICY STUDY.. Transitional Development Areas
INTRODUCTION
This paper addresses the subject of "transitional development areas" in the rural service area of
the metropolitan region. The paper includes the following items:
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1. definition of transitional development areas
2. need and purposes for the paper
3. relationship to rural policy
4. current Council policy
5. potential approaches and issues
6. case studies
7. conclusions
8. appendices
Definition
"Transitional development areas" are those land areas located outside of the existing year 2000
Metropolitan Urban Service Area (MUSA) which may be needed for urban development in the
future. These are not areas of long-term or permanent low-density rural development in between
the urbanized areas and agricultural areas. The land uses and level of services in transitional
development areas will eventually change from a low-density pattern of rural development with
private on-site well and septic systems to an urban-density pattern of development with public
water and sewer.
Need and Purposes
Rural area and developing area communities need to consider if urban development is going to
come to their part of the metropolitan region. If so, then these communities need to consider
planning how to control land uses and densities in potential transition areas, to allow such areas
to be successfully converted to an urban development pattern of land uses and services. If the
communities do not plan for their future urban service areas before development occurs, then it is
possible that the existing land uses and development patterns may later block urbanization.
The Council has observed cases where allowing development on large lots in the rural service
area can conflict with the transition to an urban development pattern with urban services. The
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Council has also observed cases where communities have succeeded in converting rural land areas
to urban development patterns. This paper describes three general approaches for transitional
development area planning, based on case studies from the Metropolitan Area.
The purposes of this paper on transitional development areas are:
(a) to recognize that, over time, some rural areas will become urban;
(b) to describe approaches for transitional development area planning;
(c) to describe examples of transitional development area planning;
(d) to consider how to provide for transition areas in Council policy; and
(e) to consider ways in which the Council can lend its support and assistance to rural
communities that want to designate and plan for transitional development areas.
Relationship to Rural Poliey Study
Transitional development planning has been a part of the rural policy study since the first issue
papers were prepared by staff in the Fall of 1989. It was previously included in a staff paper
("Alternative Rural Area Policy Review Process" , April 17, 1990) as one of the subjects that will
require decisions by the Council as it revises or reconfirms the rural area policies. The staff paper
of July 2, 1990 ("Evaluation of Density Alternatives") included an evaluation of five development
density alternatives on the basis of how each one might support plans for transitional
development areas.
RELATED COUNCIL POLICY
1986 Metropolitan Development and Investment Framework (MDIF)
The 1976 Metropolitan Land Planning Act (M.S., sec. 473.145) directed the Council to
"prepare and adopt...a comprehensive development guide...for an orderly and economic
development, public and private, of the Metropolitan Area...". In response to the Act, the
Council created the Metrooolitan Development and Investment Framework (MDIF). The MDIF
focuses on guiding growth and urban development into an urban service area.
In the MDIF, "the Council has defined orderly and economic development to include making the
best possible use of public dollars invested in facilities and services. This means that development
should occur first in those areas [that have been or will be] provided with the greatest combined
complement of metropolitan and local public facilities and services. In addition, communities
should stage new land for urbanization in a contiguous manner that minimizes the need for
additional local and regional investments".
The MDIF was amended in 1986, and included forecasts of development needs up to the year
2000. The policy plans for the transportation and wastewater systems were updated after the
MDIF was amended. Development forecasts in the policy plans go out to the year 2010, because
of the need to properly size those system facilities far in advance of when they will be needed.
The MDIF provides a process for extending the MUSA line to include land that is now in the
rural service area. This process was set up in order to provide enough vacant land to meet
expected development demands, and allow planning for needed metropolitan services.
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Communities with land in the MUSA have worked with the Council to designate areas where
urban development is expected to occur through the year 2000. Some communities with MUSA
are planning where the post-2000 transitional development areas are going to occur. Until the
MDIF forecasts are updated to the year 2010, the Council does not formally recognize these post-
2000 urban planning areas.
Some communities outside of the MUSA are not planning to allow urban development, but other
communities do want the MUSA extended into their cities. Cities and townships that want to
have post-2000 urban areas need to start developing plans, policies and ordinances that will
control interim land use in those areas so that an orderly transition can be made later. The
MDIF should provide a policy basis for the Council to support local planning efforts for post-2000
transitional development areas.
1988 Wastewater Treatment and Handlin\! PolicY Plan
The policy plan specifies that metropolitan sewer service will be provided in accord with the
Council's MDIF. Therefore, service will only be available to areas that are inside the
metropolitan urban service area, and consistent with Council population, housing, and
employment forecasts. Planning studies for the design and sizing of future interceptors and
treatment facilities must consider service needs for long time periods (up to 40 years from now).
Because of these planning needs, the policy plan recognizes future sewer service needs beyond
the 2000 MUSA However, until the MUSA line is changed, a commitment for regional service is
not mac1e. The plan does not support the extension of urban sewer service to the rural service
area.
'\ The plan indicates that, if the Council's growth forecasts are borne out, "new development will be
) accommodated largely within the confines of the existing metropolitan urban service area". Also,
that "it should not be necessary or desirable to open up large tracts of land for residential
development outside of the year-2000 urban service area boundary".
Local comprehensive plans are required to be consistent with the wastewater policy plan. The
plan represents the Council's commitment to when and where metropolitan sewer interceptors
and service capacity will be provided in the region. Local land use planning must work within the
capacity and limitations of the regional wastewater system. Local comprehensive plans need to
recognize future urban development areas and the fact that metropolitan sewer service will need
to be available. Communities need to plan where and how sewer lines might be extended to
selVe this future development, and then they need to control land uses and subdivision patterns so
that the sewer lines can be efficiently installed later. Failure to properly manage local land use
planning for future urban development can lead to situations where sanitary sewer service cannot
be extended, and can result in the under-utilization of the metropolitan sewer interceptors.
1988 Transportation Develooment GuidelPolicv Plan
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The overall philosophy of the guide is stated in four principles:
The first transportation priority is to maintain the region's existing transportation system.
(1)
(2)
A high priority is placed on system improvements to support existing development.
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(3) Transportation investments should allow forecasted development to occur, and will be
essential to support future economic growth.
(4) The regional transportation system must be protected to enable it to function adequately,
particularly in case of unanticipated growth.
The guide recognizes that "the region cannot meet growing demands for transportation by simply
adding new roads and services; demand is growing much faster than monies available." Thus, the
plan states that "the Council will approve expansion of the urban setvice area... only when the
state and/or the appropriate local unit of government demonstrate that adequate highway
improvements will be provided when needed to avoid exceeding the capacity of the affected
metropolitan highway". This strategy is intended to prevent new development from causing a
significant negative impact on the metropolitan highway system, since funds for the necessary
transportation system improvements may not be readily available. The guide considered forecasts
of year 2010 travel demand, but did not allocate any growth in traffic beyond the 2000 MUSA
Local comprehensive plans are required to be consistent with the transportation policy plan. One
reason for this is that the amount of travel demand is directly related to the type and intensity of
land uses. Local land use planning must recognize and respect limitations in the capacity of the
regional transportation system. As a result, the Council expects that locally generated trips will
not exceed the capacity of transportation facilities. If this occurs, the Council expects to see local
initiative to correct and mitigate these conflicts.
One of the issues for post-2000 transportation planning is the potential need to preserve right-of-
way corridors in the rural service area of the region. A second issue is that local comprehensive
plans need to recognize future urban areas and the need for minor arterial roads to serve those
areas.
PLANNING APPROACHES
The case studies in this paper generally fit one of three approaches to planning for transitional
development areas. There are two primary distinctions between the three planning approaches:
. whether urban density development is or is not allowed before sanitary sewer setvice is
available; and
. if urban density development is allowed without sewer setvice, does the city have a workable
plan or process that will allow the large lots to be re-subdivided and be provided with sewer
and other urban services?
1. Amcultural Uses and/or Lan!e Lots: No Urban Development Without Sanitarv Sewers.
Case Studies: Brooklyn Park, Coon Rapids, Hastings, Plymouth, Woodbury.
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2. Subdivisions at 4/40 Density. With Overlav for Future Urban Development.
Case Studies: Eden Prairie, Savage.
3. Small-Lot Subdivisions Without Central Sanitarv Sewers.
Case Studies: Andover, Lino Lakes.
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CASE STUDIES
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The case studies are grouped under one of the three planning approaches. All of the case studies
are from communities in the Twin Cities Metropolitan Area. Maps are provided for each case
study to iIlustrate the community's approach to transitional development planning.
1. Al!ricultural Uses and/or Larl!e Lots: 1 Home Per 40 Acres Until Sewer is Available.
Brooklyn Park
The city is a Developing Area community located in northeast Hennepin County. It is entirely in
the MUSA, but there is land in an "urban reserve" district, outside of the city's utility service area.
The city's comprehensive plan states that:
"Growth management by utility extension was instituted by the city in 1963. Its purpose was
to prevent leap frog development that would jeopardize the premature urbanization of
agricultural land. Urbanization in the vicinity of agricultural uses has projected a negative
environment for the farming community. Fiscally, the growth management strategy has
substantially reduced the need for premature urban services by the establishment of an urban
reserve area."
Land parcels in the rural service area are classified as "rural agricultural". The plan states that:
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"Large lot residential development creates several problems in planning for future land use.
Once land has been converted to low-density residential use, this may predetermine an
ultimate residential use for the land even where other uses would be more appropriate. The
best use of land while it is in an 'urban reserve' category is for agriculture. Scattered, large
lot residential development interferes with legitimate farming activities... Maintaining
profitable agriculture is one way to discourage premature conversion to residential use.
"Of great significance to planning is the premature location of housing units north of 85th
Avenue [the city's urban service area line before it was extended to 93rd Avenue]... If
residential growth continues, ...[it] will hamper transportation planning, park acquisition,
sewer extensions, lower income housing, and advanced public land acquisition, among others.
The political realities are always there. However, if very few people live north of 85th
Avenue, the political problems may not materialize and normal growth and extension of
metropolitan and city facilities could continue unimpeded."
In addition to the land use plan and zoning, Brooklyn Park uses its subdivision regulations to
preserve low density land use north of 85th .Avenue. Land cannot be subdivided until all public
improvements are installed. Other than for farmsteads, the city discourages the subdivision of
land in excess of 5 acres. The city requires a minimum lot size of 20 acres because it believes
that large-lot development (five acre lots) would conflict with the comprehensive plan. Areas
with 5-acre lots were located primarily in the older southeast part of the city and along the
Mississippi River. When urban services eventually came, some landowners had to sell their land
in order to pay the assessments for urban services. Overlay or "ghost" platting was allowed as part
of the areawide planning for installing trunk sewers.
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Growth Management Phased Areas
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The city estimated in 1980 that its growth management program had saved the taxpayers some 11
million dollars over similar development in south and west suburban communities. Since 1986, all
of Brooklyn Park has been included in the MUSA Other than the case of a farmer wanting to
annex to the city of Osseo to get urban services (the city sued to prevent this and won), no
landowners have challenged Brooklyn Park's growth management program. The program has
been successful so far, and the city is continuing to use it.
Coon Rapids
The city is a Developing Area community, all in the MUSA, and located in southern Anoka Co.
Prior to 1981, the city had used the MUSA line to contain urban density development in those
parts of Coon Rapids with urban services. In the late 1970's, the city concluded that the MUSA
line in Coon Rapids was limiting the supply of land to the extent that land prices were being
artificially inflated. The city asked the Council to include all of Coon Rapids in the MUSA
After this change was made, the city's comprehensive plan was amended in 1981 to emphasize the
orderly timing and staging for development of the remaining undeveloped land in Coon Rapids.
The city chose a growth management approach that emphasizes the phasing of future growth at
locations that are adjacent to existing development, and that can be provided with adequate public
facilities.
~)
After projecting where and when urban growth is expected to occur from 1980 to 2000, the city
mapped out a plan for urban service staging areas. Coon Rapids allows new development only if
it can be served by permanent public facilities and the activity is within the appropriate urban
service staging area. The major purpose of the city's policy is to prevent "leapfrog" development
and to avoid unnecessary expenditures for public facility improvements. As it turned out, demand
for development occurred in the central part of the city (scheduled last) before development in
the western part of Coon Rapids. Since the city required the developer to pay all costs for urban
services to support new development, this change in the development phasing was not a problem.
The city uses the planned unit development process in urbanizing areas, reviews and approves site
plans to control the quality of development within projected urbanizing areas, reviews requests for
interim land uses in areas of 1990 - 2000 development, and encourages "density zoning" for land
areas that are undeveloped. City staff indicated that some interim land uses (such as pole barns
and truck storage areas) had been allowed years ago, but that all of these land areas have since
been redeveloped and urbanized. The 1981 plan stated that the minimum lot size in areas
without urban services shall be 5 acres for newly created or combined lots. As the area of urban
development has continued to grow in Coon Rapids, the few remaining areas with 5-acre lots
have been resubdivided and urbanized.
City staff explained that they used two primary means for staging urban development in Coon
Rapids: (1) control the type of land uses outside the urban service area through zoning, and (2)
require the developer to pay all costs oLbrban services for new development.
Hastings
The city is a Freestanding Growth Center located in eastern Dakota County. The city contains
urban and rural service areas.
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URBAN SERVICE AREAS STAGING
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The Hastings comprehensive plan discourages low density sprawl "...which by its nature is energy
inefficient (longer trips) and proiubitively costly in respect to provision of city services (schools,
transportation, road maintenance, fire, and police services)". The plan supports single family
residential development that is "located adjacent to existing residential concentrations, filling in
any previous 'leapfrog' developments. In this way, growth can be guided with the logical and
economical extensions of urban services".
The city has a policy that unplanned development should be contained through the orderly
extension of urban services via capital improvements programming. The city does not want public
utilities extended until the existing urban service area is fully developed. The city believes that
the best way to implement the comprehensive plan is to plan large land areas for development as
one unit, rather than on a piecemeal basis. The plan proposes that some land in Nininger and
Marshan Townships should be considered for annexation to Hastings. Hastings has entered into
orderly annexation agreements with both townships. The city views annexation as a way to
accommodate new residential development while forestalling encroachment of urban development
in the rural service district.
In 1988, Hastings annexed land from Marshan Township on the south side of the city. Existing
residential development consisted of one-quarter and one-half acre lots, some of which had on-
site septic systems that were failing or suspect. The remainder of the land was comprised of
undeveloped larger land parcels. When Hastings proposed to assess the owners of these small
lots, 28 of them sued the city to block the assessments. The court found some inconsistencies
that needed to be corrected, but did not block the city from proceeding with the assessment
process. Hastings is now considering whether to apply the original assessments or place some of
the tax burden on the city's general fund. This is one example of how extending urban sewer to
areas with developed small lots can result in problems for the community.
I
Hastings has a density of 1 unit per 5 acres in its rural service area. Most of this area is located
east of the urbanized part of the city, or on the north side of the Mississippi River, and is not
planned to be urbanized.
Plymouth
The city is a Developing Area community located in central Hennepin County. It has both urban
and rural service areas.
The 1980 Plymouth comprehensive plan included objectives related to transitional development
areas: "to promote efficient land use..:, "to provide a rational transition when a change in
ordinance or land use is necessary", and "to maintain an orderly development of access to
utilities".
The city's staged development plan included a 1990 urban service area that is based on the
Council's 1990 sewage flow commitment,t'o Plymouth. The urban service area in Plymouth
includes only that land which has trunk sanitary sewer available and which is serviced or which
could be serviced by lateral sanitary sewer - subject to the city's 5-year capital improvements
program and the staged development plan. The staged development plan also included two post-
1990 service areas. These areas are inside the MUSA, but will not be considered for trunk
sanitary sewer extension or urbanization before 1990.
7
...
The remainder of land in the northwest part of Plymouth is in a rural service area. This area is
..' \, not scheduled to receive trunk sanitary sewer service before the year 2000, or until a metropolitan
'-.J sewer interceptor is extended. The density in this area of Plymouth may range from an
agricultural density of one dwelling unit per 40 acres to a maximum allowable density of one unit
per 5 acres in the rural areas. The overall density in this "rural living area" district is not expected
to exceed one unit per 10 acres, due to the physical constraints of the land and the enforcement
of adopted city codes and policies.
The minimum lot size requirement was 5 acres, but the city decided in the early 1980's to change
it to 20 acres. This change was made in order to help decrease the pressure for allowing
development in the rural service area, and help the city remain firm in their position of keeping
urban development inside the MUSA The zoning designation in the rural service area is "future
restricted development". Agriculture and single family detached housing are the only land uses
allowed outside of the MUSAboundary. Undeveloped public parks and private recreational
facilities are also allowed.
Some of the criteria that the city uses to implement its staged development plan are listed below:
1.
2.
3.
4.
C) 5.
6.
7.
8.
In changing from one density or type of dwelling to another, the burden of a satisfactory
transition is the responsibility of the developer seeking the change.
The city will discourage new housing developments that have no potential to develop
into full-sized neighborhoods.
The city will discourage or prohibit "spot-zoning" to satisfy special interests.
The city will discourage or prohibit "Ieap-frogging" of intensive land uses into future
development areas when adequate zoned land is available.
The city will discourage or prohibit development beyond existing utility service areas.
Transition between radically different land uses should be accomplished on the
developer's property, or should be accomplished by a natural boundary, arterial road,
landscaping, etc.
The city will require that land development be served with all municipal services. This
means that sewer is not extended to new lands unless water and storm drainage can be
developed concurrently.
The city will only extend utilities to areas that are contiguous with existing utility service
boundaries.
City staff indicate that there has been a tremendous amount of infill development in the Plymouth
MUSA in the 1980's. Some of the old 5-acre lots have been re-subdivided and provided with
urban services. Typically, the property owner will sell the land to a developer. If the land has
sewer and water service available, then an application is made for rezoning from "Future
Restricted Development" to an urban zoning district. The city also checks on a regular basis to
see if there are undeveloped properties in the MUSA that could be ready for urbanization.
There were 2 or 3 cases years ago where landowners requested variances to allow the subdivision
of undeveloped land into 5-acre lots. Overlay or "ghost" platting was required to show how the
parcel could be further divided, and access to a public street was necessary. Of the 2 or 3
variance requests, only one was approved by the city.
City staff descnbe the success of growth management in Plymouth as based on a combination of
"policy, comprehensive planning, and ordinances with strict regulation".
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Woodbury
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The city is a Developing Area community located in southern Washington County. It has both
urban and rural service areas.
The city's 1980 comprehensive plan provides a plan for the staging of urban services within the
MUSA, and to direct growth to areas that already have sanitary sewer or are adjacent to sewered
areas. The overall direction of the city plan is for Woodbury to grow and change from a
residential/agricultural environment to a non-agricultural, residential, commercial, industrial
community. The goals for the rural service area are to provide a rural residential atmosphere,
allow existing productive agricultural uses to continue, provide for orderly interim land uses, and
resist development pressures.
Three zoning districts in Woodbury are relevant to the subject of transitional development areas.
The R-l "Rural Service Area" district allows agricultural uses and single-family homes on 5-acre
lots, not to exceed a density of 4 units per 40 acres. The city's long-term plan is to gradually
extend the MUSA into the Rural Service Area district.
The R-2 "Rural Estate" district is generally located in areas with land that is not well suited for
agriculture, and also contains rolling hills and bedrock close to the surface that would make the
extension of sanitary sewer very costly and difficult. The city decided this area should remain in a
long-term, semi-rural lifestyle with development occurring on large lots. The maximum density is
4 dwelling units per 40 acres. A minimum lot size of 3 acres is required, and agricultural uses are
not allowed. Cluster development is allowed in unplatted areas.
')
The R-4 "Urban Expansion Area" district allows up to 3 units per 40 acres. There are some 5-
acre lots inside and outside of the MUSA, in the R-4 district. Cluster development is not
allowed. Subdivision plats are not allowed without sewer and water. Municipal trunk sewer lines
will be extended in an economically sound manner to property that is contiguous to sewered land,
consistent with the land use staging plan. The city requires easements for future roadways. If
there are any remaining 5-acre lots that are contiguous to the urbanizing area, the city asks to see
a concept plan that shows how city streets and services can be extended to those areas.
2. Subdivisions at 4 Per 40 Density. With Overlav for Future Urban Density Development.
Eden Prairie
The city is a Developing Area community located in southern Hennepin County. It has both
urban and rural service areas.
An important goal of the city plan is that development should be planned to effectively use trunk
sewer systems. The city eliminated a section of its ordinance that allowed platting of land in the
rural service area without sewer and water utilities. New development has generally been filling
in the undeveloped areas of the existing MUSA, with 1/2 and 113 acre lots. Several plans for
subdivisions with overlays for re-subdivision were proposed in Eden Prairie about 10 years ago.
One of these plats had 5-acre lots, the other two plats had lot sizes of 5 to 10 acres. None of
these areas has been re-subdivided as yet.
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Source:
Brauer & Associates
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The remainder of the city outside the MUSA is the rural service area. In 1977, the city allowed
5-acre lots in the rural service area. In 1985, the city changed its rural density policy to conform
to the Council's "4 per 40" policy, and now has a minimum lot size requirement of 10 acres. City
staff indicated that the larger minimum lot size was adopted as a means to discourage residential
development outside the MUSA, and this appears to have succeeded.
,.
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Eden Prairie is now considering two new approaches to development in their rural service area:
(a) Planned Unit Development - Use this approach for large tracts of land (for example, 200
acres) to cluster 20 homes in a subdivision on 2-acre minimum-sized lots, provide a road
network, and "ghost plat" the remainder of the PUD for future urban development when
urban services are available.
(b) Housine: and Golf Courses - Include homes at 1 unit per 10 acres overall density, but cluster
the units at a net density of 1 unit per 2 acres. Urban streets would be installed.
Homes could be served by private, on-site wells and septic systems, and the pipes for water
and sewer service could be put in with the streets but left unconnected until later. Or, all
the homes could be connected to a private, deep well and have individual septic systems.
Savage
The city is a Developing Area community located in northern Scott County. It has both urban
and rural service areas.
Prior to the enactment of zoning regulations, platted areas in the unsewered rural area ranged
from 1 to 3 lots per net acre. For minimum lot size, Savage changed from a minimum of one-half \
acre to 5 acres, and more recently to 10-acres. In 1973, the zoning ordinance was amended to \, l
prohibit further platting in areas without sanitary sewer. In 1978, an amendment was added to
impose a density standard of 4 units per 40 acres in the rural area of the city, and a minimum of
one-eighth mile distance between each 10-acre lot
In 1989, Savage decided to allow platting of 100acre lot subdivisions in areas of the city which
would eventually be served by sanitary sewer. In these subdivisions, an overlay plat is made which
shows the lot lines for smaller lots when sewer service comes and the land can be subdivided
again. The city allows homesites to be clustered, allows a transfer of development rights between
land parcels, and allows community well and septic systems.
Developers and home buyers have been willing to work with the concept so far. The city has not
had any experience in continuing the process through the re-subdividing and sewering phase.
3. Small-Lot Subdivisions Without Sanitary Sewers.
Andover
/
The city is a Developing Area community located in central Anoka County. It has both urban
and rural service areas.
10
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CI1Y OF SAVAGE Figure 1-3
1990 Urban/Rural Service Areas
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ANDOVER
INNESOT~
191'''"t",ll:or
NORTHWEST ASSOCIATED CONS1JLlANTS INC.
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loB
Andover wants the general growth pattern to "evolve out from the sewered areas, expanding into
r \ new areas and in-filling existing subdivisions, [while] retaining the wetland and agricultural
) framework". The 1980 city plan indicates that "extensive residential growth will proceed in a
staged manner, governed by the time framework of the availability of sanitary sewer service.
growth on an individual home scale will occur... with limitations on lot size".
Andover requires a 2.5 acre minimum lot size outside the MUSA, with 39,000 square feet (0.9
acre) of buildable area. The city believes that this minimum lot size will prevent the pollution of
groundwater, prevent premature extension of sanitary sewer, and will not significantly impact the
open space and rural character of the city since so much of the land has barriers to development.
The city had a zoning district that permitted one dwelling unit per one acre, but this was
eliminated by 1980.
In 1987, Andover amended its comprehensive plan to add land to the MUSA. As part of that
plan amendment, the city decided to allow subdivision plats in the existing or future MUSA areas
only if lots are platted to show how the land will be re-subdivided when sewer and water become
available. Easements for roads, utilities, and other public needs must also be shown on the plat.
The minimum size of the re-subdivided lots is based on urban densities with sewer service. The
minimum lot size for unsewered land in the MUSA is 0.9 acre. A few subdivisions have been
platted in this manner, but only one of them has been re-subdivided and provided with urban
services. The city feels that the conversion to urban services worked successfully.
Lino Lakes
The city is a Developing Area community located in southern Anoka County. It has both urban
\ and rural service areas.
/
The city's 1981 comprehensive plan noted the lack of significant public utilities, due primarily to
the limited availability of metropolitan sewer service and the city's historically sparse density of
development. Over half of the land area in Lino Lakes is comprised of soils that have marginal
and severe limitations due wetness (water table within 5 feet of the ground surface).
One of the plan's objectives for community development is to "encourage development in
designated expansion areas through the review process [and] discourage development in the
designated rural areas through utilization of development controls". For public utilities, the city
policy was that "intensive growth should be coordinated with utility service areas on a logical
expansion basis" [and that] "areas not receiving central sanitary sewer service should be developed
according to the physical capabilities of the land and the city's growth management plan".
The city's land use plan included a category of "expansion residential". These were areas outside
of but adjacent to the proposed urban service districts, where the next extensions of sewer service
could be located. In order to hold this land available and make future sewer extensions feasible,
Lino Lakes proposed to allow interim non-sewered development with one-acre minimum lots, but
only if the land could be re-subdivided into smaller lots when sewer became available. Since then,
Lino Lakes has not implemented any overlay ("ghost") platting of subdivisions. However, some
re-subdivisions of land have occurred in the last 2 years. Sewer lines were installed adjacent to
the rear of some large lots and owners were able to split off and sell the rear half of their lots.
~
11
.
The expansion residential land use category was recently eliminated from the comprehensive plan,
after Lino Lakes decided that allowing development on small lots in the rural service area worked
against the orderly extension of urban services and development. One reason for deleting the
category was that landowners wanted to develop their unsewered 2.5 acre lots, but did not
consider how urban services might later be provided. Many of these people later opposed the
city's assessments for urban services, or were unable to afford the tremendous cost (some
assessments were equal to as much as two-thirds the value of the homeowner's house!).
Another reason was city officials noticed that communities around Lino Lakes were starting to
run out of sewered undeveloped lots. They decided that the city should prepare to make more
undeveloped urban lots available, and not allow any more unsewered small lot development in the
MUSA or in future urban areas.
A second category of "rural residential" included areas that already had substantial development of
one-acre lots, and were either well outside the sewered area or were near the sewered area but
could not be re-subdivided. This area was proposed for single. family subdivisions of one-acre lots.
Due to the low density of development, the level of public services was going to be somewhat less
than in the urban areas of Lino Lakes. The city decided that this land use category did not allow
such areas to be efficiently provided with urban services, and they took it out of their plan.
A third land use category is "rural". The city used to require lots with a minimum size of one
acre, but then increased the minimum size to 10 acres. The maximum density is 1 lot per 10 acres
(4 per 40). When lO-acre lots are proposed to be subdivided from larger land parcels, the
landowner/developer must provide an easement for future roads and utilities, and record the
easements on the plat. This practice has worked to reduce the number of people wanting to
move out onto lO-acre lots in Lino Lakes. Agricultural uses are also encouraged in this area.
In June of 1990, the Council received a letter from Lino Lakes which explained that the city no
longer wants to allow one-acre and 2.5-acre lots in unsewered areas. A copy of this letter is in
the Appendix of this paper. City officials had decided that it was a mistake to allow a 1200-acre
area of Lino Lakes to be subdivided for single family development on large lots. High
assessments for road repairs, road rebuilding, sewers, and water service have forced Lino Lakes to
spread a large part of the service costs onto the city's general fund, where all the taxpayers of the
community help to pay. The large lot, low density development pattern also resulted in higher
costs to provide services such as police, fire, snow plowing, weed inspection, animal control, and
school bus transportation. The city credits the higher cost of maintaining these areas of rural
density as part of the reason that Lino Lakes now has the eighth-highest property tax rate in the
metropolitan area.
Lino Lakes is now amending its comprehensive plan and zoning ordinance to not allow these
large-lot unsewered subdivisions in the future. The letter from Lino Lakes concludes by offering
the "hope that others will benefit from [their] experience and forego this [type of] development.
It's best to wait for sewer".
/
12
.
---' .:.
\
J FIGURE 6
CITY
OF L1NO-LAKES
LAND USE PLAN /
CJ:] UGHT INCUSTRIAI.
_ COMMERCIAL
~ CONSERVATlON/RESTR. SOIL
c::J RURAL R
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b '&~~A.s04IWAH ASSOC1AT'!S. INe.
1m MUl.T1PlE FAMILY
l!!!!!!!!J URBAN RESICENTIAI. U R
lIIIIlII EXPANSION RESIDENTIAL ,ER
t:::.',:! RURAL RESIDENTIAL RR
1;2. A
..
C.itlj of Lino La kes
PROPOSED MUSA
m~Y'C.VI, I qq 0
FIGURE 3
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ANALYSIS
\
./ Plannine: aooroach # 1:
Al!ricultural Uses and/or Lare:e Lots: 1 Home Per 40 Acres Until Sewer is Available
From a regional perspective, this approach is most consistent with the Council's current policy for
urban development. This approach maintains a sharp distinction between urban area land uses
and density, and rural area land uses and density.
A major advantage of this planning approach is that the local land use controls allow the
community to provide urban services in the urbanizing areas in a rational, orderly and sequential
manner. Requests for urban services to land located outside the MUSA are not approved until
the existing urban land supply is used up.. If the land is in a future urban area, then the capital
improvements plan can be amended to schedule the area for urban services. Land uses and
patterns of development are not allowed if they might later obstruct the extension of urban
services.
A potential disadvantage is the concern that a very restrictive rural development policy can lead
to lawsuits and court battles. However, the courts will generally uphold a community's growth
management plan if there is a staging plan and capital improvements program to show land
owners and developers when urban services will be available.
The case study communities that have used this approach appear to have succeeded in keeping
large, rural, undeveloped and unserviced parcels of land intact until they can be subdivided and
~. ) efficiently provided with urban services at the time that urbanization occurs.
Plannine: aooroach # 2:
Subdivisions at 4 Per 40 Density. With Overlav For Future Urban Density Develooment
In theory, it appears that this planning approach could be workable, since it is a kind of variation
on the first approach. However, the key to making this approach work is the feasibility of
implementing the re-subdivision plan.
One advantage to this approach is that the approval of future urban development can made
subject to the availability of sewer service, and reasonable land use is allowed in the interim
period. Another advantage of the overlay approach is the control it can provide over new
development, if there are stipulations on the recorded plat that further subdivision beyond 4 per
40 density would not be allowed until sewer is available.
However, the overlay plat is no guarantee"that local landowners or homeowners will agree to have
their neighborhoods divided up to create/small urban lots that can be served by sewer and water.
Property owners are often opposed to urban development because of the perceived loss of rural
character or high utility assessments, and then they succeed in blocking the assessments.
Another drawback is the need to eventually repeat the subdivision process to make the other lots
available for urban development and services. This will require more staff time and can be more
expensive to provide urban services.
"
/
13
...
This planning approach is more complicated, requires more expert staff, and is more difficult to
administer than planning approach number one, and there is little or no experience in the region
to indicate if it can really work.
Plannin!!: aooroach # 3:
Small-Lot Subdivisions Without Central Sanitary Sewers
This planning approach clearly has the most potential for creating problems. The development
pattern fosters the idea in the minds of local residents that these areas are "rural", people decide
that they don't want their neighborhoods to change, no provision is made for re-subdividing the
lots to urban density sizes, homeowners cannot afford the high assessment costs, or it is no longer
even physically possible to extend water and sewer lines into the area.
One potential result is that local growth plans can be frustrated, and then the regional sewer
system is underutilized and less efficiently operated. A second potential result is that failure of
on-site septic systems on these small, contiguous lots can lead to the premature need to extend
sanitary sewer service, if no back-up drainfield site is available.
CONCLUSIONS
This paper has described the need for transitional development areas, defined the term, described
existing Council policy, suggested three general planning approaches, provided examples of
communities in the metropolitan area that are working with various forms of transitional
development planning, and described possible advantages or disadvantages of these approaches.
The following conclusions summarize the main points of this paper.
1. Transitional development areas should be located adjacent to existing or planned urban
service areas, in accordance with Council policy and because of the cost-effectiveness of
extending existing urban services.
2. Planning for transitional development areas through the year 2000 is a common practice in
Developing Area communities of the region, and is supported by current Council policy.
When the MDIF is updated to include 2010 forecasts, then Council policy can be amended
to provide support for local planning for transitional development areas after the year 2000.
3. Planning for transitional development areas is less common in completely rural communities,
and is not encouraged by current Council policy.
4. Rural communities that do not want to have an urban service area should be aware that the
Council cannot require a community to provide public sewer service, unless there are failed
on-site septic systems (and then the service would be provided at local cost).
5. The Wastewater Treatment and Handlin!!: Policy Plan does not support the extension of
urban sewer service beyond the 2000 MUSA line. However, planning studies for the design
and sizing of the regional sewer facilities must consider the possibility of future sewer service
areas outside the 2000 MUSA line. Communities that want to plan for transitional
14
'. ,
..
development areas outside the current MUSA need to work with the Council and the
'\ Metropolitan Waste Control Commission to determine whether such areas are located
/ upstream of an existing or planned sewer service area, and whether the metropolitan sewer
interceptor is or will be sized to include capacity for future wastewater flow from that area.
6. The Transportation Develooment Guide/Policy Plan emphasizes that local land use planning
must recognize and respect limitations in the capacity of the regional system to serve new
development. Communities that are planning for transitional development areas should
include provisions for minor arterial roads to handle the additional traffic.
7. Three approaches to planning for transitional development areas are described in this paper,
and illustrated by case studies.
The first approach seems to do the best job of limiting development to very low densities
until the full range of services can be provided as part of a staging plan and in conjunction
with a capital improvements program.
The second approach in theory can work, but it will require more up-front planning effort.
Even under the best circumstances, it may not work if landowners are against it. No really
good examples have been found where this approach worked in the metropolitan area.
The third approach can prevent development at urban densities with full urban services.
r '1
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15
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Transitional Development Areas Paper, Appendix - Attachment 1
C I T Y
o F
TINO k\I\fS
June 7, 1990
steve Keefe, Chairperson
Twin cities Metropolitan Council
230 East 5th street
st. Paul, MN 55101
Dear Mr. Keefe:
I am writing at the direction of Harold Bisel, Mayor of the
city of Lino Lakes. Recently the mayor attended a meeting
where several elected officials from local units of
government in Anoka County e~ressed dissatisfaction with
Metro Council policies regard~ng development in unsewered
areas.
In particular there was a considerable amount of sen~iment
for the creation of one and 2 1/2 acre lots. Please
understand that Lino Lakes wants nothing to do with this.
Several years ago the city approved SUbdivisions for single-
family development on large lots covering about 1200 acres.
It was a mistake. with the large lots the city is re9Uired
to ~rovide the usual city services including 5nowplow~ng,
pol~ce, fire, and parks to what is really a rural density.
The result has seen high property taxes, about the eighth
highest in the metropolitan area.
And what of the residents who bought these idyllic pieces of
nature? ~~ere sewer has become available most residents have
SUbdivided their lots retaining only normal city sized lots.
In other areas where sewer is not yet available homeowners
usually maintain and landscape about half an aCre, the rest
grows up with quackgrass. It's not a pretty sight and it's a
voracious land user. '
Lino Lakes is presently amending its comprehensive plan and
zoning ordinance to get rid of these large lot unsewered
subdivisions. Mayor Bisel and I hope that others will
benefit from our experience and forego this development.
It's best to wait for sewer.
Sincerely"
/
John Miller
City Planner
CC: Bob Overby, Mary Hansen, steve Schwanke
J~
1189 MAIN SrI\EF.T. LINO L4,KE.5. MI:'JNEBOTA 00014 612-464-6562
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METROPOLITAN COUNCIL
Mears Park Centre, 230 East Fifth Street, Sl Paul, Minnesota 55101
612291-6359 IDD 612 291-0904
DATE:
September 12, 1990
TO:
Land Use Advisory Committee
FROM:
Carl Ohm, Anne Hurlburt
SUBJECf:
Application Options for Density Alternatives
INTRODUCTION
During the past few LUAC meetings, committee members have expressed various ideas as to how
the density policy might be applied, taking into consideration lot size, clustering and performance
standards. This memorandum was prepared to help committee members crystallize their thoughts
about these options or to develop new ones. The second part of this memorandum includes a list
and discussion of performance standards that might be required to address septic systems and wells
under any or all of the options. The performance standards have been developed assuming, as
density increases, or more clustering of units is allowed, the committee members would want to
increase the protection of the public health and welfare and the environment from the potential of
failing septic systems.
DENSfIY APPLICATION OPTIONS
Four options have been developed based on the committee's discussion. These are descnbed below.
Where necessary, a sketch has been provided to illustrate the application.
1. Standard Density Aoolication
This option would follow what might be thought of as a standard method to apply the density
envisioned in the MOIF. A major issue is over the size of the geographic area over which the
density should be calculated. At present, the Council policy states the density is calculated on
40 acres. The committee seems to prefer more flexibility be given to the cities involved. Staff
has suggested 160 acres might be appropriate (Figure 1). The committee has discussed using
either 640 acres (Figure 2) or the entire city-wide. Assuming there was no minimum lot size,
the allowable units could be clustered into small areas resulting potentially in larger areas of the
community remaining in agriculture or preserved in the present state, which might or might not
be natural.
/
The following table illustrates the number of units that could be located in a cluster under two
alternative application areas. If wea'ssume that a 1 112 acre lot is needed for the house and
septic system, these units would only take a portion of the area. In Table 2, the land developed
(assuming 1112 acre lots) and the land preserved under the two alternatives and three densities
are illustrated.
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Figure 1
Clustering on 160 Acres at 1/10 Density
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Clustering on 640 Acres at 1110 Density
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.". ,9tisieringAItematives/ASsume 13 A.cre Lots ,',
Oustering Density 112.5 Density 115
Density 1110
Alternatives
160 a=
Acres
Developed
96
384
Acres
Preserved
640 acres
64
256
Acres
Developed
48
192
Acres
Preserved
112
448
Acres
Developed
24
96
Acres
Preserved
136
544
If a community sewage disposal system or a package treatment plant were developed, the developed
acreage could be reduced There is a limit to this intensification if the market is to focus on housing
of a rural character.
Pros and Cons
. The rural character of the area diminishes as the concentration of units increases.
. Concentration of development will preserve large areas in their present physical state. (See
Table 2.)
. Due to a closer grouping of homes some benefits or cost savings might occur in the delivery
of some services such as snow plowing or school bus routes.
. The potential of requesting and receiving premature extension of regional sewer service
would increase should problems develop in private septic systems.
2. BufYerin2 Conceot
This application would establish zones which would extend from the sewered area of the
community or from the boundary of a sewered community. Two butTer concepts are provided
for the committee's consideration. /ButTer concept A is based on a low density transition area
while butTer concept B uses a dense transition area assuming other mechanisms are put in place
to allow future development of the area at urban densities.
Buffer Concept A
The first zone would be a transition area anticipating a change in present rural uses to urban
4
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uses. The committee has not decided how this transition area can best be handled, but the two
most discussed ideas are to allow relatively dense development which is "ghost platted" to allow
for further subdivision, or to restrict growth so the area can be subdivided and since there would
be fewer people to object to extension of public sewer and water, developers will have a
relatively euy task of acquiring sufficient land to build urban density projects. This density
might be 1/10 or 1120. In buffer concept A the transition zone is low density. See Figure 3.
The next zone Vr'Ould be developed at a density appropriate for general rural use for an
extended period of time, if not permanently. The intent of this zone is to allow low density
development in areas that are not suitable to urban densities. This zone might be more dense
(1/2.5) than a transition area if it will never have public sewers or water. This concept provides
for a general rural use buffer. This area could be 1/10 to protect the commercial ag area from
more dense rural or urban development. The last zone would be those areas planned and
zoned for commercial agriculture at a density of 1/40.
Pros and Cons
· Recognizes the incompatibility between commercial agriculture and residential development.
· Recognizes and makes visible the issue of transition from rural to urban uses.
· Reduces the potential barrier to orderly and economic urbanization.
· Allows a community to select densities that reflect the unique circumstances of that
community.
Buffer Concept B
The transition zone in this concept would be developed at a density of 1 unit per 2.5 acres
(Figure 4). Given the potential conflict with getting local consent to install public sewer and
water, a variety of mechanisms would be put in place to insure urbanization could occur. This
would include ghost platting of future subdivision of the area, and platting and dedicating future
roads.
The second zone of permanent rural development Vr'Ould be at a lower density than concept A
on the assumption that the community's development would be directed toward the transition
area. Even though the density would be low, there may be provision for clustering so as to
preserve land. The general rural use buffer area again could be 1/10. The final zone Vr'Ould be
commercial agriculture as in concept A
Pros and Cons. Same as concept B.
3.
Allocation of a Uniform Number of Houslnl! Units in All Rural Communities
;
Based on a density standard set at the regional level, each township or city would be allowed
to build an established number ot housing units. For example, in a standard 36-square-mile-
township which equals 23,040 acres, at a density of 1 unit per 10 acres, 2,304 units could be
built. Under this option the community would decide how and where to locate these units. A
community might choose to protect all its land for commercial agriculture and only approve
residential development on a case by case basis. Optionally, the community may want to
designate specific locations for development. The community Vr'Ould have to plan and zone for
the various uses to ensure it will be able to restrict development from the appropriate areas.
5
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Figure 3
Buffer Concept A
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Buffer Concept B
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The committee also discussed what land and water would have to be deducted in making the
calculation of the amount of development allowed in the community. These exclusions include:
. Presently developed land. The number of units now existing in the community would be
deducted from the allowable units. Each city would have to decide how to address lots of
record.
. Surface of water bodies
. Regional highways
Pros and Cons
. Every town and city would be able to develop a comparable maximum number of homes if
the community preserved commercial agriculture or not
. Those communities with significant levels of existing residential development might have only
a limited expansion. (At a 1/10 density calculation, one Anoka County community would
have exceeded this allocation in 1989.)
. The allocation of housing units might put pressure on those communities that are totally
planned and zoned for commercial agriculture to designate some land to be developed.
. Once the established allowable units are built, there would be no additional opportunities for
residential development unless public sewer and water were extended to the community.
PERFORMANCE STANDARDS
Committee members support performance standards that would insure negative impacts of rural
development would be managed. Recorded below are the requirements established in the Council
Water Resource Management Plan. Two levels of standards are established. Level A activities are
required by local government in the rural area if the development is consistent with 4/40 density.
Level B activities are added to the level A requirements if the density exceeds 4/40. (The detailed
description of what these activities include is attached.)
Level A (4/40)
Installation
Permit Record Keeping
Correcting Problems
Licensing
Personnel to Administer Program
Level B (density more intense than 4/40)
Inspection '
Data Collection
Ordinance Compliance /
Work Records
There are other performance standards the committee discussed that may be appropriate if greater
clustering or higher density options are pursued. These are listed below.
. Require one alternative drain field on the permitted lot which has met the required
8
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percolation test.
. Require two alternative drain fields, etc.
. Require annual well testing.
. Require the city or town to carry out annual testing of all septic systems.
. Require the city or town to carry out biennial pumping of all septic systems and bill the
homeowner.
kjpOO598
9.1290
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9
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Water Resources Management Part I
~
plats any following a determina-
tion that the soDs In the platted
area generally are suitable for the
Installation of on-site systems
consistent with the on-site system
ordinance requirements.
c) Separate site testing should be
performed In connection with all
on-site system applications. On-
site system ordinances should
contain installation, inspection
and acceptance procedures that
require all new Installations,
modifications or repairs to be In-
spected and approved prior to
covering the system. Final sys-
tem approval should be given only
where a system has been installed
consistent with the ordinance re-
quirements and any specific
conditions contained in the instal-
lation permit.
iii. Local units of government should
adopt on-site system ordinances and
controls that contain inspection and
maintenance requirements, where
necessary, and consistent with Policy
1 - 2 of the Council's policy plan on
wastewater treatment, and should
help to ensure that system owners
receive appropriate education and
technical assistance with system
operation and maintenance.
a) Insoectlon. On-site systems
should be inspected on a regular
basis, where necessary, and con-
sistent with Policy 1 - 2 of the
Council's policy plan on waste-
water treatment. Inspection
should check the slUdge and
scum accumulation In a septic
tank, or appropriate equivalent, if
any, of an altemative system. In-
spection should occur no less
than biennially. '
b) M::!intAnJ'Ince. Where necessary
and consistent with Policy'1 - 2 of
the polley plan on wastewater
handling and treatment and
paragraph iii.a. above, lOcal gov-
ernments should require
maintenance of a septic tank
when Inspection reveals that
sludge reaches a point 12 inches
below the bottom of the outlet baf-
fie and/or the scum reaches a
point three Inches above the bot-
tom of the outlet baffle.
Maintenance requirements for al-
ternative systems should be
established in the ordinance or at
the time of installation permit ap-
proval.
~
,
-
iv. RecordkeepinQ, All local programs
should provide for record keeping
relating to the design and location of
new and/or renovated on-site
systems. System owners or their
agents should be required to submit a
final description of the system as
installed to the local government. The
description should include such
information as site address, location
and layout of system on the site, type
and design of system installed, type of
building served and the results of the
site suitability analysis (percolation
tests and/or soil borings).
Where necessary and consistent with
Policy 1 - 2 of the Council's polley plan
on wastewater handling and
treatment, local programs should
provide for on-site system data
collection and record keeping
covering the frequency of complaints,
pumping and/or other maintenance
activities for each system.
1
v. Remedial Action. Programs should
include measures to Identify the
location of systems creating
nuisances and/or endangering public
health and/or endangering the safety
of any domestic water supply, and/or
polluting or contaminating any water
of the state.
Ordinances should require that
existing systems comply with the
adopted on-site system standards in
situations where work other than
maintenance is being proposed for an
existing system.
vI. Authorized Metropolitan Area
counties and/or local units of
government should collectively and
cooperatively establish programs and
standards for licensing system
installers, pumpers, haulers, Sire
I~
74
10
:r~
~ . l
i '--
evaluators and malntalners opp.r::lllng
WIthin their lurisdlctlon. Ucenses shall
be Issued only to those who meet
training and knowledge requirements
as evidenced by the satisfactory
completion of a certification program.
a) Consistent with Polley 1 - 2 of the
Council's polley plan on was-
tewater handling and treatment,
programs and controls should es-
tablish appropriate requirements
and measures applicable to in-
stallers. pumpers and haulers that
ensure satisfactory performance
liability coverage and compliance
with local ordinances.
b) Consistent with Policy 1 - 2 of the
Council's pOlicy plan on was-
tewater handling and treatment,
work records should be obtained
on a regular basis by each local
unit of government from licensed
pumpers, haulers and main-
tenance operators regarding their
activities In the local jurisdiction as
a condition of licensing.
particularly where funding/staffing
Is marginally adequate.
viII. Enforcement. Ordinances shall
contain appropriate appeal, variance
and enforcement provisions.
~.)
a) Administrative powers that should
be specified in ordinances indude
those relating to performance of
investigatory review, site inspec-
tion, permit analysis, inspection,
and the issuance of orders relating
to enforcement activities.
b) Communities shall ensure the ap-
pointment of trained and qualified
persons as adminlstratorS/lnspec-
tors, the absence of any
conflicting business or Interests
within the jurisdiction, and should
provide express standards/relat-
ing to removal of administrative
personnel.
c) Ordinances should provide op-
portunity for cooperation or the
selective delegation to ad-
ministrators from other units of
administrative responsibilities.
a) Ordinances should contain
specification as to violations,
fines, penalties and other
remedies associated therewith.
b) Ordinances should contain
provisions enabling the ad-
ministrator or other official to issue
orders to suspend or revoke per-
mits or stop action where
performance Is occurring in viola-
tion of requirements; require the
correction of new or existing sys-
tems where. following Inspection
and review, a system Is deter-
mined to be defective; require
owners to cease and desist from
the use of an on-site system
operating In a manner creating
hazard to public health, safety or
welfare.
c) Ordinances should contain
governmental authority to inspect
existing systems following ade-
quate notice. Ordinances should
contain provisions requiring
governmental inspection of sys-
tems for which there is probable
cause to believe that a hazard to
public health, safety or welfare ex-
ists.
d) Ordinances should provide
authority for the local government
to perform inspection and main-
tenance when the same are not
performed In compliance with or-
dinance requirements.
e) Ordinances should provide for the
recovery of costs relating to sys-
tem maintenance from owners of
on-site systems to which such
problems are attributable.
f) Ordinances should contain proce-
dures for appeal of administrative
actions.
g) Ordinances should contain a
variance provision that allows
variances with respect to size and
the ability to Impose alternative or
additional design, site or location
requirements with respect to
,~
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vii. Local on-site systems management
and control programs shall be ade-
quately staffed and funded:Ad-
mlnlstrallve powers. responsibilities
and rights shall be specified in local
ordinances.
!
,
11
75
..-
Water Resources Management Part I
variance applications. Provisions
In the ordinance that are nonvarl-
able should be specified.
Ix. Areas of the community where on-site
systems are pennitted as temporary
and pennanent facUities should be
delineated on a map using U.S. SoU
Conservation Service soil classes,
including high groundwater table,
steep slopes and underlying rock
close to ground surface.
MUNICIPAL SEWER FACIUTY ACQUISITION
AND RECONVEYANCE OR ABANDONMENT
OF METROPOUTAN FACIUTIES
MUNICIPAL SEWER FACIUTY ACQUISITION
General Discussion
Pursuant to authority granted to the Council,
MetropOlitan Area municipalities and the
Metropolitan Waste Control Commission may
propose the acquisition by the commission of
existing municipal sewerage facilities, and the
Council must review and approve such proposals
prior to commission acquisition.
Handling Procedures
1. Commission acquisitions of sewerage
facilities (hereinafter "local acquisitions") and
studies with regard to the same shall be
included as part of the commission's
implementation plan and shall be approved or
disapproved by the Council in accordance
with the adopted implementation plan
procedures, The Implementation plan shall
show the facUity to be acquired, the area to be
served by it, its life expectancy, alternatives to
acqUiring it, and its present worth.
2. Upon approval by the Council, the
commission shall proceed with negotiating
the conditions for the acquisition of the facility
and with implementing the'decision. /
3, The commission shall identify in the next
implementation plan the status of each facility
acquisition.
Criteria
In considering the inclusion of a local acquisition
in the metropolitan sewer system, the Council and
76
commissIon shall give consideration to any factors
relevant to such a determination. However. local
sewerage, line or pipe acquisition to be Included
in the implementation plan must, at a minimum,
satisfy the following conditions:
1. Be designed for use primarily as arterial
sewers receiving flow from connecting main
or trunk sewers and conveying sewage from
any number of drainage areas; and
2. Will serve areas wholly within the metropolitan
urban service area; and
,~
'. .I
3. Meet at least one of the following conditions:
a. Be designed to receive an average daily
flow of at least 500,000 gallons per day
from or serve at least 1,000 developable
acres in local government units other than
the one in which it Is primanly located; or
b. Is located in one local govemment unit and
conveys or is designed to convey at least
90 percent of the ultfmate sewage flow
originating in an upstream local
govemment unit; or
c. Is needed to directly connect other
facilities owned orto be constructed by the
commission.
~
RECONVEYANCE OR ABANDONMENT OF
METROPOUTAN SEWER FACIUTIES
General Discussion
From time to time, as a result of the construction
of a new metropolitan facility, sewage flow from an
upstream community is diverted to either another
interceptor or a local trunk sewer system. The
interceptor from which the flow is diverted may
then be used solely as a local facility and no longer
be needed as a metropolitan facUity. In such
instance, the commission should request that the
CouncU detennine if the facility should be removed
from the metropolitan sewer system and
abandoned or reconveyed to the local unit of
government using it.
Handling Procedures
1. The commission shall Identify facilities that
may no longer be needed as part of the
metropolitan sewer system In the
implementation plan or amendment to it. The
implementation plan shall Identify how the
facUity was first acquired, the reasons for
taking it out of service, the options available
t
12
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'J
MEfROPOLITAN COUNCIL
Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101
DATE:
September 13, 1990
TO:
Land Use Advisory Committee Members
FROM:
Robert Overby, Research & Long Range Planning
SUBJECf:
RURAL AREA POLICY STUDY -. Transitional Development Areas
IN1RODUCTION
This paper addresses the subject of "transitional development areas" in the rural service area of
the metropolitan region. The paper includes the following items:
'\
./
1. definition of transitional development areas
2. need and purposes for the paper
3. relationship to rural policy
4. current Council policy
5. potential approaches and issues
6. case studies
7. conclusions
8. appendices
Definition
"Transitional development areas" are those land areas located outside of the existing year 2000
Metropolitan Urban Service Area (MUSA) which may be needed for urban development in the
future. These are not areas of long-term or permanent low-density rural development in between
the urbanized areas and agricultural areas. The land uses and level of services in transitional
development areas will eventually change from a low-density pattern of rural development with
private on-site well and septic systems to an urban-density pattern of development with public
water and sewer.
Need and Purposes
Rural area and developing area communities need to consider if urban development is going to
come to their part of the metropolitan region. If so, then these communities need to consider
planning how to control land uses and densities in potential transition areas, to allow such areas
to be successfully converted to an urban d~velopment pattern of land uses and services. If the
communities do not plan for their future urban service areas before development occurs, then it is
possible that the existing land uses and development patterns may later block urbanization.
The Council has observed cases where allowing development on large lots in the rural service
area can conflict with the transition to an urban development pattern with urban services. The
)
1
.
Council has also observed cases where communities have succeeded in converting rural land areas
to urban development patterns. This paper describes three general approaches for transitional
development area planning, based on case studies from the Metropolitan Area.
The purposes of this paper on transitional development areas are:
(a) to recognize that, over time, some rural areas will become urban;
(b) to describe approaches for transitional development area planning;
(c) to descnbe examples of transitional development area planning;
(d) to consider how to provide for transition areas in Council policy; and
(e) to consider ways in which the Council can lend its support and assistance to rural
communities that want to designate and plan for transitional development areas.
Relationshio to Rural PolicY Study
Transitional development planning has been a part of the rural policy study since the first issue
papers were prepared by staff in the Fall of 1989. It was previously included in a staff paper
("Alternative Rural Area Policy Review Process" , April 17, 1990) as one of the subjects that will
require decisions by the Council as it revises or reconfirms the rural area policies. The staff paper
of July 2, 1990 ("Evaluation of Density Alternatives") included an evaluation of five development
density alternatives on the basis of how each one might support plans for transitional
development areas.
RELATED COUNCIL POLICY
1986 Metropolitan Development and Investment Framework (MDIF)
The 1976 Metropolitan Land Planning Act (MS., sec. 473.145) directed the Council to
"prepare and adopt...a comprehensive development guide...for an orderly and economic
development, public and private, of the Metropolitan Area...". In response to the Act, the
Council created the Metropolitan Develooment and Investment Framework (MDIF). The MDIF
focuses on guiding growth and urban development into an urban service area.
In the MDIF, "the Council has defined orderly and economic development to include making the
best possible use of public dollars invested in facilities and services. This means that development
should occur first in those areas [that have been or will be] provided with the greatest combined
complement of metropolitan and local public facilities and services. In addition, communities
should stage new land for urbanization in a contiguous manner that minimizes the need for
additional local and regional investments".
The MDIF was amended in 1986, and included forecasts of development needs up to the year
2000. The policy plans for the transportation and wastewater systems were updated after the
MDIF was amended. Development forecaSts in the policy plans go out to the year 2010, because
of the need to properly size those system facilities far in advance of when they will be needed.
The MDIF provides a process for extending the MUSA line to include land that is now in the
rural service area. This process was set up in order to provide enough vacant land to meet
expected development demands, and allow planning for needed metropolitan services.
2
"
.
Communities with land in the MUSA have worked with the Council to designate areas where
r '1 urban development is expected to occur through the year 2000. Some communities with MUSA
'. j are planning where the post-2000 transitional development areas are going to occur. Until the
MDIF forecasts are updated to the year 2010, the Council does not fonnally recognize these post-
2000 urban planning areas.
Some communities outside of the MUSA are not planning to allow urban development, but other
communities do want the MUSA extended into their cities. Cities and townships that want to
have post-2000 urban areas need to start developing plans, policies and ordinances that will
control interim land use in those areas so that an orderly transition can be made later. The
MDIF should provide a policy basis for the Council to support local planning efforts for post-2000
transitional development areas.
1988 Wastewater Treatment and Handline: Policy Plan
The policy plan specifies that metropolitan sewer service will be provided in accord with the
Council's MDIF. Therefore, service will only be available to areas that are inside the
metropolitan urban service area, and consistent with Council population, housing, and
employment forecasts. Planning studies for the design and sizing of future interceptors and
treatment facilities must consider service needs for long time periods (up to 40 years from now).
Because of these planning needs, the policy plan recognizes future sewer service needs beyond
the 2000 MUSA However, until the MUSA line is changed, a commitment for regional service is
not made. The plan does not support the extension of urban sewer service to the rural service
area.
,. \ The plan indicates that, if the Council's growth forecasts arebome out, "new development will be
'.~ accommodated largely within the confines of the existing metropolitan urban service area". Also,
that "it should not be necessary or desirable to open up large tracts of land for residential
development outside of the year-2000 urban service area boundary".
Local comprehensive plans are required to be consistent with the wastewater policy plan. The
plan represents the Council's commitment to when and where metropolitan sewer interceptors
and service capacity will be provided in the region. Local land use planning must work within the
capacity and limitations of the regional wastewater system. Local comprehensive plans need to
recognize future urban development areas and the fact that metropolitan sewer service will need
to be available. Communities need to plan where and how sewer lines might be extended to
serve this future development, and then they need to control land uses and subdivision patterns so
that the sewer lines can be efficiently installed later. Failure to properly manage local land use
planning for future urban development can lead to situations where sanitary sewer service cannot
be extended, and can result in the under-utilization of the metropolitan sewer interceptors.
1988 Transoortation Develooment GuidelPoliCY Plan
/
The overall philosophy of the guide is stated in four principles:
(1) The first transportation priority is to maintain the region's existing transportation system.
(2) A high priority is placed on system improvements to support existing development.
-_J 3
(3) Transportation investments should allow forecasted development to occur, and will be
essential to support future economic growth.
(4) The regional transportation system must be protected to enable it to function adequately,
particularly in case of unanticipated growth.
The guide recognizes that "the region cannot meet growing demands for transportation by simply
adding new roads and services; demand is growing much faster than monies available." Thus, the
plan states that "the Council will approve expansion of the urban service area... only when the
state and/or the appropriate local unit of government demonstrate that adequate highway
improvements will be provided when needed to avoid exceeding the capacity of the affected
metropolitan highway". This strategy is intended to prevent new development from causing a
significant negative impact on the metropolitan highway system, since funds for the necessary
transportation system improvements may not be readily available. The guide considered forecasts
of year 2010 travel demand, but did not allocate any growth in traffic beyond the 2000 MUSA
Local comprehensive plans are required to be consistent with the transportation policy plan. One
reason for this is that the amount of travel demand is directly related to the type and intensity of
land uses. Local land use planning must recognize and respect limitations in the capacity of the
regional transportation system. As a result, the Council expects that locally generated trips will
not exceed the capacity of transportation facilities. If this occurs, the Council expects to see local
initiative to correct and mitigate these conflicts.
One of the issues for post-2000 transportation planning is the potential need to preserve right-of-
way corridors in the rural service area of the region. A second issue is that local comprehensive
plans need to recognize future urban areas and the need for minor arterial roads to serve those
areas.
PLANNING APPROACHES
The case studies in this paper generally fit one of three approaches to planning for transitional
development areas. There are two primary distinctions between the three planning approaches:
.
whether urban density development is or is not allowed before sanitary sewer service is
available; and
.
if urban density development is allowed without sewer service, does the city have a workable
plan or process that will allow the large lots to be re-subdivided and be provided with sewer
and other urban services?
1.
Ae:ricultural Uses and/or Lare:e Lots: No Urban Develooment Without Sanitarv Sewers.
Case Studies: Brooklyn Park, Coon Rapids, Hastings, Plymouth, Woodbury.
Subdivisions at 4/40 Density. With ~rlav for Future Urban Develooment.
Case Studies: Eden Prairie, Savage.
2.
3.
Small-Lot Subdivisions Without Central Sanitary Sewers.
Case Studies: Andover, Lino Lakes.
4
CASE STUDIES
:)
The case studies are grouped under one of the three planning approaches. All of the case studies
are from communities in the Twin Cities Metropolitan Area. Maps are provided for each case
study to illustrate the community's approach to transitional development planning.
1. Amcultural Uses and/or Larl!e Lots: 1 Home Per 40 Acres Until Sewer is Available.
Brooklyn Park
The city is a Developing Area community located in northeast Hennepin County. It is entirely in
the MUSA, but there is land in an "urban reserve" district, outside of the city's utility service area.
The city's comprehensive plan states that:
"Growth management by utility extension was instituted by the city in 1963. Its purpose was
to prevent leap frog development that would jeopardize the premature urbanization of
agricultural land. Urbanization in the vicinity of agricultural uses has projected a negative
environment for the farming community. Fiscally, the growth management strategy has
substantially reduced the need for premature urban services by the establishment of an urban
reserve area."
Land parcels in the rural service area are classified as "rural agricultural". The plan states that:
o
"Large lot residential development creates several problems in planning for future land use.
Once land has been converted to low-density residential use, this may predetermine an
ultimate residential use for the land even where other uses would be more appropriate. The
best use of land while it is in an 'urban reserve' category is for agriculture. Scattered, large
lot residential development interferes with legitimate farming activities... Maintaining
profitable agriculture is one way to discourage premature conversion to residential use.
"Of great significance to planning is the premature location of housing units north of 85th
Avenue [the city's urban service area line before it was extended to 93rd Avenue]... If
residential growth continues, ...[it] will hamper transportation planning, park acquisition,
sewer extensions, lower income housing, and advanced public land acquisition, among others.
The political realities are always there. However, if very few people live north of 85th
Avenue, the political problems may not materialize and normal growth and extension of
metropolitan and city facilities could continue unimpeded."
In addition to the land use plan and zoning, Brooklyn Park uses its subdivision regulations to
preserve low density land use north of 85th Avenue. Land cannot be subdivided until all public
improvements are installed. Other than for'farmsteads, the city discourages the subdivision of
land in excess of 5 acres. The city requires a minimum lot size of 20 acres because it believes
that large-lot development (five acre lots) would conflict with the comprehensive plan. Areas
with 5-acre lots were located primarily in the older southeast part of the city and along the
Mississippi River. When urban services eventually came, some landowners had to sell their land
in order to pay the assessments for urban services. Overlay or "ghost" platting was allowed as part
of the areawide planning for installing trunk sewers.
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Note: Areas and dates are not precise.
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Growth Hanagement Phased Areas
( 1'1 gO)
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The city estimated in 1980 that its growth management program had saved the taxpayers some 11
million dollars over similar development in south and west suburban communities. Since 1986, all
of Brooklyn Park has been included in the MUSA Other than the case of a farmer wanting to
annex to the city of Osseo to get urban services (the city sued to prevent this and won), no
landowners have challenged Brooklyn Park's growth management program. The program has
been successful so far, and the city is continuing to use it.
Coon Rapids
The city is a Developing Area community, all in the MUSA, and located in southern Anoka Co.
Prior to 1981, the city had used the MUSA line to contain urban density development in those
parts of Coon Rapids with urban services. In the late 1970's, the city concluded that the MUSA
line in Coon Rapids was limiting the supply of land to the extent that land prices were being
artificially inflated. The city asked the Council to include all of Coon Rapids in the MUSA
After this change was made, the city's comprehensive plan was amended in 1981 to emphasize the
orderly timing and staging for development of the remaining undeveloped land in Coon Rapids.
The city chose a growth management approach that emphasizes the phasing of future growth at
locations that are adjacent to existing development, and that can be provided with adequate public
facilities.
~)
After projecting where and when urban growth is expected to occur from 1980 to 2000, the city
mapped out a plan for urban service staging areas. Coon Rapids allows new development only if
it can be served by permanent public facilities and the activity is within the appropriate urban
service staging area. The major purpose of the city's policy is to prevent "leapfrog" development
and to avoid unnecessary expenditures for public facility improvements. As it turned out, demand
for development occurred in the central part of the city (scheduled last) before development in
the western part of Coon Rapids. Since the city required the developer to pay all costs for urban
services to support new development, this change in the development phasing was not a problem.
The city uses the planned unit development process in urbanizing areas, reviews and approves site
plans to control the quality of development within projected urbanizing areas, reviews requests for
interim land uses in areas of 1990 - 2000 development, and encourages "density zoning" for land
areas that are undeveloped. City staff indicated that some interim land uses (such as pole barns
and truck storage areas) had been allowed years ago, but that all of these land areas have since
been redeveloped and urbanized. The 1981 plan stated that the minimum lot size in areas
without urban services shall be 5 acres for newly created or combined lots. As the area of urban
development has continued to grow in Coon Rapids, the few remaining areas with 5-acre lots
have been resubdivided and urbanized.
City staff explained that they used two primary means for staging urban development in Coon
Rapids: (1) control the type of land uses outside the urban service area through zoning, and (2)
require the developer to pay all costs of lli'ban services for new development.
Hastings
The city is a Freestanding Growth Center located in eastern Dakota County. The city contains
urban and rural service areas.
~
6
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URBAN SERVICE AREAS STAGING
S(WUOlST1tll:T~
..(111 SUI OlSTIIIlCT 1l)uooG&"
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III 1980-1985
111900-1990
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1990-2000
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avcul" Al1\lltt ,.......
S(w('It ". OIST""CT ......vI
51.(4 1)I1UtCT IIIU"'.
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BE'rC\'ID 2000
RESTRICTED SERY1CE
AREAS
COON RAPIDS -COMPREHENSIVE DEVELCPMENT PLAN
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CITY OF HASTINGS
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The Hastings comprehensive plan discourages low density sprawl ....which by its nature is energy
inefficient (longer trips) and prolubitively costly in respect to provision of city services (schools,
transportation, road maintenance, fire, and police services)". The plan supports single family
residential development that is .located adjacent to existing residential concentrations, filling in
any previous 'leapfrog' developments. In this way, growth can be guided with the logical and
economical extensions of urban services..
The city has a policy that unplanned development should be contained through the orderly
extension of urban services via capital improvements programming. The city does not want public
utilities extended until the existing urban service area is fully developed. The city believes that
the best way to implement the comprehensive plan is to plan large land areas for development as
one unit, rather than on a piecemeal basis. The plan proposes that some land in Nininger and
Marshan Townships should be considered for annexation to Hastings. Hastings has entered into
orderly annexation agreements with both townships. The city views annexation as a way to
accommodate new residential development while forestalling encroachment of urban development
in the rural service district.
In 1988, Hastings annexed land from Marshan Township on the south side of the city. Existing
residential development consisted of one-quarter and one-half acre lots, some of which had on-
site septic systems that were failing or suspect. The remainder of the land was comprised of
undeveloped larger land parcels. When Hastings proposed to assess the owners of these small
lots, 28 of them sued the city to block the assessments. The court found some inconsistencies
that needed to be corrected, but did not block the city from proceeding with the assessment
process. Hastings is now considering whether to apply the original assessments or place some of
the tax burden on the city's general fund. This is one example of how extending urban sewer to
areas with developed small lots can result in problems for the community.
)
Hastings has a density of 1 unit per 5 acres in its rural service area. Most of this area is located
east of the urbanized part of the city, or on the north side of the Mississippi River, and is not
planned to be urbanized.
Plymouth
The city is a Developing Area community located in central Hennepin County. It has both urban
and rural service areas.
The 1980 Plymouth comprehensive plan included objectives related to transitional development
areas: .to promote efficient land use...", .to provide a rational transition when a change in
ordinance or land use is necessary", and .to maintain an orderly development of access to
utilities..
The city's staged development plan included a 1990 urban service area that is based on the
Council's 1990 sewage flow commitment ~ Plymouth. The urban service area in Plymouth
includes only that land which has trunk sanitary sewer available and which is serviced or which
could be serviced by lateral sanitary sewer - subject to the city's 5-year capital improvements
program and the staged development plan. The staged development plan also included two post-
1990 service areas. These areas are inside the MUSA, but will not be considered for trunk
sanitary sewer extension or urbanization before 1990.
7
..
The remainder of land in the northwest part of Plymouth is in a rural service area. This area is
f '\ not scheduled to receive trunk sanitary sewer service before the year 2000, or until a metropolitan
'0 sewer interceptor is extended. The density in this area of Plymouth may range from an
agricultural density of one dwelling unit per 40 acres to a maximum allowable density of one unit
per 5 acres in the rural areas. The overall density in this "rural living area" district is not expected
to exceed one unit per 10 acres, due to the physical constraints of the land and the enforcement
of adopted city codes and policies.
The minimum lot size requirement was 5 acres, but the city decided in the early 1980's to change
it to 20 acres. This change was made in order to help decrease the pressure for allowing
development in the rural service area, and help the city remain firm in their position of keeping
urban development inside the MUSA The zoning designation in the rural service area is "future
restricted development". Agriculture and single family detached housing are the only land uses
allowed outside of the MUSAboundary. Undeveloped public parks and private recreational
facilities are also allowed.
Some of the criteria that the city uses to implement its staged development plan are listed below:
1.
2.
3.
4.
C) 5.
6.
7.
8.
In changing from one density or type of dwelling to another, the burden of a satisfactory
transition is the responsibility of the developer seeking the change.
The city will discourage new housing developments that have no potential to develop
into full-sized neighborhoods.
The city will discourage or prohibit "spot-zoning" to satisfy special interests.
The city will discourage or prohibit "leap-frogging" of intensive land uses into future
development areas when adequate zoned land is available.
The city will discourage or prohibit development beyond existing utility service areas.
Transition between radically different land uses should be accomplished on the
developer's property, or should be accomplished by a natural boundary, arterial road,
landscaping, etc.
The city will require that land development be served with all municipal services. This
means that sewer is not extended to new lands unless water and storm drainage can be
developed concurrently.
The city will only extend utilities to areas that are contiguous with existing utility service
boundaries.
City staff indicate that there has been a tremendous amount of in fill development in the Plymouth
MUSA in the 1980's. Some of the old 5-acre lots have been re-subdivided and provided with
urban services. Typically, the property owner will sell the land to a developer. If the land has
sewer and water service available, then an application is made for rezoning from "Future
Restricted Development" to an urban zoning district. The city also checks on a regular basis to
see if there are undeveloped properties in the MUSA that could be ready for urbanization.
There were 2 or 3 cases years ago where landowners requested variances to allow the subdivision
of undeveloped land into 5-acre lots. Overlay or "ghost" platting was required to show how the
parcel could be further divided, and accds to a public street was necessary. Of the 2 or 3
variance requests, only one was approved by the city.
City staff descnbe the success of growth management in Plymouth as based on a combination of
"policy, comprehensive planning, and ordinances with strict regulation".
~ )
8
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FIGURE
Woodbury
\
j The city is a Developing Area community located in southern Washington County. It has both
urban and rural service areas.
The city's 1980 comprehensive plan provides a plan for the staging of urban services within the
MUSA, and to direct growth to areas that already have sanitary sewer or are adjacent to sewered
areas. The overall direction of the city plan is for Woodbury to grow and change from a
residential/agricultural environment to a non-agricultural, residential, commercial, industrial
community. The goals for the rural service area are to provide a rural residential atmosphere,
allow existing productive agricultural uses to continue, provide for orderly interim land uses, and
resist development pressures.
Three zoning districts in Woodbury are relevant to the subject of transitional development areas.
The R-l "Rural Service Area" district allows agricultural uses and single-family homes on 5-acre
lots, not to exceed a density of 4 units per 40 acres. The city's long-term plan is to gradually
extend the MUSA into the Rural Service Area district.
The R-2 "Rural Estate" district is generally located in areas with land that is not well suited for
agriculture, and also contains rolling hills and bedrock close to the surface that would make the
extension of sanitary sewer very costly and difficult. The city decided this area should remain in a
long-term, semi-rural lifestyle with development occurring on large lots. The maximum density is
4 dwelling units per 40 acres. A minimum lot size of 3 acres is required, and agricultural uses are
not allowed. Cluster development is allowed in unplatted areas.
') The R-4 "Urban Expansion Area" district allows up to 3 units per 40 acres. There are some 5-
"-- acre lots inside and outside of the MUSA, in the R-4 district. Cluster development is not
allowed. Subdivision plats are not allowed without sewer and water. Municipal trunk sewer lines
will be extended in an economically sound manner to property that is contiguous to sewered land,
consistent with the land use staging plan. The city requires easements for future roadways. If
there are any remaining 5-acre lots that are contiguous to the urbanizing area, the city asks to see
a concept plan that shows how city streets and services can be extended to those areas.
2. Subdivisions at 4 Per 40 Density. With Overlav for Future Urban Density Development.
Eden Prairie
The city is a Developing Area community located in southern Hennepin County. It has both
urban and rural service areas.
An important goal of the city plan is that development should be planned to effectively use trunk
sewer systems. The city eliminated a section of its ordinance that allowed platting of land in the
rural service area without sewer and water' utilities. New development has generally been filling
in the undeveloped areas of the existingMUSA, with 1/2 and 113 acre lots. Several plans for
subdivisions with overlays for re-subdivision were proposed in Eden Prairie about 10 years ago.
One of these plats had 5-acre lots, the other two plats had lot sizes of 5 to 10 acres. None of
these areas has been re-subdivided as yet.
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FIGURE 9
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legend:
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Eden Prairie Guide Plan Update
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Source:
Brauer & Associates
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The remainder of the city outside the MUSA is the rural service area. In 1977, the city allowed
5-acre lots in the rural service area. In 1985, the city changed its rural density policy to conform
to the Council's "4 per 40" policy, and now has a minimum lot size requirement of 10 acres. City
staff indicated that the larger minimum lot size was adopted as a means to discourage residential
development outside the MUSA, and this appears to have succeeded.
Eden Prairie is now considering two new approaches to development in their rural service area:
(a) Planned Unit Develooment - Use this approach for large tracts of land (for example, 200
acres) to cluster 20 homes in a subdivision on 2-acre minimum-sized lots, provide a road
network, and "ghost plat" the remainder of the PUD for future urban development when
urban services are available.
(b) Housine: and Golf Courses - Include homes at 1 unit per 10 acres overall density, but cluster
the units at a net density of 1 unit per 2 acres. Urban streets would be installed.
Homes could be served by private, on-site wells and septic systems, and the pipes for water
and sewer service could be put in with the streets but left unconnected until later. Or, all
the homes could be connected to a private, deep well and have individual septic systems.
Savage
The city is a Developing Area community located in northern Scott County. It has both urban
and rural service areas.
Prior to the enactment of wning regulations, platted areas in the unsewered rural area ranged
from 1 to 3 lots per net acre. For minimum lot size, Savage changed from a minimum of one-half
acre to 5 acres, and more recently to 10-acres. In 1973, the zoning ordinance was amended to
prohibit further platting in areas without sanitary sewer. In 1978, an amendment was added to
impose a density standard of 4 units per 40 acres in the rural area of the city, and a minimum of
one-eighth mile distance between each 10-acre lot
In 1989, Savage decided to allow platting of 10-acre lot subdivisions in areas of the city which
would eventually be served by sanitary sewer. In these subdivisions, an overlay plat is made which
shows the lot lines for smaller lots when sewer service comes and the land can be subdivided
again. The city allows homesites to be clustered, allows a transfer of development rights between
land parcels, and allows community well and septic systems.
Developers and home buyers have been willing to work with the concept so far. The city has not
had any experience in continuing the process through the re-subdividing and sewering phase.
3. Small-Lot Subdivisions Without Sanitarv Sewers.
Andover
I
/
The city is a Developing Area community located in central Anoka County. It has both urban
and rural service areas.
10
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CITY OF SAVAGE
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Figure 1-3
1990 Urban/Rural Service Areas
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ANDOVER
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Andover wants the general growth pattern to "evolve out from the sewered areas, expanding into
new areas and in-filling existing subdivisions, [while] retaining the wetland and agricultural
framework". The 1980 city plan indicates that "extensive residential growth will proceed in a
staged manner, governed by the time framework of the availability of sanitary sewer service.
growth on an individual home scale will occur... with limitations on lot size".
Andover requires a 2.5 acre minimum lot size outside the MUSA, with 39,000 square feet (0.9
acre) of buildable area. The city believes that this minimum lot size will prevent the pollution of
groundwater, prevent premature extension of sanitary sewer, and will not significantly impact the
open space and rural character of the city since so much of the land has barriers to development.
The city had a zoning district that permitted one dwelling unit per one acre, but this was
eliminated by 1980.
In 1987, Andover amended its comprehensive plan to add land to the MUSA As part of that
plan amendment, the city decided to allow subdivision plats in the existing or future MUSA areas
only if lots are platted to show how the land will be re-subdivided when sewer and water become
available. Easements for roads, utilities, and other public needs must also be shown on the plat.
The minimum size of the re-subdivided lots is based on urban densities with sewer service. The
minimum lot size for unsewered land in the MUSA is 0.9 acre. A few subdivisions have been
platted in this manner, but only one of them has been re-subdivided and provided with urban
services. The city feels that the conversion to urban services worked successfully.
Lino Lakes
CJ
The city is a Developing Area community located in southern Anoka County. It has both urban
and rural service areas.
The city's 1981 comprehensive plan noted the lack of significant public utilities, due primarily to
the limited availability of metropolitan sewer service and the city's historically sparse density of
development. Over half of the land area in Lino Lakes is comprised of soils that have marginal
and severe limitations due wetness (water table within 5 feet of the ground surface).
One of the plan's objectives for community development is to "encourage development in
designated expansion areas through the review process [and] discourage development in the
designated rural areas through utilization of development controls". For public utilities, the city
policy was that "intensive growth should be coordinated with utility service areas on a logical
expansion basis" [and that] "areas not receiving central sanitary sewer service should be developed
according to the physical capabilities of the land and the city's growth management plan".
The city's land use plan included a category of "expansion residential". These were areas outside
of but adjacent to the proposed urban service districts, where the next extensions of sewer service
could be located. In order to hold this land available and make future sewer extensions feasible,
Lino Lakes proposed to allow interim non~sewered development with one-acre minimum lots, but
only if the land could be re-subdivided into smaller lots when sewer became available. Since then,
Lino Lakes has not implemented any overlay ("ghost") platting of subdivisions. However, some
re-subdivisions of land have occurred in the last 2 years. Sewer lines were installed adjacent to
the rear of some large lots and owners were able to split off and sell the rear half of their lots.
:~
11
The expansion residential land use category was recently eliminated from the comprehensive plan,
after Lino Lakes decided that allowing development on small lots in the rural service area worked
against the orderly extension of urban services and development. One reason for deleting the
category was that landowners wanted to develop their unsewered 2.5 acre lots, but did not
consider how urban services might later be provided. Many of these people later opposed the
city's assessments for urban services, or were unable to afford the tremendous cost (some
assessments were equal to as much as two-thirds the value of the homeowner's house!).
Another reason was city officials noticed that communities around Lino Lakes were starting to
run out of sewered undeveloped lots. They decided that the city should prepare to make more
undeveloped urban lots available, and not allow any more unsewered small lot development in the
MUSA or in future urban areas.
A second category of "rural residential" included areas that already had substantial development of
one-acre lots, and were either well outside the sewered area or were near the sewered area but
could not be re-subdivided. This area was proposed for single-family subdivisions of one-acre lots.
Due to the low density of development, the level of public services was going to be somewhat less
than in the urban areas of Lino Lakes. The city decided that this land use category did not allow
such areas to be efficiently provided with urban services, and they took it out of their plan.
A third land use category is "rural". The city used to require lots with a minimum size of one
acre, but then increased the minimum size to 10 acres. The maximum density is 1 lot per 10 acres
(4 per 40). When lO-acre lots are proposed to be subdivided from larger land parcels, the
landowner/developer must provide an easement for future roads and utilities, and record the
easements on the plat. This practice has worked to reduce the number of people wanting to
move out onto 10-acre lots in Lino Lakes. Agricultural uses are also encouraged in this area.
In June of 1990. the Council received a letter from Lino Lakes which explained that the city no
longer wants to allow one-acre and 25-acre lots in unsewered areas. A copy of this letter is in
the Appendix of this paper. City officials had decided that it was a mistake to allow a 1200-acre
area of Lino Lakes to be subdivided for single family development on large lots. High
assessments for road repairs, road rebuilding, sewers, and water service have forced Lino Lakes to
spread a large part of the service costs onto the city's general fund, where all the taxpayers of the
community help to pay. The large lot, low density development pattern also resulted in higher
costs to provide services such as police, fire, snow plowing, weed inspection, animal control, and
school bus transportation. The city credits the higher cost of maintaining these areas of rural
density as part of the reason that Lino Lakes now has the eighth-highest property tax rate in the
metropolitan area.
Lino Lakes is now amending its comprehensive plan and zoning ordinance to not allow these
large-lot unsewered subdivisions in the future. The letter from Lino Lakes concludes by offering
the "hope that others will benefit from [their] experience and forego this [type of] development.
It's best to wait for sewer".
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FIGURE 6
aTY
OF L1NO-LAKES
LAND USE PLAN /
CD UGHT INCUSTRrAI.
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o
COMMEFlCIAI.
CONSERV A TlON/RESTR. SOIL
RURAl. R
lei MUI. T1?LE FAMILY
E!!!J URBAN RES/CENTIAI.
IIIDlIl EXPANSION RESIDENTIAl.
t::: :,=/ RURAl. RESIDENTIAL
UR
.ER
RR
b ....~H-"'5C}olM...H ...s.sOC!AT'!3. INC.
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C.it'7 of Lino La.kes
PROPOSED MUSA
ma.'f'Cv, I ) qq 0
FIGURE 3
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ANALYSIS
Plannine: approach # 1:
Ae:ricultural Uses and/or Lare:e Lots: 1 Home Per 40 Acres Until Sewer is Available
From a regional perspective, this approach is most consistent with the Council's current policy for
urban development. This approach maintains a sharp distinction between urban area land uses
and density, and rural area land uses and density.
A major advantage of this planning approach is that the local land use controls allow the
community to provide urban services in the urbanizing areas in a rational, orderly and sequential
manner. Requests for urban services to land located outside the MUSA are not approved until
the existing urban land supply is used up.. If the land is in a future urban area, then the capital
improvements plan can be amended to schedule the area for urban services. Land uses and
patterns of development are not allowed if they might later obstruct the extension of urban
services.
A potential disadvantage is the concern that a very restrictive rural development policy can lead
to lawsuits and court battles. However, the courts will generally uphold a community's growth
management plan if there is a staging plan and capital improvements program to show land
owners and developers when urban services will be available.
, )
The case study communities that have used this approach appear to have succeeded in keeping
large, rural, undeveloped and unserviced parcels of land intact until they can be subdivided and
efficiently provided with urban services at the time that urbanization occurs.
Plannine: approach # 2:
Subdivisions at 4 Per 40 Density. With Overlav For Future Urban Density Development
In theory, it appears that this planning approach could be workable, since it is a kind of variation
on the first approach. However, the key to making this approach work is the feasibility of
implementing the re-subdivision plan.
One advantage to this approach is that the approval of future urban development can made
subject to the availability of sewer service, and reasonable land use is allowed in the interim
period. Another advantage of the overlay approach is the control it can provide over new
development, if there are stipulations on the recorded plat that further subdivision beyond 4 per
40 density would not be allowed until sewer is available.
/
However, the overlay plat is no guarantee that local landowners or homeowners will agree to have
their neighborhoods divided up to create 'mall urban lots that can be served by sewer and water.
Property owners are often opposed to urban development because of the perceived loss of rural
character or high utility assessments, and then they succeed in blocking the assessments.
Another drawback is the need to eventually repeat the subdivision process to make the other lots
available for urban development and services. This will require more staff time and can be more
expensive to provide urban services.
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This planning approach is more complicated, requires more expert staff, and is more difficult to
administer than planning approach number one, and there is little or no experience in the region
to indicate if it can really work.
Planning approach # 3:
Small-Lot Subdivisions Without Central Sanitary Sewers
This planning approach clearly has the most potential for creating problems. The development
pattern fosters the idea in the minds of local residents that these areas are "rural", people decide
that they don't want their neighborhoods to change, no provision is made for re-subdividing the
lots to urban density sizes, homeowners cannot afford the high assessment costs, or it is no longer
even physically possible to extend water and sewer lines into the area.
One potential result is that local growth plans can be frustrated, and then the regional sewer
system is underutilized and less efficiently operated. A second potential result is that failure of
on-site septic systems on these small, contiguous lots can lead to the premature need to extend
sanitary sewer service, if no back-up drainfield site is available.
CONCLUSIONS
This paper has described the need for transitional development areas, defined the term, described
existing Council policy, suggested three general planning approaches, provided examples of
communities in the metropolitan area that are working with various forms of transitional
development planning, and descnbed possible advantages or disadvantages of these approaches.
The following conclusions summarize the main points of this paper.
1. Transitional development areas should be located adjacent to existing or planned urban
service areas, in accordance with Council policy and because of the cost-effectiveness of
extending existing urban services.
2. Planning for transitional development areas through the year 2000 is a common practice in
Developing Area communities of the region, and is supported by current Council policy.
When the MDIF is updated to include 2010 forecasts, then Council policy can be amended
to provide support for local planning for transitional development areas after the year 2000.
3. Planning for transitional development areas is less common in completely rural communities,
and is not encouraged by current Council policy.
4. Rural communities that do not want to have an urban service area should be aware that the
Council cannot require a community to provide public sewer service, unless there are failed
on-site septic systems (and then the s'ervice would be provided at local cost).
5. The Wastewater Treatment and Handlin!! PolicY Plan does not support the extension of
urban sewer service beyond the 2000 MUSA line. However, planning studies for the design
and sizing of the regional sewer facilities must consider the possibility of future sewer service
areas outside the 2000 MUSA line. Communities that want to plan for transitional
14
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development areas outside the current MUSA need to work with the Council and the
Metropolitan Waste Control Commission to determine whether such areas are located
upstream of an existing or planned sewer service area, and whether the metropolitan sewer
interceptor is or will be sized to include capacity for future wastewater flow from that area.
6.
The Transoortation Develooment GuidelPolicv Plan emphasizes that local land use planning
must recognize and respect limitations in the capacity of the regional system to serve new
development. Communities that are planning for transitional development areas should
include provisions for minor arterial roads to handle the additional traffic.
7.
Three approaches to planning for transitional development areas are described in this paper,
and illustrated by case studies.
The first approach seems to do the best job of limiting development to very low densities
until the full range of services can be provided as part of a staging plan and in conjunction
with a capital improvements program.
The second approach in theory can work, but it will require more up-front planning effort.
Even under the best circumstances, it may not work if landowners are against it. No really
good examples have been found where this approach worked in the metropolitan area.
The third approach can prevent development at urban densities with full urban services.
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Transitional Development Areas Paper, Appendix - Attachment 1
C I T Y
o F
,
TINO JbI\.ES
June 7, 1990
steve Keefe, Chairperson
Twin cities Metropolitan Council
230 East 5th street
st. Paul, MN 55101
Dear Mr. Keefe:
I am writing at the direction of Harold Bisel, Mayor of the
city of Lino Lakes. Recently the mayor attended a meeting
where several elected officials from local units of
government in Anoka county e~ressed dissatisfaction with
Metro Council policies regard~ng development in unsewered
areas.
In particular there was a considerable amount of sentiment
for the creation of one and 2 1/2 acre lots. Please
understand that Lino Lakes wants nothing to do with this.
Several years ago the city approved SUbdivisions for single-
family development on large lots covering about 1200 acres.
It was a mistake. with the large lots the city is reguired
to ~rovide the usual city services including snowplow~ng,
pol~ce, fire, and parks to what is really a rural density.
The result has seen high property taxes, about the eighth
highest in the metropolitan area.
And what of ~~e residents who bought these idyllic pieces of
nature? w~ere sewer has become available most residents have
SUbdivided their lots retaining only normal city sized lots.
In other areas where sewer is not yet available homeowners
usually maintain and landscape about half an acre, the rest
grows up with quackgrass. It's not a pretty sight and it's a
voracious land user. '
Lino Lakes is presently amending its comprehensive plan and
zoning ordinance to get rid of these large lot unsewered
subdivisions. Mayor Bisel and I hope that others will
benefit from our experience and forego this development.
It's best to wait for sewer.
Sincerely, .
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John Miller
City Planner
co: Bob Overby, Mary Hansen, steve Schwanke
I~
1189 MAIN SmEF..T. UNO Lo"KE.5. MI!'l:-iESOTA 50014
612 -464 -05562
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AGENDA
Jim Schrantz
City of Andover
1685 NW Crosstown BId.
Andover. MN 55304
COON CREEK WATERSHED DISTRICT
BOARD OF MANAGERS
Sep~ember 2~, l~YO
7:30 p.m.
l- Call to Order
2. Approval of Agenda
3. Open Mike
4 . Approval of Minutes
5. Policy Agenda
a. Legislative Plan
6. Permit Agenda
~. Kvamme: Garage Addition
b. Blaine proj 90-12: 121st Av€,.
7. Informational Agenda
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F7tc
a. Ditch 41
b. Draft finance & program sections: Comp Plan
8. Budget Workshop
a. Change Requests
b. Goals, Revenues, & Expenditures
c. Comments from Advisory Committees
9. New Business
10. Adjourn
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CCWD Minutes September 10.1990 - Page 1
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COON CREEK WATERSHED DISTRICT
BOARD OF MANAGERS' MEETING
September 10, 1990
The Board of Managers of the Coon Creek Watershed District held
their regular meeting on September 10, 1990 at the Bunker Hills
Activities Center.
Present: Bob Boyum, Reggie Hemmes. Eldon Hentges, LuEllen
Richmond, Paul Williams.
Staff:
Tim Kelly, Ed Mathiesen, Harold Scheff
1. The meeting was called to order at 7:32 PH
2. Approval of the Agenda:
Kelly noted two changes in the bills to be approved. Williams
asked to discuss options for meeting formats under new business.
Moved by Richmond, seconded by Williams. Hotion carried with
five yeas (Boyum, Hemmes, Hentges, Richmond, and Williams) and no
nays. .
3. Open Mike: No one spoke
4. Approval of Minutes:
Moved by Richmond, seconded by Williams. Motion carried with
five yeas (Boyum, Hemmes. Hentges, Richmond, and Williams) and no
nays.
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5a Financial Report
Kelly presented the cash balances for the various funds. The
bills were then presented for approval. Moved by Richmond.
seconded by Hentges. Motion carried with five yeas (Boyum,
Hemmes. Hentges, Richmond, and Williams) and no nays.
The bills to be paid are as follows:
Check #
3204
3205
3206
3207
3208
3209
3210
3211
3212
3213
3214
3215
3216
To
Anoka County Accounting & Cent
State Auditor
Gunn & Gunn, LTD.
Anoka SWCD
Woodland Development
Blaine Office Partners
Rick Johnson
Tim Kelly
Copy Duplicating Products
Postmaster
U.S. West
U.S. Water News
AT & T
;
Amount
3,667.86
3,414.00
1,458.20
599.94
500.00
496.12
222.61
157.00
134.94
100.00
61.72
25.00
6.19
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Permit Agenda
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6a Fields: Private Ditch Cleaning: Mathiesen reviewed the
application a~d recommended approval with the following
stipulations: II The bottom width be no wider than 7 feet; 2) the
channel slope be no steeper than 0.03 percent; 3) No spoil be
placed on the north side or right side within a distance of 3,000
feet upstream of Constance Bid.; 4) the 16.5 foot grass strip
adjacent to the ditch be reestablished upon completion of the
project. Richmond cited that there should be required
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CCWD Minutes September 10.1990 - Page 2
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notification of the project to the neighbors affected. Hentges
noted that the project is n continuation of the cieaning he
performed, except for the culvert replacement, that he notified
the neighbors affected by his cleaning. and that only Mr. Engberg
was apprehensive. Mathiesen noted that this was the first he had
been informed of a proposed culvert replacement. Richmond moved
to table the application until notification is given to the
neighbors and plans for the culvert replacement are provided.
The Board expressed a desire to have these details resolved by
the next meeting. Seconded by Hemmes. Motion carried with four
yeas (Boyum. Hemmes. Richmond, and Williams) and one nay.
(Hentges).
6b. Kvamme: Addition on to Garage: Mathiesen reviewed the
application and recommended denial of the application. Kelly
noted that Mr. Kvamme was present and might like to address the
Board. Mr. Kvamme reviewed his proposal and the need for the
addition citing that properties across the street and adjacent to
the ditch were in the same proximity to the ditch. Richmond
voiced concern about granting variances without a demonstrated
hardship or extenuating circumstances. The Board then discussed
options for the garage addition that would be consistent with the
District's rules. Richmond moved to deny the permit application.
Seconded by Williams. Motion carried with five yeas (Boyum.
Hemmes. Hentges. Richmond, nnd Williams) and no nays.
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Informational Agenda
7a. Proposed Budget: Kelly distributed the Draft Proposed 1991
Budget package that will also be distributed to the advisory
committee and technical advisory committee. Kelly reviewed the
timetable for reviewing the budget and a date for the budget
hearing. The resolved to declare October 8, 1991 the date for
the Budget hearing. Moved by Richmond, seconded by Williams.
Motion carried with five yeas (Boyum, Hemmes, Hentges, Richmond,
and Williams) and no nays.
7b. Proposed Legislative Package: Kelly presented and discussed
recommendations for legislation for the 1991 legislative
session. The first priority should be to seek authority to levy
for water maintenance and repair. Kelly cited that three
watershed districts in the metro area have the authority to levy
for $15,000 per year for maintenance and repair in the
watershed. Kelly cited that the advantages of this authority are
that it allows small projects that need to be done to be
accomplished, without eroding the balances of the ditch accounts,
and avoids the special assessment process where administrative
costs could exceed the cost of the project. The board discussed
the inadequacy of $15,000, and what an appropriate amount would
be to request from the legislature. Kelly also raised the issue
of the administrative fund. Kelly cited that currently two other
watershed districts in the metro area can levy $200,000 per year
for administration. Kelly noted that this levy would tend to
balance or cancel out the 509 levy so that the total dollars in
the budget would not change. /Hemmes noted that this may be
something to support the Minriesota Association of Watershed
Districts on. /
8. Staff Report
Kelly reviewed the staff report noting the Draft State Water Plan
and the trends tqVard local regulation of wetlands and ground
water. Kelly also noted a Discussion with Mathiesen concerning
the criteria and procedures for when Mathiesen's presence would
not be required at the meetings.
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10. New Business:
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CCWD Minutes September 10,199U - Page 3
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Williams proposed that the Board meet regularly on an informal
basis to discuss issues confronting the District in a more casual
atmosphere. Other Board members were not comfortable in meeting
to discuss agenda items but felt more comfortable in meeting to
discuss long range issues, articles or educational material.
Kelly proposed that the staff schedule a quarterly reviews in
1991 where the Board would meet at the District office for open
discussion on issues of interest or need to the District. The
Board recommended that such meeting also have an agenda but that
adequate time be provided so that the meeting is less structured
then the Hay retreat.
The meeting adjourned at 9:35 PH on a motion by Richmond,
seconded by Williams. Hotion carried with five yeas (Boyum,
Hemmes, Hentges, Richmond, and Williams) and no nays.
Reggie Hemmes, Chairman
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ANOKA COUNTY HISTORICAL SOCIETY
1900 THIRD AVENUE SOUTH
ANOKA, MINNESOTA 55303
612-421-0600
~.~/' /10
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Colonial Hall, 1904
21, September, 1990
CITY OF ANDOVER
1685 NW Crosstown Blvd.
Andover, MN 55304
Dear City Council Members,
Anoka County is one of the fastest growing Counties in the State of
Minnesota. As populations and business grow, the new will displace
the old; old buildings will be replaced by new buildings; old neigh-
borhoods will be transformed into new neighborhoods. Change will
turn the familiar into the unfamiliar.
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It is by connecting with the past that we can understand where we
have been so that we can intelligentLY plan where we want to go.
The Anoka County Historical Society is committed to gathering,
preserving and disseminating the history of Anoka County for future
generations.
This is a big task! We ask your help with this task. How? Our
State law provides that each city or town may appropriate as much as
$500.00 to the historical society of their respective county to be
used for the promotion of historical work and to aid in defraying
the expenses of carrying on the historical work in such county. No
city or town may appropriate any such funds unless the society is
affiliated with and approved by the Minnesota Historical Society.
We are affiliated and approved by MRS.
Your investment in your community's history, through the historical
society is good insurance that your history will be preserved.
o;u~
Pat Schwappach
Museum Director
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10/Z,/9 tJ
LOWER RUM RIVER WATERSHED MANAGE~mNT ORGANIZATION
AUGUST 22, 1990
CALL TO ORDER
Chairman Jim Schrantz called the meeting to order at 8:58
a.m. in the Committee Room of Anoka City Hall.
ROLL CALL
Members
Weaver.
present were Jim Schrantz, Pete Raatikka,
Torn Mathisen was absent.
and John
Also present were Scott Erickson, Coon Rapids Civil Engineer;
Steve Jankowski, Ramsey City Engineer; and Dean Skallman,
Consulting Engineer.
CONSIDERATION OF THE MINUTES
"
Motion was made by Weaver, seconded by Raatikka, to APPROVE
THE July 18, 1990, MEETING MINUTES AS PRINTED.
3 ayes - 0 nayes. Motion carried.
TREASURER'S REPORT
In the absence of Treasurer Mathisen, Erickson presented the
Treasurer's Reports for the periods ending June 30, 1990, and
July 31, 1990, showing ending balances of $10,709.59 and
$11,448.24, respectively.
Members noted the continued service Charge on the commis-
sion's money market checking account. Weaver suggested
discussing this with Deputy Treasurer Jim Knutson to see if
it is possible to change the form of our account in order to
earn greater interest and avoid paying these service charges.
Motion was made by Raatikka, seconded by Weaver, to APPROVE
THE TREASURER'S REPORTS AS PRESENTED.
3 ayes - 0 nayes. Motion carried.
+-
Weaver agreed with the request that he look into the service
charge situation.
PAYMENT OF BILLS
Erickson presented a bill from Barr Engineering in the amount
of $1,336.70 for professional services, review of Department
of Natural Resource (DNR) permit requests, meeting atten-
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LRRWMO Meeting Minutes
August 22, 1990
Page 2
dance, review DNR protected waters review comments, etc. for
the period June 3 through June 30, 1990.
Weaver noted the Commission is currently overdrawn on the
account by approximately $3,200. Skallman explained the
various charges.billed. Schrantz felt this $1,336.70 bill
should not be fully charged a~ainst the Management Plan, but
rather needs to be broken out. In answer to Weaver's query,
Skallman stated the original agreement to prepare the Water
Management Plan, at a cost of $15,000, did not include the
cost of going through the process of having the various
agencies accept the plan. He indicated the Water Management
Plan has been completed and is currently with the Board of
Water and Soil Resources.
Schrantz noted this board had not figured on permit review,
suggesting they charge the applicants for reviewing their
permits. It was unknown whether this body had the authority
to require such a review charge.
Motion was made by Weaver, seconded by Raatikka, to APPROVE
PAYMENT OF THIS $1,336.70 BARR ENGINEERING BILL, REQUESTING
THE ENGINEERING FIRM, IN THE FUTURE, TO SEPARATE THE VARIOUS
CHARGES FOR THE WATER MANAGEMENT ORGANIZATION ENGINEERING
ACCOUNTS ACCORDINGLY.
3 ayes - 0 nayes. Motion carried.
Erickson also presented
amount of $304.33 for
1990, for secretarial
etc.
a bill from the City of Anoka in the
the period April 18 through June 6,
services, supplies, postage, copies,
~lotion was made by Raatikka, seconded by Schrantz, to APPROVE
PAYMENT OF THE $304.33 CITY OF ANOKA BILL.
3 ayes - 0 nayes. Motion carried.
REPORT OF OFFICERS None.
CONSIDERATION OF COMMUNICATIONS
The Commission noted the receipt of attorney Curtis Pearson's
July 23, 1990, letter, outlining his thoughts of the LRRWMO's
July 18, 1990, regular meeting.
Weaver concurred with Mr. Pearson's assessments that if this
Commission wants to control our future quality of water we
had better act before we are overrun by a higher level of
government. Schrantz concurred that Mr. Pearson is urging
this Commission to become more involved.
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LRRWMO Meeting Minutes
August 22, 1990
Page 3
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Weaver stated, as a result of Mr. Pearson's letter, he will
ask the Anoka ,City Council to reconsider its earlier
recommended position of having the city review all plats and
requests and just submit variance requests to the LRRWMO. He
agreed this Commission can not afford to be held accountable
for dereliction of duty. Weaver indicated he is now leaning
further toward this WMO's increased activity in the review
process. He also felt the standards of review should be
consistent throughout the district.
Schrantz indicated he submitted his name as a candidate to
serve on the proposed Board of Water and Soil Resource
Advisory Committee.
Skallman briefly discussed the June 27, 1990, letter to the
LRRWMO from Sandra Warneka, Secretary of the Andover Neigh-
borhood Preservation Association, with regard to concerns
about Round Lake. No conclusions were presented. This issue
was expected to continue.
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Skallman presented DNR permit #90-6229, the Minnesota
Department of Transportation request to reconstruct the
Highway 169 bridge over the Mississippi River between the
Cities of Champlin and Anoka. No action necessary.
Informational only.
-.....,.
Weaver presented an August 14, 1990, letter to the Anoka City
Council from Bruce Bomier, 3430 Rum River Drive, proposing an
island be subdivided and lot lines be extended to their
current residential lot lines allowing each resident access
to the Rum River. The residents have provided a Declaration
of Protective Covenants, Restrictions, and Easements agreeing
the land will remain in its natural state. Weaver reported
each resident wants to construct a dock from the mainland to
the island. The Anoka City Council, at its last meeting,
tabled this issue at the request of the DNR to allow them
further review. Members concurred this is a legal matter.
Motion was made
THIS MATTER TO
RECOMMENDATION.
by Weaver, seconded by Raatikka, to REFER
ATTORNEY CURT PEARSON FOR HIS REVIEW AND
3 ayes - 0 nayes.
Motion carried.
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LRRWMO Meeting Minutes
August 22, 1990
Page 4
OLD BUSINESS
Consideration of a third approach to the implementation of
operating procedures
Skallman's reviewed his proposed Alternative Permitting
Procedures. He indicated the cities will be responsible for
inspections. Raatikka stated we will probably have to
establish a permit fee for inspections, etc.
Raatikka presented an example of the Elm Creek permitting
process.
In answer to Weaver's query, Skallman recommended any
industrial and commercial development greater than two acres
be reviewed by the LRRWMO, and any such development of less
than two acres be reviewed by the cities. Members concurred.
Skallman reminded members they will have to define regional
basins before they can enforce this permitting procedure.
Skallman indicated new legislation recently passed has given
the Metropolitan Council the task of preparing recommended
pollutant standards. The Lower Rum River will have to either
meet them or prove you are attempting to meet them.
D The permitting procedure was discussed. Raatikka suggested a
~~ ---$200 permit fee should be required from the applicant. Any
, surplus would be refunded. Others concurred. The process
'fpr collecting said fee and providing the necessary paper
work was suggested to be the responsibility of each city,
acting as the financial agency.
Schrantz felt this proposed procedure was a workable compro-
mise. Weaver concurred, suggested Mr. Pearson be asked to
review and commenc on it in light of his July 23, 1990,
letter.
Members concurred the cities will do all inspections, with
costs incurred being part of the developer's costs. These
costs should be identified as that involving the LRRWMO in
order to prove this organization is doing its job and can
identify fees for our services.
~
Motion was made by Raatikka, seconded by Weaver, to APPROVE
THIS ALTERNATIVE PERMITTING PROCEDURE AND SUBMIT IT TO THE
MEMBER CITIES FOR THEIR REVIEW AND COMMENT BY THE LRRWMO'S
SEPTEMBER 19, 1990, REGULAR MEETING. SKALLMAN IS DIRECTED TO
PREPARE A FORM FOR THE PROPOSED STANDARDS WHICH WILL INCLUDE
AN INITIAL $200 PERMIT FEE.
3 ayes - 0 nayes. Motion carried.
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LRRWMO Meeting Minutes
August 22, 1990
Page 5
Weaver stated the biggest project in the area is the Coon
Rapids shopping center. He queried whether there are deten- ~
tion ponds plannedto collect the runoff and sedimentation.
Erickson confirmed there are some detention ponds. The
. developer and city are reportedly working with the DNR on
that matter. Erickson agreed to provide the board with
project related information. Skallman felt this Commission
should have had some review of that development.
Discussion continued on how the permit financing would be
handled. Schrantz recommended the cities handle all the
financial aspects. Skallman indicated he will be billing
only this Board for any reviews involving the LRRWMO.
Raatikka concurred the LRRWMO would pay Barr Engineering and
then collect from the cities.
Raatikka suggested this procedure be discussed with the
Deputy Treasurer. Weaver felt a recommendation is needed
from Mr. Pearson on how to legally handle this. Each member
agreed to talk with its own Financial Department on how to
handle this.
NEW BUSINESS
None.
ADJOURNMENT
Motion was made by Raatikka, seconded by Weaver, to ADJOURN
THE MEETING.
3 ayes - 0 nayes. Motion carried.
Time of adjournment: 10:30 a.m.
Respectfully submitted,
~~
Mava Mikkonen
Recording Secretary
/'
'",
)
7:30 P.M.
7:30 P.M.
8:00 P.M.
8:30 P.M.
~)
,
J
CITY of ANDOVER
Regular C~ty Counc~l Meet~ng October ~, i~~U
Call to Order
Resident Forum
Agenda Approval
Approval of Minutes
Discussion Items
1. Assessment Hearing/90-2/163rd, 164th, Jonquil
2. Assessment Hearing/90-14/Cedar Hills, Cedar Crest
3. Public Hearing/90-18/Pumkin City
4. Amended Special Use Permit/Metropolitan Mosquito
Control
5. Ordinance 23 Amendment
6. North Anoka County Arena Association Prese~tation
7. Bond Sale Discussion
Staff, Committee, Commissions
8. Purchase Pressure washer/Public Works
9. Purchase 3 Radios/public Works
10. Certify Delinquent Utilities
11. Report/Diseased Tree Ordinance
12. Certify Developer Assessments
13. Appoint Election Judges
14. Certify Cleanup Costs
15. Approve Site 2/Fire Station
16. Order Survey/Fire Station
17. Approve Specs/Fire Dept. Equipment
18. Appoint Boundary Commission
19. Fire Department/Dillon
Non-Discussion Items
20. Contract Change Order/Pressure Valve & Purchase
Agreement
21. Control Equipment/Pressure Control Valve
22. Approve Easement/Houle/88-9/TUlip Street
23. Temporary Mobile Home Permit/Glenwood Bridge Co.
Approval of Claims
Adjourn
/ '\
o
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE O~rnhpr 7 lQQO
AGENDA SECTION
NQ Approval of Minutes
ITEM Approval of Minutes
NO.
Administration
APPRQ\(ED OR
AGE~~~U
ORIGINATING DEPARTMENT
BY:
V. Volk
BY:
/
The City Council is requested to approve the following minutes:
September 18, 1990
Regular Meeting
, J
,-,
MOTION BY
TO
COUNCIL ACTION
SECOND BY
\.-____.1
()
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO,
DATE
ORIGINATING DEPARTMENT
ITEM
NO,
I.
Assessment Hearing/
90-2/163rd, 164th,
Jon uil
BY:
Engineering
The City Council ordered an assessment hearing for 7:30 P.M.,
October 2, 1990 for Project 90-2, 163rd Lane/164th Avenue/Jonquil
Street for street improvements.
After considering objections, if any, the City Council is
requested to approve the assessment roll.
On this project we restored the side yard boulevard on the corner
lots as part of the project with the property owners being
responsible for their own front yard restoration.
The estimated cost presented at the public hearing, held after the
bid was received, was $4765. Removing the sod reduced the
, . assessment. The proposed assessment is $4385 spread over 10 years
~~ at 8.5% interest.
See previous items: March 20, 1990; Public Hearing
July 3, 1990; Bid (bid over estimate)
July 17, 1990; Hearing to award bid
Enclosure: Resolution
.-,
\_~
MOTION BY
TO
COUNCIL ACTION
SECOND BY
CITY OF ANDOVER
COUNTY OF ANORA
STATE OF MINNESOTA
RES. NO.
: )
MOTION by Councilman
to adopt the following:
A RESOLUTION ADOPTING THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF
STREET AND STORM DRAINAGE FOR IMPROVEMENT PROJECT 90-2 FOR
CERTIFICATION.
WHEREAS, pursuant to proper notice duly given as required by law,
the council has met and heard and passed upon all objections to the
proposed assessment for the improvement of Street and Storm Drainage.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ANDOVER,
MINNESOTA:
1. Such proposed assessment, a copy of which is attached hereto
and made part hereof, is hereby accepted and shall constitute the
special assessment against the lands named therein, and each tract of
land therein included is hereby found to be benefited by the proposed
improvement in the amount of the assessment levied against it.
2. Such assessment shall be payable in equal annual installments
extending over a period of 10 years, the first of the installments
to be payable on or before the first Monday in January, 1991 and
shall bear interest at the rate of 8.5 percent per annum from the
date of the adoption of this assessment resolution. To the first
installment shall be added interest on the entire assessment from the
date of this resolution until December 31, 1991 To each subsequent
) installment when due shall be added interest for one year on all
~ unpaid installments.
3. The owners, of any property so assessed may, at any time
prior to certification of the assessment to the County Auditor, pay
the whole of the assessment on such property, with interest accrued to
the date of payment, to the City Treasurer, except that no interest
shall be charged if the entire assessment is paid within 30 days from
the adoption of this resolution; and he may, at any time thereafter,
pay to the City Treasurer the entire amount of the assessment
remaining unpaid, with interest accrued to December 31 of the year in
which such payment is made. Such payment must be made before October
15 or interest will be charged through December 31 of the next
succeeding year.
MOTION seconded by Councilman
and adopted by the City
Council at a
meeting this
day of
, 19
with Councilmen
voting
in favor of the resolution, and Councilmen
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
, -'I
, /
ATTEST:
James E. Elling - Mayor
Victoria Volk - City Clerk
,- ~\
'-.../
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO,
DATE
ORIGINATING DEPARTMENT
ITEM Assessment Hearing/
NO, 90-14/Cedar Hills,
,:1, Cedar Crest
BY:
APPROVED ~OR
AGENDA )0
BY: [
Engineering
The City Council ordered an assessment hearing for 8:00 P.M.,
October 2, 1990 for Project 90-14, Cedar Hills River Estates,
Cedar Crest Estates 3rd Addition for street improvements.
After considering objections, if any, the City Council is
requested to approve the assessment roll.
This project isn't totally complete but to save the extra year's
interest the assessment was ordered for this year.
The estimated cost presented at the public hearing was $5400.00.
The proposed assessment is $4910 spread over 10 years at 8.5%
interest.
~
I
~ Previous Items: July 17, 1990; public hearing
Enclosure: Resolution
MOTION BY
.' "
'~J TO
COUNCIL ACTION
SECOND BY
CITY OF ANDOVER
COUNTY OF ANORA
STATE OF MINNESOTA
RES. NO.
:_J
MOTION by Councilman
to adopt the following:
A RESOLUTION ADOPTING THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF
STREET AND STORM DRAINAGE FOR IMPROVEMENT PROJECT 90-14 FOR
CERTIFICATION.
WHEREAS, pursuant to proper notice duly given as required by law,
the council has met and heard and passed upon all objections to the
proposed assessment for the improvement of Street and Storm
Drainage.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ANDOVER,
MINNESOTA:
1. Such proposed assessment, a copy of which is attached hereto
and made part hereof, is hereby accepted and shall constitute the
special assessment against the lands named therein, and each tract of
land therein included is hereby found to be benefited by the proposed
improvement in the amount of the assessment levied against it.
2. Such assessment shall be payable in equal annual installments
extending over a period of 10 years, the first of the installments
to be payable on or before the first Monday in January, 1991 and
shall bear interest at the rate of 8.5 percent per annum from the
date of the adoption of this assessment resolution. To the first
installment shall be added interest on the entire assessment from the
1 date of this resolution until December 31, 1991 To each subsequent
) installment when due shall be added interest for one year on all
unpaid installments.
3. The owners, of any property so assessed may, at any time
prior to certification of the assessment to the County Auditor, pay
the whole of the assessment on such property, with interest accrued to
the date of payment, to the City Treasurer, except that no interest
shall be charged if the entire assessment is paid within 30 days from
the adoption of this resolution; and he may, at any time thereafter,
pay to the City Treasurer the entire amount of the assessment
remaining unpaid, with interest accrued to December 31 of the year in
which such payment is made. Such payment must be made before October
15 or interest will be charged through December 31 of the next
succeeding year.
MOTION seconded by Councilman
and adopted by the City
Council at a
meeting this
day of
, 19
with Councilmen
voting
in favor of the resolution, and Councilmen
voting against, whereupon said resolution was declared passed.
)
CITY OF ANDOVER
ATTEST:
James E. Elling - Mayor
Victoria Volk - City Clerk
u
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
ITEM
NO, Public Hearing/90-18/
,3. pumkin Cit
BY:
BY:
AGENDA SECTION
NO.
Engineering
The City Council has scheduled an assessment hearing for Project
90-18, Pumkin City for DebriS/Rubbish Clean Up.
After the Council hears the objections, if any, the Council is
requested to approve the assessment roll.
The assessment amount is $65,000.00 for one year at 8.5% interest.
The clean up was processed through the nuisance ordinance where
the cost of the clean up is assessed against the property
owner(s).
Enclosure: Resolution
" "
\.-.../
MOTION BY
,-,
'....J TO
COUNCIL ACTION
SECOND BY
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
c:_J
MOTION by Councilman
to adopt the following:
A RESOLUTION ADOPTING THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF
DEBRIS/RUBBISH CLEAN UP FOR IMPROVEMENT PROJECT 90-18 FOR
CERTIFICATION.
WHEREAS, pursuant to proper notice duly given as required by law,
the council has met and heard and passed upon all objections to the
proposed assessment for the improvement of DebriS/Rubbish Clean Up
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ANDOVER,
MINNESOTA:
1. Such proposed assessment, a copy of which is attached hereto
and made part hereof, is hereby accepted and shall constitute the
special assessment against the lands named therein, and each tract of
land therein included is hereby found to be benefited by the proposed
improvement in the amount of the assessment levied against it.
2. Such assessment shall be payable in equal annual installments
extending over a period of 1 year, the first of the installments
to be payable on or before the first Monday in January, 1991 and
shall bear interest at the rate of 8.5 percent per annum from the
date of the adoption of this assessment resolution. To the first
installment shall be added interest on the entire assessment from the
date of this resolution until December 31, 1991
, '\
, -_./
3. The owners, of any property so assessed may, at any time
prior to certification of the assessment to the County Auditor, pay
the whole of the assessment on such property, with interest accrued to
the date of payment, to the City Treasurer, except that no interest
shall be charged if the entire assessment is paid within 30 days from
the adoption of this resolution; and he may, at any time thereafter,
pay to the City Treasurer the entire amount of the assessment
remaining unpaid, with interest accrued to December 31 of the year in
which such payment is made.
MOTION seconded by Councilman
and adopted by the City
Council at a
meeting this
day of
, 19
wi th Councilmen
voting
in favor of the resolution, and Councilmen
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
James E. Elling - Mayor
'\
~ ~ Victoria Volk - City Clerk
(- '\
\.J
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE o...t ? 1 QQO
ITEM
NO, 4. 1260 NW Bunker Blvd
ASUP B1d . Add. M.M. 0
FOR
AGENDA SECTION
NO,
ORIGINATING DEPARTMENT
planning/Zoning ~
BY: David L. Carlberg,
BY:
The Planning & Zoning Commission at their meeting on September 11,
1990 reviewed the amended special use permit request of the
Metropolitan Mosquito Control District located at 1260 NW Bunker
Lake Boulevard to construct the following:
1. An 18'x60' addition to the existing main office service
facility.
2. Two (2) 65'x70' vehicle storage buildings.
3. Installation of a fuel pumping station for the applicants'
use.
.- "
'-/ The Planning & Zoning Commission recommends that this amended
special use permit be granted.
Attached please find a proposed Resolution for your review and
approval, the minutes from the September 11, 1990 meeting and the
materials from the Planning and Zoning Commission packet.
COUNCIL ACTION
MOTION BY
"-
'.J TO
SECOND BY
:)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -90
A RESOLUTION GRANTING THE AMENDED SPECIAL USE PERMIT REQUEST OF
THE METROPOLITAN MOSQUITO CONTROL DISTRICT TO CONSTRUCT AN
ADDITION TO THE EXISTING MAIN OFFICE FACILITY, TWO (2) VEHICLE
STORAGE BUILDINGS AND INSTALL A FUEL PUMPING STATION ON THE
PROPERTY DESCRIBED AS 1260 NW BUNKER LAKE BOULEVARD.
:~-~
WHEREAS, the Metropolitan Mosquito Control District has
requested an Amended Special Use Permit to construct an addition
to the existing main office facility, two (2) vehicle storage
buildings and install a fuel pumping station on the property
described as 1260 NW Bunker Lake Boulevard, legally described as:
THAT PART OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP
32, RANGE 24, ANOKA COUNTY, MINNESOTA, COMMENCING AT THE
NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE
SOUTHERLY ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER A
DISTANCE OF 820.00 FEET; THENCE EASTERLY PARALLEL WITH THE
NORTH LINE OF SAID SOUTHWEST QUARTER A DISTANCE OF 2119.00
FEET; THENCE NORTHERLY AT RIGHT ANGLES A DISTANCE OF 70.00
FEET TO THE ACTUAL POINT OF BEGINNING; THENCE EASTERLY AT
RIGHT ANGLES A DISTANCE OF 290.00 FEET; THENCE NORTHERLY
AT RIGHT ANGLES A DISTANCE OF 480.00 FEET; THENCE WESTERLY
AT RIGHT ANGLES A DISTANCE OF 290.00 FEET; THENCE
SOUTHERLY AT RIGHT ANGLES A DISTANCE OF 480.00 FEET TO THE
POINT OF BEGINNING AND THERE TERMINATING. TOGETHER WITH
THE RIGHT OF INGRESS AND EGRESS. CONTAINING 3.196 ACRES
MORE OR LESS.
WHEREAS, the Planning & Zoning Commission has reviewed
the request and has determined that said request meets the
criteria of Ordinance 8, Section 5.03, 7.03 and 8.08; and
WHEREAS, a public hearing was held and there was no
opposition to said request; and
WHEREAS, the Planning and Zoning Commission recommends to
the City Council approval of the Amended Special Use Permit
requested;
~)
NOW, THEREFORE, BE IT RESOLVED, that the City Council of
the City of Andover hereby agrees with the recommendation of the
Planning & Zoning Commission to allow for the construction of an
addition to the existing office services facility, two (2) vehicle
storage facilities and the installation of a fuel pumping station
on said property; with the following conditions:
~. The parking area is to meet the requirements established
in Ordinance 8, Section 8.08 and State regulations for
handicapped parking.
:J
2.
<
"
The existing storage facility which was illegally placed
on the property is to be removed within thirty (30) days
of completion of the new vehicle storage buildings.
3. The proposed construction must have significant progress
made in the first twelve (12) months after approval of the
Amended Special Use Permit or it will become null and
void.
4. The property will be subject to annual review by the City
Staff
Adopted by the City Council of the City of Andover on this 2nd day
of October, 1990
CITY OF ANDOVER
James E. Elling, Mayor
,- '\
'-)
ATTEST
Victoria Volk, City Clerk
-,
',J
-- '\
,~
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
Sept. 11, 1990
DATE
AGENDA ITEM
3. Mosquito Control
Dist. Amended SUP:
Building Addition
ORIGINATING DEPART':jfLENT
Planning \
David L. CarIb rg,
BY: Planner
APPROVED FOR
AGENDA
BY:
REQUEST
The Andover Planning and Zoning Commission is requested to
consider the Amended Special Use Permit application of the
Metropolitan Mosquito Control District to allow for the
construction of an addition to the existing main office service
facility, the construction of two (2) vehicle storage buildings
and the installation of a fuel pumping station for the applicants'
use.
LOCATION & ZONING
The property is located at 1260 NW Bunker Lake Boulevard and is
zoned R-1, Single Family Rural District.
:) REVIEW
The Mosquito Control District proposes to build an 18'x 60'
addition on the north side or front of the existing office service
facility and two (2) 65' x 70' vehicle storage buildings on the
southern portion or rear area of the property. A fuel pump
station will also be located on the property east of the existing
office service facility. The Andover Review Committee (ARC) will
be reviewing this request in the near future.
Ordinance no. 8, section 7.03 Special Uses allows this type of
construction as a special use. Section 5.03(b) of the Ordinance
establishes the criteria to be met in granting an amended special
use permit. The City shall consider:
1. The effect of the proposed use upon the health, safety,
morals and general welfare of occupants of the surrounding
lands.
2. The existing and anticipated traffic conditions including
parking facilities in adjacent streets and land.
3. The effect on values of property and scenic views in the
surrounding area.
4.
The effect of the proposed use on the comprehensive
plan.
"-
o
Page Two
\ In Re: 1260 NW Bunker Lake Boulevard
-) Metropolitan Mosquito Control District
Amended SUP
11 September 1990
RECOMMENDATION
Staff recommends approval of the amended special use permit
subject to the following conditions:
1. The parking area is to meet the requirements established in
Ordinance 8, Section 8.08 and State regulations for
handicapped parking. .
2. The existing storage facility illegally built is to be
removed within 30 days of completion of the new storage
buildings.
The
a.
:) 'b.
c.
3. The proposed construction must have significant progress
made in the first twelve (12) months after approval of the
amended special use permit or it will be null and void.
Planning & Zoning Commission has the following options:
Recommend to the City Council approval of the amended
special use permit as presented.
Recommend to the City Council denial of the amended special
use permit.
Continue the matter pending receipt of additional
information.
It is the recommendation of Staff that Option #1 be adopted and
that there be an annual review of the request. Reasons for
approval or denial of the request shall also be noted.
.)
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1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
~~
~'
, J
CITY of ANDOVER
REGULAR PLANNING AND ZONING COMMISSION MEETING
SEPTEMBER 11, 1990
MINUTES
The Regula~ Bi-Monthly Meeting of the Andove~ Planning and Zoning
Commission was cailed to o~de~ by Commission Chai~pe~son Rebecca Pease
on Septembe~ 11, 1990, 8:04 p.m., at the Andove~ City Hall, 1685
C~osstown Bouleva~d NW, Andove~, Minnesota.
Commissione~s p~esent:
Commissione~ absent:
Also p~esent:
Coleman, Jonak, Jovanovich, Peek and Vistad
Fe~~is
City Planne~, David Ca~lbe~g; City Zoning
Administ~ato~, d'A~cy Bosell; and othe~s
APPROVAL OF MINUTES
MOTION by Vistad, Seconded by Coleman, app~oval of the Minutes of
August 23, 1990. Motion ca~~ied unanimously.
,. .
'\
.j
MOTION by Vistad, Seconded by Jovanovich, app~oval of Minutes f~om
August 30, 1990. Motion ca~~ied on a 5-Yes, 1-P~esent (Coleman), and
1-Absent (Fe~~is)
PUBLIC HEARING/METROPOLITAN MOSQUITO CONTROL DISTRICT
M~. Ca~lbe~g ~eviewed the ~equest fo~ an Amended Special Use Pe~mit by
the Met~opolitan Mosquito Cont~ol Dist~ict to const~uct an addition to
the existing main office, the const~uction of two vehicle sto~age
buildings, and the installation of a fuel pumping station at 1260 NW
Bunke~ Lake Bouleva~d. He outlined the points to conside~ and noted
the Staff's ~ecommendation to app~ove the ~equest subject to th~ee
conditions with ~ega~d to handicapped pa~king, ~emoval of eXisting
illegal sto~age building and significant p~ogeess in const~uction of
the buildings within 12 months of the issuance of the pe~mit.
Me. Ca~lbe~g also ~eviewed a copy of the site plan noting the setback
f~om the ~oad is well beyond 40 feet. The ARC Committee has not
eeviewed the peoposal. In the past, the Commission's ~ecommendations
have been contingent upon the ~eview and app~oval by the ARC.
'J
Richa~d Gauge~, Consultant Enginee~ fo~ the Meteopolitan Mosquito
Cont~ol Dist~ict, Robe~t Sjogeen, Di~ectoe of the MMCD, and Wayne
Hilbe~t, a~chitect fo~ the p~oject, we~e p~esent. Me. Gauge~ assu~ed
the Commission that they meet all the building codes and othe~
~equi~ements of the municipal and state agencies. The pLope~ty is now
ope~ated as a dist~ict headqua~te~s foe the MMCD housing thei~ office
and, vehicles. The stoeage building facility that is to be ~emoved was
moved to that p~ope~ty, but he didn't know how that was done without
peemits. He had ~ecommended that that building be ~emoved anyway, so
they have no p~oblem with the Staff's ~ecommendation.
,~
Regular Planning and Zoning Commission Meeting
~ Minutes - September 11. 1990
.J Page 2
('
(Public Hearing/Metropolitan Mosquito Control District. Continued)
c.,
~ Mr. Gauger explained they are trying to upgrade all of their
facilities. and this Amended Special Use Permit will house the
equipment they have for fighting mosquitos successfully. The fuel
station will be to fuel their vehicles on site. It will be a double
walled. below ground tank of 3,000 gallons and will meet EPA
standards, including the monitoring requirements.
The hearing was then opened to public testimony.
John Bills. 14367 Prairie Road - was concerned about the storage and
disposal of chemicals at the facility. Mr. Gauger explained this is
not a storage facility. He noted the faCility will be enclosed with a
chain link fence and. in addition, will have a security system. They
would do only light maintenance on the vehicles, as most of it is
contracted out.
Mr. Hilbert explained they use environmentally safe pesticides, and he
reviewed the three types of materials used, all of which are not
long-lasting materials. The only vehicle that would have more than
five gallons on it is the one used to service the helicopter. But that
) material is regulated by the EPA and Department of Agriculture. (
MOTION by Coleman, Seconded by Jovanovich, to close the Public
Hearing. Motion carried unanimously.
MOTION by Vistad, Seconded by Coleman, that the Andover Planning and
Zoning Commission recommend to the City Council approval of the
Amended Special Use Permit request by the Metropolitan Mosquito
Control District for property located at 1260 NW Bunker Lake
Boulevard, Andover, Minnesota, as pertinent to Ordinance 8, Section
7.03 allowing the construction.
"
r
The proposal is to build a 60x18-foot addition to the north side or
front of the exIstIng offIce servIce facility and two 65x70-foot
vehicle storage buildings on the south portion of rear area of the
property. A fuel pump station will be also located on the porperty
east of the existing office service facility.
This is subject to the Andover Review Committee/s review and approval
and the Metropolitan Mosquito Control DIstrict should comply with
their recommendations. The proposed use will not be detrimental to
the health, safety, or general welfare of the community. It will not
create serious traffic conjestion or hazards. It will not seriously
depreciate surrounding property values. It is in harmony with the
general purpose and intent of the Zoning Ordinance and Comprehensive
Plan.
:_J
A publ'ic hearing was held and there were a couple questions that
appeared to be answered accordingly.
~
FJ~
~ -
Regular Planning and Zoning Commission Meeting
Minutes - September 11, 1990
Page 3
<PublIc HearIng/MetropolItan MosquIto Control District, ContInued)
~
,
AddItIonal requIrements to thIs is the parkIng area is to meet the
requIrements established in Ordinance 8, Section 8.08 and State
regulations for handicapped parkIng; that existIng storage facility
illegally built is to be removed within 30 days of completion of the
new storage buIldIngs; the proposed construction must have significant
progress made in the fIrst 12 months after approval of the Amended
SpecIal Use PermIt or it will be null and void; subJect to an annual
review.
DISCUSSION: Mr. Gauger explained they are not necessarily
adding personnel or vehIcles to the site. This will allow them to
park all their vehicles inside a building, though there may be a
slight increase if the demand in the area warrants it. This is a
relatively smail headquarters site for them.
Motion carried unanimously. The item will be before the City Council
at its October 2 meeting.
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PUBLIC HEARING CONTINUED: ORDINANCE NO. 23 REGULATING THE RAISING
AND KEEPING OF EQUINES (HORSES)
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Ms. Basel 1 reviewed the changes made to the proposed ordinance as
agreed to at the August 30 meetIng and summarized the Attorney's
posItion on several questIons as outlined in the Agenda materIal.
She then noted the amended passed by the City CouncIl at their
September 6 specIal meeting clarifyIng the intent of the 100-foot
setback to be from a well or habitable portion of the dwelling on the
lot In questIons. She explained that after lookIng at that further,
the Staff recommendation is to add that the shelter be at least 90
feet from the abutting property lines to ensure a separation of 100
feet from any neighborIng habItable dwelling. The reason for the
90-foot setback is so the adjoinIng parcels would not be encumbered in
any way. TheoretIcally a house on an adjoInIng lot could be placed at
the 10-foot sIdeyard setback, but would be unable to do so and meet
the 100-foot separatIon requirement if the horse shelter were placed
50 feet from the lot lIne.
The hearing was then opened for pUblic testImony.
John BIlls. 14367 PrairIe Road. ChaIrman of the EquestrIan CouncIl -
stated his biggest concern is the 90-foot setback requirement from
abutting property lines. He felt it had nothIng to do wIth the
protection of the horses, which is the reason a shelter is required,
nor with the locations of the septIc and well systems. It Is not the
) shelter Itself that should be so severely restrIcted. 'They wIll be
~~ lookIng to manure management, etc., to prevent contamination. Mr.
Bilr~ felt It Is an unnecessary restriction of the land use. that It
)
CITY OF ANDOVER
REQUEST FOR COUNCIL ACfION
DATE
2 October 1990
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AGENDA SECTION ORIGINATING DEPARTMENT APPMOR
NO. AGE A
Discussion Planning/Zoning ~~l>\ /
ITEM 5. Ordinance No 23C B/
NO. Amendment - Equines d'Arcy Bose11
BY:
The Ci ty Council is requested to adopt the proposed amendment to
Ordinance No. 23 as attached,
In the fall of 1989, the Planning & Zoning Commission reviewed
the current ordinance and based on information received from
other cities and the needs of Andover, a draft ordinance was
prepared and a public hearing was scheduled. At that public
hearing there were many Andover residents which appeared and
those residents expressed great concern over the changes
proposed. As a result, the Ci ty Council re-established the
Horseman's Council for the purpose of reviewing the existing
ordinance, the proposed draft and making recommendations as to
what would be workable in the City of Andover.
The Horseman's Council (Equestrian Council) began meeting early
in January of 1990 and at their meeting on May 15, 1990" adopted
an ordinance draft which they felt would meet the needs of both
the equestrian community and the City.
Subsequent to that recommendation, the draft was forwarded to the
Planning & Zoning Commission for review and comment. Beginning
with the meeting on July 24, 1990 and on, the Commission and the
Equestrian Council discussed at length the proposed draft, new
drafts were prepared and reviewed and finally, on September 11,
1990, it was recommended by the Commission that the attached
draft (23C) be forwarded on to the Ci ty Council for adoption.
Attached please find packet materials, minutes, memoranda, etc.
in regard to this discussion. I have not attached a cOaa of each
draft preoared as it was felt these drafts would onlv a
confuslon to the lssue.
Also incorporated into the draft is the amendment which was
adopted by the City Council at its special meeting on September
6, 1990 ( 2 3B) .
COUNCIL ACTION
MOTION BY SECOND BY
TO
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Page Two
In Re: Ordinance No. 23C Amendment
An Ordinance Relating to the Regulation and Keeping of
Equines within the city of Andover
2 October 1990
As the minutes reflect, there are some concerns the Planning &
zoning Commission has which need to be dealt with and direction
of the City Council is sought.
1. Section IV (C) provides that the shelter must be set back at
least fifty (50') feet from abutting property lines.
After the adoption of amendment 23B, the matter was discussed
with Staff (Building Official, Planner and zoning Administrator)
and it was concluded that this setback was not sufficient to
provide a one hundred (100') foot separation between occupied
residences. (See the minutes of September 11, 1990, page 3 for
detailed discussion.) Based on that concern, the following
motion was to be forwarded on to the City Council:
2.
MOTION (Peek/Coleman): Relative to Section IV, Shelter
Requirements (C) that in lieu of the stated fifty (50') foot
setback from the abutting property line, that the Commission
recommends changing that [dimension] to a ninety (90') foot
setback to guard against unreasonable use of adjacent
undeveloped property, and [that] the ninety (90') foot
setback was arrived at [by] assuming that the adjacent
undeveloped property with respect to the minimum [sideyard
setback] of a ten (10') feet by Ordinance [No.8, Section
6.02 for a residential structure] provides for a one hundred
(100') foot setback from any occupied residence. Carried
unanimously. (paraphrased)
That a horse boarding operation is more than a home
occupation and should be required to received a Special Use
Permit.
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As you will note from the discussion in the minutes, the
Commission felt that boarding horses exceeds the home occupation
criteria and should be treated the same as a dog kennel operation
which requires a SUP and license (see Ordinance No.8, Section
7.03 Residential Districts). To make this change would require
an amendment to Ordinance No. 8 including a public hearing.
3. That all horse operations should be required to obtain an
Equestrian Permit to provide assurance to adjacent properties
that their property rights are protected and to inform the
City of the magnitude of the horse operation.
The minutes reflect that there was not agreement between the
Commission and the Equestrian Council and both bodies are
appealing to the City Council for direction.
The proposed Ordinance has been re-organized in an attempt to
make it easier for someone to read and understand. Also, the
title has been changed to regulate the keeping of "equines" which
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Page Three
In Re: Ordinance No. 23C Amendment
An Ordinance Relating to the Regulation and Keeping of
Equines within the city of Andover.
2 October 1990
:1
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by statute includes burrows, donkeys and mules. Some new
definitions have also been included where appropriate.
The Equestrian Council met again on September 25, 1990, to
discuss some additional issues and they will present their report
at this meeting. I do not have those details.
The City Council is requested to adopt the proposed amendment, or
in th~ alternative, rescind the existing Ordinance and adopt the
proposed draft as a new Ordinance. The proposed draft is the
Ordinance in its entirety.
I will be at the meeting to assist in answering any questions as
well as the Equestrian Council.
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Equestrian Council/P & Z Draft
9-11-90 Meeting as Amended
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
ORDINANCE NO. 23C
AN ORDINANCE RELATING TO THE REGULATION AND KEEPING OF EQUINES
WITHIN THE CITY OF ANDOVER.
Section I. Definitions:
Equines are burrows, donkeys, foals, horses, mules and ponies.
Foal is an equine which has not reached the age of one (1) year.
Lot is a designated parcel, tract or area of land established by
plat, subdivision, or as otherwise permitted by law, to be used,
developed or built upon as a unit.
Public Hearin~ is a meeting announced and advertised in advance
and open to t e public, with the public given an opportunity to
speak and participate.
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Public Hearing Notice is the advertisement of a public hearing in
a paper of general circulation in the area, and through other
media sources, indicating the time, place and nature of the
public hearing.
Public land is land owned or operated by municipal, school
district, county, state or other governmental units.
Rear Yard is the portion of the yard on the same lot with the
principal building located between the rear line of the building
and the rear lot line and extending for the full width of the
lot.
Structure is anything erected, the use of which requires more or
less permanent location on the ground, or attached to something
having a permanent location on the ground.
Variance is permission to depart from the literal requirements of
this Ordinance as it pertains to yard, area, coverage, setback,
size and other requirements of the applicable zoning district.
It does not include the use of the lot or parcel within the
zoning district in which it lies.
Section II. Acreage Requirements:
The following chart prescribes the number of equines that can be
maintained on the lot sizes as shown:
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Acreage
Number of Equines
Permitted
Less than 2.5 acres
2.5 acres
3.0 acres
3.5 acres
4.0 acres
4.5 acres
5.0 acres
More than 5 acres
None permitted
3 equines
4 equines
5 equines
6 equines
7 equines
8 equines
No more than 3 equines
per acre
Any foal under the age of one (1) year is not considered to
be a permanent part of the equine count and does not affect
the number of equines permitted as set out in the chart
above.
Section III. Fencing & Corral Requirements:
A. On all plots of land maintaining equines, there shall be
thereon a secure fence or corral enclosing at least eight hundred
(800 s.f.) square feet of land per equine.
~)
B. Said fence or corral shall be located no closer than
fifty (50') feet from any residence and shall be of sufficient
height and strength to retain such equines.
Section IV. Shelter Requirements:
A. On all plots of land maintaining equines, there shall be
a shelter or covered structure to protect the equines from the
elements. Said shelter or structure shall have a minimum roof
size and living area of eighty (80 s.f.) square feet per equine.
B. Said shelter shall be located no closer than one hundred
(100') feet from any occupied residence.
C. Unless state Health Codes require greater separation
between the shelter (accessory building) and the dwelling, the
shelter setback shall be one hundred (100') feet from the well or
habitable portion of the dwelling, whichever is closer, and
fifty (50') feet from the abutting property lines. (238, 9-06-
90)
D. Shelter must be provided which protects from direct rays
of the sun when temperatures exceed 95 degrees Fahrenheit, from
wind, and from freezing precipitation. Such shelter shall be
structurally sound, free of injurious matter, maintained in good
repair and ventilated.
Section V. Yard Restrictions:
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No equines shall be maintained, except in the rear yard, for
plots of land three (3 a.) acres or less, without review by the
Equestrian Council and approval by the City Council.
Page 2
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Section VI. Manure Management, Insect and Rodent Control:
A. Manure shall be handled or treated in such a manner so
as not to create a public nuisance and shall be conducted in the
rear yard only. Accumulations of manure shall not be allowed in
the front yard or side yard.
B. Corrals, pens, stables or similar enclosures shall be
maintained in a manner to minimize fly breeding and rodent
infestation.
C. No person shall allow an equine to leave accumulations
of manure on any street, sidewalk or alley, nor upon any open
area or lot in any residential portion of the City.
Section VII. Cruelty to Equines:
No equine shall be treated cruelly or inhumanely by any person or
in violation of Minnesota Statutes 343.01-343.40, preventing
cruelty to animals. (23A, 12-20-88)
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Section VIII. Control, Trespass and Public Roadways:
A. No person, firm or corporation shall permit any equine
of which he is the owner, caretaker or custodian to run at large
within the City of Andover. Such equines will be deemed to run
at large when it is off the premises owned or rented by its owner
and unaccompanied by the owner, or an agent or employee of the
owner.
B. The Mayor or any designated agent of the City may impound
any such equine found at large and shall provide proper
sustenance for any and all such equines impounded. The Mayor or
his designated agent shall then within twenty-four (24) hours
after any such equine has been impounded, post written notice at
the City Hall describing such equine and stating that it has been
impounded. No such equine impounded shall be released except to
a person displaying a receipt from the City Clerk showing the
payment of reasonable costs of feeding, housing, impounding and
veterinary care.
C. If any equine is not redeemed within two (2) weeks, the
Mayor or his designated agent shall give an additional three (3)
days' notice of the time and place where such equines will be
sold by posting such notice at the City Hall. If such equine
cannot be sold on the day stated, it may be sold as soon as
possible thereafter without notice.
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D. The City Clerk shall turn over the proceeds of any sale
to the City Treasurer. On order of the City Council, the City
Treasurer shall pay to the owner of such animal the difference
between the sale price as stated in Section VIII(C) after
deducting the cost of feeding, housing, impounding, veterinary
care and sales charges, if the owner makes claims for such monies
within one (1) year from the date of sale; otherwise it shall be
forfeited to the City.
Page 3
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E. No person shall break into or release any such equine
legally impounded.
F. No person may ride or drive an equine after the hour of
sunset and before the hour of sunrise along or crossing any
public way without appropriate lighting or reflectorized
clothing.
G. No person shall ride or drive an equine in any public
park, beach or schoolyard except in such areas duly designated as
a trail way or hitching area.
H. No person shall ride or drive any equine upon private
property without the prior permission of the owner or owners or
occupant thereof.
I. No person shall interfere with any equine being ridden
or driven or kept in a lawful manner.
Section IX. Permits:
A. No person, firm or corporation will keep, stable or
maintain equines within the City of Andover on plots of less than
five (5 a.) acres without first obtaining an application for a
permit from the City Clerk or his designated agent to so keep,
stable or maintain such equines.
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B. Application shall be made in writing by the owner of the
lands where such equines are to be kept to the City Clerk or his
designated agent. Each application for a permit will contain a
site plan of the lands to be used, the correct legal description
of the property where such equine or equines will be kept, name
of the owner of the land and the total number of equines to be
kept on such lands.
C. The Equestrian Council, defined in Section X, shall
inspect the premises before recommending issuance or denial of a
permit to insure that each person, firm or corporation has
complied with the standards and regulations in this Ordinance.
D. The permit will be of indefinite duration, but subject
to revocation under Section XII of this Ordinance.
Section X. Equestrian Council:
A. The City Council hereby authorizes the establishment of
an Equestrian Council to assist the City Clerk in inspection of
the premises of those seeking an equine permit, to receive
complaints, to investigate complaints, to advise horsemen against
whom complaints have been lodged and to advise the City Council
of appropriate action.
:)
B. The City Council shall appoint seven (7) persons to the
Equestrian Council, including when possible, a representative of
the largest local horse-oriented association or club, and
veterinarian. Three (3) members shall serve a one (1) year term
and four (4) members shall serve a two (2) year term. Each
Page 4
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succeeding term shall be for two (2) years. Each member is
eligible for reappointment at the end of their term.
C. The Equestrian Council shall recommend approval or
disapproval to the city Council of variance requests which have
to do with the size of the corral area and shelter area, location
of the equines (rear yard versus side and front yard), and
similar requests. All other variance requests would be presented
to the Planning & Zoning Commission and their recommendation
presented to the City Council for final action.
Section XI Variance:
A. The City Council may grant a Variance from the
requirements of this Ordinance. A Variance can be granted only
if the Variance does not adversely affect adjacent property
owners and/or the spirit of this Ordinance.
B. A person, firm or corporation desiring a Variance shall
submit to the City Clerk a completed Variance form together with
a fee as set by City Council Resolution. Said fee shall not be
refundable if the Variance is denied.
: )
C. The application for a Variance shall be referred to the
Equestrian Council and/or the Planning & Zoning Commission where
they shall appear to answer questions put forth. A report shall
then be submitted to the City Council within thirty (30) days.
The City Council shall grant a decision within sixty (60) days
thereafter.
D. The criteria for granting said Variance would be
pursuant to Ordinance No.8, Section 5.04 as if said Section were
fully set forth herein.
Section XII. Permit Revocation and Enforcement of this
Ordinance:
A. Any permit issued pursuant to this Ordinance may be
revoked by the City Council if the City Council finds, after
investigation and after holding a public hearing, that any of the
Sections or Subsections of this Ordinance have been violated.
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property owners and occupants within three hundred fifty
(350') feet of the property in question shall be notified in
writing, although failure by any property owner or occupant to
receive such notice shall not invalidate the proceedings.
Notification shall be by mail.
For the purposes of giving mailed notice, the person
responsible for mailing the notice may use any appropriate
records to determine the names and addresses of owners. A copy
of the notice and a list of the owners and addresses to which the
notice was sent shall be attested to by such person and shall be
made a part of the record of the proceedings. The failure to
give mailed notice to individual property owners, or defects in
the notice, shall not invalidate the proceedings, provided a bona
fide attempt to comply with this section has been made.
Page 5
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B. Any person, firm or corporation violating the provlslons
of this Ordinance shall be deemed to have committed a misdemeanor
and shall be punished as defined by applicable state Law.
Section XIII. Sunset Clause:
The City Councilor duly appointed official will inspect the
property for which the permit was granted nine (9) months after
approval by the City Council. If it is determined that no
significant progress has been made during that time frame, the
permit holder will be notified by the City as to the condition of
the permit.
If the City Council determines that no significant progress has
been made in the first year after the approval of the permit, the
permit will be declared null and void.
Section XIV. Retroactivity:
Any person, firm or corporation who is maintaining or keeping
equines within the City of Andover on the effective date of this
Ordinance shall be required to meet the criteria set out herein
within one (1) year.
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Section xv. Severability:
If any section, sentence, clause or phrase of this Ordinance is,
for any reason, held to be invalid, such decision shall not
affect the validity of the remaining portions of this Ordinance.
The City Council declares that it would have passed this
Ordinance and each section, subsection, sentence, clause or
phrase irrespective of the fact that anyone or more sections,
subsections, sentences, clauses or phrases be declared
unconstitutional.
Section XVI. Validity and Effective Date:
This Ordinance shall be effective from and after its passage and
publication according to law.
Adopted this 9th day of July, 1974, by the City Council of the
City of Andover.
CITY OF ANDOVER
Richard A. Schneider
ATTEST:
Arthur Jaworski
23B, 9-06-90
23C,
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Page 6
Regula~ PlannIng and ZonIng CommissIon Meeting
. \ Minutes - Septembe~ 11, 1990
,__J Page 3
<Public Hea~ing/Met~opolItan MosquIto Cont~ol Dist~ict, Continued)
"
Additional ~equi~ements to this Is the pa~king a~ea Is to meet the
~equl~ements established In O~dlnance 8, SectIon 8.08 and State
~egulatlons fo~ handicapped pa~king; that existing sto~age facIlity
IllegallY built Is to be ~emoved withIn 30 days of completion of the
new sto~age buIldings; the p~oposed const~uctlon must have significant
p~og~ess made In the fl~st 12 months afte~ app~oval of the Amended
Special Use Pe~mit o~ it will be null and void; subject to an annual
~eview.
DISCUSSION: M~. Gauge~ explained they a~e not necessa~ily
addIng pe~sonnel o~ vehicles to the site. This will allow them to
pa~k all thei~ vehIcles InsIde a building, though the~e may be a
slight Inc~ease if the demand in the a~ea wa~~ants it. This is a
~elatively small headqua~te~s site fo~ them.
MotIon ca~~ied unanimously. The item will be befo~e the CIty Council
at Its Octobe~ 2 meeting.
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PUBLIC HEARING CONTINUED: ORDINANCE NO. 23 REGULATING THE RAISING
AND KEEPING OF EQUINES (HORSES)
Ms. Bosell ~eviewed the changes made to the p~oposed o~dlnance as
ag~eed to at the August 30 meeting and summa~ized the Atto~ney's
position on seve~al questIons as outlIned in the Agenda mate~Ial.
She then noted the amended passed by the City CouncIl at theI~
Septembe~ 6 special meeting cla~lfYing the intent of the 100-foot
setback to be f~om a well o~ habitable po~tlon of the dwellIng on the
lot in questions. She explained that afte~ lookIng at that fu~the~,
the Staff ~ecommendation is to add that the shelte~ be at least 90
feet f~om the abutting p~ope~ty lines to ensu~e a sepa~atlon of 100
feet f~om any nelghbo~lng habitable dwelling. The ~eason fo~ the
90-foot setback Is so the adjoining pa~cels would not be encumbe~ed in
any way. Theo~etically a house on an adjoining lot could be placed at
the la-foot sldeya~d setback, but would be unable to do so and meet
the lOa-foot sepa~atlon ~equl~ement If the ho~se shelte~ we~e placed
50 feet f~om the lot line.
The hea~Ing was then opened fo~ public testimony.
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John Bills. 14367 PraIrIe Road. ChaIrman of the Equest~lan Council -
stated his biggest conce~n Is the 90-foot setback ~equi~ement f~om
abutting p~ope~ty lInes. He felt it had nothIng to do wIth the
p~otectlon of the ho~ses, which Is the ~eason a shelte~ is ~equl~ed,
no~ with the locations of the septic and well systems. It Is not the
shelte~ itself that should be so seve~ely ~est~icted.-They wi 1'1 be
looking to manu~e management, etc., to p~event contamination. M~.
Bills felt it is an unnecessa~y ~est~iction of the land use, that it
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Regula~ Planning and Zoning Commission Meeting
Minutes - Septembe~ 11, 1990
Page 4
(Public Hea~ing Continued: O~dinance No. 23, Ho~ses)
penalizes the people with ho~ses. Many of the lots a~e long and
na~~ow, and this could seve~ely ~est~ict the placement of the shelte~
o~ even not allow it all togethe~. He said he doesn/t have a p~oblem
with the 100-foot setback f~om the house. But he saw no ~eason to
change the 50-foot setback f~om abutting p~ope~ty lines that is now
~equi~ed since the~e has not been a p~oblem with it since the
o~dinance was adopted in 1974.
Ms. Bosel1 stated she would like to see those existing nonconfo~ming
uses be documented with a sketch plan so in the ~vent the shelte~ is
dest~oyed by mo~e than 50 pe~cent, it can be ~ebuilt in the same spot
even though it is nonconfo~ming. If it is not documented and the
shelte~ is damaged by mo~e than 50 pe~cent, it would have to be
positioned to meet the setback ~equi~ements.
Pe~rv Medin. 16440 Wa~d Lake Drive - asked if a ga~age and dog
kennel can be built 10 feet f~om his p~ope~ty line. Ms. Basel I stated
yes. Ms. Medin felt there a~e the same problems of smell, flies,
etc., with dog kennels, yet ho~ses a~e being singled out he~e. She
felt it is a matter of favo~ing those who build big houses and pay
more taxes than those la~ge p~operty owners with horses.
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,~ Carol Almeida. 249 Constance Bouleva~d - hoped a compromise could be
~eached between the 50 and 90 feet, noting the 90-foot ~est~iction
creates a problem for many lots that a~e long and na~~ow. She would
have no place to place the ba~n on her prope~ty with that requi~ement.
The Commissioners explained the va~iance p~ocedu~e would then come
into play. It was felt va~iances would be granted fo~ ha~dships if it
can be shown that the ba~n will be a distance of 100 feet from any
neighboring habitable st~uctu~es. The o~dinance also requi~es sketch
plans for horse shelte~s on less than 5-acre pa~cels, so the
Equest~ian Council can work with them on the best placement affecting
the least impact on sur~ounding properties.
E~nest Trettel. 1412 Andover Bouleva~d. member of the Equestrian
Council - disagreed with the change from 50 to 90 feet, but also
thought it should not apply to the ~ea~ lot line because existing
~ea~ ya~d setback ~equi~ements al~eady allow fo~ that. Ms. Basel I
noted the scena~io whe~e the back of one lot abutts the side of
another, and the 50-foot setback f~om the ~ea~ could then end up with
only a 60-foot sepa~ation between the shelte~ and the habitable
st~uctu~e.
Renae Bradeen. 2879 161st Avenue - asked if those who meet the
existing 50-foot ~equi~ement would have to move thei~ ba~ns if the
90-foot ~equi~ement is adopted. She too did not feel it is fai~ that
'\ additional ~est~ictions a~e placed on the ho~se owne~s, when many.
~~ times they we~e the~e first. Ms. Basel I explained they would be
conslde~ed an existing non-confo~ming use and would be allowed, but
again noting the p~oblem of ~ebuilding if it is dest~oyed by mo~e than
50 pe~cent unless a sketch plan is on file.
Regula~ Planning and Zoning Commission Meeting
Minutes - Septembe~ 11, 1990
Page 5
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<Public Hea~Ing ContInued: O~dInance No. 23, Horses)
Mr. Trettel - saId agaIn the person wIth the prope~ty Is beIng
penalized for havIngho~ses because now they will only be able to
place the ho~se shelter 90 feet from the lot line, yet somebody who
builds a house can come within 10 feet of the property line. He felt
it is dIsc~Iminating against a secto~ of the public.
Ms. Medin - asked that It be stated to the Council that the
equestrIan community feels one way and the CommissIon feels another so
they know It Is an Issue. Because of the feelIng of the equestrian
communIty that the Commission Is opposed to them, they also worry
about getting variances. She thought it would be very difficult to
get a varIance to place a horse shelter closer to the lot lIne.
Because she Is concerned about the varIance Issue, she saId she may
have to change her mInd about stayIng In Andover. Ms. MedIn stated
they provIde a servIce to the communIty and thought the CIty should be
concerned about forcIng them out. ChaIrpeson Pease dIdn't feel they
were agaInst the~uestrIan communIty; but theI~ functIon Is to address
those Items In the ordInance and to protect all resIdents, those wIth
horses, and exIstIng and future residents.
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Mr. BIlls - felt an ordinance should be w~Itten to minimize the
numbe~ of variances that would be needed. If there Is already an
occupied building on the adjacent lot, they should be allowed to build
the horse shelter closer than the 90-foot setback provided it is still
100 feet from that residence. Commlsslone~ Vistad felt It is better
to leave It at 90 feet and grant varIances whe~e It can be shown that
the 100-foot separatIon can be obtained.
Ms. Almeida - has lived in Andove~ since 1975 and stated Andover
does listen to varIance ~equests and has supported the horse people.
But she also feels they are makIng the ordInance more difficult than
It has to be. A lot of thought has been put Into the ordinance, and
she felt many of the p~oblems could be solved Simply by a site plan
and wo~king with the prope~ty owner as to what Is the best thing to
do. She didn't think there will be the problem that the Staff and
Commissioners are talkIng about.
Mr. Bills - agaIn stated the position of the Equest~Ian Council that
the ordinance as written is good, p~efe~~ing the existing 50-foot
setback to the proposed 90 feet. He too felt the sIte plan will
handle the problems, wIth the Council haVing the rIght to deny or
approve It. He poInted out the 90-foot setback Is not what the CouncIl
approved; It Is a staff recommendatIon.
At thIs poInt, CommissIoner Pease noted a defInIte dIfference of
opInIon of the PlannIng CommIssIon and Staff and the EquestrIan
CouncIl. It was agreed that both poInts of vIew would be sent to the
CouncIl for theIr consIderatIon.
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Regula~ PlannIng and ZonIng CommIssIon MeetIng
MInutes - Septembe~ 11, 1990
Page 6
<PublIc Hea~Ing ContInued: O~dInance No. 23, Ho~ses)
M~. Bills - then add~essed the Issue of ~equI~Ing SpecIal Use
Pe~mIts fo~ fo~ boa~dIng ho~ses as suggested In Ms. Bosell~s memo. He
noted the ~equI~ements as set out In the o~dInance fo~ dog kennels a~e
not as st~Ict as they a~e In the ho~se o~dInance. The Items that
would be cont~olled by a SUP such as manu~e management, cont~ol of
leachIng, humane t~eatment, etc., a~e al~eady cove~ed by the
o~dInance. The CommIssIone~s noted a SUP deals mo~e wIth when It
becomes a busIness such as boa~dIng ho~ses. Then pa~kIng and othe~
Items can be add~essed.
Ms. Almeida - asked what If she had 30 ho~ses of he~ own, o~ what
about cI~cumstances whe~e the~e a~e 30 ho~ses being boa~ded that a~e
owned by 2 people, etc. She dIdn~t see that boa~dIng ho~ses Is the
kInd of busIness that pa~kIng needs to be add~essed.
Ms. Medin - also noted that when boa~dlng ho~ses, not all the owne~s
come at the same time and often they do not stay ve~y long. She too
dId not see a p~oblem with pa~klng.
Ms. Bosell asked the dIffe~ence between a ho~se boa~dIng ope~ation and
'\ a ~ldIng stable, as the o~dInance al~eady ~equl~es an SUP fo~ ~IdIng
) stables. Ms. Almeida - explaIned ~ldIng stables a~e publIc
facIlIties with employees, lessons, t~aIls, hIgh t~affIc, etc. The~e
a~e ve~y few ~IdIng stables left because of the hIgh cost of liabIlIty
Insurance. She boards 15 ho~ses and has neve~ had an employee.
Mr. Trettel - stated a rIdIng stable could ~Ide a ho~se fou~ times a
day and create fou~ tImes the traffic. When boa~dIng ho~ses, the
owner comes out fo~ one o~ two hou~s on an occasIonal basis, then
leaves.
Ms. Medin - stated In some cases the~e may be a t~aIne~ that comes
In to t~aIn the horses or someone boardIng a horse might like to take
lessons, but It Is not even close to a ~Iding stable. Mr. Bills _
dIdn~t know of anyone In Andover who has a ~Iding stable o~ stud farm.
Commissioner Jonak asked how many horses Mr. Trettel could board.
Mr. Trettel - stated up to 120. CommissIoner Jonak was conce~ned
about the potential problems f~om a large boarding ope~ation,
expressIng some frustration over the lack of manure management for
those rIding along the roads. Mr. Trettel - stated he has no
provisIon for cleanup along the roads, other than "Mother Natu~e."
But he does clean the f~ont and sIdes of hIs prope~ty each weekend.
He estImated 95 percent of hIs boarders neve~ leave hIs property and
90 percent of them neve~ take theI~ ho~ses outsIde of the ba~n.
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when kIds th~ow rocks, ~Ide fourwheelers, shoot fIrecrackers, etc.
The CommIssIon took no actIon on a SUP for boardIng facilIties.
Regular Planning and Zoning Commission Meeting
Minutes - September 11, 1990
~ Page 7
/
(Public Hearing Continued: Ordinance No. 23, Horses)
Discussion was then on a suggestion from Commissioner Vistad that the
site plan'requirement be expanded to include all horse operations, not
just those under five acres. In that way he felt those concerns about
boarding facilities can be addressed by the Equestrian Council in that
manner rather than with a SUP. The Commissioners also noted that for
their protection, all horse owners will want to submit a site plan
within one year to be in compliance with the ordinance, especially if
the horse shelter is nonconforming.
MOTION by Coleman, Seconded by Jovanovich, to close the Public
Hearing. DISCUSSION: Mr. Bi lIs - asked about dropping the
provision to require three offenses before declaring the violation a
misdemeanor. Ms. Bosell and the Commissioners explained it is to the
advantage of the Equestrian Council to have the ability to declare a
misdemeanor for the first offense if it is severe enough. They felt
it gives that Council more latitude and fleXibility. The procedure
would be the Equestrian Council would receive the complaint,
investigate it, and then advise the City Council of the appropriate
action. The Equestrian Council then agreed to that proposal as
written.
, \
, j Mr. Trettel - was frustated over the many changes in the draft
ordinance this evening when they were told last time there would be
only "legal definitions" changed. Ms. Bosell reviewed those changes
as outlined in the Agenda material which were from the Attorney's
opinion and Council action at last Thursday's special meeting.
Discussion was then on the retroactivity clause, Section XIV. Ms.
Bosell again clarified that everyone would have to submit a site plan
within one year of the adoption of the ordinance to document
everything on site. Then those eXisting shelters that don't meet the
ordinance requirements would be declared as legally existing
nonconforming uses.
Section IX, Section A: It was again debated whether this should apply
as stated to only plots of less than five acres or to all horse
operations to give more authority to the Equestrian Council. ~
Medin - didn't want to see a change. Don Eveland. 14772 Crosstown
Boulevard - stated the site plan is reviewed by the Equestrian
Council, and the items to be addressed are already incorporated into
the ordinance. That is why he did not see the need for permits.
Mr. BIlls - asked about the wording of accessory building versus an
agra building. Ms. Bosel I stated that determination is made by the
Building Official; however, agra buildings usually have a much lower
building permit fee. She thought all horse shelters are considered
agra buildings.
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Regula~ Planning and Zoning Commission Meeting
Minutes - Septembe~ 11, 1990
Page 8
(Public Hea~ing Continued: O~dinance No. 23, Ho~ses)
Sue Rooke~. 14911 P~al~le Road - was upset because she didn't feel
she paid a lowe~ building pe~mit fee, questioning Just what Is being
done. Ms. Bosell suggested she b~ing the item to the BuIlding
Depa~tment, as she does not deal with those matte~s.
It was poInted out that the~e was no dIffe~ence between a violatIon
on a lot of less than fIve ac~es o~ on one of mo~e than five ac~es;
the~efo~e the pe~mItting p~ocess fo~ ove~ five ac~es Is not necessa~y.
The Commission made no change to Section IX, A.
Motion to close the public hea~ing ca~~ied unanimously.
MOTION by Coleman, Seconded by Peek, move this on to the City
Council amended in two ways: 1) in Section IV, C., that afte~ the
wo~d "close~" In the fou~th line, d~op the 90-foot ~equi~ement, and
Inse~t 50 feet In its place. 2) Section XIV, Ret~oactivIty, Inse~tIng
language that would exclude exIstIng st~uctu~es, "Any pe~son, fI~m o~
co~po~ation who Is maIntaInIng o~ keeping equines wIthIn the CIty of
Andove~ on the effective date of this o~dinance shall be ~equi~ed to
'\ meet all the c~Ite~Ia set out he~eIn wIthIn one yea~ exceptIng
'- ~ pe~manen t st~uctu~es."
DISCUSSION: The Commissione~s discussed that po~tion of the motion
~elating to Subsections Band C In Section IV and the Intent of those
p~ovisions. Ms. Bosell cla~ified Subsection C applies only to the
habitable po~tion of the dwelling on the lot in questIon. Subsection
B is to apply to any occupied ~esidence not ~elating to the location
of the well. It was ag~eed to leave Subsections Band C as Is, though
the~e was still opposItIon to the 50-foot setback.
The Commissione~s also discussed the change to the ~et~oactivity
clause. Eve~yone on lots of less than five ac~es a~e al~eady cove~ed
because they will have to obtain pe~mits; but anyone who would have a
nonconfo~mIng use at the adoption of this o~dinance should be mandated
to take ca~e of the p~oblem and submit a sketch plan and make the City
awa~e of thel~ existing nonconfo~ming use. Ms. Bosell suggested the
Equest~ian Council actively u~ge people to comply fo~ thei~ own
p~otectlon.
Commisione~ Coleman then AMENDED HIS MOTION to d~op the changes to
the Ret~oactIvity Clause. Second Stands.
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Discussion was on Section X, Subsection C and SectIon XI, Subsection
C,and the p~ocedu~e fo~ pe~mits, va~iances, etc. It was ag~eed the
Intent Is that the Items should fI~st go th~ough the Equest~Ian
CouncIl, then the PlannIng CommissIon when necessa~y, and finally to
the Counc il .
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Regula~ PlannIng and ZonIng CommIssIon MeetIng
MInutes - Septembe~ 11, 1990
Page 9
(Public Hea~Ing ContInued: O~dlnance No. 23, Ho~ses)
Commlsslone~ Coleman then AMENDED HIS MOTION In SectIon XI, C., to
add a sentence afte~ the wo~ds "...appea~ to answe~ questIons put
fo~th.. Add: "ApplIcatIons ~equI~Ing ~ecommendatIons f~om both bodIes
shall go to the Equest~Ian CouncIl fI~st.. Second stands.
The CommIssIone~ dIscussed the p~ocedu~e of gettIng Info~matIon and
~ecommendatlons f~om the Equest~Ian Council. They thought ~ecelvlng
the MInutes of the Equest~Ian CouncIl would be suffIcIent.
VOTE ON MOTION: YES-Coleman, Jonak, Pease, Peek, Vlstad;
NO-JovanovIch; ABSENT-Fe~~Is. MotIon ca~~Ied.
CommlssIone~ Jovanovich stated she voted no because she p~efe~~ed the
90-foot setback In SectIon IV.
Commlssione~ Vistad commented he too believed Section IV should be 90
feet to abuttIng p~ope~ty lInes to allow fo~ futu~e p~ope~tIes that
will be developed and to elImInate a lot of p~oblems. Unde~ Section
IX, Subsection A, he belIeved the ~efe~ence to plots of less than fIve
ac~es should be deleted. He felt that would gIve bette~ cont~ol when
1 dealing with the issue of boa~ding ho~ses on the la~ge~ pa~cels. He
/ also felt the Equest~Ian Council would have mo~e Impact when a pe~mit
Is involved fo~ eve~yone, not just fo~ those on less than five-ac~e
lots.
ChaI~pe~son Pease felt the~e needs to be mo~e dIscussIon with the CIty
CouncIl on the 90-foot Issue. She was also conce~ned wIth the
boa~dlng of ho~ses. thInkIng the Item of ~equI~Ing a SUP also needs to
be dIscussed on the CIty CouncIl level.
MOTION by Peek, Seconded by Coleman, ~ecommendlng to the CIty
CouncIl by the Andove~ P & Z ~elatlve to SectIon IV, Shelte~
RequI~ements, Item C, that In lIeu of the stated 50-foot setback f~om
the abuttIng p~ope~ty lIne that we ~ecommend changIng that to a
90-foot setback to gua~d agaInst un~easonable use of adjacent
undeveloped p~ope~ty, and the 90-foot setback was a~~Ived at assumIng
that the adjacent undeveloped p~ope~ty wIth ~espect to the mInImum of
a 10-foot setback by o~dlnance fo~ a total of a 100-foot setback f~om
any occupIed ~esldence. MotIon ca~~Ied unanImously.
It was also ag~eed the CouncIl should be asked to conslde~ a SUP
p~ocess fo~ the boa~dIng of ho~ses o~ look at ~equI~Ing pe~mlts fo~
all ho~se ope~atIons.
)
The Item wIll go to the CIty CouncIl on Octobe~ 2 as moved wIth othe~
comments fo~ theI~ consIde~atIon.
The CommIssIon ~ecessed at 11:06; ~econvened at 11:20 p.m.
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CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE 11 September 1990
AGENDA ITEM
4. Ordinance No. 23 Amend-
ment Public Hearing
Continued ... Keeping of
Equines (Horses)
ORIGINATING DEPARTMENT
APPROVED FOR
AGENDA
Planning/Zoning ,~1
BY: d'Arcy Bosell J '/
BY:
The amendment of Ordinance No. 23 was continued to this meeting
to allow for some changes to be made to the draft based on input
and discussion at the last Planning & Zoning Commission Special
Meeting on August 30, 1990.
I have also received from William G. Hawkins, city Attorney, a
written response to two question posed to him in a letter.
Attached please find a copy of his response.
While speaking with Mr. Hawkins, I asked him some additional
questions based on the above-noted meeting. He did not respond
to those questions in writing, however, attached hereto please
find my telephone conversation notes which conveys his response
to those questions.
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Accordingly, the draft Ordinance has been modified to eliminate
the section about documenting a violation three (3) times before
the matter would be punishable as a misdemeanor. It is his
opinion that there may be instances where the City may want to
prosecute after the first offense and requiring three (3) reports
before that can occur would not be in the best interests of the
City.
, '
Mr. Hawkins also responded to the issue of dog kennels and horse
boarding operations. One correction in his letter is that the
section referred to therein should be 7.03, not 7.3. I think it
would be most appropriate to raise the question of whether or not
to amend Ordinance No. 8 to include horse boarding as a Special
Use to the City Council and receive that direction from them. I
will include that issue and recommendation as a part of the
packet prepared for the City Council if you so desire.
In regard to variances -v- exceptions, Mr. Hawkins' opinion is
that any deviation from the requirements of the Ordinance is a
Variance, however, the Ordinance can be structured so that
certain issues could be handled by the Equestrian Council and
others handled by the Planning & Zoning Commission. I have,
accordingly, modified the draft to reflect which items I felt
should be handled by each entity. This, of course, is open to
interpretation and discussion. I would welcome any input you
have in this regard.
:)
Page Two
In Re: Ordinance No. 23 Amendment
Keeping of Equines (Horse)
11 September 1990
I have made the following changes to the draft:
Section
I - No changes were made. It was discussed that this
section would include "exception", however, after
discussing this matter with Mr. Hawkins, no change
was made.
Section
II - No changes were made to this section.
III - Sub-sections A and B were added to identify that
there are two issues within that section.
Section
Section
IV - Sub-sections A, Band D were added to identify
that there are three (3) issues within that
section.
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Sub-Section C was added based on the action of the
City Council at their special meeting on September
7, 1990. The Motion was made as follows: To
amend Ordinance 23 to note that the separation
between the accessory building (shelter) and the
house is for health reasons and shall be one
hundred (100') feet from the well or habitable
portion of the dwelling, whichever is closer,
unless State Health Codes require greater
separation. It was noted that this would apply
only to the home located on the same lot as the
accessory building (shelter), not the neighbor's
lot.
Note: I spoke with Ken Orttel and James Schrantz in regard to
this amendment which was passed at that meeting. This
amendment was intended to be "cleaned up" so it was "legal"
and that it be incorporated in the draft currently being
considered by the Equestrian Council and Planning & Zoning
Commission.
Dave Carlberg and I feel this is not adequate because it allows
for the placement of a shelter fifty (50') feet from a side or
rear lot line and would require the adjacent property owner to
set their home away from the shelter to meet the shelter
separation requirement of one hundred (100') feet if the abutting
lot was vacant and a new home were built thereon. Additionally,
we brought this concern to Dave Almgren, Building Official, and
it was his recommendation also that some clarification be
included in the Ordinance as to setback from abutting property
lines. Accordingly, we have added additional language to this
Section as follows:
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Page Three
In Re: Ordinance No. 23 Amendment
Keeping of Equines (Horses)
11 September 1990
C. Unless State Health Codes require greater
separation between the shelter (accessory
building) and the dwelling, the shelter setback
shall be one hundred (100') feet from the well or
habitable portion of the dwelling, whichever is
closer, and ninety (90') feet from the abutting
property lines.
V - This section was modified to read: No equines
shall be maintained, except in the rear yard, for
plots of land three (3 a.) acres or less, without
review b the E uestrian Council and approval by
t e C1ty CounC1. T 1S C anges re ects the
discuss10n at the meeting.
Section VI - No changes were made to this section.
Section
Section VII - No changes were made to this section.
Section VIII - No changes were made to this section.
Section
IX - No changes were made to this section.
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Section
X - No changes were made to Sub-Sections A and B.
City
Section
XI - No changes were made to Sub-Sections A and B.
Sub-Section C was modified as follows: The
~plication for a Variance shall be referred to
tEe Equestrian Council and/or the Planning &
Zoning Commission where they shall appear to
answer questions put forth. A report shall then
be submitted to the City Council within thirty
(30) days. The City Council shall take final
action within sixty (60) days thereafter.
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Page Four
In Re: Ordinance No. 23 Amendment
Keeping of Equines (Horses)
11 September 1990
't}
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Note: During your discussion, it was not,c1ear to me whether all
issues reviewed by the Equestrian Council were to go to the
Planning & Zoning Commission and then the CitY,Council or if they
would go directly to the City Council from the Equestrian
Council. You will note in my telephone notes that Mr. Hawkins
conveys that recommendations can come from other Commissions and
advisory bodies. It would thus be appropriate for their
recommendations to go directly to the City Council. This issue
should be resolved in your discussions at the meeting.
Section XII - Sub-Section A was not changed.
Sub-Section B was modified as follows: Any
person, firm or corporation
feeeumeR~ee-~hfee-f~1-~imes-ey-~he-gques~fiaR-€euR
eil~ violating the provisions of this Ordinance
shall be deemed to have committed a misdemeanor
and shall be punished as defined by applicable
State Law.
Note: This change was made to reflect the advice of the City
:~ Attorney.
Section XIII - No changes made to this section.
were
Section XIV - No changes were made to this section. .
Section XV - No changes were made to this section.
Section 'XVI - No changes were made to this section.
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LAW OFI'lCES OF
Burke nJfd JlnwkiJfs
SUITE 101
299 COON RAPIOS BOULEVARO
COON RAPIDS, MINNESOTA 55433
PHONE 161 2) 784-2998
<J
JOHN M. BURKE
WILLIAM G. HAWKINS
September 4, 1990
Ms. d'Arcy Bosell
Andover City Hall
1685 Crosstown Blvd.
Andover, MN 55304
Dear d' Arcy:
I am responding to your letter of August 8, 1990 concerning the
proposed draft of Ordinance No. 23. I have reviewed the
language in the ordinance and would recommend only that
Section XII, Subd. B be amended to eliminate the section about
documenting a violation three times before the matter would be
punishable by a misdemeanor. This would prohibit us from.
prosecuting people who violated the ordinance on the first time
~~) in a serious manner.
You also raise the question regarding treating dogs and horses
differently. I note in Section 7.3 that in addition to kennels
being a special use, also riding stables are considered the
same. This may cover many of the operations you are referring
to in your letter, however, if there are horse boarding
operations this may constitute a business and the City may
consider regulating same. Certainly there can be similar types
of problems with horses that residents experience with dogs
concerning nuisance conditions. If the City Council feels that
Ordinance No. 8 should be amended to regulate horse boarding
operations, it should direct the Planning Commission to review
the ordinance to ~ake such changes.
The remainder of the ordinance appears to be in proper form and
I would recommend 1ts adoption.
G. Hawkins
WGH:mk
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CITY OF ANDOVER
ZONING ISSUE FOLLOW-UP
Date:
29 August 1990
In Re:
Ordinance No. 23 Amendment
Bill Hawkins called today and apologized for not responding to my
letter by the meeting date. It was on the bottom of the stack
)
Initially, he had no problem with the Ordinance as written.
In regard to my specific question about horses -v- dogs, he felt
they should be dealt with the same. He thought there was no
sense to the difference, except that dogs bark. '
He felt the argument could be made that people who are boarding
horses would be conducting the same type of operation as a riding
stable (which requires a SUP) and by definition, a riding stable
could include horse boarding.
He was unclear why the city requires both a SUP and Kennel
License for dogs. Perhaps just a SUP would be appropriate which
provides the Notice to adjacent property owners. Annual review
would accomplish the same thing as an annual kennel license
renewal.
Suggestion: In Section 3.02 of Ordinance No.8, expand the
definition to include horse boarding and include that the keeping
of more than x-number of horses on the property (which do not
belong to the property owner) would be horse boarding. Bill felt
that horse boarding for profit is a business just as a kennel
would be a business.
Recommendation: To treat them similarly (dogs and horses).
If you board for someone else more than three (3) horses, you
would require a SUP. Really, this is a policy question.
While speaking with Bill, I asked the questions raised at the P &
Z Meeting on August 28, 1990.
In re: Section 12(B) - is it legal to declare violation of the
Ordinance a misdemeanor. Yes, it is, however, he suggested that
the language "repeatedly (documented three [3J times by the
Equestrian Council" be deleted. Discretion is used as to whether
to prosecute after the first offense or the third offense but to
allow someone three (3) chances when the problem may be
significant is not wise.
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Page Two
In Re: Ordinance No. 23 Amendment
WGH Opinion
29 August 1990
In re: Section 14 - can the Ordinance be retroactive? Yes, you
can require people to comply within a certain amount of time, as
long as the time period is reasonable. He felt one (1) year
would be reasonable. He also felt that issues such as nuisances
would be upheld in Court and the Court would support compliance
within a reasonable amount of time.
In re: Variances - Except for the Zoning issues covered under
Ordinance No.8, the City can set up any procedure they wish as
to how variance requests come to them. The Council has the
ability to delegate that authority to any advisory commission or
committee they wish. This City Council has always made the final
decision, however, but the recommendation can come from
commissions other than Planning.
-)
In re: Variances -v- Exceptions: He felt all deviations from
the Ordinance would be variances. He also agreed that the
Ordinance could be structured so that there were certain issues
which would be handled by the Equestrian Council and other issues
which would be handled by the P & Z. He felt the language within
the Ordinance could be specific in this regard.
I asked him to confirm our conversation in writing and he advised
that he would do so.
d'Arcy Bosell
Zoning Administrator
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Planning & Zoning Commission Meeting
August 28, 1990
Page -2-
Bosell stated that these would be temporary structures to be
removed eventually when the Church expanded its building or moved
to a new location.
Loren Devine was in attendance to represent the Church, and
stated it is the intent of the Church to build on land that they
own across the street from the current structure. Their time
frame is to begin construction sometime in the Spring of 1992 and
to complete construction sometime in the Fall of 1992. He did
not feel there would be a problem to put a three year limit on
these temporary structures.
The Commission expressed concern in making a recommendation on
this item until after the ARC review had been completed.
PUBLIC HEARING
At this
opened.
receive
time the Public Hearing
There were no comments
any response before the
portion of
and Bosell
meeting.
the meeting was
stated Staff did not
)
MOTION by Ferris and seconded by Peek to close the Public
Hearing. Motion carried unanimously.
In order to try to move this item in as timely a manner as
possible, Staff will look into having the ARC review completed
before the special meeting of the Planning and Zoning Commission
on August 30, 1990.
MOTION by Vis tad and seconded by Coleman to continue this agenda
item until the special meeting of the Planning and Zoning
Commission on August 30, 1990. Motion carried unanimously.
PUBLIC HEARING: ORDINANCE NO, 23 REGULATING THE RAISING AND
KEEPING OF EQUINES (HORSES)
The members of the Planning and Zoning Commission and Equestrian
Council in attendance reviewed the current draft of the proposed
amendment. It was agreed by both bodies that matters concerning
variances should be handled by the Planning and Zoning Commission
and all other matters should be handled by the Equestrian
Council. It was agreed to clarify the wording in the amendment
to reflect the difference between an "exception" and a
"variance" .
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In-Section V, it was agreed that the wording should read "without
. review by the Equestrian Council and approval of the City
Council."
Planning & Zoning Commission Minutes
, August 28, 1990
.--J Page -3-
It was agreed that in defining "variance" it should reference the
existing Ordinances covering variances.
It was requested that Staff obtain a legal opinion as soon as
possible on Section XII (B) and Section XIV to make sure they are
worded properly and legally.
Bills stated he spoke with two neighbors who liked the way the
amendment had been drafted.
Bosell stated Staff had not received any response from the
information sent out prior to tonight's meeting.
CAROLYN RUCKS. Andover stated she did not see the reason to
restrict the number of horses for five acres because you needed
hay to feed that many horses on that amount of acreage anyway.
There was discussion if this item should be moved on before the
legal review was completed.
PUBLIC HEARING
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opened.
ERNIE TRETTEL. 1412 Andover Boulevard stated his concerns if the
Public Hearing was closed tonight before the review by the City
Attorney and the review of the final draft.
There were no further comments.
MOTION by Coleman and seconded by Ferris to continue the Public
Hearing on this matter to the September II, 1990 meeting of the
Planning and Zoning Commission. Motion carried unanimously.
PUBLIC HEARING CONTINUED: ORDINANCE NO. 29 DISEASED SHADE TREES
(DUTCH ELM. OAK WILT AND PINE BARK BEETLES)
The Commission reviewed the proposed amendment to the existing
Ordinance. There was much discussion whether this was a
community problem versus a landowner problem.
Sowada reviewed the difficulties in enforcing the Ordinance, in a
large part due to a lack of available funding.
,
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CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
, '\
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DATE
28 August 1990
~ENDA ITEM
~. Ordinance No 23 Amendmen
Public Hearing - Regulat
the Keeping of Equines
(Horses)
ORIGINATING DEPARTMENT
Planning/Zoning
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APPROVED FOR
AGENDA
BY: a.' A::-cy Bosell
BY:
The Planning & Zoning Commission will act as host for the public
hearing on the proposed Ordinance No. 23 Amendment regulating
the Keeping of Equines within the City of Andover.
Attached is a revised copy of the proposed Ordinance which was
the result of the last meeting on August 14, 1990. As you will
recall, in Section 2 Acreage Requirements, on parcels more than
five (5 a.) acres, the number of animals per acre was increased
to three (3). Additionally, in Section 9 Permits, the language
was deleted which referred to a "herd of more than twenty (20)
horses".
, '\
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I have forwarded copies of the proposed Ordinance to those
persons who have been actively involved in the discussion and
drafting of this proposed Ordinance. I am hopeful that we will
be able to conclude the public hearing tonight and pass this
Ordinance Amendment on to the City Council for adoption at their
meeting on September 18, 1990.
If you have any questions, please call either myself of John
Bills, Chair of the Equestrian Council.
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Planning & Zoning Commission Minutes
August 14, 1990
Page -3-
This Special Use Permit is subject to a one year review.
This recommendation is subject to a signed maintenance agreement
to be drawn up by the City Attorney and signed by all parties.
Motion carried unanimously. This item will go to the City
Council on September 4, 1990.
ORDINANCE NO. 23 AMENDMENT DISCUSSION CONTINUED. KEEPING OF
EGOINES (HORSES AND MULES)
Bosell stated she had not received a response back from Attorney
Hawkins as of this date.
She also relayed comments from Pat Schroeder expressing concern
about a lack of public land to ride horses and Ms. Schroder's
opinion in favor of riding on privately owned land with written
permission of the owner.
Equestrian Council Chairperson John Bills stated that he would
) like to open the meeting up to comments at this time, since he
:- had no further information to relay since the last Planning and
Zoning Commission Meeting.
DON EVELAND. 14744 Crosstown Boulevard said in retrospect after
the last meeting that he was not really comfortable with limits
of no more than 2 equines per acre for over five acres of land.
He was also uncomfortable with requiring permits as discussed at
the last meeting.
ERNIE TRETTEL. 1412 Andover Boulevard was very concerned about
the requirements for permits and was concerned about a
grandfather clause for existing horse owners.
He stated that he had called 25 surrounding cities and only one
city, Victoria; required a permit to keep horses. Only two of the
cities he called do not allow horses. Seven of the cities had no
limit and no permit requirements and regulated by maintenance
laws.
He also stated that raising horses is an agricultural pursuit and
cannot be compared to home occupations or dog kennels. He felt
that requiring a permit would be putting an undue burden on
people who meet all of the other criteria, and the regulation
should be done through maintenance ordinances.
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Planning & Zoning Commission Minutes
August 14, 1990
Page -4-
PERRI MEDINE. 16440 Ward Lake Road, stated that when she attended
the meetings last fall she was told there would be no limit on
the number of horses she could have since she owns 10.3 acres.
Based on that information, she has expanded her business, which
includes breeding and boarding of show horses.
She stated that her business is unique in that her horses require
very little pasture. She is concerned if there is not a
grandfather clause in the new ordinance.
She also expressed her opposition to the permit process.
Chairperson Pease reminded everyone that this was a working
session only and that she felt the Equestrian Council had done a
wonderful job in drafting the proposed amendment to the
Ordinance. The intent is to try to come up with a contemporary
ordinance that meets today's needs.
DAN SQUORT, 18017 Hanson Boulevard, questioned if the intent of
the permit was to provide more revenue for the City. He stated
that they also have a unique situation in that they raise
miniature donkeys, which require less space for stalls and
pasture.
SHEILA SMITH, 181st Avenue N.W.. stated that their 100 acres is
half in Andover and half in Oak Grove. She stated that barbed
wire is bad for horses but that there is nothing wrong with
electric fences and children should be taught not to trespass.
She also stated that they had to go through a lot of red tape to
try to get help for an abused horse in the neighborhood.
CARLA HANCOCK. 1636 Macaw Street, stated that she just moved here
recently. She is not in favor of requiring permits.
Bills stated that the Equestrian Council tried to match the
ordinance with the concerns of the City.
It was the general consensus that there were three main concerns;
the limit on number of equines, the grandfather clause, and the
requirement of permits.
After polling the Commission and in response to feedback from the
residents. the following changes were recommended in the proposed
draft of the amendment:
Under Section II, "More than 5 acres--no more than 3 equines
per acre", with the understanding that a variance would
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Planning & Zoning Commission Meeting
August 14, 1990
Page -5-
be required for special situations such as raising
miniature donkeys.
Under Section IX, delete the words "or herd of more than
twenty horses".
This item is scheduled for a Public Hearing on August 28, 1990.
ORDINANCE NO. 44 DISCUSSION CONTINUED. FENCING OF JUNKYARDS
At the request of the owners of the junkyards, it was decided to
table this item and schedule a special meeting to cover it.
MOTION by Vis tad and seconded by Coleman to hold a Special
Meeting of the Planning and Zoning Commission to consider
Ordinance No. 44. Fencing of Junkyards on August 30, 1990, with
the meeting to start at 7:00 p.m. Motion carried unanimously.
2622 138TH AVENUE N.W. (KANGAS) VARIANCE SIDE YARD SETBACK FOR
~
Haas reviewed this request with the Commission. This is a
request for a variance so that David and Michelle Kangas can
build a 12 x 14 foot deck onto their existing home.
In reviewing the request, staff researched the preliminary plat
and found a resolution that the home and driveway was to be
located as far west as possible on the lot to remove it from the
intersection.
The builder, Herbert Blommel, was in attendance and stated that
it was his understanding that the location of the house met the
City's requirement. At the time he built, it was his impression
that the City just wanted to be sure that the driveway was on the
west side of the property.
David and Michelle Kangas stated that they did not know there was
a problem and feel they should be able to install a deck off of
their patio door and that their sketch drawing shows a proposed
deck.
It was discussed if it would be possible td install a free-
standing deck if it were not attached to the house. It was
advised that the owners check with the City Building Inspector
about that possibility.
)
CITY OF ANDOVER
"
REQUEST FOR PLANNING COMMISSION ACTION
AGENDA ITEM
4. Ordinance No. 23 Amend-
ment discussion continued.
Keeping of Equines ...
DATE 14 Auqust 1990
ORIGINATING DEPARTMENT APPROVED FOR
AGENDA
Planning/Zoning i~\
BY: d'Arcy Bosell BY:
This matter has been continued from your last meeting on July 24,
1990. I have corrected the proposed Ordinance and it is
identified as "Equestrian Council/p & Z Draft, 7-24-90".
I have also written to William G. Hawkins, City Attorney, and
have asked him to review the Ordinance as to language to make
certain it is legally correct.
'-~/
I also asked Mr. Hawkins about the apparent inequity within our
Zoning Ordinance. More specifically, why does the Ordinance
require a special use permit for a dog kennel when you have more
than three (3) adult dogs (R-1 District only) and yet you can
board horses on any lot in the City as long as the area of the
lot is met (and of course, shelter and corral requirements). I
am hopeful that I will have his response in time for the meeting
tonight.
I have forwarded a copy of the proposed draft to the Equestrian
Council members and members of the public who have been following
this matter so that their continued input is received.
If you have any questions, they may be directed to myself or John
Bills, Chair of the Equestrian Council.
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
8 August 1990
william G. Hawkins
Attorney at Law
299 Coon Rapids Blvd.
Suite 101
Coon Rapids, MN 55433
In Re:
Ordinance No. 23 - Keeping of Equines
Dear Bill:
Enclosed is a proposed draft of Ordinance No. 23. It is
scheduled for public hearing by the Planning & Zoning Commission
on August 28, 1990. Would you review the Ordinance and make
certain there are no problems as to language, etc.
The Planning & Zoning Commission has raised an issue in this
regard and has requested your response. In Ordinance No.8,
Section 7.03 Special Uses (Residential Districts) it requires
that a property owner obtain a kennel license if they raise more
than three (3) adult dogs. The Ordinance is silent, however, as
it pertains to the business of boarding horses.
A review of the Home Occupations section (4.30) does not provide
any light on this question either because horse boarding could
fall under the definition of a home occupation. The concern of
the Commission is that many of the horse operations need to board
other horses in o~der to keep their own and thus it is a bona
fide business. Further, why does more than three (3) adult dogs
require a special use permit and a kennel license and you could
board five (5) horses on the same property and not be required to
obtain any license or special use permit whatsoever. Is there an
inequity here? Can the City require a horse boarding operation
to get a "license" just like a dog kennel? I know if we change
the Ordinance, we can. I think the question is more from a
logical standpoint.
Perhaps your history with the City at the time the ordinance was
initially adopted and carried through may shed some light on the
question.
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Page Two
In Re: Ordinance No. 23 Amendment
8 August 1990
As previously noted, this matter will come on for public hearing
on August 28th. I would appreciate your response as soon as
possible. The next Commission meeting is August 14th and even a
verbal response that I could carry to the Commission might be
helpful. Thank you for your assistance.
Sincerely,
dlb ,&,.(tQZ.
d'A~y Bosell
Zoning Administrator
Enclosure
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Regular Planning & Zoning Meeting
Minutes--July 24, 1990
Page -3-
KEN HEIL SKETCH PLAN DISCUSSION
Haas reviewed the proposed sketch plan with the Commission and
reviewed with them the comments of the Andover Review Committee.
This property is in the MUSA area, and Mr. Heil is preparing
to subdivide his land into eight lots in addition to his current
dwelling when sewer and water become available.
Lot 5 will require variances to allow the lot to front onto
Andover Boulevard and to allow for the current 23 foot setback
versus the required 40 feet.
Lots 2 and 8 of Block 1 will require variance for lot depth
from Ordinance 8, Section 6.02 as the lot depth mean is less
than 130 feet.
Haas stated the Andover Review Committee has some problems
with Lot 7 for drainage and utility easements because of all
the tree stumps on this lot at the current time. Mr. Heil
stated it will be no problem to remove these so that the lot
could be considered to be buildable.
'-, The Andover Review Committee has recommended that Mr. Heil
~ J go with this plan. There were no additional concerns expressed
by the Planning and Zoning Commission. This item goes to
the City Council on August 7, 1990 and to the Park Board on
August 2, 1990.
ORDINANCE NO. 23 AMENDMENT: RAISING AND KEEPING OF EQUINES
(HORSES)
Bosell stated that after discussion of proposed amendments
to this Ordinance last fall and winter by the Planning and
Zoning Commission and input from the Public, an Equestrian
Council was appointed to review this matter. This agenda
item is to review the amendment proposed by the Equestrian
Council.
John Bills, 14367 Prairie Road, is the Chairman of the Equestrian
Council and reviewed the proposed amendment with the Commission.
Other people involved in the drafting of this document are
Ernie Trettel, Don Eveland, Debbie Menth, Sharon Orstad and
Carol Almedia.
,J
The Commission reviewed the proposed amendment at length with
Bills and recommended the following changes:
/Under Section II, more than 5 acres should be
restricted to 2 horses per acre.
'1
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Regular Planning & Zoning Meeting
Minutes--July 24, 1990
Page -4-
.fUnder Section IV, wording should state a minimum
shelter requirement of 8xl0 feet per horse.
/Under Section VI, wording should be added to the
effect "Manure shall be stored in proximity to
the rear of the shelter.~
~Under Section IX, C and Section X, C, clarify
the conflicting statements.
j Under Section )fi1, add wording that anyone with
less than five acres or more than twenty horses
needs to go through the Equestrian Council and
the permit process.
J Add a sunset clause that if the permit is not used
within one year it is revoked.
j Address a one, year retroactivity.
,~j
Other concerns expressed by members of the Commission included
if the stall size was adequate and if this Ordinance needs
to be in balance with the City's Ordinance governing kennels.
Staff will get the City Attorney's opinion on kennels versus
equine Ordinances. Also discussed as a concern is the boarding
of horses if it becomes a business, and that this should be
cross-referenced in this ordinance.
This item will be scheduled for a Public Hearing on August 28,
1990.
ORDINANCE NO. 44:
DISCUSSION CONTINUED ON FENCING OF JUNKYARDS
MOTION by Vistad and seconded by Jovanovich to postpone this
item until the next meeting of the Planning and Zoning Commission.
Motion carried unanimously.
ORDINANCE NO. 29: DISCUSSION CONTINUED ON DISEASED TREE ORDINANCE
AMENDMENT
Sowada discussed with the Commission some of the concerns and
difficulties of regulating the removal of diseased trees and
the transporting of diseased branches and wood through the
City.
\ It was the general concensus that the general public is not
-,J informed of the need for a permit or how to properly dispose
of a diseased tree. It was recommended that the permit application
'-)
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE
24 July 1990
AGENDA ITEM
6. Ordinance No. 23 Amend-
ment: Raising & Keeping
of Equines (Horses)
ORIGINATING DEPARTMENT
APPROVED FOR
AGENDA
Planning/Zoning ,~v1
BY: d' Arcy Bosell t f
BY:
During the fall and winter of 1989, the Planning & Zoning
Commission spent several meetings dicussing proposed amendments
to Ordinance No. 23, Regulating & Keeping of Horses. When a
proposed amendment was ready for consideration, public input was
sought.
As a result of that input, the Equestrian Council was appointed
and has met during the spring to amend Ordinance No. 23. It is
the recommendation of the Equestrian Council that the Planning &
Zoning Commission now review that document and if deemed
appropriate, hold a public hearing prior to making a
recommendation to the City Council.
,- -,
Attached for your consideration is the final draft proposed dated
May 1, 1990, as well as a copy of their minutes in which said
recommendation is made.
_/
Please review the proposed draft and have your comments prepared
for the meeting. I have also sent to those persons who were in
attendance at the earlier public meeting a copy of the proposed
ordinance for their review.
"
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
REGULAR EQUESTRIAN COUNCIL MEETING
MINUTES
May 15, 1990
Present: John Bills
Don Eveland
Sharon Orstad
Reviewed the Equestrian Council Draft dated 5/1/90 (see
attached) and felt it was properly amended and is ready
to present to the Planning and Zoning Commission. Request
this be assigned a date for presentation and acceptance.
A suggestion that all city members present at the last
Planning and Zoning Commission meeting with concerns on
horses be notified by mail with a copy of the proposed
ordinance.
Horse Care Guide pamphlet will be tabled until ordinance
review date has been established.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE October 2. 1990
AGENDA SECTION
NQ Discussion Items
ORIGINATING DEPARTMENT
APPROVED FOR
AGENDA
ITEM
NO.
N. Anoka County Arena
6. Assn. Presentation
Admin. \
v. Volk ~\
BY:
BY:
The North Anoka County Arena Association asked to be scheduled on
this agenda. However, they were to provide us with material to
be included in this packet and have not done so.
I have not heard from them since they asked to be on the agenda.
.----,
\
'.......
MOTION BY
, '""
',.J TO
COUNCIL ACTION
SECOND BY
:)
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NQ Discussion Items
DATE
ORIGINATING DEPARTMENT
Finance
ITEM 7. Bond Sale
NO. Discussion
BY:
Howard D. Koolick~
Finance Director
APPROVE~OR
AGElf VJ
BY, -; &
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REQUEST
The Andover City Council is requested to review the attached
summary of arbitrage regulations and fire department bond
information and provide direction regarding when the bonds should
be issued.
BACKGROUND
At the previous meeting, the City Council requested information on
arbitrage and the anticipated timing of expenditures in order to
determine when to issue the bonds for the fire department
construction and equipment acquisition.
c~ Attached is a brief summary of the arbitrage regulations and a
'J schedule of anticipated expenditures.
STAFF RECOMMENDATION
Based on the anticipated expenditure schedule and discussions with
the City Attorney and "fire" committee, it is recommended that the
bonds be sold around April 1, 1991. This will allow the City to
meet the six month deadline for avoiding arbitrage. The City will
need to internally finance expenditures until that time. This
will be not unlike what is done for construction projects until
bonds are sold.
COUNCIL ACTION
MOTION BY
"-
'~..../ TO
SECOND BY
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SUMMARY OF ARBITRAGE REGULATIONS
1.
GENERAL
A. Definition - Arbitrage bonds are bonds whose proceeds are
invested at a higher yield than the bond yield.
B. Rebate Rule - Subsection (f) of IRS Code Section 148
provides that any profit or "arbitrage" earned must be
"rebated" to the federal government at least every five
years, subject to certain exceptions.
2. WHAT ARE PROCEEDS?
A. Definition - Rebate rule applies to earnings on gross
proceeds. Gross proceeds include:
1. Proceeds from sale of bond issue.
2. Income from investment of proceeds.
3. Other amounts to be used to pay debt service.
3. EXCEPTIONS TO THE REBATE RULE.
A.
Investment Exception - Issues whose proceeds are invested
in tax-exempt o61igations or invested in demand deposit
Treasury securities of the State and Local Government
Series (SLG's) are exempt.
B. Small Government Unit Exception - Issuers who total
financing in a calendar year does not exceed $5,000,000
are exempt.
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C. Spend-out Exception -
1. Any issue whose proceeds are spent within six months
is exempt.
2. An issue in which at least 75% of net proceeds
(defined as proceeds deposited in a construction
fund or debt service fund to pay capitalized
interest plus investment income) are for
construction financing and the cumulative
expenditure of proceeds at various dates after
issuance meets the following "spend-out" schedule is
exempt.
6 months
12 months
18 months
24 months
10%
45%
75%
100%
"
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a. If only a portion of an issue qualifies as a
construction issue, that portion may treated as
a separate bond issue for applying this
exempti on.
, "
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b. For issues meeting the 75% criteria above and
where the spend-out schedule is not met, the
City may elect to pay a 1.5% penalty instead of
rebating excess interest. This election must
be make at the time the bonds are issued.
4. PAYMENT OF REBATE -
A. Calculation Method - Regulations establish the future
value method for determining rebatable arbitrage.
B. Payment Periods - Five years after issuance and every
five years thereafter, at least 90% of the arbitrage must
be paid to the Federal Government.
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ANTICIPATED SCHEDULE OF FIRE BOND EXPENDITURES
Date or
Anticipated Date Amount
June 19, 1990 $ 1,754.61
August 2, 1990 924.63
August 2, 1990 228.15
August 2, 1990 27.67
August 7, 1990 128.35
August 7, 1990 712.00
August 7, 1990 120.00
August 7, 1990 466.84
Total Spent thru
September 30, 1990 4,362.25
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Early Fall 30,000.00
Winter 60,000.00
March 1
First week in April
April 2, 1991 40,000.00
Summer of 1991
August 1, 1991 150,000.00
September 30, 1991
November 1, 1991 500,000.00
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Description
Report from Bonestroo
Election Judge Salaries
city Clerk Salary for Election
PERA and FICA Benefits
Publishing Sample Ballot and
Notice of Election
Signs advertising bond election
and site for fire station
111 Tickets
Postage
Only includes items for which
checks have been written.
Does not include any items
which may have been ordered,
but not paid for yet.
Land acquisition for station 3
Architect through bid process
Construction begins
Construction payments start
Purchase two grass rigs
Construction payments for both
stations
Purchase two trucks
Final Construction Payment
Purchase final two trucks
,.J
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO, Staff, Committee,
DATE
ORIGINATING DEPARTMENT
ITEM
NQ Purchase Pressure
g. Washer Public Work
BY:
Frank Stone
~
FOR
Public Works
About eight years ago we purchased a used cold water pressure
washer for cleaning equipment such as motors, vehicle bodies,
hydraulic systems, truck sanders, dump bodies, etc. Now our cold
water pressure washer is totally worn out and the repair service
has told us to replace it because the repair cost would be half as
much as a new one and they would not guarantee how long it would
last.
I would like to replace this unit with an industrial hot high
pressure cleaning unit. It will clean much better than the cold
water unit because it supplies hot water and steam. This unit
will pay for itself just by cleaning vehicles, equipment, etc.
...-...,.
This was not budgeted because we didn't expect that the Old unit
was in that bad of shape.
There is $11,000 left over from the purchase of the backhoe
loader. With the approval of the Mayor and Council I would like
to purchase an industrial hot high pressure washer from R & H
Enterprises for a total of $2,099.00.
,-"
Price Quotes:
(there were three companies quoting the same size unit)
Zep - Model 600HS
(with a 55 gallon barrel
of soap at no charge)
$3,000.00
R & H Enterprises - Model 3852 Alkota
$2,099.00
$2,600.00
Hotsy Cleaning Systems
COUNCIL ACTION
MOTION BY
.,
',-./ TO
SECOND BY
:~
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
AGENDA SECTION
NO, Staff, Committee,
('rommic::c::ion
ITEM Purchase 3 Radios/
NOq. Public Works
BY:
Frank stone
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BY: / [
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Public Works
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I would like to purchase two Max Track 100 Motorola radios to be
installed in the new units we have ordered; the vacuum truck and
the dump truck plow unit. This money would come from the same
fund as the vehicles.
The cost and installation of each radio is $880.00 for a total of
$1,760.00 for both.
.-,
I also would like to purchase one Max Track 100 Motorola radio to
be installed in our jet truck; Unit 64. This unit is also used
for sanitary sewer work and has never had a radio. For safety
reasons it should. The money is to come from the Sanitary Sewer
Budget, 49450, Item 415 and will amount to $880.00.
'----./
Break Down
2 Max Track 100 Motorola Radios
from Bond Fund New Vehicles
$1,760.00
1 Max Track 100 Motorola Radio
from Sanitary Sewer Budget
TOTAL
$ 880.00
$2,640.00
COUNCIL ACTION
MOTION BY
,
'-J TO
SECOND BY
,]
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE n~tQbwr 4, 1999
AGENDA SECTION
NO.
ORIGINATING DEPARTMENT
Finance
BY: Howard D. Koolick~
ITEM
NO, 10. Certify Delinquent
utili .
REQUEST
The Andover City Council is requested to adopt the attached
resolution certifying delinquent water and sewer accounts to the
County Auditor for collection.
BACKGROUND
- "
On September 19th, the attached letter was sent to all water and
sewer accounts with balances delinquent for two quarters or more.
The amounts included in the letter did not include street lights
since section 8 of ordinance 86 requires street lighting charges
to be certified on or before September 1st.
A total of 152 letters, totaling $26,064.01, were sent. The list
in your packet includes all unpaid accounts as of noon on
September 27th. Since we will continue to receive payments up
through the night of the meeting, you will receive an updated list
at the meeting.
A few residents have called unclear about the letter or nature of
the charges. All questions were answered and amounts cleared up,
except for Mr. Steve Mikkelson, 13838 Nightengale Street. His
delinquency is from the sewer bills not paid by the builder. The
following conditions make it different than other unpaid bills:
''--./
1. This house sat vacant for almost two years after the sewer
was connected but before the well was operational.
2. The builder never received the quarterly bills since we
did not have his address. In early September we located
the correct address and billed him for the amount due.
COUNCIL ACTION
MOTION BY
"-
--./ TO
SECOND BY
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3. Mr. Mikkelson, and the City have been in contact with his
title company attempting to solve this problem. Both the
title company and the city have attempted to reach the
builder by phone with no result.
Due to the odd circumstance of this address, I recommend the
amount not be certified this year to allow the owner additional
time to solve this problem. Should City Council disagree with
this recommendation they will need to add the property to the
list.
C)
':)
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W, . ANDOVER, MINNESOTA 55304 . (612) 755-5100
SAMPLE OF LETTER SENT TO RESIDENTS
September 19, 1990
Mr. Andover Resident
1685 Crosstown Blvd. NW.
Andover, Minnesota 55304
Dear Mr. Resident:
Our records indicate that your water/sewer account is currently
delinquent in the amount of $XXX.XX.
City Ordinance provides for certification of delinquent utility
bills to the County Auditor for collection with your property
taxes. To avoid this amount, plus 23% added interest and
administrative charges from being added to your 1991 property tax
statement, payment must be received at City Hall prior to 4:30
p.m. on October 1, 1990.
Delinquent water/sewer bills will be discussed and approved for
certification at the October 2, 1990 City Council meeting.
Please note that after this meeting the delinquent water/sewer
amount will be removed from you utility bill and included on
you property tax statement.
The amount above does not include delinquent street light
charges. These charges, if applicable, are not being certified
at this time. You may, however, pay these charges at the same
time as the water and sewer amounts. The delinquent street light
charges will contin~e to appear as arrears amounts on subsequent
utility bills if not paid.
If you have questions about this notice, please feel free to
contact me.
Sincerely,
Howard D. Koolick
City Finance Director
-)
,)
\
)
CITY OF ANDOVER
COUNTY OF ANORA
STATE OF MINNESOTA
RES. NO. R -90
A RESOLUTION CERTIFYING TO THE COUNTY AUDITOR FOR COLLECTION,
UNPAID SEWER AND WATER USER CHARGES.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES:
Pursuant to City Ordinance No. 32 and Ordinance No. 55, the
following charges on attached Exhibit A are hereby certified to
the County Auditor to be placed on the tax rolls and collected
with the 1991 taxes, if they remain unpaid on October 10, 1990.
Adopted by the City Council of the City of Andover on this 2nd
day of October , 1990.
CITY OF ANDOVER
ATTEST:
James E. Elling - Mayor
Victoria Volk - City Clerk
CERTIF1990
CITY OF ANDOVER
" LIST OF DELINQUENT WATER AND
) SEWER USER CHARGES TO BE
- TO COUNTY AUDITOR
PIN # SERVICE ADDRESS AMOUNT
---------------- -------------------------- ----------
33-32-24-43-0010 2657 - 134TH AVENUE NW $52.80
33-32-24-34-0060 2828 - 135TH AVENUE NW $82.50
33-32-24-34-0058 2844 - 135TH AVENUE NW $81.15
33-32-24-14-0010 2503-05 138TH AVENUE NW $162.30
33-32-24-14-0022 2526 - 138TH AVENUE NW $324.60
33-32-24-13-0017 2605-07 138TH AVENUE NW $211. 20
34-32-24-22-0032 2232 - 139TH AVENUE NW $81.15
34-32-24-21-0046 2044 - 139TH LANE NW $51.32
33-32-24-12-0048 2659 - 139TH LANE NW $97.35
33-32-24-11-0039 2539 - 140TH LANE NW $83.85
28-32-24-34-0055 2867 - 141ST AVENUE NW $81.15
28-32-24-34-0056 2909 - 141ST AVENUE NW $52.80
28-32-24-34-0026 2835 - 142ND AVENUE NW $52.80
28-32-24-34-0036 2926 - 142ND AVENUE NW $67.65
28-32-24-34-0004 2827 - 142ND LANE NW $82.50
28-32-24-34-0011 2939 - 142ND LANE NW $82.50
34-32-24-21-0043 13910 NIGHTINGALE STREET NW $67.65
34-32-24-21-0064 13929 NIGHTINGALE STREET NW $81.15
34-32-24-21-0060 14001 NIGHTINGALE STREET NW $81.15
34-32-24-24-0029 13818 QUINN STREET NW $51. 80
) 34-32-24-24-0007 13819 QUINN STREET NW $67.65
/ 34-32-24-24-0028 13828 QUINN STREET NW $67.65
34-32-24-21-0010 14006 QUINN STREET NW $98.70
34-32-24-21-0009 14016 QUINN STREET NW $98.70
34-32-24-22-0061 14005 RAVEN STREET NW $52.80
34-32-24-22-0043 14056 RAVEN STREET NW $81.15
33-32-24-11-0020 14003 YUKON STREET NW $82.50
33-32-24-11-0019 14013 YUKON STREET NW $81.15
33-32-24-34-0048 13319 EIDELWEISS STREET NW $52.80
33-32-24-31-0027 13625 GLADIOLA STREET NW $52.80
33-32-24-32-0024 13548 HEATHER STREET NW $81.15
28-32-24-34-0034 14183 HEATHER STREET NW $52.80
33-32-24-33-0030 13429 JONQUIL STREET NW $81.15
33-32-24-14-0017 2511-13 BUNKER LAKE BOULEVARD $108.30
33-32-24-32-0044 3024 BUNKER LAKE BOULEVARD $54.15
33-32-24-34-0042 13320 CROOKED LAKE BOULEVARD $54.15
33-32-24-34-0018 13418 CROOKED LAKE BOULEVARD $72.86
33-32-24-13-0024 13818 CROSSTOWN DRIVE NW $81.15
34-32-24-22-0025 14031 CROSSTOWN BOULEVARD $82.50
33-32-24-12-0011 13926 NORTHWOOD DRIVE NW $52.80
32-32-24-43-0012 3422 - 135TH AVENUE NW $135.30
32-32-24-43-0020 3532 - 135TH AVENUE $79.20
32-32-24-42-0056 3432 - 135TH LANE NW $132.75
32-32-24-42-0020 3501 - 135TH LANE NW $132.75
32-32-24-42-0058 3512 - 135TH LANE NW $62.75
33-32-24-31-0047 2825 - 135TH CIRCLE NW $72 .15
32-32-24-42-0047 3420 136TH AVENUE $135.30
'I 32-32-24-42-0032 3521 - 136TH AVENUE NW $132.75
-j
32-32-24-42-0026 3530 - 136TH LANE $165.90
28-32-24-34-0070 2938 - 14lST LANE NW $132.75
"J 29-32-24-43-0025 3437 - 14lST LANE NW $107.25
29-32-24-43-0043 3452 - 14lST LANE NW $135.30
29-32-24-43-0041 3508 - 141ST LANE NW $107.25
29-32-24-43-0031 3533 - 14lST LANE NW $107.25
29-32-24-43-0032 3543 - 141ST LANE NW $132.75
28-32-24-34-0035 2938 - 142ND AVENUE NW $135.30
29-32-24-43-0020 3458 - 142ND AVENUE NW $107.25
29-32-24-43-0017 3522 - 142ND AVENUE NW $109.80
29-32-24-31-0051 14278 UNDERCLIFT STREET NW $135.30
29-32-24-31-0003 14329 UNDERCLIFT STREET NW $96.75
29-32-24-31-0053 14279 VINTAGE STREET NW $137.85
29-32-24-31-0050 14299 VINTAGE STREET NW $107.25
29-32-24-31-0020 14339 VINTAGE STREET NW $135.30
29-32-24-31-0028 14348 VINTAGE STREET NW $79.20
29-32-24-31-0021 14349 VINTAGE STREET NW $135.30
29-32-24-31-0036 14329 WOODBINE STREET NW $79.20
29-32-24-31-0037 14339 WOODBINE STREET NW $135.30
29-32-24-31-0079 14349 XENIA STREET NW $107.25
32-32-24-24-0011 13758 ROUND LAKE BOULEVARD NW $79.20
33-32-24-44-0029 2503 - 13 4 TH AVENUE NW $227.05
32-32-24-43-0086 3559 - 134TH AVENUE NW $267.68
33-32-24-44-0004 2475 - 135TH AVENUE NW $88.59
33-32-24-42-0016 2605 - 136TH AVENUE NW $478.97
33-32-24-41-0041 2435 - 136TH LANE NW $105.02
33-32-24-41-0040 2449 - 136TH LANE NW $239.38
34-32-24-24-0072 2122 - 137TH LANE NW $94.60
34-32-24-24-0074 2194 - 137TH LANE NW $169.88
~J 35-32-24-23-0042 1424 138TH AVENUE NW $276.24
32-32-24-13-0038 3437 - 138TH COURT NW $181.50
32-32-24-12-0035 3479 - 139TH AVENUE NW $209.42
32-32-24-24-0035 3761 - 139TH AVENUE NW $509.06
35-32-24-12-0044 1098 - 139TH LANE NW $394.48
32-32-24-21-0058 3741 - 139TH LANE NW $71.60
32-32-24-22-0004 3813 - 139TH LANE NW $126.39
32-32-24-12-0064 3405 - 140TH AVENUE NW $154.31
32-32-24-12-0063 3419 - 140TH AVENUE NW $145.69
32-32-24-21-0080 3783 - 140TH AVENUE NW $558.05
32-32-24-21-0079 3795 - 140TH AVENUE NW $223.48
32-32-24-22-0011 3831 - 140TH AVENUE NW $301. 58
32-32-24-12-0003 3545 - 140TH LANE NW $209.84
27-32-24-33-0072 2196 - 14lST LANE NW $218.16
27-32-24-33-0032 2326 - 14lST LANE NW $143.96
27-32-24-34-0021 2114 - 142ND LANE NW $148.25
29-32-24-42-0053 3571 - 144TH AVENUE NW $309.58
26-32-24-21-0024 1394 - 148TH AVENUE NW $150.29
26-32-24-22-0046 1526 - 148TH AVENUE NW $324.94
35-32-24-24-0050 13834 WINTERGREEN STREET NW $461.23
35-32-24-21-0027 13907 BLUEBIRD STREET NW $293.61
23-32-24-33-0065 15065 CRANE STREET NW $652.43
26-32-24-22-0027 14831 EAGLE STREET NW $221.01
27-32-24-31-0021 14404 OSAGE STREET NW $193.33
34-32-24-24-0066 13783 PARTRIDGE STREET NW $136.73
34-32-24-23-0023 13763 RAVEN STREET NW $147.07
, \ 27-32-24-33-0058 14287 RAVEN STREET NW $304.40
'.~ 27-32-24-33-0041 14250 RAVEN STREET NW $94.60
27-32-24-33-0057 14283 RAVEN STREET NW $367.71
27-32-24-32-0005 2333 UPLANDER DRIVE $141. 30
.:-J 27-32-24-33-0027 14142 UPLANDER STREET NW $157.41
33-32-24-44-0058 13365 WREN STREET NW $168.64
33-32-24-44-0024 13438 WREN STREET NW $94.60
33-32-24-44-0023 13449 WREN STREET NW $370.28
29-32-24-41-0033 14367 JONQUIL STREET NW $264.60
29-32-24-41-0038 14433 JONQUIL STREET NW $451.87
29-32-24-41-0008 14411 KERRY STREET NW $349.24
29-32-24-41-0012 14470 KERRY STREET NW $146.92
29-32-24-14-0015 14525 KERRY STREET NW $243.39
32-32-24-44-0058 13380 WEST MARIGOLD COURT $168.93
32-32-24-44-0025 13431 NARCISSUS STREET NW $236.75
32-32-24-41-0037 13545 NARCISSUS STREET NW $347.87
32-32-24-41-0018 13578 NARCISSUS STREET NW $88.00
32-32-24-41-0034 13583 NARCISSUS STREET NW $413.71
32-32-24-41-0009 13574 ORCHID STREET NW $296.86
32-32-24-41-0007 13614 ORCHID STREET NW $148.10
32-32-24-43-0082 13310 POppy STREET NW $204.98
32-32-24-13-0052 13821 QUAY STREET NW $330.42
32-32-24-12-0066 13983 QUAY STREET NW $341. 66
32-32-24-13-0028 13872 ROSE STREET NW $275.76
32-32-24-13-0021 13841 SILVEROD COURT $137.62
32-32-24-13-0023 13853 SILVEROD COURT NW $129.40
32-32-24-12-0055 14001 SILVEROD STREET NW $375.74
32-32-24-21-0040 13980 TULIP STREET NW $179.07
32-32-24-24-0006 13845 UNDERCLIFT STREET NW $238.31
32-32-24-21-0014 14018 UNDERCLIFT STREET NW $248.65
29-32-24-34-0037 14226 UNDERCLIFT COURT NW $155.34
~J 29-32-24-34-0031 14239 VINTAGE STREET NW $162.85
32-32-24-22-0063 13954 AZTEC STREET NW $140.46
32-32-24-22-0073 13973 AZTEC STREET NW $325.54
32-32-24-22-0060 13988 AZTEC STREET NW $165.69
32-32-24-22-0070 14023 AZTEC STREET NW $105.07
32-32-24-22-0057 14042 AZTEC STREET NW $152.62
27-32-24-31-0008 14351 CROSSTOWN BOULEVARD NW $167.16
33-32-24-42-0029 13654 HIDDEN CREEK DRIVE $419.46
33-32-24-42-0025 13693 HIDDEN CREEK DRIVE $320.89
32-32-24-43-0024 13427 ROUND LAKE BOULEVARD NW $169.75
29-32-24-13-0004 14516 ROUND LAKE BOULEVARD NW $279.71
29-32-24-14-0026 14605 JONQUIL STREET NW $114.23
----------
TOTAL $25,166.89
~)
,~
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE n~~nh9r 2, 1990
AGENDA SECTION
NO. Staff, Committee,
ORIGINATING DEPARTMENT
Planning ~
ITEM
NQ 11. Funding Sources/
Diseased Tr
BY:
David L. Carlberg
r--"
The City Council requested at the September 18th meeting that
Staff research the funding sources available for the removal and
control of the diseased tree epidemic the City is presently
experiencing. The primary purpose of securing such funding is to
alleviate some of the costs incurred by property owners for tree
removal and disease control. Staff contacted Janette Monear,
Program Coordinator of the Oak Wilt/Diseased Tree Hotline. We
discussed the possibility of Anoka County purchasing a vibrating
plow for $75,000. She has proposed to the County Board that the
plow be maintained and housed by the County and lent to the cities
in the County on a free of charge basis. If the proposal fails
and the plow is not purchased, the $75,000 will be used for a
community cost-share program. In order for Andover to take part
in the cost-share program, criteria established by the Minnesota
Shade Tree Advisory Committee (MSTAC) Oak Wilt Task Force have to
be met.
'--'
The possible funding sources available to the City for the
diseased tree problem include:
1. Met Council - Abatement (landfill removal)
2. u.S. Forest Service
3. America the Beautiful
These sources of funding are primarily for future considerations
and it is recommended by Ms. Monear that we prepare for this
funding by establishing an ordinance and criteria that encompasses
such funding. I have presented draft copies of Ordinance #29 to
Ms. Monear and also David Stephenson, Plant Health Specialist,
Department of Agriculture, for their review. I indicated to them
that the City would welcome any suggestions they would have to
improve Ordinance #29.
COUNCIL ACTION
MOTION BY
. ,
',J TO
SECOND BY
"
,,~
Page Two
In Re: Funding Sources
Diseased Shade Trees
2 October 1990
I have asked Ms. Monear and Mr. Stephenson to attend the meeting
to answer any questions you may have concerning funding sources
and the diseased tree epidemic in general. I regret to inform the
Council that both have prior commitments and will not be able to
attend.
Staff will be contacting Ms. Monear and Mr. Stephenson the second
week in October to schedule a meeting to review Ordinance #29 and
discuss funding sources further.
~)
\
)
,J
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO, Staff, Commi ttee, Comm.
DATE
ORIGINATING DEPARTMENT
Finance
BY:
ITEM
NO. .La.
BY:
Howard D. Koolick\V<..-
REQUEST
The Andover City Council is requested to adopt the attached
resolutions accelerating and certifying assessments for Kadlec
Second Addition and Red Oaks Sixth Addition.
BACKGROUND
" "
As discussed at the previous meeting, the ten day notifications
were sent to the developers for Red Oaks Sixth and Kadlec Second
Additions. This ten day period expired on September 20th and
October 1st for Red Oaks Sixth and Kadlec Second respectively.
~J I talked with Harvey Kadlec who, I believe, intends on paying off
the entire assessment roll after selling a house this week. After
applying the cash escrow, it is less expensive to do this than to
pay the three years of delinquency. Vicki has been in contact
with the appropriate people for Red Oaks Sixth and, while we
believe that payment will be made, as of the writing of this memo,
no payment has been received.
I will inform you at the meeting of any changes to the situation.
COUNCIL ACTION
MOTION BY"
'\
',J TO
SECOND BY
)
.,j
,
)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -90
A RESOLUTION CERTIFYING TO THE COUNTY AUDITOR FOR COLLECTION,
UNPAID SPECIAL ASSESSMENTS.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES:
Pursuant to Paragraph D of the Development Contract between the
City of Andover and Kadlec Construction Co., the following
charges, less escrows held, are hereby certified to the County
Auditor to be placed on the tax rolls and collected with the 1991
taxes.
TOTAL
PAID FROM TO BE
PIN It PRINCIPAL INTEREST ESCROW CERTIFIED
29 32 24 43 0056 6,159.92 1,758.68 6,513.85 1,404.78
29 32 24 43 0057 9,239.86 2,638.01 9,773.72 2,104.15
29 32 24 43 0058 6,159.92 1,758.68 6,513.85 1,404.78
29 32 24 43 0060 6,159.92 1,758.68 6,513.85 1.404.78
Adopted by the City Council of the City of Andover on this 2nd
day of October , 1990.
CITY OF ANDOVER
ATTEST:
James E. Elling - Mayor
Victoria volk - City Clerk
"
I
'- /
')
/
')
./
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -90
A RESOLUTION CERTIFYING TO THE COUNTY AUDITOR FOR COLLECTION,
UNPAID SPECIAL ASSESSMENTS.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES:
Pursuant to Paragraph D of the Development Contract between the
City of Andover and Norman D. Holm and Arthur K. Raudio, the
following charges, less escrows held, are hereby certified to the
County Auditor to be placed on the tax rolls and collected with
the 1991 taxes.
TOTAL
PAID FROM TO BE
PIN It PRINCIPAL INTEREST ESCROW CERTIFIED
34 32 24 24 0070 6,027.60 197.37 4,136.37 2,088.60
34 32 24 24 0071 6,027.60 197.37 4,136.37 2,088.60
34 32 24 24 0072 6,027.60 197.37 4,136.37 2,088 60
34 32 24 24 0075 6,027.60 197.37 4,136.37 2,088 60
34 32 24 24 0076 6,027.60 197.37 4,136.37 2,088.60
34 32 24 24 0077 6,027.60 197.37 4,136.36 2,088.61
Adopted by the City Council of the City of Andover on this 2nd
day of October , 1990.
CITY OF ANDOVER
ATTEST:
James E. Elling - Mayor
Victoria Volk - City Clerk
')
'J
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
"
AGENDA SECTION ORIGINATING DEPARTMENT APPROVED FOR
NO. staff, Committee, Comm AG"(lj)
ITEM Appoint Election Judge AdminiS\rt)p
NO, .5
I . BY: V. Volk . BY:
i
The City Council is requested to approve the attached resolution
appointing judges for the General Election.
COUNCIL ACTION
MOTION BY SECOND BY
TO
DATE October 2. lqqO
'-
'-..../
',~
:_)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NO. R
A RESOLUTION APPOINTING ELECTION JUDGES FOR THE GENERAL ELECTION
TO BE HELD ON NOVEMBER 6, 1990 IN THE CITY OF ANDOVER, MINNESOTA.
The City Council of the City of Andover hereby resolves:
THe persons as shown below are hereby appointed judges for the
General Election to be held on Tuesday, November 6, 1990 in the
City of Andover:
Precinct 1, Grace Lutheran Church
Verna Hennen, Chief
Leone Struvwe, Ass't.
Carol Bradley
Wanda Grant
Jan Greer
Micki Harris
IR
DFL
DFL
DFL
IR
DFL
John Johanson
Carol Santer
Richard Shepard
Sylvia Volk
Precinct 2, Crooked Lake Elementary School
Ellen Wirkus, Chief
Maureen Bushard, Ass't.
Lillian Barten
Kay Funk
)
IR
DFL
IR
IR
Mary Gwinn
Rene Kroll
Cleo Smith
Kathy Tingelstad
Precinct 3, Andover Elementary School
Mary West, Chief
Sharon Rzeszutek, Ass't.
Eleanor Apel
Lois Benson
Elizabeth Cipperly
Carole Hibbard
DFL
IR
DFL
IR
DFL
IR
Karen Peterson
Carol Riecken
Lois Spadgenske
Loretta Sunderland
Susan Wood
Barbara Bassing
Precinct 4, Family of Christ Lutheran Church
Cindy Brostrom, Chief
Judy Snyder, Ass't
Susan Beal
DFL
IR
IR
L. Mary Boyum
Esther Haas
Susan Rylander
Mary White
Adopted by the City Council of the City of Andover this
day of
Attest:
" )
Victoria Volk
City Clerk
, 19
CITY OF ANDOVER
DFL
IR
DFL
IR
IR
DFL
DFL
IR
IR
DFL
IR
IR
DFL
IR
DFL
IR
IR
DFL
James E. Elling, Mayor
,~
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE Octnhpr? l~Qg
AGENDA SECTION
NO, Staff, Committee, Comm
ITEM Certify Cleanup Costs
NO, 14.
Administ\ation
v. VOlk\~'
APP=~9" ED1FOR
AGE.1Dj I
)1
( (;/J
BY
ORIGINATING DEPARTMENT
BY:
The City Council is requested to adopt the attached resolution
certifying to the 1991 taxes costs for the city cleaning the
property known as PIN 32 32 24 42 0064.
This property is tax forfeit and these costs will be paid when
someone purchases this lot.
"
, ---
"
MOTION BY
COUNCIL ACTION
SECOND BY
'.-/ TO
~
~/
~J
)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NO. R
A RESOLUTION CERTIFYING TO THE 1991 TAXES, COSTS INCURRED BY THE
CITY OF ANDOVER FOR CLEANUP.
WHEREAS, the property known as PIN 32 32 24 42 0064 has been
classified as tax forfeit; and
WHEREAS, the city received complaints regarding the
condition of the property; and
WHEREAS, the city Public Works Department cleaned
the property.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the
City of Andover to hereby certify to the 1991 taxes the amount of
$ 350.00 on the property known as PIN 32 32 24 42 0064.
Adopted by the City Council of the City of Andover this
day of
, 19___
CITY OF ANDOVER
Attest:
James E. Elling - Mayor
Victoria Volk - City Clerk
~-)
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
AGENDA SECTION
NQ Staff, Committee,
(',..~~~ <,..~--
ITEM
NO,~ Approve Site 2/
/Q. Fire ~t-""t-;nn
BY: _
'" "..
.,-
APPROVED
A(Jj(J
B '!! D\
FOR
Engineering
The City Council is requested to approve the location of the site
for Fire Station #2 (Northwest Station). The attached drawing
shows four locations the Fire Department selected. The Fire
Station Committee (Chief, Assistant Chief, Captain, Building
Official, Mayor and myself) agreed on the first choice location.
'.~
MOTION BY
"
',J TO
COUNCIL ACTION
SECOND BY
.'
...
,:_)
to
September 17, 1990
TO: Mayor and CIty Council
JIm Schrantz, City Admln~strator
;,
FROM: Bob Peach, ChaIrman, FIre Department Steering CommIttee
SUBJECT: Selection of SIte for NW StatIon
The FIre Department has viewed the following sites and are requestIng
the CIty to evaluate them,ln terms~f solis and costs:
First choIce: North of 16641 V~lley Drive, east sIde of CoRd 58
I
Second choice: 16416 Valley Drlve
'....
ThIrd choice: 16582 Valley DrIve, west side
) Fourth choIce: 4143 165th Avenue, north side, west of dIrt road
We are also askIng for dIrectIon as to the procedure in acquIrIng a
site.
,
~
,
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO. Staff, Commi ttee,
~ '''''''~'''n
DATE
ORIGINATING DEPARTMENT
ITEM
NO. J/ Order Survey/Fi re
/iR' Station
Administration
::~9;0R
V
BY: .'~m..'" F. !::,...hr~"'''~
The City Council is requested to contract with Caine and
Associates to do the survey for Fire Station #1.
The estimated cost to survey Fire Station #1 is between $800 and
$1000 with a "not to exceed" $1000.
We received proposals from two other surveyors. Caine's is the
lowest cost.
~--.
'-.../
MOTION BY
COUNCIL ACTION
SECOND BY
, ,
',.,./ TO
')
'---JEFFREY N. CAINE
R.l.S.
~
~
faine .t Assodates
J:and Surve!lors, Jnc.
17720 HIGHWAY 65
HAM LAKE, MINNESOTA 55304
434-7646
September 26, 1990
Mr. James Schrantz, City Manager
City of Andover
1685 Crosstown Blvd. NW.
Andover, MN. 55304
RE: estimate for survey of Fire Sta. No. 1
Dear Mr. Schrantz:
At your request I
providing the City
topographical survey
will be located:
am
of
of
sending you the following estimate for
Andover with a boundary survey and
the property where Fire Station No. 1
~J
I will provide the City of Andover, Minnesota, with a
boundary and topographical survey of the property
located in the southeast corner of the intersection of
139th Avenue NE. and Crosstown Blvd. (part of the
Northeast Quarter of Section 33, Township 32, Range 24,
Anoka County, Minnesota) for $800 to $1000, not to
exceed $1000.00. The survey will be done per
specifications set forth by Thomas R. Anderson of
Bonestroo, Rosene, Anderlik & Asso. in a letter to you
dated Sept. 13, 1990.
I will send you an estimate for the survey of the proposed Fire
Station No.2 after you have informed me as to the exact size and
location of the property.
Thank you for the opportunity to submit this proposal. If you
have any further questions, please feel free to contact me.
Yours truly,
Caine & Associates, Land Surveyors, Inc.
~~.G'~f
/
Jeffrey N. Caine, President
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE n~rnhor? 199Q
AGENDA SECTION
NO. Staff, Committe,
ORIGINATING DEPARTMENT
Administration
ITEM 17. Approve Specs/
NO. Fire Department
E ui m n
BY:
The City Council is requested to approve the specs for the Fire
Vehicles:
- 75' ladder pumper/6 man chassis
- pumper/6man chassis
- (1) 6 x 6 chassis and remounting of tank and pump body
(2) grass fire fighting units
(1) 4 x 6 chassis and tanker
""--'
MOTION BY
.-- '..
',j TO
COUNCIL ACTION
SECOND BY
,J
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
AGENDA SECTION
NQ Staff, Committee,
~ '..-:--
Administration
APPRO~~IDFOR
AGEN~AJ '
/1
BY:/ (X
,/
ITEM
NO. 0' Appoint Boundary
/0' Commission
BY: :r;>~._ '" C'~hr~""
The City Council is requested to appoint the members to the
Boundary Commission.
1 - a Council Member
2 - Staff (David Almgren has volunteered)
3, 4 & 5 - Members with knowledge of survey and/or knowledge in
real property.
The following residents have volunteered in response to an ad in
the paper:
:J
David Chad
Larry Dalien
George Kerr
David Szyplinski
Resumes attached.
--)
MOTION BY
TO
COUNCIL ACTION
SECOND BY
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J ~ 1 1990 /L
-----.,-.... -..-;.
CITY OF ANDOVER
-
Andover Cltv OffIces
Boundary Commission
Andover City Hall
1685 N.W. Crosstown Blvd.
Andover. Mn. 55304
Boundary CommIssIon:
I would lIke to apply for one of the three posItIons open
for the boundary commissIon for the Andover area. As noted
In my resume. I have extensIve knowledge and experience
InvolvIng property descriptIons and land maps. I have
worked on a survey crew. have read and plotted survey notes.
Interpreted land descriptions and have submitted Information
for various topographic and gradIng permIts. I would like
the opportunity to use my experience and education to help
out our cIty on the boundary commIssion. Thank you for your
consIderatIon.
Sincerely,
/!)~eU
David Chad
1470 138th Ave. NW
Andover. Mn. 55304
home phone - 757-5914
work phone - 330-6596
, .
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DavId Chad
GENERAL DRAFTING. EXT.6596
EDUCATION
1987-1990
Bachelo~ of A~ts. BusIness AdmInIst~atIon
Augsbu~g COllege. CompletIon -June. 1990.
1981-1982
Job ~elated cou~sewo~k: Management. Ma~ketIng.
MIc~o & Mac~o EconomIcs. Accounting. Business Law.
Business Finance. Quantitative Methods. Human
Resou~ce Management. Compute~s fo~ BusIness and
Economics. Ope~ations Management. O~ganizational
Psychology.
Unive~sity of Minnesota - Cou~ses taken:
-Calculus 1.11.111
-Chemist~y I. II
-Composition
Anoka-Ramsey Community College - Cou~ses taken
-Mac~oeconomics
-Compute~ Science(Fo~t~an)
1979-1980
:)
1968-1970 Duluth A~ea Institute of Technology _
Ce~tificate Technical D~afting and DeSign
1982-cu~~ent Semina~s. No~the~n States Powe~
Topics Include: "Joining the Management Team".
"IMS". "Positive DiscIpline". "InteractIon
Management". "Management Gems"(D~ucker).
"Wo~dpe~fect". "Lotus 1-2-3". "Reflex".
EXPERIENCE
DeDa~tmental SUDe~vision. T~aInina
"j
*Supe~vise and t~ain fIve d~afting specIalists and two
desIgne~s.
*Coo~dinate activities between substations. plants.
t~ansmission p~oJects. divisions. ERAD. bUildings and ~eal
estate depa~tments
*Inte~view new d~afting specialists
*Administe~ pe~fo~mance reviews and counsel employees
*Fo~cast yea~ly st~uctu~al steel ~equi~ements fo~ bidding
pu~poses and estimate yea~ly manpowe~ ~equi~ements fo~ all
civil/st~uctu~al p~oJects.
*Maintain ~eco~ds fo~ ~eal estate and all civII/st~uctu~al
p~oJects.
*Develop civil/st~uctu~al p~ocedu~es. standa~ds and
speCifications.
*Initiate cost ~eduction p~ocedu~es. develop new standa~ds.
coo~dinate and ~eco~d vende~ t~ansactions.
*Manage and implement new technology in the
civil/t~ansmIssIon a~ea usIng CAD and PC systems.
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DavId Chad Resume
page 2
Deslanlna and Construction
*Plan and revIew cIvIl/structural drawIngs for
substatIons, vaults, buIldIngs, plant and transmIssIon
projects
*ExpedIte and approve requIsItIons for reInforcIng and
structural steel for In-house and vender desIgned
InstallatIons
*DIrect and coordInate schedule dates wIth engIneerIng and
constructIon
*CommunIcate requIrements and resolve problems wIth venders
and constructIon department
*Analyze and evaluate foundatIon and constructIon costs for
proJects
*Input permIt InformatIon & requIrements for cIvII/
structural projects
*Update land Index maps IncludIng all sales, purchases,
encroachments, and leases.
)
WORK HISTORY
1990-present SupervIsor-Subst./Trans., NSP Company
1984-1990 Lead DesIgner, NSP Company
1982-1983 DesIgner, NSP Company
1970-1981 DraftIng SpecIalIst C through A, NSP Company
1969-1970 Rodman, Survey Crew, Reserve MInIng Company
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September 10, 1990
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CITY or A!\!OOVE,,?
City of Andover
Andover City Hall
1685 Crosstown Blvd.
Andover, MN 55304
Dear City Council Members;
I am very interested in serving on the Boundary Commission.
Enclosed is a resume of my qualifications. I believe that my
extensive experience analyzing and writing property descriptions
are just what you are looking for. I also have extensive experi-
ence working with the public in my current position as Assistant
Anoka County Treasurer.
I understand that this commission is the first of its kind in
Minnesota and I find the prospect of working on a project such as
this very exciting and challenging.
I am looking forward to hearing from you. Please feel free to
contact me if you have any questions.
Jleref.1L.
L~'ry,.L\J1;{~ 1 i en
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
ADVISORY COMMISSION APPLICATION
Name: La.(~J
Address:
~If
I :Jd,O Q-T- ))" 1
Home Phone: _~;) ~n7/0
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1:3 44,\
L{ ~ 1-- 1I7C{) ~x Ur;r
Work Phone:
Commission Preference:
Planning & Zoning
Park & Recreation
Economic Development
Charter Commission
Public Safety Committee
Cable Comm.
Equestrian Council____
Please state your reasons
JjOuucay\ {OI'rtI\\;.sS/Or'\ X
for requ~sting to be on the advisory
commission checked above:
Describe your education/experience which
on this commission:
$oe
fc.<t( C IY1 C
Describe your professional, C1V1C or community activities which
may be relevant to this commission:
Dated, Q/u!10
I >, E I'f.''" ,.--; .':-1- f'~" r: .~-"1---~ ~
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(1 ~, ;) ~;J 1 1 1990 1 U
,,-
CITY OF ANDOVER
,-J
Synopsis of Resume of:
LARRY W. DALIEN
13443 Marigold St. NW.
Andover, MN 55304
Work Phone: 421-4760
Home Phone: 422-0710
1983-Present
EMPLOYMENT HISTORY
ASSISTANT COUNTY TREASURER
Anoka County Treasurer's Office
1980-1983
SUPERVISOR OF PROPERTY DESCRIPTIONS AND
SPECIAL ASSESSMENTSS
Anoka County Auditor's Office
1974-1980
HIGHWAY TECHNICIAN INTERMEDIATE. RIGHT
OF WAY
MN Department of Transportation, Willmar
District
1973
SURVEY CREW PARTY CHIEF
H K Fergusson Construction Co Cleveland,
Ohio
1972
SURVEY CREW MEMBER
Johnson Bros Construction Co.
Litchfield, MN
)
1969-1972
DRAITSMAN
City of Minneapolis
EDUCATION
80 Credits from Willmar Community College, Rochester Community
College and Anoka Ramsey.
One year of Drafting at Willmar Area Vocational Technical Insti-
tute.
PERSONAL INFORMATION
Born:
April 19, 1949 in Willmar, MN
Married:
Wife, Linnae, 2 children
Residence:
Resident of Andover since July, 1986
<FOR AMPLIFICATION PLEASE REFER TO THE FOLLOWING)
,
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2
Amplified Resume
bAlm~ W: ~AMEN
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EMPLOYMENT HISTORY
1983-Present
ANOKA COUNTY TREASURER
As Assistant County Treasurer directing a staff of nine
with responsibility for collecting and distributing
$150,000,000 in real estate taxes annually.
Results:
Assisted in the implementation of a new online computer
system. This included designing, testing and training
personnel in the operation of the system.
1980-1983
ANOKA COUNTY AUDITOR
As Supervisor of Property Descriptions and Special
Assessments directing a staff of five with complete
responsibility for the property descriptions of 80,000
tax parcels. Also responsible for the proper spreading
of special assessments to the correct tax parcels.
,)
Results:
Assisted in the implementation of a new on line comput-
er software system. This included testing, training
personnel in the operation of the system and assisting
in the designing of modifications to the system.
Implemented many procedural changes to better utilize
the capabilities of the new system. Assisted in the
conversion of an antiquated account nUmbering system to
a new graphically oriented system based on the U.S.
Government Survey.
Reason for change:
To improve status.
1974-1980
MN DEPARTMENT OF TRANSPORTATION
As a highway technician with the land acquisition unit,
drafting right of way maps. analyzing property descrip-
tions and assisting with different phases of the High-
way Beautification Program.
Results:
Assisted with the planning of the right of way needs
for sever'dl major highway construction projects.
Maintained an inventory of advertising devices along
1,500 miles of highway. Acquired most of the non con-
forming privately owned advertising devices through
direct purchase.
)
Reason for change:
Position was abolished because of cutbacks.
3
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)
1973-1974
H K FERGUSSON CONSTRUCTION CO.
As a party chief of a survey crew involved in the
construction of a 50 million dollar sugar beet process-
ing plant.
Results:
Established the necessary vertical and horizontal
control required for the construction of the plant.
directed all of the staking for the earthwork. Aligned
all of the steel and foundations for the plant.
Reason for leaving:
M~n~gement policies not conducive to advancement.
1972-1973
JOHNSON BROS. CONSTRUCTION CO.
As an instrument man on a survey crew involved in the
staking for the earthwork required for the construction
of the NSP power plant at Becker, MN.
Reason for change:
Position eliminated at the end of the project.
)
1969-1972
CITY OF MINNEAPOLIS PUBLIC WORKS DEPT. (PLANNING AND DESIGN)
As a draftsperson drafting plans for street reconstruc-
tion and as a rodman and instrument person on a survey
crew involved in the preliminary survey work necessary
to deSign the new streets.
Reason for change:
To improve status.
IUlFEREfWJiJ9
Donald C. Bailey
Anoka County Treasurer
325 East Main St.
Anoka, MN 55303
421-4760
Ted Omdahl
Anoka County Recorder
325 East Main St.
Anoka, MN 55303
421-4760
Ed Treska
Deputy County Administrator
325 East Main St.
Anoka, MN 55303
421-4760
Clifford Bolter
MN DOT Right of Way Engineer
(Retired)
Spicer, MN
796-2381
\
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George E. Kerr
4644 161st Lane Northwest
Andover, MN 55304
(612) 421-6095
CAREER OBJECTIVE
Obtaining a Position with Andover City Hall serving on
the Newly Formed Boundary Commission.
QUALIFIED BY
Proven record in Real Estate for over 20 years in the
Coon Rapids, Anoka, and Andover area. Served on the
board of Anoka County Board of Realtors and is presently
a member of the Ethics and Arbitration Committee.
Familiar with Abstract and Torrens Properties, Plot
Plans, and Surveys. Dealt with solving various
Real Estate problems and with the general public.
WORK EXPERIENCE Counselor Realty, Inc.
Anoka, MN
February 1976 - Present
Assistant Vice President
Corporate Secretary
Real Estate Sales Person
Licensed Real Estate Appraiser
Eberhardt Company Realtors
Coon Rapids
1970 - 1976
Vice President
Manager - Over seen Office Personnel
Sales Associate
EDUCATION License Renewal Courses given by Board of Realtors,
FHA, and VA.
GRI - Greater Real Estate Institute
1
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DAVID L. SZYPLlNSKI
3945 169TH LANE N.W. ANDOVER, MINNESOTA 55304
TELEPHONE : 753-4446
,-~j
SUMMARY OF QUALIFICATIONS
I Have built a successful career in business management, building construction,
marketing and communications. I have planned, developed and implemented business
operating polices: directed activities concerned with promotion, budget preparation,
record keeping, labor relations and cost management.
EMPLOYMENT HISTORY
Honeywell. New Brighton, Minnesota
Assemble
Castlebrook Construction. Inc.. Minnesota
Responsible for accurate bidding of business transactions,
suppling of labor and materials in compliance with local codes
and regulations. Compile and maintain records of business
transactions, accounts, contracts and company accounts.
Cheep Skate if Minnesota. Inc.. Coon Rapids. Minnesota.
-)
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Assistant Manager -- Played an active role in formulating and
implementing organizational plans and operating policies.
Ensured observance of regulations and practices essential to
running the operation efficiently, safely and profitably. Responsible
for accurate ordering of inventory, supplies, merchandise and for
identifying financial variances, discrepancies or exceptions.
Compiled and maintained financial reports and managed monies.
Audited contracts, orders and vouchers. Directed elements of
personnel function, i.e., recruiting, hiring, training, supervision
and team building. Prepared work schedules and assigned duties.
Presented orientation and training sessions, conducted employee
performance appraisals and wage reviews.
EDUCA TION
1989 Estimating- Anoka Technical College
1989 Machine Shop I - Anoka Technical College
1988 Supervision / Honeywell ( Stinson )
Omega Seminar- Guide to Effective Living
Coon Rapids Senior High School, Coon Rapids, Minnesota.
GROUPS AND ORGANIZATIONS
Knights of Columbus
Church of the Epiphany
Independent Republican
Fourth Degree member
Building Committee
District 50 delegate
City of Andover
Church of the Epiphany
Arrowood
Park Commissioner
Parish Council
St. Louis Park
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
October 2, 1990
AGENDA SECTION
NO. Staff, Committee, Comm.
ORIGINATING DEPARTMENT
Administration
FOR
ITEM
I~: Fire Department/Dillon
BY: James E. Schrantz
As of Friday, September 28, 1990 we still have not received
information from Bob Dillon for this item.
,---..
\..--.-/
COUNCIL ACTION
,- --..
MOTION BY
SECOND BY
'-../ TO
".]
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO.
DATE
ORIGINATING DEPARTMENT
ITEM
NO. ,^
;lv.
Contract
Pressure
Purchase
Engineering
BY:
The City Council is requested to approve Change Order #3 for
controls for Water Towers #1 & #2 and the pressure valve.
Background
- Originally, we designed a two pressure system. Shop drawings
were drawn and reviewed through the prime contractor - PDM, the
tower contractor.
,- .,
- We revised the original design to a single pressure system by
Change Order #1.
- After review and consideration of pressure alternative~ and
consideration of Wells #1 and #2 being high in radium we
recommend that we go back to the two pressure level system.
The Change Order #1 gave credit for equipment deleted as well
as additional engineering and production costs for the single
pressure level design.
Change Order #3 presented for your consideration takes into
account the negotiation with the supplier for additional
engineering and production costs; the equipment originally
deleted and the telemetering for the pressure control valve
which was not part of the original contract.
'......-'
We considered the following alternatives:
1. Purchase equipment by P.O. directly from the controls
contractor - Healy-Ruff.
continued
COUNCIL ACTION
"
MOTION BY
SECOND BY
'-J TO
)
Page Two
October 2, 1990
We discarded this alternative because we wouldn't have the
warranty that is provided under the contract.
2. Delete the telemetering from the bid and re-bid. We
discarded this alternative because the contractor would
require compensation for preparation of shop drawings and
equipment already ordered.
We didn't expect that we would be given full credit for
equipment deleted.
3. The Change Order as prepared is the recommended alternative
since it utilizes all costs incurred to date by the
contractor and his suppliers; protects the City with a one
year warranty following acceptance of the project.
The estimated net cost to the City for the change in systems
included under the original contract is $5000 to $6000 which
includes engineering, manufacturing and process costs.
TKDA has negotiated the profit margin, normally 15%, for
subcontractors and material suppliers down to a 5% profit margin.
~
/ John Davidson will be at the meeting to discuss this item.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
Engineering
v
AGENDA SECTION
NO.
ITEM
NO. 21. Purchase Order for
Pressure Contr
The City Council is requested to approve the purchase of a control
equipment module radio, antenna, DC power supply, stainless steel
enclosure, etc. and the installation costs for the pressure
control valve.
This is part of the pressure control valve package. Rice Lake
Contracting is constructing the vault and mechanical equipment and
internal electronic equipment.
The Purchase Order will tie the equipment to the contract so there
is a warranty.
,~
Enclosure: TKDA Letter & Prices
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COUNCIL ACTION
,.]
MOTION BY
TO
SECOND BY
, "
'xKDA
TOLTZ, KING, DUVALL. ANDERSON
AND ASSOCIATES, INCORPORATED
ENGINEERS ARCHITECTS PLANNERS
September 18, 1990
2~00 AMERICAN NATIONAL BANK BUILDING
SAINT PAUl., MINNESOTA 55101,1..3
812/202-4400
FAX . 12J202,OOB3
R~lE:l~~iD
,,-
Mr. James Schrantz
City Administrator
1685 Crosstown Boulevard NW
Andover, Mitmesota 55304
Re:
Construction of a Control Valve Vault
Andover, Minnesota
Commission No. 9368-04
CITY OF ANDOVER
Dear Mr. Schrantz:
TIle referenced project consists of the installation of a control valve between the two elevilted
storage tanks which are on two pressure systems. The City's supervisory control system needs to
be modified to initiate the valve's operation based on the level in Tank No.1. Per our recent
meeting, it is proposed that the modifications to the City's supervisory control system be
accomplished by the issuance of a purchase order to DA VCO (Healy-Ruff representative).
:,)
Attached herewith is a description of the work required entitled "Additional Control System
Work for Control Valve and Valve Vault, Andover, Minnesota" and DA VCO's August 23, 1990
quote of $3,800 to accomplish the work.
It is reconunended that the City of Andover issue a purchase order to DA VCO to accomplish this
work.
TIlis purchase order together with Change Order No.3 for the new elevated tank project will
complete the control system work.
Sincerely yours,
O~-L!~
David L. Moore, P.E.
DLM:j
cc: Tom Kirk
John Davidson
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QUOTA TION
TKDA Engineering
2500 American National Bank Building
St. Paul, MN 55101
August 23, 1990
AtteQtion: Mr. Dave Moore, P.E.
RE: Andover, MN Water System Controls
Commission #9368
Dear Mr. Moore:
Per your letter of July
conversations, we are pleased
the remote panel in the valve
18, 1990 and our
to offer the following
pit:
many phone
quote for
1 (One)
Nema 4 Stainless Steel Enclosure
AC Line Protection Unit
Circuit Breaker
Digitronix RTU
Interface Relay
D.C. Power Supply
Radio
Antenna
Coaxial
',---
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Cable and Connectors :5 tl/~
TOTAL NET COST..........$
,
1 (One)
Valve Control Module for Installation
in the existing master unit
TOTAL NET COST..........$
t"'O
2.50 -
1 (One)
Lot Field Service
TOTAL NET COST..........$
,1<1
'129'-
NOTES:
1) Prices are F.O.B. factory; freight is allowed.
2) Installation, external wiring or conduit is not included.
3) Assistance in obtaining the FCC license required for system
implementation is included.
4) A line of site is assumed between locations. Antenna
mounting masts or any towers required are not included.
Drawings for Approval: 4-6 Week..
Shipment after Approval: 6-8 Week~
. > Factory, Full Freight Allowed
-, '" ms: Net 30 Days '
Sales or Use Tax Not Included
70 WEST COlINTY ROAn r. - SUITE 704
.
ST PAlll.. MINNI=~nTA <;<;117
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
ITEM;.(.
NO. Approve Easement/Houle
~ " 88-9 Tuli S
BY:
AGENDA SECTION
NO.
Engineering
The City Council is requested to approve the payment of $1,000.00
to Mr. and Mrs. Paul Houle for the easement for storm sewer along
the north boundary of their property.
We have issued a check for $500.00 for the purchase of an
easement for storm drainage ponding along the back of the
property.
Jim Elling talked to Mr. Houle as the Council suggested and they
have agreed on the price of $1,000.00 with the easement being
prepared as two documents. One for the pipe along the north
property line and the other for the ponding.
" --..
Previous council items:
\-J
8/1/89 Approving purchase of pond from Mucciacciaro and Houle
(Houle $500.00 for easement and $100.00 shrub that was removed.
12/5/89 Change order for pond work.
MOTION BY
/ "-
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COUNCIL ACTION
SECOND BY
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ELEVAT"ION APr/lO~
CITY OF ANDOVER
\..../
REQUEST FOR COUNCIL ACTION
AGENDA SECTION
NO. Non-Discussion Items
ORIGINATING DEPARTMENT
Planning
DATE October 2. 1990
APPROVED FOR
AGENDA ~
BY, <2lr
/
z
ITEM Temporary Mobile Horne
NO. Permit/Glenwood Bridge
23. Co
BY: David Carlberq
The City Council is requested to approve the temporary permit
for a mobile home at the intersection of Crosstown Boulevard
and Andover Boulevard. The purpose of this is so that a
security guard can watch the project.
,---,
, --..J
COUNCIL ACTION
MOTION BY
"-
'.j TO
SECOND BY
LAW OFFICES OF
10 c;C
10/?-(90
Burke and Jlawkins
JOHN M BURKE
WILLIAM G HAWKINS
SUITE 101
299 COON RAPIDS BOULEVARD
COON RAPIDS. MINNESOTA 55433
PHONE (612) 784.2998
September 14, 1990
t'~.
L#I '}1 ~
1~7'/) 'tl"
v..B' 'r "
, .~.~~ rc?~
~/;?
Ms. Karla R. Wahl
Attorney at Law
222 South 9th Street, #1950
Minneapolis, MN 55402
Re: City of Andover - Bruce B. Hay
Dear Ms. Wahl:
The Andover City Council discussed the
the Hay property on September 4, 1990.
the following proposal:
1. The City will make its best efforts to attempt to convince
the Metropolitan Council to reverse their position to not
allow Mr. Bay's property to be included in the Coon Rapids
MUSA area. The City would begin good faith negotiations
with the Metropolitan Council upon the completion of a
signed Settlement Agreement. The City, however, will not
agree at this time to adopt ordinances which affect the
remainder of the City and would require a density of four
residents per forty acres. Furthermore, the City would
not agree to exchange any property within the MUSA area to
allow Mr. Bay's property to be brought in. As we
indicated in our meeting, we do not believe there is any
property in the City that could be exchanged.
possible development of
The City would agree to
2. That in the event the Metropolitan Council does allow the
City to include the Bay property in the Coon Rapids
interceptor area and the City makes sanitary sewer and
water available to the property, Mr. Hay would agree to
the termination of h is special use permi t which would
allow him the construction of the manufactured home park.
3. The City would ag ree to rezone the Bay parcel to an R-4
residential distr ict. Mr. Bay could apply for a special
use permit for a planned unit development on this
property, however, all development on the property must
meet the City's existing zoning subdivision and other
regulatory requirements pertaining to development in this
distr ict.
Ms. Karla R. Wahl
September 14, 1990
Page 2
4. That prior to the City taking any action to reverse the
Metropolitan Council's decision, a sketch plan of a
proposed potential development would be submitted to the
Ci ty Council for their review and comment. The City has
special concern regarding the road access to the parcel.
The size of the development would seem to indicate that
more than one road access is necessary and concern was
expressed that a southerly road access be considered as a
part of the development. This would likely entail
crossing property owned by Rosella Sonsteby to provide
access to Bunker Lake Boulevard.
5. Finally, any actions by the Ci ty or Mr. Hay in pur suing
the steps discussed herein could not be used against
either party if the agreement fails. These would be
strictly settlement discussions.
Should the City fail to extend sewer and water to Mr. Hay's
property, deny a rezoning of the property, approve the special
use permit for a planned unit development, or the Metropolitan
Council fail to reverse its position, neither of the parties
will have any further obligation concerning the Settlement
Agreement and it would become null and void.
Please provide me with your response concerning this matter.
Sincerely,
William G. Hawkins
WGH:mk
cc: Mr. James E. Schrantz
Of/dill'"
PCl c.I<z:r
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
October 2, 1990
AGENDA SECTION
NO.
DATE
ORIGINATING DEPARTMENT
Finance
APPROVED FOR
AGENDA
ITEM au
NO. ,.
Kirby Estates
Escrow Refunds
BY:
Howard D. Koolick
Finance Director
BY:
REQUEST
The Andover City Council is requested to approve releasing the
plat and project escrows for Kirby Estates (Project #89-15).
BACKGROUND
Kay Olson contacted me this afternoon and has presented a letter
requesting the escrows be returned. The plat escrow is cash,
while the project escrow is a certificate of deposit.
The special assessments on all lots have been paid.
The City still holds a $4,000 grading escrow which will need to be
looked at before being released.
Should City Council decide to add this item and approve it this
evening, the schedule of bills will need to be amended to include
the plat escrow
/
/
MOTION BY
TO
COUNCIL ACTION
SECOND BY
October 2, 1990
City of Andover
1685 NW Crosstown Blvd.
Andover, MN 55303
Attn: Howard Koolick
Re: Escrow for Kirby Estates
Dear Mr. Koolick:
The Kirby Estates development project is now complete, and all the
assessments have been paid in full. Please release the following
escrows that the City of Andover is holding; the grading escrow,
the assessment escrow, and the plat escrow.
Your prompt attention to the release of these escrows will be very
much appreciated. Please feel free to call, if you should have any
questions.
Sincerely,
\~~ O~
Wayne and Kay Olson
KIRBY ESTATES DEVELOPMENT
~~~
;
I
/
Calculation of Interest
Kirby Estates Plat
jt of Interest Escrow
Event Date Amount Days Earned Balance
------------- ---------- --------- ------ ---------- ----------
TKDA Paid 6/6/89 $77.66 -$77 . 66
Escrow Paid 6/27/89 $500.00 21 -$0.22 $422.12
TKDA Paid 8/15/89 $47.60 52 $3.01 $377.52
Escrow Paid 8/31/89 $978.00 16 $0.83 $1,356.35
Attorney Paid 10/17/89 $151.20 17 $3.16 $1,208.31
Signs Paid 11/7/89 $404.13 21 $3.48 $807.66
Attorney Paid 11/21/89 $157.50 14 $1.55 $651. 70
Attorney Paid 12/19/89 $231.50 28 $2.50 $422.70
Appraiser Paid 12/31/89 $200.00 12 $0.69 $223.40
Attorney Paid 2/20/90 $78.53 51 $1.56 $146.43
Escrow Refund 10/2/90 224 $4.49 $150.92
------------
$21. 04
/
/
On811ctt f1c1G..+
CERTIF1990
CITY OF ANDOVER
LIST OF DELINQUENT WATER AND
SEWER USER CHARGES TO BE
TO COUNTY AUDITOR
02-0CT-1990
07:58:06 PM
PIN # SERVICE ADDRESS AMOUNT
---------------- -------------------------- ----------
23-32-24-33-0065 15065 CRANE STREET NW $652.43
26-32-24-22-0027 14831 EAGLE STREET NW $221. 01
26-32-24-22-0046 1526 - 148TH AVENUE NW $324.94
27-32-24-31-0008 14351 CROSSTOWN BOULEVARD NW $167.16
27-32-24-31-0021 14404 OSAGE STREET NW $193.33
27-32-24-33-0057 14283 RAVEN STREET NW $367.71
27-32-24-33-0058 14287 RAVEN STREET NW $304.40
27-32-24-33-0072 2196 - 141ST LANE NW $218.16
28-32-24-34-0035 2938 - 142ND AVENUE NW $135.30
28-32-24-34-0036 2926 - 142ND AVENUE NW $67.65
28-32-24-34-0055 2867 - 141ST AVENUE NW $81.15
28-32-24-34-0056 2909 - 141ST AVENUE NW $52.80
28-32-24-34-0070 2938 - 141ST LANE NW $132.75
29-32-24-13-0004 14516 ROUND LAKE BOULEVARD NW $279.71
29-32-24-14-0026 14605 JONQUIL STREET NW $114.23
29-32-24-31-0003 14329 UNDERCLIFT STREET NW $96.75
29-32-24-31-0036 14329 WOODBINE STREET NW $79.20
29-32-24-31-0050 14299 VINTAGE STREET NW $107.25
29-32-24-31-0053 14279 VINTAGE STREET NW $137.85
29-32-24-31-0079 14349 XENIA STREET NW $107.25
29-32-24-34-0031 14239 VINTAGE STREET NW $162.85
29-32-24-41-0008 14411 KERRY STREET NW $349.24
29-32-24-41-0012 14470 KERRY STREET NW $146.92
29-32-24-41-0033 14367 JONQUIL STREET NW $264.60
29-32-24-41-0038 14433 JONQUIL STREET NW $451. 87
29-32-24-42-0053 3571 - 144TH AVENUE NW $251.78
29-32-24-43-0020 3458 - 142ND AVENUE NW $107.25
29-32-24-43-0025 3437 - 141ST LANE NW $107.25
29-32-24-43-0031 3533 - 141ST LANE NW $107.25
29-32-24-43-0032 3543 - 141ST LANE NW $132.75
29-32-24-43-0043 3452 - 141ST LANE NW $67.65
32-32-24-12-0003 3545 - 140TH LANE NW $209.84
32-32-24-12-0035 3479 - 139TH AVENUE NW $209.42
32-32-24-12-0055 14001 SILVEROD STREET NW $375.74
32-32-24-12-0066 13983 QUAY STREET NW $341.66
32-32-24-13-0023 13853 SILVEROD COURT NW $129.40
32-32-24-13-0028 13872 ROSE STREET NW $275.76
32-32-24-13-0052 13821 QUAY STREET NW $330.42
32-32-24-21-0014 14018 UNDERCLIFT STREET NW $248.65
32-32-24-21-0080 3783 - 140TH AVENUE NW $558.05
32-32-24-22-0011 3831 - 140TH AVENUE NW $301.58
32-32-24-22-0060 13988 AZTEC STREET NW $115.69
32-32-24-22-0063 13954 AZTEC STREET NW $140.46
32-32-24-22-0073 13973 AZTEC STREET NW $325.54
32-32-24-24-0006 13845 UNDERCLIFT STREET NW $238.31
32-32-24-24-0011 13758 ROUND LAKE BOULEVARD NW $79.20
32-32-24-41-0009 13574 ORCHID STREET NW $296.86
32-32-24-41-0037 13545 NARCISSUS STREET NW $347.87
32-32-24-42-0020
32-32-24-42-0032
32-32-24-42-0056
32-32-24-42-0058
32-32-24-43-0012
32-32-24-43-0024
32-32-24-43-0082
32-32-24-44-0025
32-32-24-43-0086
33-32-24-11-0019
33-32-24-13-0024
33-32-24-14-0010
33-32-24-14-0022
33-32-24-31-0027
33-32-24-31-0047
33-32-24-32-0024
33-32-24-32-0044
33-32-24-33-0030
33-32-24-34-0018
33-32-24-34-0048
33-32-24-34-0058
33-32-24-34-0060
33-32-24-41-0041
33-32-24-42-0016
33-32-24-42-0025
33-32-24-42-0029
33-32-24-43-0010
33-32-24-44-0004
33-32-24-44-0023
33-32-24-44-0024
33-32-24-44-0029
34-32-24-21-0043
34-32-24-21-0046
34-32-24-21-0060
34-32-24-21-0064
34-32-24-22-0025
34-32-24-22-0032
34-32-24-22-0043
34-32-24-22-0061
34-32-24-23-0023
34-32-24-24-0007
34-32-24-24-0029
34-32-24-24-0072
34-32-24-24-0074
35-32-24-23-0042
35-32-24-24-0050
3501 - 135TH LANE NW
3521 - 136TH AVENUE NW
3432 - 135TH LANE NW
3512 - 135TH LANE NW
3422 - 135TH AVENUE NW
13427 ROUND LAKE BOULEVARD NW
13310 POPPY STREET NW
13431 NARCISSUS STREET NW
3559 - 134TH AVENUE NW
14013 YUKON STREET NW
13818 CROSSTOWN DRIVE NW
2503-05 138TH AVENUE NW
2526 - 138TH AVENUE NW
13625 GLADIOLA STREET NW
2825 - 135TH CIRCLE NW
13548 HEATHER STREET NW
3024 BUNKER LAKE BOULEVARD
13429 JONQUIL STREET NW
13418 CROOKED LAKE BOULEVARD
13319 EIDELWEISS STREET NW
2844 - 135TH AVENUE NW
2828 - 135TH AVENUE NW
2435 - 136TH LANE NW
2605 - 136TH AVENUE NW
13693 HIDDEN CREEK DRIVE
13654 HIDDEN CREEK DRIVE
2657 - 134TH AVENUE NW
2475 - 135TH AVENUE NW
13449 WREN STREET NW
13438 WREN STREET NW
2503 - 134TH AVENUE NW
13910 NIGHTINGALE STREET NW
2044 - 139TH LANE NW
14001 NIGHTINGALE STREET NW
13929 NIGHTINGALE STREET NW
14031 CROSSTOWN BOULEVARD
2232 - 139TH AVENUE NW
14056 RAVEN STREET NW
14005 RAVEN STREET NW
13763 RAVEN STREET NW
13819 QUINN STREET NW
13818 QUINN STREET NW
2122 - 137TH LANE NW
2194 - 137TH LANE NW
1424 - 138TH AVENUE NW
13834 WINTERGREEN STREET NW
TOTAL
$132.75
$132.75
$72.75
$62.75
$135.30
$169.75
$204.98
$236.75
$267.68
$81.15
$81.15
$162.30
$324.60
$52.80
$72.15
$81.15
$54.15
$81.15
$72.86
$52.80
$81.15
$82.50
$105.02
$478.97
$320.89
$419.46
$52.80
$88.59
$370.28
$94.60
$163.84
$67.65
$51. 32
$81.15
$81.15
$82.50
$81.15
$81.15
$52.80
$147.07
$67.65
$51. 80
$94.60
$169.88
$276.24
$461.23
$17,152.05
CITY OF ANDOVER
'. /
REQUEST FOR COUNCIL ACTION
October 2, 1990
DATE
ORIGINATING DEPARTMENT
Planning ~
David L. Carlberg
By:Ci ty Planner
AGENDA SECTION
NO. Discussion Items
APPRO~I~D\ FOR
AGENI'\ \
, Ll\
BY: \J-'
ITEM M. R. Olson
NO. Lot Purchase
I
The Andover City Council is asked to consider the proposal to
purchase the M.R. Olson property located south of Bunker Lake
Boulevard.
, /
staff has been informed that during the auction held on September
20, 1990 the amount of $350,000 was the asking price set by Mr.
Olson. No bidding occurred on that figure causing the asking
price to be lowered to $275,000. The amount of $180,000 was bid
at that time and was the only bid received on the property. The
bidder and Alliance Auction & Realty Services are currently
negotiating a price between $180,000 and $275,000.
Staff was also informed that if the City wishes to purchase the
M.R. Olson property, the amount of $260,000 would put the City in
the running and $275,000 would secure the property for the City.
Staff recommends the City purchase the property based on the need
to control future development in the area and to assure such uses
are consistent with the City's intent for the area.
Staff requests direction from the Council on whether the City
wishes to pursue the acquisition of the M.R. Olson property.
COUNCIL ACTION
MOTION BY
, TO
j
SECOND BY
.
-
/u, (!. C, /(j-(J.;;--C/o
METROPOLITAN AND COMMUNITY
DEVELOPMENT COMMllTEE
AGENDA
October 4, 1990
2:00 P.M.
Chambers
I. Approval of Agenda and Minutes of Sept. 13 and Sept. 20, 1990
_ Action
2. Meadow View Pointe, East Bethel, Referral File 15220-1, District 9
_ Action
Audrey Dougherty
3. City of St. Louis Park Comprehensive Plan Amendment, 1990 Comprehensive Plan
Update, Referral File 15098-2,
District 11
_ Action
Steven Sch~IUke
4. Joint Meeting with the Land Use Advisory Committee on Rural Area Policy
Recommendations (3-5 p.m.)
_ Action
Gerald Stelzel, LUAC Chair
Carl Ohm, Anne Hurlburt
/
Gertrude Ulrich, Chair
Mears Park Centre, 230 East Fifth Street, St Paul, MN 55101 (612) 291-6359 TDD 291.0904
Mears Park Centre, 230 E. Fifth Street
St Paul, Minnesota 55101 Tel. 612-291-6359!IDD 291-0904
MINUTES OF THE lAND USE ADVISORY COMMITfEE
Rooms 1 B&C
September 19, 1990
3:00 PM
Committee Members Present: Gerald Stelzel, Neil Weber, Michael Hoffman, Patricia Miller, Frank
Simon, Adrian Rygg, Steven Bubul, Bryan McGinnis, Jim Filippi.
Committee Members Absent: Linda Thorsvik, Edwina Garcia, Bill Casey, Judy Grant, Mary Hauser,
Council liaison.
Council Staff Present: Carl Ohm, Anne Hurlburt, Bob Overby, Paul Baltzersen, Tori Flood.
Others Present: d'Arcy Bosell, Zoning Administrator, City of Andover, Doug Wise, MN Department
of Agriculture.
Chair Stelzel called the meeting to order at 3:15 pm. The September 26 meeting agenda and minutes
of September 19 were moved, seconded and approved.
DENSITY ALTERNATIVE RECOMMENDATIONS
Carl Ohm presented a report that provides recommendations of the Land Use Advisory Committee
to the Metropolitan and Community Development Committee (MCDC) concerning rural area
policies. Ohm explained each of seven draft recommendations relating to: preservation of agriculture,
land use, lot size and on-site sewage disposal system performance standards, transition area, density,
clustering with options A and B, and inconsistent communities.
The committee agreed that item 1, preservation of agriculture, was adequate. Item 2 was questioned
as to one land use, group living homes with shared cooking facilities (page 5, Land Uses in the Rural
Area, June 13, 1990). The question was whether group living homes are allowed in the rural area
under state regulation and licensing procedures. The committee agreed that an amendment be made
to add as a preamble that all land uses are "subject to local approvals and state licensing
requirements".
The committee discussed item 3, and suggested adding to the recommendation that the Council
require the biennial testing of private wells, a statement that identifies what to test for, or how many
homes within the city/town should be tested! The committee agreed that the amended statement
I
should read: 'The Council require local governments to develop and implement an adequate testing
program for the biennial testing of private wells in order to define and determine the location of
failing septic systems".
The committee recommended an additional point be made to item 3, that the Council review its
existing policies concerning community on-site sewage disposal systems and package treatment plants
1
in the rural area given the recommendations contained here and due to the improved technology
which is or may become available in the future.
The committee clarified item 4, transition areas, to emphasize that the city or town can set its own
transition area as needed. Also that there is a need to encourage and educate local officials to
support and use this planning method. Staff emphasized that the Council needs to determine if local
plans will cause regional problems.
The committee discussed item 6, clustering and options A and B. Some committee members thought
that option A was too restrictive and that option B was better, providing there is a density cap. This
option would allow local governments to have more flexible in development patterns. Other
committee members were concerned that option B would allow for large clusters of development on
one site, thus encouraging urban density development in rural area. Other committee members
favored option A, providing that it would not allow contiguous clustering on 640 acre parcels.
Committee member Simon moved to approve option A, with the addition, "Clustering should be
permitted and calculated on a 160 acre basis', and to delete the second sentence, "Given the 1/10
density, and no minimum lot size, the allowable 64 units could be clustered on a relatively small
parcel of land within the section and the remaining land preserved". Committee member Bubul said
that the option should include, "this option should not penalize townships committed to agriculture
and that local governments will have the ability to transfer the development rights from one 640 acre
parcel in agriculture to another 640 acre parcel". Committee member Miller seconded the motion.
The committee voted 5 to 4 in opposition of this option.
Committee member McGinnis moved a motion to approve option A as originally written, with the
addition that "this should not penalize those communities that are protecting commercial agriculture
or wetland or certain regional parks or preserves". Committee member Hoffman seconded the
motion. The committee voted 7 to 2 in favor of the motion.
Committee member Filippi made a motion to adopt the report recommendations, with the noted
amendments to items 3 and 6.
Item 3 as modified and approved: 'The Council will require communities to develop
and implement an adequate well testing program which will detect problems with
failing on-site sewage treatment systems. Such programs should be consistent and
compatible with state requirements and standards". Also, "the Council should review
its existing policies concerning community on-site sewage disposal systems and
package treatment plants in the rural area given the recommendations contained here
and due to the improved technology which is or may become available in the future".
Item 6 as voted upon: "Clustering:/' The Council should change its clustering policy
to provide the maximum flexibility to communities to protect agriculture, preserve
natural areas and to meet the density standards. Areas of lakes, regional highways
and land already developed should be subtracted from the land area for calculating
allowable units. Land in the MUSA would not be party of this calculation. The
number of units that exist in the rural area would have to be subtracted from the
allowable units. The intent of the policy is to allow communities to adopt clustering
that is appropriate for their goals and characteristics, but the techniques must be
2
'-
consistent with their plans, zoning and subdivision ordinances.
Clustering should be permitted and calculated on a standard section (640 acres) basis.
Given the 1/10 density, and no minimum lot size, the allowable 64 units could be
clustered on a relatively small parcel of land within the section and the remaining land
preserved. This option would not prohibit clustering the allowable development from
two, three or four sections to occur in close proximity. This policy should not
penalize those communities that are protecting commercial agriculture or wetland or
certain regional parks or preserves."
Committee member Weber seconded the motion and the committee voted unanimously in favor of
the motion.
The meeting was adjourned at 5:40 pm. Committee members were urged to attend the joint
MCDC/LUAC meeting on Thursday, October 4, 1990 from 3:00 to 5:00 pm in the Council Chambers.
Respectfully submitted,
Tori Flood, Secretary
IACXVIII
September 21, 1990
/
3
MEfROPOLITAN COUNCIL
Meats' Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101
612 291-6359 TDD 612 291-0904
. ""'-
DATE: -september 27, 1990
TO: Metropolitan and Community Development Committee
FROM: Carl Ohm, Anne Hurlburt
SUBJECf: Land Use Advisory Committee Rural Area Policy Recommendations
The LUAC has been working on the issue of the Council's rural area policy since Nov. 1989. Based
on numerous staff papers and personal knowledge of both rural and urban issues, the committee
adopted the attached recommendations. The recommendations cover four broad topics that were
defined in phase I of the rural area analyses: land use, lot size, clustering and density. The
recommendations are being submitted to the MCDC with the intent they would be used to solicit
public comments on the need for and form of changes to the Council's rural policies. LUAC and
MCDC will hold a joint meeting on Oct. 4, 1990, from 3 to 5 p.m., to discuss these recommendations.
Staff has prepared the attached outline for a public hearing document that would be prepared by staff
and mailed to interested individuals, groups and units of government. The intent of the document
is to explain the issue under study, the reason for the evaluation, the process followed, a summary
of the material prepared and the recommended changes to the present policies. This document will
be prepared and submitted to the MCDC at its Oct. 18, 1990, meeting.
Staff has tentatively scheduled three public hearings as follows:
Nov. 14
Scott County Courthouse, 7 p.m.
Nov. 15
Bunker Hills Activity Center, Ham Lake, 7 p.m.
Nov. 8 or 15
at the MCDC meeting, 2 p.m.
RECOMMENDATION
That the Metropolitan and Community Development Committee:
1. Accept the report and thank the Land Use Advisory Committee for their efforts.
2. Direct staff to make final arrangements for the public hearings, as noted above.
/
kjp00616
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RECOMMENDATIONS OF TIIE LAND USE ADVISORY COMMll1t;~
TO TIIE COUNCIL'S METROPOLITAN AND COMMUNITY DEVELOPMENT COMMITI'EE
CONCERNING RURAL AREA POUCIES
At the Sept 26;- r~; meeting of the Land Use Advisory Committee, the following recommendations
were adopted to be transmitted to the MCDC for use to solicit public comments on the need for and
form of changes to the Council's rural policies.
1.
Preservation or Amiculture. The Council should continue its efforts to preserve land suitable
for agricultural activities. This support should be reflected in the MDIF and other appropriate
policy documents. The Council should re-examine the Agricultural Preserves legislation to
determine how it might be modified to be more effective in preserving all types of agricultural
land in the region consistent with regional policies.
Land Use. The Council should clarify and expand on the explanation of compatible land uses ~/;ede.,
in the rural area using the content of the attached memorandum (dated June 13,1990) which ~:;
was reviewed and modified given LUAC comments. The LUAC made it clear that the JI7 . .tf;d
recommended land uses are only intended to make clear Council rural policies and do not a:/f:~::a
require communities to adopt them. Any recommended land uses must meet licensing ~.
requirements.
2.
3.
Lot Size/On-Site Sewal!e Disoosal System Performance Standards. The Council should
maintain its present policy of not requiring a minimum lot size in the rural area if the affected
communities adopt a set of procedures and standards that ensure the proper design, location,
installation, maintenance and on-going monitoring of on-site sewage disposal systems.
Specifically, the following standards should be followed:
· All elements of MPCA 7080 rules should be followed by the community.
· All facets of the Council's standards governing the design, location, installation,
maintenance and monitoring of septic tank system include:
o Installation
o Permit record keeping
o Correction of problems
o Licensing
o Personnel to administer program
o Inspection
o Data collection
o Ordinance compliance
o Work records
/
· The Council require that all ~mmunities require an alternative drain field be sited at the
time of issuing a building permit that meets the soil and percolation tests of the primary
system.
· The Council require communities to develop and implement an adequate well testing
program which will detect problems with failing on-site sewage treatment systems. Such
programs should be consistent and compatIble with state requirements and standards.
...
. The Council require all communities to certify they have met these standards prior to
approving local plan amendments or approval of any FHA mortgage approvals.
. The~Criimcil should review its existing policies concerning community on-site sewage
disposaf Systems and package treatment plants in the rural area given the recom-
mendations contained here and due to the improved technology which is or may become
available in the future.
4. Transition Areas. The Council adopt policies to protect the regional interest in efficiently
expanding the MUSA into the rural area in a staged and planned manner and to help local
governments provide for this transition.
The Council policy should retlect LUAC recommendations that the most efficient way to
allow this transition to occur is for the local unit to limit development to a very low density.
The Council need not restrict communities from utilizing other tools, such as ghost platting,
to address the transition area. The Council should educate communities to the pros and cons
of the various techniques that might be used to provide for the transition to occur.
The Council may not need to map a specific transitional area or designate it as a "geographic"
policy area in the MDIF. The policy should provide guidelines for designation of such areas
by local government in their comprehensive plans.
S. Density. A density of no less than one unit per 10 acres should be maintained in all areas
outside the MUSA The Council should continue to encourage communities to plan and
zone land suitable for agriculture at one unit per 40 acres or lower density.
The Council should more closely monitor local governments to ensure they conform with the
density standard.
The Council should require amendments to local plans that are inconsistent with the Council's
density policies due to the potential impact to the regional transportation and waste water
systems.
6. Clusterinl!. The Council should change its clustering policy to provide the maximum
tleXJ.oility to communities to protect agriculture, preserve natural areas and to meet the
density standards. Areas of lakes, regional highways and land already developed should be
subtracted from the land area for calculating allowable units. Land in the MUSA would not
be part of this calculation. The number of units that exist in the rural area would have to be
subtracted from the allowable units. The intent of the policy is to allow communities to adopt
clustering, that is appropriate for their goals and characteristics, but, the techniques must be
consistent with their plans, zoning a~d subdivision ordinances.
/
Oustering should be permitted an~ calculated on a standard section (640 acres) basis. Given
the 1/10 density, and no minimum lot size, the allowable 64 units could be clustered on a
relatively small parcel of land within the section and the remaining land preserved. This
option would not prohibit clustering the allowable development from two, three or four
sections to occur in close proximity. This policy should not penalize those communities that
are protecting commercial agriculture or wetland or certain regional parks or preserves.
2
t'
...
7. Inconsistent Communities. The application of these changes could produce a policy position
which would result in some communities to find it impossible to meet the standards due to
their existing development pattern. The LUAC recommends that the Council address this
probleni.hy accepting there will be instances when an exception may be needed to a' set of
policies: that 'are good for the region as opposed to crafting a policy which fits all com-
munities, but not be good for the region.
'1p00616
Exceptions should be granted to communities that cannot meet the policy because of the
existing subdivision or development of land. The Council should determine the content of
the exception based on how well the community has:
1. Protected good agricultural land;
2 Implemented the on-site sewage disposal performance standards;
3. Adopted a comprehensive plan consistent with all Metropolitan Development Guide
Chapters, especially sewers, transportation, aviation and parks.
/
3
DRAFT
September 27, L~-'-
Outline of Public Meeting Document
Proposed MDIF General Rural Use Area
Policy Changes
I. Introduction
A What is the general rural use area, statement of current policy
B. Purpose for study, general statement of the issue
C. Land Use Advisory Committee involvement
1. Who are they, charge of the committee
2. Four areas issues examined
a. Appropriate Land Uses
b. Density (evaluation criteria)
c. Lot size & clustering options
d. Transition area development
D. Public involvement in policy evaluation; June public meeting
E. What next after public meetings (generally); Council will use public input to draft
proposed changes in the MDIF, MDIF will be amended, local govt's will amend
comprehensive plans, etc.
II. Background; legal and policy basis for general rural use area policies, current status
A Legal authority for developing policies
B. Five policy concerns
1. Urban service area policy must be accompanied by a rural policy that restricts
growth (urban sprawl)
2. Rural Uses and agriculture are legitimate and permanent land uses
3. Urban level development in the rural area results in demands for local
services and sometimes for metropolitan urban services
4. Urban development in the rural area will negatively impact the "rural
character" of a community and preservation of agricultural land
5. Urban development in the rural area can have adverse impacts on the quality
of the natural environment
C. Evolution of the council's policy over time, status of compliance
m. Issues for Rural Area Policies
A Appropriate Land Uses
1. Statement of issue, problem
2. Analysis
3. Recommendation!
B. Development Density
1. Statement of issueo2. Alternatives selected for evaluation
3. Criteria
a. Water Quality
(1) Groundwater/Septic Systems
(2) Surface water quality
,-
(3) Impacts on the Urban Sewer System
-, b. Impact on agriculture
. ~ -. --, c. Highways
d. Locating Large Scale Urban Uses
e. Transition Area Development
f. Transit
g. Human Services
h. Local Government Services
i. Housing Market Issues
j. Impact on School Districts
4. Interaction with performance standards
5. Recommendation
C. Lot Size/ Clustering
1. Statement of issue, problem
2 Analysis
3. Recommendation
D. Transition development issues
1. Statement of issue, problem
2. Analysis
3. Recommendation
N. Summary of Recommendations
A List of policy statements
B. Comparison with existing policy
/
Ms. d'Arcy Bosell
Zoning Administrator
City of Andover
1685 Crosstown Boulevard N.W.
Andover, MN 55304
U.S. Department of Houalng and UrtNln Devetopment
Minneapolis-51. Paul Office. Region V
220 Second Street South
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CITY OF ANDOVER
Dear Ms. Bosell:
The Metropolitan Council was created by the State Legislature to oversee
orderly growth and development, and thereby established guidelines for the
control of housing density in rural use areas. It is our belief that housing
developed in accordance with a comprehensive plan is good for the community as
well as for FHA. Therefore, this office has taken a position in support of the
Metropolitan Council's land use policy. This support is not a new position on
our part. Going back to 1987, applications submitted for subdivision approval
have been referred to the Metropolitan Council for comment and we have denied
subdivision approval on the basis of inconsistency with the 4 in 40 policy.
We and the Metropolitan Council have met with representatives of the
Builders Association, the Board of Realtors, and the Mortgage Bankers to discuss
our position on the 4 in 40 policy. As a result of this meeting the
representatives of the industry have submitted a written request for our
reconsideration. We are now in the process of reviewing this request with the
Hetropolitan Council, and upon completion of our review we expect that there will
be some revisions; however you must understand that our basic posture will
continue to be one of support for the Hetropolitan Council's rural use land
policy.
If there is any misunderstanding between your City and the Metropolitan
Council over what you consider a previously granted approval to develop an area
at a higher density than 4 in 40, you should contact the Metropolitan Council
directly in order to resolve the question. If the Metropolitan Council agrees
that a higher density was approved in a given area, and were to so inform us,
we would consider applications from such areas.
Very sincerely yours,
/
..
Thomas T.
Manager
RUDY BOSCHWITZ
. MINNESOTA
iinitfd ~tatf.s ~roatf
WASHINGTON. DC 20510-2302
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CITY OF ANDOVER
COMMITTEE ASSIGNMENTS:
AGRrCUL TURE
BUOGET
FOREIGN RELATIONS
SMALL BUSINESS
September 27, 1990
City of Andover
ATTENTION: d'Arcy Bosell
Zoning Administrator
1685 Crosstown Blvd. N.W.
Andover, Minnesota 55304
Dear Administrator:
Thanks for contacting me for assistance regarding the FHA
denial of loans on parcels of land which do not meet the density
policy of 1 unit for 10 acres/4 units for 40 acres. I am pleased
to help. I don't always succeed, but have a pretty good batting
average. /~
An inquiry is on its way tb the Un1ted States Department of
Housing and Urban Development. ! I expectlto hear something
definite soon and will be in touch with you again when I do.
j -
I J
Thanks for getting me invdlved. /
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Sir#::erE!ly,
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NOTICE FOR BIDS
SEALED BIDS FOR FURNISHING F.O.B. ANDOVER, MN SIX FIRE TRUCKS
AND/OR CHASSIS AND RELATED EQUIPMENT IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS ON FILE WITH THE CLERK OF THE CITY OF ANDOVER,
COUNTY OF ANOKA, STATE OF MINNESOTA WILL BE RECEIVED ON
UNTIL AT WHICH TIME AND PLACE BIDS
WILL BE OPENED AND READ ALOUD.
BIDS WILL BE ACCEPTED ON THE SIX UNITS MENTIONED BELOW. BIDDERS
MAY BID ON EACH UNIT, ALL UNITS, OR ANY SELECTION OR COMBINATION OF
UNITS. UNITS TO BE BID ARE:
UNIT #1:
UNIT #2:
UNIT #3 & #4:
CUSTOM CAB PUMPER
CUSTOM CAB 75' AERIAL LADDER
GRASS FIREFIGHTING UNITS ON COMMERCIAL
PICKUP CHASSIS
COMMERCIAL 6 X 6 CHASSIS AND REMOUNT &
REPAINT EXISTING ANDOVER TANK & BODY
COMMERCIAL 4 X 6 CHASSIS WITH NEW 2500 GALLON
TANKER BODY, PUMP & SPECIFIED EQUIPMENT
UNIT #5:
UNIT #6:
BIDS WILL BE CONSIDERED ON EACH UNIT SEPARATELY. UNITS #3, 4, & 5 ,
WILL BE ACCEPTED ON SHORTER DELIVERY SCHEDULES THAN UNITS #1 ;+2,"
BIDS MUST BE ACCOMPANIED BY A CERTIFIED CHECK, BIDDER'S BOND, OR
CASH IN AN AMOUNT OF AT LEAST 10% OF THE AMOUNT BID. IF BID BOND IS
PRESENTED, IT MUST LIST THE APPARATUS MANUFACTURER AS THE
PRINCIPAL. NO BONDS FROM REPRESENTATIVES OR AGENCIES WILL BE
ACCEPTED ON BEHALF OF THE APPARATUS MANUFACTURER. BID BONDS OR
CERTIFIED CHECKS SHALL BE MADE PAYABLE IN FAVOR OFTHE CITY OF
ANDOVER AS LIQUIDATED DAMAGES IN THE EVENT THE BIDDER FAILS TO
ENTER OR COMPLETE THE CONTRACT FOR EQUIPMENT ACCEPTED.
THE OUTSIDE OFTHE SEALED ENVELOPE MUST BE PROPERLY MARKED "BID
ON FIRE EQUIPMENT'.
NO BID MAY BE WITHDRAWN FOR A PERIOD OF THIRTY (3D) DAYS AFTER BID
CLOSING DATE WITHOUT THE CONSENT OF THE CITY COUNCIL.
THE CITY COUNCIL RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS AND
TO ACCEPT THE BID IT FEELS IS IN THE BEST INTEREST OF THE COMMUNITY. ...
BID SHOULD INCLUDE AN OPTION FOR THE CITY OF ANDOVER TO PREPAY
FOR THE CHASSIS AT THE TIME OF ITS COMPLETION AT OR DELIVERY TO THE
FACTORY.
BY ORDER OF THE CITY CLERK OF
THE CITY OF ANDOVER, MINNESOTA
----
CLERK'S SIGNATURE
"
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SPECIFICATIONS FOR: 75' ladder pumper on a custom six-man chassis
INTENT OF SPECIFICATIONS
It Is the Intent of these specifications to cover the furnishing
and delivery to the purchaser a complete apparatus equipped as
hereinafter specified. With a view to obtaining the best results
and the most acceptable apparatus for service In the Fire
Department, these specifications cover only the general
requirements as to the type of construction and test to which the
apparatus must conform, together with certain details as to
finish, equipment and appliances with which the successful bidder
must conform. Minor details of construction and materials where
not otherwise specified are left to the discretion of the
contractor, who shall be solely responsible for the design and
construction of all features. All equipment or components, unless
omitted, shall be In compliance with the current National Fire
Protection Association Pamphlet 1901, 1902, 1903, and 1904 as
applicable for Motor Fire Apparatus, Including proposed 1991
changes.
Bids will only be considered from companies which have an
established reputation In the field of fire apparatus construction
and have been In business for a minimum of 20 years.
Page 1
Each bidder shall furnish satisfactory evidence of his abIlity to
construct the apparatus specIfIed. and shall state the locatIon of
the factory where the apparatus is to be built. He shall also
show that he Is In posItIon to render prompt servIce and to
furnish replacement parts for said apparatus.
Each bId shall be accompanied by a set of .Contractor's
SpecIfIcations. consIstIng of a detaIled descrIptIon of the
apparatus and equIpment proposed and to whIch the apparatus
furnished under contract must conform. These specIfIcatIons shall
indIcate sIze. type. model and make of all component parts and
equIpment. A blueprInt of the actual truck to be buIlt shall be
provIded with the bid.
BOTH CHASSIS AND BODY MUST BE BUILT IN THE UNITED STATES OF
AMERICA OR BID WILL BE REJECTED IMMEDIATELY WITH NO FURTHER
EXPLANATION GIVEN OR REQUIRED.
The bIdder must carry adequate insurance to cover any damage to
the unIt whIch may occur whIle In the possession of the bidder.
QUALITY AND WORKMANSHIP
The design of the apparatus must embody the latest approved
automotIve engineering practices. The workmanship must be of the
Page 2
highest quality In Its respective field Special consideration
will be given to the following points: Accesslbllltv of the
various units which require periodic maintenance operations. ease
of operation (Including both pumping and driving) and svmmetrlcal
proportIons. Construction must be rugged and ample safety factors
must be provided to carry loads as specIfIed and to meet both on
and off road requirements and speed conditions as set forth under
"Performance Tests and Requirements". Welding shall not be
emploved In the assembly of the apparatus In a manner that wIll
prevent the ready removal of any component part for servIce or
repaIr. All steel weldIng shall be done to AmerIcan Welding
Society D1.1-83 for structural steel welding. All aluminum
weldIng shall be done to AmerIcan WeldIng SocIety and ANSI D1.2-83
for structural weldIng of aluminum. Flex cord arc weldIng to use
alloy rods type 7000 AmerIcan Welding Society standards
A5.20-E70Tl. The manufacturer Is requIred to have an AmerIcan
WeldIng Society certIfied welding Inspector In plant during
workIng hours to assure good qualIty.
WARRANTY
The followIng minimum warranty to be furnIshed with each bidder's
proposal and prInted on company form:
We warrant each new pIece of Fire and Rescue Apparatus to be free
from defects In materIal and workmanshIp under normal use and
servIce for a perIod of one year. Our oblIgatIon under thIs
warranty Is limited to repairing or replaclng.- as the company may
Page 3
elect, any part or parts thereof whIch shall be returned to us
wIth transportatIon charges prepaId and as to whIch examInatIon
shall dIsclose to the company's satIsfactIon to have been
defectIve, provIded that such part. or parts shall be returned or
replaced free of charge and WITHOUT CHARGE FOR INSTALLATION to the
orIgInal purchaser. ThIs warranty wIll not apply: 1. To normal
maIntenance servIces or adjustments. 2. To any vehIcle whIch
shall have been repaIred or altered outsIde of our factory In any
way so as, In our Judgment. to affect Its stabIlIty. nor which has
been subJect to mIsuse. neglIgence, or accIdent. nor to any
vehIcle made by us whIch shall have been operated at a speed
exceedIng the factory rated speed. or loaded beyond the factory
rated load capacIty. 3. To commercIal chassIs and assocIated
equIpment furnIshed wIth chassIs. sIgnalIng devIces. generators.
batterIes. or other trade accessorIes Inasmuch as they are usually
warranted separately by theIr respectIve manufacturers. ThIs
warranty Is In lIeu of all other warrantIes, expressed or ImplIed.
all other representatIons as to the orIgInal purchaser and all
other oblIgatIons or lIabIlItIes, IncludIng liabIlIty for
IncIdental or consequentIal damage on the part of the company. We
neIther assume any other warranty or lIabIlIty on the company's
behalf unless made or assumed In wrItIng by the company.
DELIVERY
Apparatus. to Insure proper break In of all components while stilI
Page 4
under warranty, SHALL BE DELIVERED UNDER ITS OWN POWER - rail or
truck freight Is not acceptable. A qualified delivery engineer
representing the contractor shall deliver the apparatus and remain
In the City a sufficient length of time to Instruct the Fire
Department personnel In the proper operation, care and maintenance
of the equipment delivered.
Delivery date shall be: 12 months after bid Is awarded
INFORMATION REQUIRED
The manufacturer must supply at time of delivery, complete
operation and maintenance manuals covering the complete apparatus
as delivered.
PERFORMANCE TESTS AND REQUIREMENTS
A road test will be conducted with the apparatus fully loaded and
a continuous run of ten (10) miles or more will be made under all
driving conditions, during which time the apparatus shall show no
loss of power or overheating. The transmission drive shaft or
shafts, and rear axles shall run quietly and be free from abnormal
vibration or noise throughout the operating range of the
apparatus.
A: The apparatus, when loaded, shall have not less than 25% nor
more than 45% of the weight on the front axle, and not less than
55% nor more than 80% on the rear axle.
B: The apparatus must be capable of accelerating to SO mph from a
Page 5
.'
standing sta.t within 30 seconds on a level conc.ete highway
without exceeding the maximum governed rpm of the engine.
c: The servIce brakes shall be capable of stopping fully loaded
vehicle in 30 feet at 20 mph on level concrete highway.
D: The apparatus, fully loaded, shall be capable of obtaining a
speed of 50 mph on a level concrete highway with the engine not
exceeding its governed rpm (full load.)
FAILURE TO MEET TEST
In the event the apparatus fails to meet the test requi.ements of
these specifications on the first trials. second trials may be
made at the option of the bidder within thirty (30) days of the
date of the first trials. Such trials shall be final and
conclusive and failure to comply with these requirements shall be
cause for rejection. Failure to comply with changes as the
purchaser may consider necessary to conform to any clause of the
specifications within thirty (30) days after notIce is given to
the bidder of such changes shall also be cause for rejection of
the apparatus. Permission to keep or store the apparatus in any
building owned or occupied by the purchaser or Its use by the Fire
Department during the above specified period with the permIssIon
of the bidder shall not constitute acceptance.
LIABILITY
Page 6
The bidder, If his bid Is accepted, shall defend any and all suits
and assume all lability for the use of any patented process,
device, or article forming a part of the apparatus or any
appliance furnished under the contract.
SPECIFICATIONS BID REQUIREMENTS
Each bidder must Indicate In the · Yes/No. column If their bid
compiles on each Item specified. Exceptions will be allowed If
they are equal to or superior to that specified and provided they
are listed and fully explained on a separate page.
(PROPOSALS TAKING TOTAL EXCEPTION TO SPECIFICATIONS WILL NOT BE
ACCEPTABLE)
Also, bidders must submit a detailed proposal. A letter only,
even though written on a company letterhead, Is not sufficient.
We must be able to study, evaluate and compare. Bid proposals
must be submitted In the same sequence as specifications for ease
of checking compliance. An EXCEPTION to these requirements WILL
NOT BE TOLERATED.
GENERAL CONSTRUCTION
The apparatus shall be designed with due consideration to
distribution of load between the front and rear axles. Weight
balance and distribution shall be in accordance with the
Page 7
recommendatIons of the InternatIonal AssocIatIon of FIre ChIefs
and National Fire Protection AssocIation (or American Insurance
Association>.
BOND
Each bid to be accompanied by a Bid Bond In the amount of 10% of
bId price. Bid Bond to be furnished by the company who wIll buIld
the apparatus proposed. Bid Bonds by salesmen or agents of the
manufacturer are not acceptable. Bids must remaIn firm for a
perIod of 30 days. An exceptIon to this requirement will not be
tolerated. The successful bIdder shall furnish a 100% Performance
Bond wIthIn 30 days after notifIcatIon of award of contract.
Performance Bond to be furnished by the company who will build the
apparatus proposed. Performance Bond by salesman or agents of the
manufacturer are not acceptable. An exception to thIs requirement
will not be tolerated!
APPROVAL OF DRAWINGS
A blue prInt must be aproved by the Fire Department prior to any
metal being sheared or cut for the unit. The FIre Department, the
manufacturer's representative and the apparatus manufacturer shall
each have a copy of thIs blue print. This blue print shall then
become a part of the total contract. Drawing must show, but not
limited to such Items as the chassis being utilIzed, lights,
horns. sirens, all compartment locations and dimensions, special
Page 8
discharges, etc. Blue print is to be a visual interpretation of
the unIt as it Is to be supplied.
In places where aluminum Is specified, stainless steel of adequate
strength and thickness may be accepted. Other steel (galvanized,
etc.> will not be considered acceptable because of possible
corrosion.
Page 9
CHASSIS
Chassis provided shall be anew, tilt type custom fire apparatus.
The Chassis shall be designed and manufactured for heavy duty
service with adequate strength and capacity for the intended load
to be sustained and the type of service required. The chassis Is
to be the manufacturers first line six man cab with totally
enclosed crew cab.
The GVW rating shall be adequate to accommodate intended load and
type of service required.
Wheelbase of chassis shall be no greater than 210".
FRAME
The chassis frame Is to be built with two steel channels bolted to
six cross members. The side rails to be of heat treated steel
measuring 10.13"x3.5"x.3S". In addition a 9.25"x2.69"x.25" frame
liner to be added providing each rail with a section modulus of
26.32, a yield strength of 110,000 PSI and a resisting bending
moment of 2,985,540 pounds. Chassis frame rails are to be formed
at front to allow for engine Installation without notching frame
flanges.
THE FRAME RAILS SHALL BE WARRANTIED FROM CRACKS AND FAILURE FOR
THE LIFE OF THE VEHICLE.
FRONT AXLE
Front axle to be a Reverse Elliot "I" beam type with Inclined king
pins. Rockwell Standard Model axle FL-941 or equIvalent with a
Page 10
rated capacity of 19,000 pounds. Turning angle to be 40 degrees
or greater.
Heavy duty telescoping shock absorbers are to be provided on the
front axle.
01] seals with a viewing window are to be provided on the front
axle.
REAR AXLE
The rear axle to be a Rockwell RS-30-180 or equivalent with a
capacity of 31,000 pounds at the hub. The single reduction
differential shall have a 4.89 to 1 ratio which shall provide an
approximate top speed of 65 M.P.H. at governed revolutions per
minute.
The Rockwe]] International 5-year axe] warranty or equivalent
shall be provided with the apparatus.
Rear axle shall be furnished with 01] seals.
SUSPENSION
Front springs to be sml-elliptlcal, 3.50.x52.00., 9 leaf,
constant rate type with a ground rating of 19,000 pounds.
Rear springs to be smI-elllptlcal, 3.00.x52.00., 11 leaf main with
a ground rating of 31,000 pounds. Spring hangers to be castings
with provisions for lubrication. The grease fittings to be 90
degree type and shall be accessible without removing the wheels or
cutting any sheet metal. Two top leaves to wrap the forward
Page 11
spring hanger pin and the top leaf to wrap the rear spring hanger
pin on both the front and rear suspensions.
BRAKES
The service brake system Is to be full air type by
Rockwell-Standard, or equivalent. Front brake shall be DISC type
with automatic slack adjusters, and DISC type at the rear with
automatic slack adjusters.
The system Is to meet or exceed current FMVSS-121 requirements.
Other components or accessories are to be as follows:
30 square Inch front brake chambers
36 square Inch rear brake chambers
16.1 CFM air compressor
Bendlx-Weslnghouse dual brake treadle valve
Heated automatic moisture ejector
(3) Brake Reservoirs, one 836 cu.ln. and two 1454 cu. In.
Air Indicator with red warning light and alarm
(on cab Instrument panel)
MGM spring set parking brake system
Page 12
Parking brake operated by a Bendix-WestInghouse PP-l control valve
A "ParkIng Brake On" Indicator lIght on Instrument panel
BendIx-Westinghouse SR-l valve for operatIon of the sprIng brake
(In event rear brake air Is lost)
BendIx-WestInghouse AD-9 aIr dryer
Nylon brake lInes wrapped In loom and color coded.
ENGINE
The chassIs Is to be powered by a DetroIt DIesel engIne as
descrIbed below:
MODEL: 6V92TA "DDEC" (ElectronIc Controlled)
NUMBER OF CYLINDERS: 6
BORE AND STROKE: 4.84"x5.00"
DISPLACEMENT: 552 cu. Inches
RATED BHP: 400 at 2100 RPM
TORQUE: 1350 at 1350 RPM
COMPRESSION RATIO: 18.0:1
GOVERNED RPM: 2100
Standard EquIpment on the engIne to Include the followIng:
AIR CLEANER: Farr or equal
Page 13
AIR COMPRESSOR: MIdland 16.1 CFM
EXHAUST: sIngle on rIght sIde, ahead of rear wheels
DUAL FUEL FILTERS: wIth check valve
GOVERNOR: electrIc
INJECTORS: carn operated, unIt type, clean tIp
LUBE OIL COOLER
LUBE OIL FILTER:
STARTING MOTOR:
TURBOCHARGER
AFTERCOOLED
full flow
12 volt
EngIne shall carry a fIve-year warranty provIded by the engIne
manufacturer.
COOLANT LINES
All engIne coolant lInes to be sIlIcone hoses with compatible
fittIngs. The engine with hoses shall have a coolant capacIty of
approximately 29 quarts.
ENGINE HOOD
The engine 15 to be easily accessIble and capable of beIng removed
wIth the cab tilted. ProvIsIons for checkIng and addIng to the
engIne fluId levels shall be placed at the rear of the engine
accessible wIthout raIsIng the cab. EngIne hood to be constructed
of .125" aluminum and shall be tapered at top to allow for more
driver and passenger elbow room. For heat protectIon and reducing
Page 14
engIne noIse, the engIne hood shall be sprayed with a urethane
foam Insulator underneath and have a polyester fIlm facing wIth a
barrier layer on the outside surface. Any additional noise
reduction packages avaIlable shall be listed as alternates.
FUEL TANK
A fifty gallon (mInImum) fuel tank to be provIded and mounted at
rear of chassIs. The tank to be constructed of 12 guage, hot
rolled steel. It 15 to be equIpped wIth swash partition and vent.
A .75" drain plug shall be provided In a low point of the tank for
drainage. A fill Inlet to be located on driver's side of body and
covered with a hinged, spring loaded, stainless steel door that Is
marked "Diesel Fuel Only".
Servicing the fuel tank pick up tubes and fuel gauge sending unit
shall be accomplished without draining fuel or dropping tank.
DRIVELINE
Drlvellnes are to have a heavy duty metal tube and be equipped
with Spicer 1800 series universal Joints. The shafts are to be
dynamically balanced before Installation. A spllned slip Joint Is
to be provided.
TRANSMISSION
An Allison HT740 4-speed torque converting automatic transmission
to be provided. Shift module to be mounted to right of drIver on
console. Shift position Indicator to be Indirectly lIt for after
Page 15
dark operatIon. A tranemIsslon temperature gauge wIth red lIght
and buzzer to be Installed on cab dash.
RatIos of the tranemIsslon to be:
1st - 3.69 to 1.00
2nd - 2.02 to 1.00
3rd - 1.39 to 1.00
4th - 1.00 to 1.00
R - 6.04 to 1.00
A tranemIsslon oIl cooler shall be provIded In the lower tank of
the radiator.
The tranemIsslon lock-up for the fire pump operation Is to engage
wIth the pump shIft control located InsIde the cab. A second
swItch for the lock-up wIll not be acceptable.
STEERING
SteerIng shall be the Ross HFB-70 Integral heavy duty power
steering with a Vickers V20F gear driven hydraulic pump with
Integral pressure and flow control. The steering wheel shall be
padded and 20.00' In diameter.
The steering column Is to be capable of extending a minimum of
3.00' and tilt up and down 20 degrees. The front axle shall be
equipped with a Ross power assist cylinder to aid In the steering
of the apparatus.
Page 16
TIRES
Each tIre shall be balanced before It Is Installed on the
apparatus to assure proper road handling.
Front tires to be Goodyear 14/80R20 or equivalent, 18 ply hIghway
tread mounted on 20.00"x10.00" steel dIsc type wheels wIth a 10
stud 11.25" bolt circle.
Rear tIres to be Goodyear 315/80R22.50, or equIvalent, 18 ply mud
and snow tread mounted on 22.50"x9.00" steel dIsc type wheels wIth
a 10 stud 11.25" bolt circle.
MUD FLAPS
Mud flaps shall be Installed behInd the front and rear wheels of
the apparatus.
CAB (TOTALLY ENCLOSED)
The cab is to be designed specifically for the fire service and
manufactured by the chassis buIlder out of 5052-H34.125" alumInum
welded to extruded alumInum framing.
The cab is to be approximately 96.00" wide and have an approximate
over all height of 97.00" with 6.00. to 8.00" of headroom Inside
the cab and canopy. Cab to have 6-point rubber mountIng and shall
be tIlted by an air over hydraulic pump with a manual overrIde
connected to two cab 11ft cylInders. Cab Is to be locked down by
a two poInt automatic lockIng mechanism that actuates after the
cab has been lowered. The tIlt cab and non-tIltIng crew cab
Page 17
section shall be mounted on a sepa~ate subf~ame before
Installation to the main t~uck frame to insu~e the alignment of
these two components. An al~c~aft type door seal shall be placed
between the two pa~ts to keep out al~ and dl~t. The seal wIll
automatically Inflate and deflate with the ope~atlon of the cab
11ft mechanism.
The cab access steps shall be 12.00. deep and Inside the doo~. not
subJect to the weathe~. A 20.00. handrail shall be provided
adJacent to all doo~ openings fo~ assistance. Cab doo~s shall be
app~oxlmately 35.00. wide by 65.00. high and the c~ew cab doors
shall be app~oximately 28.00. wide by 65.00. high for ent~y.
The~e shall be double automotive type ~ubbe~ seals around the
perimeter of the door to Insure a weather tight fit. The cab and
crew cab doo~s are to be constructed of aluminum and shall contain
a conventional roll down window. A flush mounted. chrome plated
paddle type door handle to be provided on the exte~lor of door
with a latch type handle on the Inside. Door hinge to be a
stainless steel piano type with .25. pin.
The cab and crew cab floors to be bright aluminum treadplate. A
forwa~d d~op down portion of the headliner Is to be provided for
access to all possible cab roof wiring. Cab doo~ panels are to be
removable without disconnecting door and window mechanisms. Full
cIrcular Inner fender liners In the wheel wells shall be provided.
Page 18
The outside rear wall of the crew cab shall be covered with a
bright alumInum treadplate panel.
A radIo compartment shall be provided below the officer's seat.
The compartment shall be approxImately 18.00. deep, 16.00. across
and 5.00. high. A drop down door wIth a chrome plated 11ft and
turn latch shall be provIded for access Into the compartment.
A curved. safety glass windshield that Is tinted shall be
provIded that has over 2754 square Inches of clear vIewIng area.
Cab windshield to have brIght trIm Inserts In the rubber moldIng
holdIng the glass In place.
The rear wall of the crew cab shall have two windows, each beIng
6.00. wIde x 15.50. high.
Two slidIng rear wIndows shall be furnished InsIde the cab to
allow visual and audio communIcation wIth the crew cab passengers.
WINDSHIELD WIPERS
The wIndshIeld shall be furnished wIth two separate windshIeld
wipers that are electrIcally controlled and meet or exceed the
current FMVSS requIrements. Each windshIeld wiper shall be
furnIshed wIth a washer that Is actuated wIth the wiper control.
PUMP ACCESS PANEL
Page 19
An access panel shall be provided in the rear wall of the cab for
access to the pump.
TRIM
Stainless steel fenderettes to be installed at cab wheel openings.
A band of patterned stainless steel trim Is to be Installed across
the front of the cab, from door hinge to door hInge.
CAB LIFT
An aIr over hydraulic pump shall be installed for raising and
lowering the cab. The pump is to have a manual overrIde for
backup in the event air Is not available. The control shall be
located to the rear of the drIver's door with an enclosed
compartment.
MIRRORS
Deluxe Vel-Vac staInless steel mirrors with 6.50.xl0.00. flat and
6.00.x6.50. convex sections to be mounted one each side on cab
doors.
BUMPER
A one pIece stainless steel bumper, 10.00" high to be attached to
the front of the frame with a 8.00" channel mounted directlY
behind the bumper for additional strength. The bumper is to be
extended approximately 19.00.. Bright aluminum treadplate shall
be fitted between the bumper and the cab face.
Page 20
A hose compa~tment with a minimum capacity fo~ 100' of 1.75" hose
shall be p~ovlded on ~Ight co~ne~ of the f~ont bumper extension.
The compartment shall Include drain holes and g~atlng for ae~atlon
of hose.
TOW HOOKS
Two ch~omed steel tow hooks to be Installed under the bumpe~ and
attached to the f~ont frame members.
CAB INTERIOR
A padded, sound abso~blng cab dash shall be p~ovlded with mate~lal
matching that used on the Inside door panels. Headllne~s a~e to
be provided In the cab and crew cab, constructed of sound
absorbing mate~lal Installed on either an aluminum sheet o~
plywood.
GRAB HANDLE
A ch~omed g~ab handle shall be mounted on the Inst~ument panel
ac~oss f~om the officer's seating position. The grab handle shall
be secu~ely mounted In a location that Is helpful for entering the
cab.
CAB HEATER
Inside the cab a 48,000 BTU fresh air heater and defroster with
two speed blowe~ and temperatu~e cont~ol shall be p~ovlded. The
heater shall be mounted on the floo~.
Page 21
CREW CAB HEATER
An auxiliary heater with approximately 42,000 BTU Is to be
provided Inside the crew cab with controls located adjacent to the
heater.
SEATING
A Bostrom 705 adjustable air ride driver's seat and a Bostrom
companion passenger's seat shall be provided In the cab for two
fire fighters.
Inside the crew cab a 90.00. wide bench seat shall be provided to
comfortably accommodate four more passengers. Bench seat will be
designed to provide additional storage under seat.
The crew cab seats shall not be located In the crew cab walkway
entrance.
The use of fold-up seats will not be acceptable. (No Exceptions)
Retractable seat belts shall be furnished at all seating areas for
passengers. The driver's seat and the right front officer's seat
shall be furnished with a shoulder harness as well.
AIR BOTTLE HOLDERS (CREW CAB)
Mounted against the wall of the crew cab shall be (3) Zlamatlc
UN-7-60-1-SF holders, or equivalent, Installed on a sliding track.
AIR BOTTLE HOLDER (CAB)
A Zlamatlc UN-60-30-3-FPHS holder shall be mounted against the
wall of the cab for the officer with extended back cushions.
Electrical outlets for portables In front and back of cab.
Page 22
INTERIOR
All cab Interior metal surfaces shall be painted with a black
wrinkle finish. Seat upholstery shall consist of heavy grade
black vinyl with the Interior lining made from a black, sound
absorbing material.
MAP BOX
A map box with six bins, slanting 30 degrees up and open from top,
shall be Installed In location to be determined at
pre-construction conference. Each bin shall be 13.00. across with
a clear opening of 4.00. and 8.00. deep. The map box shall be
constructed of .125. aluminum and shall be painted to match the
cab Interior.
RECORDS TRAY
Installed across from the officer's seat shall be a records tray.
The tray shall be approximately 18.00. across and 10.00" high with
a 3.00. retaIner across the bottom. The tray shall be constructed
of .125. aluminum and shall be painted to match the cab Interior.
AUXILIARY LIGHTING
Auxiliary lights shall be provided In the cab and crew cab
consisting of:
A dome light Inside the cab, controlled by automatic door switches
Page 23
,-
Two adjustable map lIghts wIth swItches mounted on the cab ceIlIng
Dome lIghts over the crew cab seating wIth Integral switches
A courtesy light at each door opening, controlled by automatic
door swItches.
ENGINE COMPARTMENT LIGHTS
Two engine compartment lights are to be Installed under the engine
hood wIth Integral swItches.
CAB INSTRUMENTATION
Cab instruments and controls to be located on the cab dash.
Gauges and emergency vehicle switches to be Installed on removable
panels for ease of service. The following gauges and controls to
be furnished:
Speedometer/odometer (electrIc)
Tachometer (electric)
EngIne 011 pressure gauge with red warnIng lIght & buzzer
EngIne temperature gauge with red warning light & buzzer
Page 24
Two air pressure gauges with red warning light & buzzer
Fuel gauge
Ignition swItch with green IndIcator lIght
One starter button
Engine shutdown button or switch
Heater and defroster controls
Headlight and self canceling turn signal switches
Warning lIght switch control panel
Parking brake control with red Indicator light
Horn button center of steering wheel
(for dual electrIc horns)
A control to check the engine warning system IndIcators
Air restriction Indicator
Page 25
Automatic t~ansmission oil tempe~atu~e gauge, ~ed wa~ning lIght &
buzze~
Hourmeter for pump
Hourmeter for engine
Hou~meter for ae~ial device
Voltmeter
Master switch for aerial operating electrical system
FTO switch fo~ aerial wIth indicating light
Individual wIndshield wiper controls
WIndshield washe~ cont~ols
Pump shIft with red and green indIcator lights
Inst~ument panel cont~ols and swItches to be identIfIed as to
functIon by imprinted wordCs) adjacent to Item. ActuatIon of the
headlIght swItch shall illuminate C.back-lite") wording for after
da~k ope~atIon. Tu~n sIgnal and hIgh beam headlight indicators
a~e also to be p~ovided. All warning IndIcators are to be the
.dead front. type, meaning the warning light and word
identification of same does not show up unless It is necessary.
Built-in emergency light switch panel to have a master switch plus
individual switches fo~ selective control. SWitches to be rocker
type with integral IndIcator lIght.
Page 26
ELECTRICAL COMPONENT COMPARTMENT
An electrIcal component compartment shall be provIded In the
Instrument panel where the chassIs and body electrIcal
distribution shall be located. The compartment shall have a drop
down door whIch shall provIde unrestrIcted access to the
electrIcal components. A catalog of the components and their
functIons shall be provided on the InsIde of the door.
CONDUIT FOR RADIO INSTALLATION
A sectIon of 1.50. flexible control for radIo InstallatIon shall
be provIded. The conduIt shall be Installed from the electrIcal
compartment at the Instrument panel to the area the radio heads
wIll be mounted In dash area and compartment near pump control
panel.
BATTERY SYSTEM
A dual startIng system shall be provIded, utIlIzing two 12 volt
batteries wIth 445 reserve capacity for each battery and a 1115
CCA at 0 degrees F rating. A Cole-Hersee selector switch shall be
used to activate the battery system. An Ignition swItch
Is to be located on the Instrument panel.
Page 27
A Cole-He~see M-705 REV batte~y selecto~ switch shall be p~ovlded
Inside the cab within easy reach of the driver. An Indicator
light Is to be located on the cab Inst~ument panel to ale~t the
driver the battery system Is activated.
Batte~les a~e to be sto~ed In a ventilated compa~tment, located at
each crew cab ent~ance and mounted on a non-cor~oslve mat. The
batte~y compartments shall have a hinged top cover with a
removable f~ont panel for battery access. Heavy duty batte~y
cables a~e to be used to p~ovlde maximum powe~ to the electrical
system. Cables to be colo~ coded and ~un In automotive type loom.
CHARGER
A Koehler batte~y cha~ger, model 5680 shall be Installed and
fu~nlshed with a ~ecessed male plug with a weatherproof cover and
dual Indicator lights located to the rea~ of the drIver's door on
cab exte~lo~.
Exterlo~ air hookup on driver's side next to Sho~ellne.
ALTERNATOR
There shall be provIded a Deleo 160 amp alternator.
EXTERIOR LIGHTING
Exterior lightIng to meet or exceed Federal Department of
Transportation, Federal Motor VehIcle Safety Standards and
National Fire P~otectlon Association ~equlrements In effect at
Page 28
tIme of proposal. Front headlIghts are to be halogen. rectangular
quad type mounted In a chromed or stainless steel housing. Five
clearance lIghts and market lights are to be Installed across the
leading edge of the cab.
Front turn signals to be rectangular amber lamps housed In chromed
bezels along with red strobe warnIng lights. Both the turn
signals and the warning lIghts shall be housed In a common bezel
located above the headlights.
MANUALS
ProvIded with the chassis shall be (2) parts manuals and (2)
service manuals.
LUG NUT COVERES
Chrome lug nut covers are to be furnished on all wheels.
WHEEL COVERS
Chrome baby moon type covers are to be provIded over the rear axle
hubs.
WHEEL COVERS
The front wheel hub covers are to be chrome plated.
Page 29
WATER TANK
The booster tank shall be 400 gallon capacity, constructed of
polyproplene. (See Alternate for stainless steel construction)
Bidder will provide detailed design specifications.
Tank Is to be mounted on specially prepared rubber liners placed
on top of the torque box to prevent metal to metal contact. Tank
Is to be fastened at the front and rear with a reslllant mount at
the rear consisting of spring loaded bolts. The tank shall be
readily removable from the apparatus.
Tank to be unconditionally guaranteed for 20 years or longer
barring accIdent or abuse.
Page 30
HOSE BED
Hose body to be fabricated of .12S", SOS2-H34 aluminum with a
38,000 PSI tensile strength. Sides are not to form any portion of
the fender compartments. Hose body width to be minimum of 70.00"
Inside. Upper and rear edges of side panels to have a double
break for rigidity, a spIlt tube finish will not be acceptable.
The hose bed shall be located ahead of the ladder turntable. The
hose storage area shall be equipped with one partItion located In
the center of the bed. Hose removal shall be via "chutes" at each
side of the body under turntable area. Flooring of the hose bed
shall be removable aluminum grating with the top surface
corrugated to aid In hose aeration. The grating slats are to be a
minimum of .SO"x4.S0" with spacing between slats for hose
ventilation.
Hose capacity shall be a minimum of 1S00' of 2.S" DBL Jacket hose.
RUNNING BOARDS
Running boards are to be fabricated of .12S" bright aluminum
treadplate and supported by structural steel angle assemblies
bolted to the chassIs frame rails. Running boards are to be
approximately 13.00" deep and shall be spaced away from the body
approximately .50". A splash guard shall be provided elIminating
road dirt or water from splashing up onto the pump panels. The
running boards shall have a riser on the body to protect the
Page 33
painted surface from damage by stepping on the running boards.
TURNTABLE STEPS
Access to the turntable shall be provided by two sets of steps
at the rear of the apparatus. The access steps shall be located
on each sIde, Just behind the compartmentation. The steps shall
be constructed of bright aluminum treadplate with brIght alumInum
treadplate furnIshed on each sIde of the steps to act as
scuffplates. The bottom step shall have a heIght no greater than
23.00. from the ground to the top surface of the step. The
remaining steps shall have a height no greater than 14.00. from
top surface to top surface. Each step shall be indivIdually
illuminated for nIght time operation. The .step lIghts. shall be
actuated by a switch installed at the rear of the unIt in an
easily accessible area. Handrails shall be provided on each side
of each set of access steps.
Drop step shall be provided for each set.
T~~E
Two rear .tow. eyes are to be located to the rear of the rear of
the apparatus and mounted directly to the chassis frame.
Page 34
COMPARTMENTATION
Compartmentatlon shall be fabricated of .125. 5052-H34 welded
~ aluminum with a tensile strength of 38,000 PSI. Side compartments
to be an Integral assembly with the rear fenders. For ease of
maintenance and to prevent rust pockets, fully enclosed rear
fender housings must be provIded. Mounting of the compartments
shall be done with body support assemblies bolted to the chassis
frame rails and the .125" compartment floors. Support assemblies
are to be constructed of a minimum of 3.00.x3.00'x.38. steel
angle. Support angles must be coated or painted to Isolate the
dlsslmlllar metals. The side body panels are to be mounted
Independently of each other with the left panel mounted to the
left frame rail and the right panel mounted to the right frame
rail. Compartment flooring must be of the sweep out design with
the floor higher than the compartment door lip. Compartment door
openings are to be framed by flanging the edges In 1.75. and
bending out again .75" to form an angle. Drip protection shall be
provided over all door openings by means of bright aluminum
extrusion welded to cabinet compartment, formed bright aluminum
treadplate or polished stainless steel. Top of side compartments
to be covered wIth brIght alumInum treadplate wIth approxImately
1.00. rolled over edges on the front, rear and outward sIde.
These covers shall be fabrIcated In one pIece wIth the corners
helIarc welded. SIde compartment covers that form the top of the
compartment wIll not be acceptable. The front facing compartment
Page 35
walls shall also be covered wIth brIght alumInum treadplate. All
screws and bolts whIch protrude Into a compartment shall have
acorn nuts at the ends to prevent Injury.
COMPARTMENTATION on the LEFT sIde shall consIst of:
A double door compartment ahead of the rear wheels, approxImately
46.00' wIde x 28.75' hIgh x 22.50' deep Inside wIth a door opening
of 41.50' wIde x 27.00' hIgh.
A sIngle door compartment behInd the rear wheels approxImately
33.00' wIde x 28.75" hIgh x 21.50' deep Inside wIth a door opening
of 28.50' wide x 27.00' high.
Two compartments with 11ft-up doors above the fender compartments
and ahead of the rear axle, approximately 39.00' wide x 29.75"
high x 10.50' deep inside with a door opening of 34.50" wide x
28.00" high. The doors shall be furnished with gas filled
cylinders to hold the doors in the open position.
A sIngle, 11ft-up door compartment below the turntable
approximately 82.00" wide x 21.00' high x 10.50' deep inside with
a door opening of 77.50' wide x 19.25' high.
COMPARTMENTATION on the RIGHT sIde shall consist of:
A double door compartment ahead of the rear wheels, approximately
46.00' wide x 28.75" high x 22.50' deep inside with a door opening
of 41.50' wide x 27.00' high.
Page 36
A single door compartment behind the rear wheels, approximately
33.00' wide x 28.75' high x 21.50' deep Inside with a door opening
of 28.50' wide x 27.00' high.
Two compartments with 11ft-up doors above the fender compartments
and ahead of the rear axle, approximately 39.00' wide x 29.75'
high x 10.50' deep Inside with a door opening of 34.50' wide x
28.00' high. The doors shall be furnished with gas filled
cylinders to hold the door In the open position.
A single, 11ft-up door compartment below the turntable
approximately 82.00" wide x 21.00' high x 10.62" deep Inside with
a door opening of 77.50. wide x 19.25' high.
DOORS
Compartment doors are to be lap style with double pan construction
and fabricated of .090' 5052H34 aluminum. They shall be a minimum
of 1.50. thick with a full Interior panel. A 'C' section
reinforcement shall be Installed between the outer and Interior
panels to provide additional door strength. Doors shall be
gasketed with a closed cell rubber around the surface that laps
onto the body. A second heavy duty automotive rubber molding with
a hollow core shall be Installed on the door framing that seals
onto the Interior panel, to Insure a weather resisting
compartment. All compartment doors shall have polished stainless
steel continuous hinge with a pin diameter of .25', that Is
bolted or screwed on with stainless steel fasteners. (Hinge that
Page 37
is welded on will not be acceptable.,) Isolation tape shall be
furnished between the hinge and the door Jamb. All door lock
mechanisms are to be fully enclosed withl~ the door panels to
prevent fouling of the lock in the event equipment inside shifts
into the lock area. Doors are to be latched with recessed,
polished stainless steel "D" ring handles and Eberhard locks. A
rubber gasket shall be provided between the "D" ring handle and
the door. The free door of double door equipped compartments
shall also be latched with the Eberhard 206 lock and a chrome
plated handle located on the inside of the free door.
DOOR HOLDERS
Each vertically hinged door shall be provided with double spring
(Cleveland style) door holders. The design shall allow hOlding
the door firm. but not rigid, at right angle to the body and pull
the door In a near closed position when the door is at less than
45 degrees to the bOdy. Closing shall not require release,
unlocking or unlatching and shall easily be accomplished with one
hand.
MIKE & SPEAKER COMPARTMENT
A mike and speaker compartment with a polished stainless steel
door shall be furnished adjacent to the pump operator's panel.
Compartment size to be approximately 11.00" high x 9.00" wide x
6.50" deep. Headset and plug-In will also be in compartment.
Page 38
SHELVING
The Compartmentatlon shall Include (5) shelves. Shelf
constructIon shall be rIgId wIth 2.00. retaIners on all four sIdes
and fabrIcated of .125" aluminum. The shelvIng shall adjust by
means of a threaded tIghtener slIdIng In a track to allow precIse
adjustIng heIght. ClIp type shelf bracketIng shall not be
consIdered acceptable. The shelvIng locatIon shall be determIned
at pre-constructIon conference.
COMPARTMENT VENTILATION
All compartments shall be ventIlated. (In no case may louverlng
be located In the door.) A louvered vent wIth a mInimum openIng
of 12.00 square Inches shall be furnIshed In the lower
compartments.
TRIM
Polished stainless steel rub raIls are to be Installed on the
bottom edge of the side compartments. Rub raIls are to be
approxImately 2.00. hIgh and extend 1.00. from the body sIdes.
The ends shall be capped off In a slopIng fashIon to provIde a
pleasing appearance.
BODY FENDER CROWNS
Stainless steel fender crowns are to be provided around the rear
wheel openings. A rubber welting shall be provIded between the
body and the crown to seal the seam and restrIct moIsture from
enterIng.
Page 39
DRAILS
dralls being provided shall be 1.25" diameter polished
tlnless steel tubing with chrome plated end stanchions.
lstlc gaskets shall be used between end stanchions and any
nted surfaces.
iln holes shall be provided In the bottom of all vertically
lnted handrails.
ldralls shall be located as follows:
20.00" long handrail at each cab door entrance
DDERS
'e following Duo-Safety ladders are to be furnished and must meet
, exceed latest NFPA standards:
4' two section, series 900-A
4' roof, series 775-A
0' folding, series 585-A
e folding ladder shall be mounted In ladder compartment.
e ground ladder are to be stored within the torque box and
all be removable from the rear. Ladders shall be fully enclosed
I prevent road dirt and debris from fouling or damaging the
Page 40
PUMP
Pump shall be a Waterous CSUY or Hale OSMGT, or equivalent, 1500
GPM, single stage midship mounted centrifugal type, carefully
designed in accordance with good modern practice. Pump shall be
the class 'A' type and shall deliver the percentage of related
discharge at pressure indicated below:
100% of rated capacity at 150 PSI net pump pressure
70% of rated capacity at 200 PSI net pump pressure
50% of rated capacity at 250 PSI net pump pressure
Pump bOdy shall be close-grained gray Iron, bronze fitted, and
must be horizontally spilt In two sections for easy removal of the
entire impeller shaft assembly Including wear rings. The pump
shall be designed for complete servicing from the bottom of the
truck, without disturbing setting of the pump in the chassis or
apparatus piping, which is connected to the pump. Pump case
halves shall be bolted together on a single horizontal face, to
minimize chance of leakage and facilitate ease of reassembly. No
end flanges may be used. The discharge manifold of the pump shall
be cast as an Integral part of the pump bOdy assembly, and shall
provide a minimum of three (3) 3.5' openings, for flexibility In
providing various discharge outlets for maximum efficiency. The
full 3.5' openings shall be located as follows: one (1) outlet to
the right of the pump, one (1) outlet to the left of the pump, and
Page 42
one (1) outlet directly on top of the discharge manIfold.
Impeller shaft shall be stainless steel accurately ground to size
and supported at each end by oil or grease lubricated,
antI-friction ball bearings, for rigid precise support. Bearings
shall be protected from water and sediment by suItable stuffIng
boxes, finger rings, and 01] seals. No special or sleeve type
bearIngs shall be used. The Impellers shall have flame plated hubs
to assure maximum pump life and efficiency, despite the presence
of abrasive matter In the water supply.
Pump transmission Is to be made of a three piece, high tensile
gray Iron, horizontally splIt casing. Power transfer to pump
shal] be through a pressure ]ubrlcated, Morse HY-VO drive chain.
An oil pump pressure gauge shall be provIded for maintenance and
should be Installed In a remote location within the pump
enclosure.
Drive shafts shall be a minimum of 2.35" dIameter hardened and
ground alloy steel. All shafts are to be ball bearing supported.
The case is to be designed as to eliminate the need for water
coolIng.
Pump shall be equipped with a self-adjusting, maintenance free,
mechanIcal shaft seal. The seal to be desIgned to be functIonal
in the unlikely event of mechanical seal failure. The mechanical
Page 43
seal shall consist of a flat, highly polished, spLing fed caLbon
Ling that Is sealed to and Lotates wIth the ImpelleL shaft. The
caLbon Ling is to pLess against a highly polished stainless steel
stationaLY LIng that Is sealed wIthIn the pump body. In addItIon
a thLottllng LIng shall be pLessed Into the steel chambeL coveL,
pLovldlng a veLY small cleaLance aLound the Lotatlng shaft In the
event of a mechanIcal seal falluLe. The pump peLfoLmance shall
not deteLloLate nOL wIll the pump loose pLlme whIle dLaftlng If
the seal falls dULlng pump opeLatlon.
WeaL LIngs to be bLonze and shall be easIly Leplaceable to
LestoLe oLlglnal pump effIcIency and elImInate the need to Leplace
the entILe pump casIng due to weaL.
PRESSURE CONTROLLER
An all electLlc pLeSSULe goveLnoL shall be pLovlded whIch Is
capable of automatIcally maintaInIng a desILed pLeset dlschaLge
pLeSSULe wIthIn a Lange of 0 to 400 PSI. Logic fOL the goveLnoL
system shall be IncoLpoLated Into the DDEC-II ElectLonlc ContLol
Module. ThIs system shall not LequILe a mechanIcal dLive, oil OL
aiL supply fOL a means of contLol. When opeLatlng In a "pLessuLe
contLol" mode, the system shall automatically maIntaIn the
dlschaLge pLeSSULe set by the opeLatoL LegaLdless of flow, wIthIn
the dlschaLge capabIlItIes of the pump and wateL supply. EngIne
speed shall LetuLn to Idle If dlschaLge pLeSSULe Is lost fOL mOLe
than 5 seconds, thus offeLlng cavatatlon pLotectlon to the pump
Page 44
and preventIng operatIon of the engIne at a hIgh speed needlessly.
While operating in the "throttle control" mode, the system shall
automatically maintain the engine speed set by the operator
regardless of the ioad. In addition to providing normal throttle
functions, the "throttle control" mode can also be used to back up
the pressure mode.
The pressure signal shall come from a pump mounted pressure
transducer allowing direct reading of pressure without requiring
water fow through the transducer or any part of the pressure
control system.
An Interlock shall be Incorporated Into the governor that would
allow the system to be operational only when the parking brake Is
set and the transmission Is In drive wIth the midship pump engaged
or the transmissIon In neutral. (No exceptIons)
The system shall have a "hIgh Idle" mode that wIll automatIcally
maintain an engine rpm as preset by the user. A momentary switch
shall be installed at the cab instrument panel for
activation/deactivation. The "high idle" mode shall be
operational only when the parking brake is on and the truck
transmission Is In neutral.
A control panel shall be located at the pump operator's panel and
consist of a series of IndIcator lIghts denoting system mode
Page 45
selectIon. When the operator chooses eIther the 'pressure
control' mode or 'throttle control' mode, an amber lIght wIll come
on Indicating the system selected. A momentary switch shall be
used to provide an InfinIte setting for Increasing or decreasing
water pressure or engIne speed. The operator's panel shall also
Incorporate a system shut-down push button whIch will return the
engine speed to Idle.
A rotary vane, 12 volt electric powered priming system shall be
furnished on the apparatus. All rotating parts of the pump shall
be made of corrosion resistant aluminum, stainless steel and
laminated phenolic. The pump cylinder shall be made of aluminum
alloy, hard anodized and teflon coated for corrosion resistance
and long life.
A push-pull control located at the pump control panel shall
operate a combination manual/electric priming valve. This valve
shall utilize a switch arrangement so that as the valve Is
manually opened, a plunger closes the switch and the primer motor
Is energized. A minimum five-quart priming oil tank shall
automatically lubricate and seal the slIding rotor vanes, when the
pump operates. The priming reservoir shall be furnished with a
dIpstick to Indicate the proper oil level, and be accessible
through an Inspection door on the right (passenger's) side of the
apparatus.
The pump when dry shall be capable of takIng suction and
Page 46
dIschargIng water, wIth a 11ft of 10 feet In not more than 30
seconds, through 20 feet of hard suctIon hose of the (approprIate)
sIze, for draftIng the rated capacIty of the pump. The complete
primer unit shall be fabricated by the manufacturer of the fIre
pump.
A supplementary heat exchange coolIng system shall be provided to
allow the use of water from the dIscharge sIde of'the pump for
cooling the engIne water. Heat exchanger Is to be constructed of
all brass and Is to be a separate unIt. It Is to be Installed In
the pump compartment with the control located on the pump
operator's control panel.
Two (2) pump manuals from the pump manufacturer shall be furnIshed
wIth the apparatus.
The pump shall be tested and certIfIed to meet or exceed all NFPA
pumping requIrements by an Independent third party testIng agency
at the vendor's expense. A copy of all tests shall accompany the
apparatus.
The contractor shall furnIsh copies of the Pump Manufacturer's
CertIfIcatIon of HydrostatIc Test and the EngIne Manufacturer's
Record of Pumper Construction DetaIls when delivered.
PLUMBING
All suctIon and dIscharge lines 2.50. or larger to have heavy duty
galvanIzed threaded pIpe. Sweat soldered copper tubIng wIll not
Page 47
be acceptable. Where vIbratIon of chassIs flexIng may damage or
loosen pIpIng or where a couplIng Is requIred for servIcIng, the
pIpIng shall be equIpped wIth vIctaulIc or rubber couplIngs. All
lInes to draIn through eIther a master draIn valve or to be
equIpped wIth IndIvIdual draIn valves. All IndIvIdual draIn lInes
for dIscharges are to be extended, wIth rubber hose, to draIn
below the chassIs frame. All water carryIng gauge lInes are to be
of flexIble polyproplene tubIng. Waterous valves wIth rack and
sector gear operatIng mechanIsms shall be used for the sIde
dIscharges and all remaInIng ball valves shall be Akron.
INLETS
A 6.00. pump manIfold Inlet to be provIded on each sIde of the
vehIcle. The suctIon Inlets shall Include removable dIe cast zInc
screens that are desIgned to provIde cathodIc protectIon for the
pump, thus reducIng corrosIon In the pump. A chrome plated, long
handle cap shall be furnIshed on each sIde pump Inlet.
There shall be provIded (2) Snap-TIte FSPRV50FT60NST valves wIth
5. storz caps for suctIon Inlets.
The pump manIfold on each sIde of the vehIcle shall be equIpped
wIth a .short. suctIon tube, to allow attachment of adapters
wIthout excessIve overhang.
On the left sIde pump panel, (1) 2.50. gated Inlet valve shall be
provIded wIth chrome swIvel and plug.
Page 48
On the ~Ight sIde pump panel. (1) 2.50' gated Inlet valve shall be
provIded wIth ch~ome swIvel and plug.
Inlet valve locatIon shall be outsIde of the pump panel. For
valve draInage a petcock valve shall be provIded on the bottom
sIde of valve body. Gating shall be accomplished by a quarter
turn ch~ome handle located alongsIde the valve. Inlet th~eads a~e
to be N.S.T.
Booste~ tank shall be connected to the Intake side of the pump
with heavy duty piping and a 1/4 tu~n 3.00' full flow line valve
wIth the control remotely located at the operato~'s panel. Tank
to pump line to ~un st~aIght (no elbows) f~om the pump Into the
front face of the water tank and down 45 degrees Into the tank
sump. A ~ubbe~ coupling shall be Included In this line to p~event
damage from vIbration or chassis flexIng.
A check valve shall be p~ovlded In the tank to pump supply lIne to
prevent the possIbIlIty of 'back fillIng' the wate~ tank.
TWo 4.00' Inlets shall be p~ovlded to the ae~Ial wate~way. One
Inlet shall be located on each side of the ladder compartment at
the ~ea~ of the appa~atus. Each shall be fu~nlshed wIth a 4.00'
chrome plated adapter and a 4.00' ch~ome plated long handle cap.
OUTLETS
A 1.50' combInatIon tank refIll and pump bypass lIne sha] I be
Page 49
provided, using a quarter turn full flow ball valve controlled
from the pump operator's panel.
There shall be a 1.50. gated outlet piped to the rIght corner of
the front bumper extension. Plumbing shall consist of 1.50.
piping wIth a 1.50. full flow ball valve controlled at the pump
operator's panel. The outlet shall be provided with a 1.50.
swIvel elbow.
There shall be (2) gated 2.50. outlet on the left side of the
apparatus and terminate with male N.S.T.
There shall be (1) gated 2.50. outlet on the right side of the
apparatus and terminate with male N.S.T.
All outlets shall Incorporate a quarter turn ball valve with the
control located at the pump operator's panel.
OUTLET DRAINS
A .75 draIn valve shall be provIded for each 2.50. or larger
outlet. The drains shall be recessed behind the panel with
control extending through the panel and located along the bottom
of the sIde pump panels. The drain controls shall be properly
labeled, Identifying them to which outlet they are for. The water
discharged from the drains shall be routed so they drain below the
chassis frame rails.
OUTLET (LARGE DIAMETER)
Page 50
A 3.50. outlet shall be Installed on right side of the apparatus.
The outlet shall be gated with a Waterous 3.50. valve and be
controlled at the pump operator's panel. A .75. drain valve shall
be provided with a push/pull control adjacent to the outlet.
OUTLET CAPS
Chrome plated rocker lug caps with chains are to be furnished with
the side and the rear discharges.
A chrome plated long handled cap terminating In N.S.T. shall be
provided with the large diameter outlet.
A chrome plated rocker lug cap with chain shall be provIded with
the 1.50. outlet.
AERIAL OUTLET
The aerial waterway shall be plumbed from the pump to the water
tower line with a 4.00. pipe and a 3.50. Waterous valve. The
control for the waterway valve shall be located at the pump
operator's panel.
CROSSLAY HOSEBEDS (2.50. PLUMBING)
Provided above the pump panel shall be (2) crosslay hosebeds.
Each bed to be capable of carrying 200 feet of 1.75" double
Jacketed hose and shall have a 2.50. preconnect line with a 2.50"
quarter turn ball valve terminating with an 2.50. N.S.T. 90 degree
swivel wIth a 1.50. male adaptor at end. The crosslay controls
shall be at the pump operator's panel. Stainless steel vertIcal
rollers wIth nylon bushings shall
Page 51
be provided on each side of the bed with a stainless steel
scuffplate Installed at the bottom outside edge. Crosslay bed
flooring shall consist of removable slatted aluminum grating.
CROSSLAY HOSEBEDS (2.50. PLUMBING)
Provided above the pump panel shall be (1) crosslay hosebed. The
bed to be capable of carrying 200 feet of 2.50. double Jacketed
hose and shall have a 2.50. preconnect line with a 2.50. quarter
turn ball valve terminating with a 2.50. N.S.T. 90 degree swivel.
The crosslay controls shall be at the pump operator's panel.
Stainless steel vertical rollers with nylon bushings shall be
provided on each side of the bed with a stainless steel scuffplate
Installed at the bottom outside edge. Crosslay bed flooring shall
consist of removable slatted aluminum grating.
PUMP AND GAUGE PANELS (Side control)
All pump controls and gauges to be located at the left (driver's)
side of the apparatus and properly marked. Pump panels on both
sides are to be easily removable. The gauge and control panels
shall be two separate panels for ease of maintenance. Polished
stainless steel trim collars to be Installed around all Inlets and
outlets.
All push/pull discharge controls to have stainless steel rods with
a minimum diameter of .50.. The control rods are to pull
straight out of the panel. Controls that pullout at an angle
Page 52
I
/
i '
will not be acceptable. Remote push/pull control rods to be
equipped with universal Joints to eliminate bindIng. Guides for
the push/pull control rods are to be chrome plated castings
securely mounted to the pump panel. Identification tags for the
discharge controls shall be located directly above the control
handle and recessed wIthIn the same castIng as the guide. All
line pressure gauges are to be mounted in indivIdual chrome plated
castings with the Identification tag recessed In the casting below
the gauge. All remaIning identification tags shall be mounted on
the pump panel In chrome plated bezels. Mounting of the castings
and IdentifIcation bezels shall be done mechanIcally, but without
having screw heads or rivet heads visible from the exterior of the
apparatus.
Pump panel controls and gauges to be illumInated by a minimum of
three incandescent lights installed under a polished stainless
steel shield. One pump panel light shall come on when the pump is
shifted into gear from inside the cab. This is to afford the
operator some illumination when first approaching the control
panel. The remaining lights to be actuated from a switch located
on the pump panel.
One light shield assembly shall be provided on the right side pump
panel.
The pump and gauge panels are to be constructed of black vinyl
covered metal to allow easy identification of controls and gauges
Page 53
along with eliminating glare. This black vinyl material is to be
purchased from the metal company with the vinyl bonded to the
metal when delivered to the apparatus manufacturer. A polished
alumnlnum trim molding is to outline the pump panel on both sides
and also the gauge panel.
The side gauge panel shall be hinged at the bottom with a full
length stainless steel hinge. The fasteners used to hold the
panel in the upright position shall be quarter turn type. Vinyl
covered cable or chains are to be used to hold the gauge panel in
the dropped position.
The tags used for denoting the discharge pressure gauges,
controls, outlets and drains shall be color coded with each
discharge having its own unique color.
A pullout platform Is to be provided at the pump operator's
control panel that shall support a minimum of 300 pounds. The top
surface of the platform Is to be bright aluminum treadplate with a
Morton Cass insert. The platform shall be approximately 22.00.
deep and the width of the pump operator's panel. The platform to
lock In the retracted and the extended position.
PUMP PANEL GAUGES AND CONTROLS
The following are to be provided on the pump and gauge panels in a
neat and orderly fashion:
Page 54
Engine 011 pressure gauge
Engine water temperature gauge
Tachometer. electric
Underwriters half engine speed outlet
Master pump drain control
High engine temperature, low coolant Indicator light
An electric water level indicator to be provided on the gauge
panel that registers by means of five individual lights at the
following positions: Full. 3/4, 1/2, 1/4, and Empty. To further
alert the pump operator the empty light must start flashing when
water level drops below the 1/4 mark. The water level indicator
shall utilize magnetically actuated sealed reed switches with no
electrical components coming in contact of tank water. The
indicator shall use twist lock moisture proof connections for
corrosion protection and easier servicing. Indicator lights to be
installed behind a smoked lens housed In a chromed bezel that
matches the style useq for the discharge controls and pressure
gauges.
PRESSURE GAUGES
The pump vacuum and pressure gauges shall be liquid filled. They
Page 55
~
shall be a minimum of 4.50" in diameter and shall have white faces
with black lettering. Gauges are to have a pressure range of
30"-0-600#.
The individual "line" pressure gauges for the 2.50" and larger
discharges shall be liquid filled. They shall be a minimum of
3.50" in diameter and shall have white faces with black lettering.
Gauges are to have a pressure range of 30"-0-600#.
Liquid filled pressure gauges shall also be provided for the
crosslays and 1.5" discharge.
A Hadees hot water heater shall be installed inside the pump
compartment. The controls for the heater shall be located on the
pump operator's panel. The pump compartment shall be enclosed at
the top to retain the heat generated by the heater.
Page 56
ELECTRICAL
All electrical equipment shall be installed to conform to modern
automotive practices. All wiring to be SXL ultra high temperature
crosslink type. Wiring installed by builder to be run in loom or
conduit where exposed, have grommets where wire passes through a
metal plate and shall be protected by automatic reset circuit
breakers which conform to SAE Standards. The breaker shall be
selected to prevent wire damage when subjected to extreme current
overload. Wiring to be color, function and number coded. Main
wiring connections shall be done with Deutsch HD-56 series, water
tight, quarter turn type connectors.
All electrical light switches shall be mounted on a separate panel
installed on the cab instrument panel. A master switch and
Individual switches to be provided to allow preselection of
lights. The light switches are to be "rocker" type with an
internal Indicator light to show when switch is energized. All
switches to be properly Identified and mounted in a removable
panel for ease in servicing. Identification of the switches shall
be done by either printing or etching on the switch panel. All
necessary clearance, market and baCk-up lights along with a
license plate bracket and light must be furnished and shall meet
Federal Government standards. Rear cluster marker lights to be
recess mounted In the rear step flange for protection.
Page 57
A false bulkhead shall be installed in the rear compartments to
protect the lights mounted in the rear bulkheads and all
associated wiring.
A general service manual for the body electrical system shall be
included with the apparatus. This manual shall be complete with
pictures of similiar installation harness layouts, colors,
numbers, sizes of wiring, pin locations and function operation of
wires connected to the Deutsch Junction block. (Exception to this
section is not permitted due to the expected life of unit and
serviceability in future years. A sample manual for our reviewing
may be requested prior to awarding of contract.>
Rear tail/stop/directional lights are to be arrow type housed in a
chrome or stainless steel casing, flush mounted at the rear of the
apparatus.
An electronic audible back-up alarm that actuates when the truck
Is shifted into reverse is to be provided. The back-up alarm
shall adjust its DBA level according to the noise level present at
that time.
Two step lights shall be provided on the front compartment
illuminating the running boards. These lights shall be actuated
with the pump panel light switch.
COMPARTMENT LIGHTING
Page 58
A 6.00" diameter light located at the top of each enclosed
compartment shall be provided. A switch for automatic operation
shall be installed on the hinge side of the compartment door
framing.
OPEN DOOR INDICATOR LIGHT
A flashing red indicator light is to be provided. It shall be
located in clear view of the driver and officer to warn of an open
compartment door.
DECK LIGHTS
A 6.00" Unity AG deck light, located at the rear of aerial, shall
be provided. The light shall be furnished with a halogen flood
bulb.
CAB SPOTLIGHTS
Two Unity 260/280 spotlights, one each side at front of cab, shall
be provided. The spotlights shall be furnished with halogen bulbs.
MAP LIGHT
A goose neck map light is to be Installed on the dashboard
directly across from the officer's seat.
Mounted on rear wall of cab shall be (2) single SL-40 Stream
Lights and two chargers for handheld radio to be installed.
Page 59
AIR HORNS
Two Grover 1501 emergency chrome air horns shall be installed.
The horns to be piped to wet tank utilizing .38" tubing. A
pressure protection valve and a shut-off valve shall be installed
in-line to prevent loss of all air. A lanyard control for the air
horns shall be Installed on the cab roof within reach of the
officer and the driver. The air horns shall be recessed in the
front bumper, one each side.
SIREN <Mechanical)
A Federal Q2B siren to be furnished. Siren Is to be actuated by
a foot switch, one on the officer's side and one on the driver's
side. The siren is to be mounted on the front bumper.
SIREN
A "Code 3" #3766 V-Con MC remote siren with #ADAMPH and #MCBEX
shall be provided. The driver shall have the option to control
the electronic siren or the chassis horns from the horn button by
means of a selector switch located on the instrument panel.
SPEAKERS
Furnished with the siren shall be (2) Federal 100 watt, CP-I00
speakers. The speakers shall be recessed in the front bumper one
each side.
Page 60
lG LIGHT (Cab Roof)
ld on the cab roof shall be two, one on each side, Code "3"
4500 Ilghtbars. Warning light to be provided with red lens
ear lens.
IG LIGHT
:ode 3" Model 4500 lights shall be mounted on cab roof. One
shall be mounted on each side of the cab, facing to the side
! vehicle. The light shall be furnished with red lens and
bulbs.
:ECTION LIGHTS
of Intersection lights shall be located on the front
.e corners of the cab and face perpendicular to the vehicle.
ghts shall be red Whelen Mini-Max lights. The lights shall
nted on bright finish metal bezels. A rocker switch shall
vlded inside the cab on the switch panel for actuation of
ghts.
G LIGHTS (Front)
) Whelen Maxi grille strobes, one red and one white, shall
vlded above headlights.
Page 61
GENERATOR
A cummins Onan 7.5 DKD Genset diesel powered generator will be
provided by purchaser to be Inetalled by bidder,
The generator shall be mounted in the right rear compartment.
A circuit breaker panel shall be installed in the generator
compartment. A directory for each breaker shall be provided
adjacent to the circuit breaker panel. Identification of circuits
shall be done in a durable manner that provides years of service.
Eiectrlc start provisions shall be furnished for the generator
from the chassis battery system.
Wired to the power supply shall be (2) 120 volt 20 amp three wire
twist-lock receptacles NEMA L5-20 with weather resisting cover
located per Fire Department's instructions.
240 VOLT LIGHTING
The apparatus shall be equipped with (2) 4' telescoping
Extenda-Lite Model E-1500 quartz tube flood lights or equivalent
and shall be mounted one each side at rear of cab. Each light head
shall be 240 volt, 1500 watts, draw 6.5 amps and has an output of
35,000 lumens. The light head shall swivel 360 degrees left or
right and tilt up and down. All wiring used shall be a minimum of
14 gauge 3 wire cable that Is properly supported and protected
from InJury.
Page 63
A polished stainless steel guard over the telescoping lights at
the rear of the cab shall be provided. The guard shall be
Installed over the pole to protect It from damage that may be
caused by hose couplings during removal of hose from the crosslay
hosebeds.
ELECTRIC CORD REEL
Furnished with the 110 volt electrical system shall be (1) Hannay
1616-17-18 electric cord reel. The reel shall be mounted in
location to be determined at pre-construction conference.
Provided for electric distribution shall be 200 feet of yellow
12/S electrical cable.
Page 64
. .. .. --- .....--,.--- .......
---., "',,' . ....,...-. --..--...--.,.-.- ,"
- THREE SECTION 75-FOOT AERIAL LADDER -
CONSTRUCTION STANDARDS
The ladder is to be designed and tested with a safety factor of
two to one (2:1) figured on the dead load of the ladder and a live
load of 400 pounds at the tip. A one and one half to one (1.5:1)
stability factor shall also be provided that is in compliance with
the intent of the Occupational Safety and Health Act (OSHA) and
the American National Standards Institute (ANSI). These
capabilities are to be established in an unsupported
configuration.
LADDER CONSTRUCTION
The ladder shall be comprised of three sections and shall extend
to a nominal height of 75 feet above the ground at 75 degrees.
The ladder shall have the capability to support a minimum of 400
pounds at the tip in the unsupported configuration, based upon 360
degree rotation, up to full extension and from -6 degrees to +75
degrees. The ladder will be constructed of certified 46,000 PSI
(minimum) steel or aluminum tubing (ASTMA500 GRB). Each section
shail be trussed diagonally, vertically and horizontally using
seamless 1.00.x2.00" steel or aluminum tubing. All critical
points are to be reinforced for extra rigidity and to provide a
high strength-to-weight ratio. All ladder rungs are to be round
and welded to each section utilizing "K" bracing for torsional
Page 65
rigidity.
The inside width dimensions of the ladder shall be approximately:
-Base Section 33.50'
-Mid-Section 27.75.
-Fly Section 22.50.
The height of the handrails above the center line of the rungs
shall be:
-Base Section 23.00.
-Mid-Section 19.00.
-Fly Section 15.50.
The end of the fly section shall be constructed In a manner that
acts as a nozzle guard and aids in regressing from the ladder.
Each rung shall be covered with a secure, heavy duty, deep
serrated, rubber sheathing. The sheathing shall be easily
replaceable if the rubber becomes worn.
TURNTABLE
The turntable shall be approximately 90.00. in diameter. It shall
have a bright aluminum treadplate cover with a lip around the
circumference covering the support framework underneath. The
turntable shall be lighted by a minimum of three worklights
Page 66
- -'. ...-,_" -'.......,"'....~ ..,- .--~~-.--c'.....-.,..... .:.-.-_,._ '-'__~_""'_ .......\........__.,..,__., ""'. .~.,. '
activated by the aerial master switch.
FOLDING STEPS
One set of folding steps with locks shall be supplied to provide
sufficient footing at the tip of the ladder.
LADDER TRAVEL SUPPORT
A heavy duty ladder rest shall be provided for support of the
ladder in the travel position. On the base section of the ladder,
a stainless steel scuffplate shall be provIded where the ladder
comes into contact with the ladder support.
ELEVATION SYSTEM
Two double acting lift cylinders shall be utilized to provide
smooth precise elevation from 6 degrees below horizontal to 75
degrees above horizontal. The lift cylinders shall have a 6.00.
internal diameter (bore), 2.50. diameter cylinder rod and a 37.00.
stroke. The lift cylinders shall be equipped with integral
holding valves located on the cylinder to prevent the unit from
falling should the charged lines be severed at any point within
the hydraulic system. The lowering of the ladder shall be
controlled by a pressure limiting valve so as to limit the
downward pull of the ladder when it is bedded.
EXTENSION/RETRACTION SYSTEM
Page 67
.. - .--.--......-.,.-. -..~_._......- ........ - ---'.",' ~"
. -. " ,. ~ -. -:. ..., ..--........,_... --'0 -,' ,.._.. .~~-: ..-.y.... , . ,','__', .- . _. . _,_,.., ._ -'_:'". . . .
A full hYdraulic powered extension and retraction system shall be
provided using two sets of siamese hydraulic cylinders and cables.
Each set is to be capable of operating the ladder in the event of
a failure to the other. The extension cylinder shall have a 2.50"
Internal diameter (bore), 1.50' diameter rod and a 60.00' stroke.
Extension and retraction shall be internally limited within the
cylinders, eliminating excess strain on cables, sheaves and the
ladder structure. Each of the cylinders, cables and sheave
assemblies shall be completely independent of the other, so as to
provide a safety factor wherein a failure of one assembly will not
affect the function and operation of the other. The extension
cylinders are to be equipped with counter balance valves to
syncronize the cylinders for smoother operation and prevent the
unit from retracting should the charged lines be severed at any
point within the hydraulic system.
The reeling of the cable shall be such as to provide synchronized,
simultaneous movement of all sections to full extension.
The extension/retraction cables shall be:
-Mid Section .38" diameter with 5760 pound test
-Fly Section .31" diameter with 3920 pound test
All swedge shackle ends shall have a certification test.
Page 68
- - '-__.__"... _.~.- ..._..__~._ - ..._ - "__.. ...,-: ...~.,.,_. "0 . .'~ ~ ~
Nylon wear pads impregnated with molybdenum disulfide are to be
used between the telescoping sections for maximum weight
distribution, strength and smoothness of operation. AdJustment
screws are to be provided on the wear pads to permit proper side
tension.
ROTATION SYSTEM
A 42.00. diameter, external tooth, swing circle bearing shall be
used for the rotation system. The bearing shall have 108 sealed
1.00" ball bearings. The bearing shall provide 360 degree
continuous rotation. The turntable shall be bolted to the bearing
using a minimum of (30) SAE grade 8, .62" diameter bolts. To
secure the bearing to the base support a minimum of (30) grade 8,
.62" diameter bolts shall be used. A hYdraulically drive,
planetary gear box with a drive speed reducer shall be used to
provide infinite and minute rotation control throughout the entire
rotational travel. A spring applied, hYdraulically released disc
type swing brake shall be furnished to provide positive braking of
the turntable assembly. Provisions shall be made for manual
operation of the rotation system should complete loss of hydraulic
power occur. The hydraulic system is to be equipped with pressure
relief valves which will limit the rotational torque to a
non-desctructive power.
TORQUE BOX
Page 69
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A "torsion box" subframe shall be Installed on the chassis frame
rails Integral with the outriggers. The torque box shall be
constructed of .38" steel plate with .50' steel plate overlayed on
each side of the box in the turntable area. The dimensions of the
torque box shall be approximately 43.00' wIde x 26.00' high x
184.00" long. The torque box subframe assembly is to be capable
of withstanding all torsional and horizontal loads when the unit
is on the outriggers. The torque box shall be bolted in place to
the chassis frame rails using a minimum of (16) .62" SAE grade 8
bol ts with nuts.
OUTRIGGERS
One set of extendable outriggers shall be provided for stability
at the rear of the torque box. The Jack cylinders shall be
equipped with integral holding valves which will hold the cylinder
either in the stowed position or the working position should a
charged line be severed at any point within the hydraulic system.
The outrigger controls are to be located on turntable control
panel of the apparatus, arranged so that the operator has full
view of the outrigger being position. All outrigger control
functions shall be operated independently so that the vehicle may
be set up in a restricted area or an uneven terrain. An
electrically actuated diverter valve shall be provided in
Page 70
-~~_._< ~-._.,,,-._':.""'- ...., '..
conjunction with the outrigger controls as a safety device. The
diverter valve shall allow the hYdraulic fluid to flow eIther to
the outrigger circuit or the turntable and ladder circuit, but not
simultaneously. To aid in leveling the unit a bubble type gauge
shall be provided adJacent to the outrigger controls.
An outrigger deployment warning alarm is to be provided at each
side of the bOdy, activated by the outrigger mode. The warning
alarm is to deactivate only when all the outriggers are placed in
the load support configuration.
AUXILIARY OUTRIGGER PADS
A set of two auxiliary pads are to be provided for additional load
distribution on soft surfaces. The pads shall be approximately
24.00. square and constructed of 6061-T6 .38" high strength
aluminum. One aUXiliary pad shall be stored adJacent to each
outrigger.
CRADLE INTERLOCK SYSTEM
A cradle interlock system shall be provided to prevent the lifting
of the aerial from the nested position until the operator has
positioned all the outriggers in a load supporting configuration.
A switch shall be installed at the cradle to prevent operation of
the outriggers once the aerial has been elevated from the nested
position.
PAGE 71
,~- . '
LOAD ALARM
An audible alarm with a DBA level no less than 100 shall be
provided at the control console to alert the operator should the
load limitations of the ladder be exceeded. The alarm shall only
notify the operator of the condition but in no way restrict the
further operation of the ladder.
OUTR I GGER ALARM
An electronic warning device (90 DBA minimum) shall be provided
near each outrigger to warn personnel that the outriggers are
being deployed. The alarms shall activate when the diverter
swItch is placed to the outrigger position. Each alarm shall
cease when Its outrigger is in a load bearing configuration.
OUTRIGGER SCENCE LIGHTS
To Illuminate the area around the outriggers, a clear flOOdlight
shall be provided at each outrigger. The lIght shall be a minimum
of 4.00" diameter and shall be activated by the aerial master
swi tch.
OUTRIGGER WARNING LIGHTS
One 4.00" diameter red flaShing warning light shall be flush
mounted in each outrigger cover panel. These warning lights shall
be activated by the aerial master switch.
Page 72
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One 67.00' diameter, double faced red flashing warning light shall
be mounted below each outrigger facing to the rear and front of
the truck. These lights shall be activated by the aerial master
switch.
CONTROL STATION
A control station is to be located at the rear of the apparatus on
turntable control panel in an easily accessible area. The control
panel must be illuminated for night time operation.
The following items shall be furnished at the console. They are
to be clearly identified and conveniently located for ease of
operation and viewing:
-Individual Outrigger Down Indicator Lights
-Manual Override with Indicator Light
-Aerial PTO Engaged Indicator Light
-High Idle Switch with Indicator Light
-Emergency Hydraulic Pump Control with Indicator Light
-Outrigger/Aerial Diverter Control with Indicator Lights
Page 73
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A water tight compartment shall be furnished behind the control
panel and contain the aerial circuit breakers, interlock
components and control cIrcuit distribution terminals.
TURNTABLE CONTROL CONSOLE
The turntable control console shall be located on the left hand
side of the turntable facing the ladder tip. The console shall be
illuminated for night time operation.
Three handles for the ladder functions (elevate, rotate, extend)
are to be provided at the console. They are to be capable of
being operated independently or simultaneously. The starting or
stopping of anyone control shall not affect the movement speed of
the other controls when they are being used simultaneously.
A Systems Engagement Control shall be provided at the console that
energizes the hydraulic system for the ladder functions. An
automatic throttle switch shall be attached to the systems
engagement con~rol that advances the engine speed to a preset RPM
when the engagement control is in the "ON" position. In the 'OFF.
position, the engine speed shall return to the normal idle RPM and
the hydraulic system shall be de-energized.
The following items shall be provided at the control console.
They shall be clearly identified and conveniently located for ease
of operation and viewing:
Page 74
-Emergency Pump Switch with Indicator Light
-Control Panel Light Switch
-Ladder Tracking Lights Switch
-Ladder Tip Light Switch
-A Systems Pressure Gauge
-A Ladder Load Gauge
-Rung Alignment Indicator Light
-Intercom with Controls
POWER TAKE-OFF / HYDRAULIC PUMP
The apparatus shall be equipped with a power take-off (PTO) ,
driven by the chassis transmission and actuated by an electrIc
shift located inside the cab. The PTO which drives the hydraulic
pump shall be capable of meeting all the requirements for the
aerial unit operations. The hydraulic shall operate at a nominal
32 gallons per minute, at flows up to 2,200 PSI. An amber
indicator light shall be installed on the cab instrument panel to
notify the operator that the PTO is engaged.
Page 75
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An interlock must be provided that allows operation of the aerial
PTO shift, only after the chassis spring brake has been set and
the transmission has been either placed in the neutral position or
in the drive position with the driveline to the rear axle
disengaged.
HYDRAULIC SYSTEM
The tubing and hoses used in the hydraulic system shall be high
pressure rated with the tubing having a minimum burst pressure of
9,600-17,400 PSI and the hoses being a minimum of 8,000-13,000
PSI.
The hydraulic oil tank shall have a minimum capacity of 34
gallons. A dipstick shall be provided to check the oil level.
The oil fill is to be in an easily accessible area and
conspicuously marked "HYDRAULIC OIL". The oil fill shall be
furnished with a cap that will act as a ventilator to provide
clean fresh air into the oil tank and a 40 micron filter to
provide positive protection from contaminates. A magnetic drain
plug shall be provided in a low point of the oil tank. An easily
accessible 10 micron replaceable oil filter shall be installed on
the hydraulic oil tank. The hydraulic oil tank shall be furnished
with two pick-up tubes, one pick-up tube shall be used for normal
operation and the other shall be reserved for emergency
Page 76
operations. The emergency pick-up tube shall extend further down
into the oil tank to provide for some reserve oil in case a
hydraulic line is broken. Both pick-up tubes shall have a 200
mesh filter.
The hydraulic system shall be supplied by a pressure compensating,
variable gallonage type pump. The pump shall provide adequate
fluId volume to allow all ladder functions to operate
simultaneously, without loss of speed. The pump shall supply oil
only when the ladder is in motion, thereby preventing overheating
of the hydraulic oil. When the hydraulic pressure reaches a
preset level, the pressure compensating feature of the pump shall
discontinue any flow into the system.
The hydraulic system shall be protected from possible hydraulic
pump malfunctions by a relief valve whIch will route the excess
oil into the oil tank when the pressure in the hydraulic system
exceed 2,400 PSI. The hydraulic control valves shall be plumbed
to a pressure relief valve to protect them from hIgh pressure.
LOAD SENSING SYSTEM
There shall be two pressure gauges at the control console, one
showIng the system hydraulic pressure and one to indicate the
ladder load. The gauge indicating the ladder load shall provide
the operator with a continuous "read-out" of the ladder load
relative to the maximum rated capacity.
Page 77
EMERGENCY PUMP
The apparatus shall be equipped with an emergency hYdraulic pump
that is electrically driven from the truck batteries. The
emergency pump is to be capable of limited ladder functions to
stow the unit in case of a prime mover failure. A control switch
for the emergency pump Is to be installed at the outrigger control
panel and at the turntable control console. The control is to be
a spring loaded momentary switch. A red indicator light shall be
located adjacent to each switch to indicate activation of the
emergency pump.
HYDRAULIC SWIVEL
The aerial ladder shall be equipped with a hydraulic swivel which
will connect the hydraulic lines from the hydraulic pump and
reservoir to the aerial control bank. The hydraulic swivel shall
allow for 360 degree continuous rotation of the aerial with no
loss of speed or capacity in its functions.
ELECTRIC SWIVEL
The ladder shall be equipped with an electric swivel to allow 360
degrees rotation of the aerial while connecting all electrical
circuits through the rotation point. A minimum of 12 collector
rings shall be provided.
Page 78
MANUALS
The aerial manufacturer shall provide two operator maintenance
manuals and two wi~ing diagrams pertaining to the aerial device.
TOOLS
Any special tools required for maintenance of the aerial device
shall be provided by the bidder.
TRAINING
A training engineer shall be provided by the manufacturer of the
aerial apparatus. The training engineer shall instruct the fire
department personnel in the operation and maintenance of the
aerial device for a period of no less than three days.
INSPECTION CERTIFICATE
A third party inspection certificate for the aerial device shall
be furnished upon delivery of the aerial device.
COMMUNICATION SYSTEM
A three-way communication system shall be furnished between the
aerial tip, the turntable operator's position and the pump
operator's panel. The communication speaker at the tip shall
require no operator attention to transmit or receive. The
transmItting and receiving volume cont~ols are to be located at
the turntable operator's position.
Page 79
WATER SYSTEM
A waterway system shall be provided consisting of the followIng
components and features:
A 4.50. outside diameter pipe connected to the water supply on one
end and to a water swivel at the rotation point of the turntable.
. The water swivel shall allow the ladder to rotate 360 degrees
continuously while flowing water.
A 4.00" inside diameter pipe waterway swivel is to be routed
through the rotation point swivel up to the heel pin swivel. The
heel pin swivel shall allow the water to flow to the ladder pipe
while elevating the aerial ladder from -6 degrees to 75 degrees.
The heel pIvot shall not be Integral with the waterway swivel at
any point. The waterway design shall allow servicing of the
wterway swivel without havIng to disturb the heel pivot pin.
The integral telescopic water system shall consist of a 4.00'
outside diameter steel pipe in the base section, a 3.50" outside
diameter pipe in the mid-section and a 3.00" outside diameter pipe
in the fly section. The telescopic water pipes shall be
galvanized steel pipe with the outside perimeter ground to a
smooth finIsh and then chrome plated.
The rotational torque shall have adequate power to rotate the
ladder Into a full 1000 gallon per minute water stream directed at
90 degrees to the side while maintaining a 400 pound tip load.
Page SO
The aerial shall be capable of discharging up to 1000 GPM at 100
PSI parallel to the ladder and 90 degrees to each side of center
while maintaining a 400 pound tip load.
One Akron model 3478 monitor with a 1000 GPM varible stream nozzle
shall be provided. The monitor's functions shall be controlled
electrically from two separate locations. One control shall be
located at the control console and the other at the ladder tip.
The aerial waterway pressure gauge shall have a removable face
with a recalibration screw and shall be a minimum of 3.50. in
dIameter. The face to be white wIth black lettering. Gauge to
have a pressure range of 30"-0-600#.
SPOTLIGHTS
Four 1500watt tube flood lIghts, 240 volt, shall be furnished.
The two "tracking lights" are to be mounted on the base section of
the ladder, one each side and the two .tip lights. are to be
mounted on the tip of the ladder, one on each side. The lights
are to be mounted below the handrail height so as not to increase
the overall height of the unit. Individual master switches with
appropriate identification labels shall be provided for the
"tracking lights" and "tip lights" in addition to the on/off
switch located on the light itself.
Page 81
WHEEL CHOCKS
Two pair of wheel chocks shall be provided with the apparatus that
are mounted in underbody brackets in an easily accessible
location.
One bag of chrome, stainless steel or cadmium plated screws, nuts,
bolts and washers, as used in the construction of the unit, shall
be provided to the purchaser.
Page 82
PAINT
All exposed metal surfaces not chrome plated, polished stainless
steel or bright aluminum treadplate shall be thoroughly cleaned
and prepared for painting. The aluminum surfaces shall be
properly etched using a high pressure and high temperature acid
etching system. All steel surfaces shall be properly treated
using a 3 phase high temperature cleaning/phosphatizing system.
All irregularities in painted surfaces shall be rubbed down and
all seams shall be caulked before the application of the finish
coat. Both the cab and body shall be painted.
All removable items such as wheels, brackets, compartment doors,
door hInges, trim, etc., shall be removed and painted separately
to insure finish paInt behind all mounted items. Body assemblies
that cannot be finished paInted after assembly are to be finished
painted before assembly. Both aluminum and steel surfaces to be
painted shall be prImed with a two component chromate primer whIch
is compatible with the finish coat.
The top area of the cab to be finish painted black with the
balance painted red, Dupont 97902U. The paint shall be a high
quality urethane topcoat with a surface gloss of no less than 90
percent measured on a 60 degree geometry.
Prior to reassembly and reinstallation of lights, handrails door
Page 83
hardware and any miscellaneous items, an isolation tape or gasket
material must be used to prevent damage to the finish painted
surfaces.
Interior of compartmentation shall be painted with a gray spatter
type paint.
All aerial device components above the rotation point that are not
chrome plated. bright aluminum treadplate or stainless steel shall
be painted. The area to be painted shall be sanded to remove any
metal flakes and smooth any rough surfaces. All surfaces that are
to be painted shall be phosphatized to remove metal impurities,
aid paint adhesion and inhibit rust. The components shall be
prime painted with an epoxy primer and finished painted with a
durable, high gloss white polyurethane paint. The support
structure and components below the rotation point to be painted
high gloss black. The outrigger beams are to be painted silver
aluminum. The tip of the ladder shall be painted bright
florescent orange.
One pint of touch-up paint of each color shall be provided by
bidder.
LETTERING
Genuine gold leaf lettering, approximately 3.00" high shall be
provided. All gold leaf shall be totally encapsulated between two
Page 84
layers of clear vinyl. The gold leaf used shall be genuine 22
karat. The gold leaf shall come with a 3-year warranty against
fading or deterioration.
Lettering on the front door, both sides, to state:
ANDOVER
FIRE DEPT.
A maltese cross comprised of genuine gold leaf shall be provided
on each side of the apparatus on the rear doors. All gold leaf
shall be totally encapsulated between two layers of clear vinyl.
The gold leaf used shall be genuine 22 karat. The gold leaf shall
come with a 3-year warranty against fading or deterioration.
A white Scotch-Lite band shall be provided around the apparatus at
headlight level. The band shall consist of three separate
stripes. A 1.00" stripe on the top with a 1.00' gap then a 6.00'
stripe In the middle with a 1.00' gap and a 1.00" stripe at the
bottom.
Page 85
ALTERNATE BIDS
All bidders are requested to provide pricing on the following
items. priced separately. These items should not be Included in
the bid price, but may be added if funding is available.
1. Stainless steel booster tank of 400 gallon
capacity (bidder required to state
spec if i cat! ons)
2. PULL-OUT TRAY A sliding tray with a
minimum capacity of 200 pounds in the
fully extended position shall be installed
in the right rear compartment. Slides
shall be equipped with ball bearings for
ease of operation.
3. GENERATOR The generator shall be mounted
in the right rear compartment on a sliding
tray. The slides used for the tray are to
be ball bearing type with a capacity rating
matched to the weight of the generator.
Locking mechanisms shall be provided for
holding the generator in the extended and
stored positions. A stainless steel
scuffplate shall be furnished on the inside
door pan where the generator or tray could
come into contact.
4. Electronic transmission HT 741
5. LOOSE EQUIPMENT - the fOilowing equipment shall be furnished
complete with any necessary mounting bracks:
- (7) 100' sections of Angus 5" hose with
storz couplings
-(1) 50' section of Angus 4" hose with
4" storz couplings
(1) 4-1/2" NST female x 5" storz adapter
(1) 4" storz x 5" storz adapter
(Alte~nate Bids, Continued)
(1) 1-1/2" t~l-lok ho I de~
(1) 2-1/2" tri-lok holder-
(1) 42" bolt cutter-
(1) fiberglass handle, pickhead axe wi th
pick cover to be mounted at ladder- tip
(1) fiber-glass handle, flathead axe wi th
blade shield
(1) fiber-glass handle, pickhead axe with
pick cover
(1) 20# dr-y chemical extinguisher-
- (1) 15# Badger C02 extinguisher- with
mounting br-acket
(2) pompier belts, one medium and one lar-ge
(1) Elkhar-t B95-A siamese
Dr-i-Dek
(1) sets of four- stor-z wr-ench with
mounting br-acket
- (2) sets of hydr-ant/spanner- wr-enches
wi th bracket
- (8) 50' sections of Ponn Supr-eme
1-1/2" fire hose
- (1) 5" storz by 2-1/2" NST male adapter-
wi th chrome 2-1/2" cap
(Alte~nate Bids, Continued)
- (4) 50' sections of Ponn Supreme
2-1/2" fire hose
- (1) 5" storz x 5" male NST adapter
- (3) Akron #1720P 1-1/2" nozzles with
pistol grip
- (2) sets of 2-1/2' double male and
female adapters with mounting brackets
(4) 2-1/2" 30 degree chrome elbows
- (2) Akron #2730 2-1/2" NST nozzles with
playpipe
- (1) 4-1/2" NST male x 4" storz adapter
'. - ..' :"'.,. ..-.-.
SPECIFICATIONS FOR: 1250 GPM pumper on a custom six-man chassis,
Unit #1
INTENT OF SPECIFICATIOHS
It is the Intent of these specifications to cover the furnishing
and delivery to the purchaser a complete apparatus equipped as
hereinafter specified. With a view to obtaining the best results
and the most acceptable apparatus for service in the Fire
Department, these specifications cover only the general
requirements as to the type of construction and test to which the
apparatus must conform, together with certain details as to
finish, equipment and appliances with which the successful bidder
must conform. Minor details of construction and materials where
not otherwise specified are left to the discretion of the
contractor, who shall be SOlely responsible for the design and
construction of all features. All equipment or components, unless
omitted. shall be in compliance with the current National Fire
Protection Association Pamphlet 1901, 1902, 1903, and 1904 as
applicable for Motor Fire Apparatus.
Bids will only be considered from companies which have an
established reputation in the field of fire apparatus construction
and have been in business for a minimum of 20 years.
Page 1
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Each bidder shall furnish satiSfactory evidence of his ability to
construct the apparatus specified, and shall state the location of
the factory where the apparatus is to be built. He shall also
show that he is in position to render prompt service and to
furnish replacement parts for said apparatus.
Each bid shall be accompanied by a set of .Contractor's
Specifications. consisting of a detailed description of the
apparatus and equipment proposed and to which the apparatus
furnished under contract must conform. These specifications shall
indicate size, type, model and make of all component parte and
equipment. A blueprint of the actual truck to be built shall be
provided with the bid.
BOTH CHASSIS AND BODY MUST BE BUILT IN THE UNITED STATES OF
AMERICA OR BID WILL BE REJECTED IMMEDIATELY WITH NO FURTHER
EXPLANATION GIVEN OR REQUIRED.
The bidder must carry adequate insurance to cover any damage to
the unit which may occur while in the possession of the bidder.
QUALITY AND WORKMANSHIP
The design of the apparatus must embody the latest approved
automotive engineering practices. The workmanship must be of the
highest quality in its respective field Special consideration
Page 2
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will be given to the following points: Accessibility of the
various units which require periodic maintenance operations, ease
of operation (including both pumping and driving) and symmetrical
proportions. Construction must be rugged and ample safety factors
must be provided to carry loads as specified and to meet both on
and off road requirements and speed conditions as set forth under
"Performance Tests and Requirements.. Welding shall not be
employed in the assembly of the apparatus in a manner that will
prevent the ready removal of any component part for service or
repair. All steel welding shall be done to American Welding
Society Dl.1-83 for structural steel welding. All aluminum
welding shall be done to American Welding Society and ANSI D1.2-83
for structural welding of aluminum. Flex cord arc welding to use
alloy rods type 7000 American Welding Society standards
A5.20-E70Tl. The manufacturer is required to have an American
Welding Society certified welding inspector in plant during
working hours to assure good quality.
WARRANTY
The following minimum warranty to be furnished with each bidder's
proposal and printed on company form:
We warrant each new piece of Fire and Rescue Apparatus to be free
from defects in material and workmanship under normal use and
service for a period of one year. Our obligation under this
warranty is limited to repairing or replacing, as the company may
Page 3
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elect, any part or parts thereof which shall be returned to us
with transportation charges prepaid and as to which examination
shall disclose to the company's satisfaction to have been
defective, provided that such part, or parts shall be returned or
replaced free of charge and WITHOUT CHARGE FOR INSTALLATION to the
original purchaser. This warranty will not apply: 1. To normal
maintenance services or adJustments. 2. To any vehicle which
shall have been repaired or altered outside of our factory in any
way so as, in our Judgment, to affect its stability, nor which has
been subject to misuse, negligence, or accident, nor to any
vehicle made by us which shall have been operated at a speed
exceeding the factory rated speed, or loaded beyond the factory
rated load capacity. 3. To commercial chassis and associated
equipment furnished with chassis, sIgnaling devices, generators,
batteries, or other trade accessories inasmuch as they are usually
warranted separately by their respective manufacturers. This
warranty Is in lieu of all other warranties, expressed or implied,
all other representations as to the original purchaser and all
other obligations or liabilities, including liability for
incidental or consequential damage on the part of the company. We
neither assume any other warranty or liabilIty on the company's
behalf unless made or assumed in writing by the company.
DELIVERY
Apparatus, to insure proper break in of all components while still
Page 4
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under warranty, SHALL BE DELIVERED UNDER ITS OWN POWER - rail or
truck freight is not acceptable. A qualified delivery engineer
representing the contractor shall deliver the apparatus and remain
in the City a sufficient length of tIme to Instruct the Fire
Department personnel in the proper operation, care and maintenance
of the equipment delivered.
Delivery date shall be: 12 months after bid is awarded
INFORMATION REQUIRED
The manufacturer must supply at time of delivery, complete
operation and maintenance manuals covering the complete apparatus
as delivered.
PERFORMANCE TESTS AND REQUIREMENTS
A road test will be conducted with the apparatus fully loaded and
a continuous run of ten (10) miles or more will be made under all
driving conditions, during which time the apparatus shall show no
loss of power or overheating. The transmission drive shaft or
shafts, and rear axles shall run quietly and be free from abnormal
vibration or noise throughout the operating range of the
apparatus.
A: The apparatus, when loaded, shall have not less than 25% nor
more than 40% of the weight on the front axle, and not less than
60% nor more than 75% on the rear axle.
B: The apparatus must be capable of accelerating to 30 mph from a
Page 5
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standing start within SO seconds on a level concrete highway
without exceeding the maximum governed rpm of the engine.
c: The service brakes shall be capable of stopping fully loaded
vehicle in 30 feet at 20 mph on level concrete highway.
D: The apparatus, fully loaded, shall be capable of obtaining a
speed of 65 mph on a level concrete highway with the engine not
exceeding its governed rpm (full load.)
FAILURE TO MEET TEST
In the event the apparatus fails to meet the test requirements of
these specifications on the first trials, second trials may be
made at the option of the bidder within thirty (30) days of the
date of the first trials. Such trials shall be final and
conclusive and failure to comply with these requirements shall be
cause for rejection. Failure to comply with changes as the
purchaser may consider necessary to conform to any clause of the
specifications within thirty (30) days after notice is given to
the bidder of such changes shall also be cause for reJection of
the apparatus. Permission to keep or store the apparatus in any
building owned or occupied by the purchaser or its use by the Fire
Department during the above specified period with the permission
of the bidder shall not constitute acceptance.
LIABILITY
Page 6
The bidder, if his bid is accepted, shall defend any and all suits
and assume all lability for the use of any patented process,
device, or article forming a part of the apparatus or any
appliance furnished under the contract.
SPECIFICATIONS BID REQUIREMENTS
Each bidder must indicate in the "Yes/No" column if theIr bid
compIles on each item specified. Exceptions will be allowed if
they are equal to or superior to that specified and provIded they
are listed and fully explained on a separate page.
(PROPOSALS TAKING TOTAL EXCEPTION TO SPECIFICATIONS WILL NOT BE
ACCEPTABLE)
Also, bidders must submit a detailed proposal. A letter only,
even though written on a company letterhead, is not sufficIent.
We must be able to study, evaluate and compare. BId proposals
must be submitted in the same sequence as specifications for ease
of checkIng compliance. An EXCEPTION to these requirements WILL
NOT BE TOLERATED.
GENERAL CONSTRUCTION
The apparatus shall be desIgned with due consideration to
distribution of load between the front and rear axles. WeIght
balance and distribution shall be in accordance with the
Page 7
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recommendations of the International Association of Fire Chiefs
and National Fire Protection Association (or American Insurance
Association).
BOND
Each bid to be accompanied by a Bid Bond In the amount of 10% of
bid price. Bid Bond to be furnished by the company who will build
the apparatus proposed. Bid Bonds by salesmen or agents of the
manufacturer are not acceptable. Bids must remain firm for a
period of 30 days. An exception to thIs requirement will not be
tolerated. The successful bidder shall furnish a 100% Performance
Bond within 30 days after notification of award of contract.
Performance Bond to be furnished by the company who will build the
apparatus proposed. Performance Bond by salesman or agents of the
manufacturer are not acceptable. An exception to this requirement
wIll not be tolerated!
APPROVAL OF DRAWINGS
A blue print must be aproved by the Fire Department prior to any
metal being sheared or cut for the unit. The Fire Department, the
manufacturer's representative and the apparatus manufacturer shall
each have a copy of this blue print. This blue print shall then
become a part of the total contract. Drawing must show, but not
limited to such Items as the chassis being utIlIzed, lIghte,
horns, sirens, all compartment locations and dimensions, special
Page 8
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discharges, etc. Blue print is to be a visual interpretation of
the unit as it is to be supplied.
Page 9
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-,
CHASSIS
Chassis provided shall be a new, tilt type custom fire apparatus.
The Chassis shall be designed and manufactured for heavy duty
service with adequate strength and capacity for the intended load
to be sustained and the type of service required. The chassis is
to be the manufacturers first line six man cab with totally
enclosed crew cab.
The GVW rating shall be adequate to accommodate intended load and
type of service required.
Wheelbase of chassis shall be no greater than 185".
FRAME
The chassis frame is to be built with two steel channels bolted to
six cross members. The side rails to be of heat treated steel
measuring 10.13"x3.5"x.38". Each rail to have a section modulus
of 17.41, a a yield strength of 110,000 PSI and a resisting
bending moment of 1,915,540 pounds. Chassis frame rails are to
be formed at front to allow for engine installation without
notching frame flanges.
THE FRAME RAILS SHALL BE WARRANTIED FROM CRACKS AND FAILURE FOR
THE LIFE OF THE VEHICLE.
FRONT AXLE
Front axle to be a Reverse Elliot "I" beam type with Inclined king
pins. Rockwell Standard Model axle FL-941 with a rated capacIty
Page 10
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of 16,540 pounds. Turning angle to be 40 degrees or greater.
Heavy duty telescoping shock absorbers are to be provided on the
front axle.
Oil seals with a viewing window are to be provided on the front
axle.
REAR AXLE
The rear axle to be a Rockwell RS-24-160 or equivalent with a
capacity of 24,000 pounds at the hub. The single reduction
differential shall have a 4.10 to 1 ratio which shall provide an
approximate top speed of 65 M.P.H. at governed revolutions per
minute.
Five-year axle warranty shall be provided with the apparatus.
Rear axle shall be furnished with 011 seals.
SUSPENSION
Front springs to be semi-ellIptical, 3.50"x52.00. 10 leaf,
constant rate type with a ground rating of 17.500 pounds.
Rear springs to be semi-elliptical, 3.00"x52.00", 11 leaf main
with a ground of 24,000 pounds. Spring hangers to be castings
with provisions for lubrication. The grease fittings to be 90
degree type and shall be accessible without removing the wheels or
cutting any sheet metal. Two top leaves to wrap the forward
spring hanger pin and the top leaf to wrap the rear spring hanger
Page 11
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pin on both the front and rear suspensions.
BRAKES
The service brake system is to be full air type by
Rockwell-Standard or equivalent. Front brake shall be DISC type
with automatic slack adJusters, and DISC type at the rear with
automatic slack adjusters.
The system is to meet or exceed current FMVSS-121 requirements.
Other components or accessories are to be as follows:
30 square Inch front brake chambers
30 square inch rear brake chambers
16.1 CFM air compressor
Bendix-Wesinghouse dual brake treadle valve
Heated automatic moisture eJector
(3) Brake Reservoirs, one 836 cu.in. and two 1454 cu. in.
Air indicator with red warning light and alarm
(on cab instrument panel)
- MGM spring set parking brake system
Page 12
ParKing braKe operated by a Bendix-Westinghouse PP-l control valve
A "Parking Brake On" indicator light on instrument panel
Bendix-Westinghouse SR-l valve for operation of the spring brake
(in event rear brake air is lost)
Bendix-Westinghouse AD-9 air dryer
Nylon brake lines wrapped in loom and color coded.
ENGINE
The chassis Is to be powered by a Detroit Diesel engine as
described below:
MODEL: 6V92TA "DDEC" (Electronic Controlled)
NUMBER OF CYLINDERS: 6
BORE AND STROKE: 4.84.x5.00"
DISPLACEMENT: 552 cu. inches
RATED BHP: 400 at 2100 RPM
TORQUE: 1350 at 1350 RPM
COMPRESSION RATIO: 18.0:1
GOVERNED RPM: 2100
Standard EqUipment on the engine to include the following:
AIR CLEANER: Farr or equal
Page 13
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AIR COMPRESSOR: Midland 16.1 CFM
EXHAUST: single on right side, ahead of rear wheels
DUAL FUEL FILTERS: with check valve
GOVERNOR: electric
INJECTORS: cam operated, unit type, clean tip
LUBE OIL COOLER
LUBE OIL FILTER: full flow
STARTING MOTOR: 12 volt
TURBOCHARGER
AFTERCOOLED
Engine shall carry a five-year warranty provided by the engine
manufacturer.
COOLANT LINES
All engine coolant lines to be silicone hoses with compatible
fittings. The engine with hoses shall have a coolant capacity of
approximately 29 quarts.
ENGINE HOOD
The engine Is to be easily accessible and capable of being removed
with the cab tilted. Provisions for checking and adding to the
engine fluid levels shall be placed at .the rear of the engine
accessible without raising the cab. Engine hood to be constructed
of .125" aluminum and shall be tapered at top to allow for more
driver and passenger elbow room. For heat protection and reduCing
Page 14
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engIne noise, the engine hood shall be sprayed with a urethane
foam insulator underneath and have a polyester film facIng with a
barrIer layer on the outside surface. Any additional noIse
packages available shall be listed as options.
A removable panel shall be furnished in the rear compartment for
access to the fuel tank.
FUEL TANK
A fifty gallon (minimum) fuel tank to be provided and mounted at
rear of chassis. The tank to be constructed of 12 guage, hot
rolled steel. It is to be equipped with swash partition and vent.
A .75. drain plug shall be provided in a low point of the tank for
drainage. A fill inlet to be located on driver's side of bOdy and
covered with a hinged, spring loaded, stainlees steel door that Is
marked "Diesel Fuel Only".
Servicing the fuel tank pick up tubes and fuel gauge sending unit
shall be accomplished without draining fuel or dropping tank.
DRIVELINE
Drivelines are to have a heavy duty metal tube and be equipped
with Spicer 1800 series universal Joints. The shafts are to be
dynamically balanced before installation. A splined Slip joint is
to be provIded.
TRANSMISSION
An Allison HT740 4-speed torque converting automatic transmission
Page 15
_..:.- u',,,:-{... ~
to be provided. Shift module to be mounted to right of driver on
console. Shift position indicator to be Indirectly lit for after
dark operation. A transmission temperature gauge with red light
and buzzer to be installed on cab dash.
Ratios of the transmission to be:
1st - 3.69 to 1.00
2nd - 2.02 to 1.00
3rd - 1.39 to 1.00
4th - 1.00 to 1.00
R - 6.04 to 1.00
A transmission oil cooler shall be provided in the lower tank of
the radiator.
The transmission lock-up for the fire pump operation is to engage
with the pump shift control located Inside the cab. A second
switch for the lock-up will not be acceptable.
STEERING
Steering shall be the Ross HFB-70 Integral heavy duty power
steering with a Vickers V20F gear driven hydraulic pump with
integral pressure and flow control. The steering wheel shall be
padded and 20.00" in diameter.
The steering column is to be capable of extending a minimum of
Page 16
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3.00" and tilt up and down 20 degrees. The front axle shall be
equipped with a Ross power assist cylinder to aid in the steering
of the apparatus.
TIRES
Each tire shall be balanced before it is installed on the
apparatus to assure proper road handling.
Front tires to be Goodyear 31S/80R22.S0, 18 ply G291 tread mounted
on 22.S0"x9.00. steel disc type wheels with a 10 stud 11.2S. bolt
circle.
Rear tires to be Goodyear or Michelin 12R22.S0, 16 ply mud and
snow tread mounted on 22.S0.x8.25" steel disc type wheels with a
10 stud 11.2S" bolt circle.
MUD FLAPS
Mud flaps shall be installed behind the front and rear wheels of
the apparatus.
CAB (TOTALLY ENCLOSED)
The cab is to be designed speCifically for the fire servIce and
manufactured by the chassis builder out of S052-H34.12S. aluminum
welded to extruded aluminum framing.
The cab is to be approximately 96.00. wide and have an approximate
over all height of 97.00" wi th 6.00" to 8.00" of headroom inside
the cab and canopy. Cab to have 6-point rubber mounting and shall
Page 17
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be tilted by an air over hydraulic pump with a manual override
connected to two cab lift cylinders. Cab is to be locked down by
a two point automatic locking mechanism that actuates after the
cab has been lowered. The tilt cab and non-tilting crew cab
section shall be mounted on a separate subframe before
Installation to the main truck frame to Insure the alignment of
these two components. An aircraft type door seal shall be placed
between the two parts to keep out air and dirt. The seal will
automatically inflate and deflate with the operation of the cab
Ii ft mechanism.
The cab access steps shall be 12.00. deep and Inside the door, not
subJect to the weather. A 20.00" handrail shall be provided
adjacent to all door openings for assistance. Cab doors shall be
approximately 35.00" wide by 65.00. high and the crew cab doors
shall be approximately 28.00" wide by 65.00" high for entry.
There shall be double automotive type rubber seals around the
perimeter of the door to insure a weather tight fit. The cab and
crew cab doors are to be constructed of aluminum and shall contain
a conventional roll down window. A flush mounted, chrome plated
paddle type door handle to be provided on the exterior of door
with a latch type handle on the inside. Door hinge to be a
stainless steel piano type with .25" pin.
The cab and crew cab floors to be bright aluminum treadplate. A
Page 18
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forward drop down portion of the headliner is to be provided for
access to all possible cab roof wiring. Cab door panels are to be
removable without disconnecting door and window mechanisms. Full
circular inner fender liners in the wheel wells shall be provided.
The outside rear wa] r of the crew cab shall be covered wi th a
bright aluminum treadplate panel.
A radio compartment shall be provIded below the officer's seat.
The compartment shall be approximately 18.00" deep, 16.00. across
and 5.00" high. A drop down door wIth a chrome plated lift and
turn latch shall be provided for access into the compartment.
A curved, safety glass windshield that is tinted shall be
provided that has over 2754 square inches of clear viewing area.
Cab windshield to have bright trim inserts in the rubber molding
holding the glass in place.
The rear wall of the crew cab shall have two windows, each being
6.00" wide x 15.50" high.
Two sliding rear windows shall be furnished insIde the cab to
allow visual and audio communIcation with the crew cab passengers.
WINDSHIELD WIPERS
The windshield shall be furnished with two separate windshield
wipers that are electrically controlled and meet or exceed the
Page 19
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current FMVSS requirements. Each windshield wiper shall be
furnished with a washer that is actuated with the wiper control.
PUMP ACCESS PANEL
An access panel shall be prOvided in the rear wall of the cab for
access to the pump.
TRIM
Stainless steel fenderettes to be installed at cab wheel openings.
A band of patterned stainless steel trim is to be installed across
the front of the cab, from door hinge to door hinge.
CAB LIFT
An air over hydraulic pump shall be installed for raiSing and
lowering the cab. The pump is to have a manual override for
backup in the event air is not available. The control shall be
located to the rear of the driver's door with an enclosed
compartment.
MIRRORS
Deluxe Vel-Vac stainless steel mirrors with 6.50.xl0.00" flat and
6.00"x6.50' convex sections to be mounted one each side on cab
doors.
BUMPER
A one piece stainless steel bumper, 10.00" high to be attached to
the front of the frame with a 8.00" channel mounted directly
behind the bumper for additional strength. The bumper is to be
Page 20
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extended approximately 19.00.. Bright aluminum treadplate shall
be fitted between the bumper and the cab face.
A hose compartment with a minimum capacity for 100' of 1.75" hose
shall be provided on right corner of the f~ont bumper extension.
The compartment shall Include drain holes and grating for aeration
of hose.
TOW HOOKS
Two chromed steel tow hooks to be installed under the bumper and
attached to the front frame members.
CAB INTERIOR
A padded, sound absorbing cab dash shall be provided with material
matching that used on the inside door panels. Headliners are to
be provided in the cab and crew cab, constructed of sound
absorbing material installed on either an aluminum sheet or
plYWOOd.
GRAB HANDLE
A chromed grab handle shall be mounted on the instrument panel
across from the officer's seating position. The grab handle shall
be securely mounted in a location that is helpfUl for entering the
cab.
CAB HEATER
Inside the cab a 48,000 BTU fresh air heater and defroster wi th
two speed blower and temperature control shall be provided. The
Page 21
heater shall be mounted on the floor.
CREW CAB HEATER
An auxiliary heater with approximately 42,000 BTU is to be
provided inside the crew cab with controls located adJacent to the
heater.
SEATING
A Bostrom 70S adJustable air ride driver's seat and a Bostrom
companion passenger's seat shall be provided in the cab for two
fire fighters.
Inside the crew cab a 90.00. wide bench seat shall be provided to
comfortably accommodate four more passengers. Bench seat will be
designed to provide additional storage under seat.
The crew cab seats shall not be located in the crew cab walkway
entrance.
The use of fOld-up seats will not be acceptable. (No Exceptions)
Retractable seat belts shall be furnished at all seating areas for
passengers. The driver's seat and the right front officer's seat
shall be furnished with a shoulder harness as well.
AIR BOTTLE HOLDERS (CREW CAB)
Mounted against the wall of the crew cab shall be (3) Ziamatic
UN-7-60-1-SF holders, or equivalent, installed on a sliding track.
Page 22
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AIR BOTTLE HOLDER (CAB)
A Ziamatic UN-6-30-3-FPHS holder shall be mounted against the wall
of the cab for the officer with extended back cushions.
Electrical outlets for portables in front and back of cabs.
INTERIOR
All cab interior metal surfaces shall be painted with a black
wrinkle finish. Seat upholstery shall consist of heavy grade
black vinyl with the interior lining made from a black, sound
absorbing material.
MAP BOX
A map box with six bins, slanting 30 degrees up and open from top,
shall be installed in location to be determined at
pre-construction conference. Each bin shall be 13.00. across with
a clear opening of 4.00. and 8.00. deep. The map box shall be
constructed of .125" aluminum and shall be painted to match the
cab interior.
RECORDS TRAY
Installed across from the officer's seat shall be a records tray.
The tray shall be approximately 18.00. across and 10.00. high with
a 3.00. retainer across the bottom. The tray shall be constructed
of .125. aluminum and shall be painted to match the cab interior.
AUXILIARY LIGHTING
Auxiliary lights shall be provided in the cab and crew cab
consisting of:
Page 23
~
A dome light inside the cab, controlled by automatic door switches
Two adjustable map lights with switches mounted on the cab ceiling
Dome lights over the crew cab seating with integral switches
A courtesy light at each door opening, controlled by automatic
door switches.
ENGINE COMPARTMENT LIGHTS
Two engine compartment lights are to be installed under the engine
hood with integral switches.
CAB INSTRUMENTATION
Cab Instruments and controls to be located on the cab dash.
Gauges and emergency vehicle switches to be installed on removable
panels for ease of service. The follOWing gauges and controls to
be furnished:
Speedometer/odometer (electric)
Tachometer (electric)
Engine 011 pressure gauge with red warning light & buzzer
Page 24
Engine temperature gauge with red warning light & buzzer
Two air pressure gauges with red warning light & buzzer
Fue I gauge
.Ignition switch with green Indicator light
One starter button
Engine shutdown button or switch
Heater and defroster controls
Headlight and self canceling turn signal switches
Warning light switch control panel
Parking brake control with red indicator light
Horn button center of steering wheel
(for dual electric horns)
A control to check the engine warning system indicators
Page 25
Air restriction indicator
AutomatIc tranemleelon oIl temperature gauge, red warning lIght &
buzzer
Hourmeter for pump
Hourmeter for engine
Vol tmeter
Individual windshield wiper controls
Windshield washer controls
Pump shift with red and green indicator lights
Instrument panel controls and switches to be identified as to
function by imprinted word(s) adjacent to item. Actuation of the
headlight switch shall illuminate (.back-lite") wording for after
dark operation. Turn signal and high beam headlight indicators
are also to be provided. All warning Indicators are to be the
"dead front" type, meaning the warning light and word
identification of same does not show up unless it is necessary.
Built-in emergency light switch panel to have a master switch plus
individual switches for selective control. Switches to be rocker
type with integral indicator light.
Page 26
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ELECTRICAL COMPONENT COMPARTMENT
An electrical component compartment shall be provided In the
instrument panel where the chassis and bOdy electrical
distribution shall be located. The compartment shall have a drop
down door which shall provide unrestricted access to the
electrical components. A catalog of the components and their
functions shall be provided on the inside of the door.
CONDUIT FOR RADIO INSTALLATION
A section of 1.50" flexible control for radio installation
shall be provided. The conduit shall be installed from the
electrical compartment at the instrument panel to the area the
radio head will be mounted.
BATTERY SYSTEM
A dual starting system shall be provided, utilizing two 12 volt
batterIes with 445 reserve capacity for each battery and a 1115
CCA at 0 degrees F rating. A Cole-Hersee selector switch shall be
used to activate the battery system. An ignition switch is to be
located on the instrument panel.
A Cole-Hersee M-705 REV battery selector switch shall be provided
inside the cab within easy reach of the driver. An Indicator
light is to be located on the cab instrument panel to alert the
Page 27
-,
driver the battery system is activated.
Batteries are to be stored in a ventilated compartment, located at
each crew cab ent~ance and mounted on a non-corrosive mat. The
battery compartments shall have a hinged top cover with a
removable front panel for battery access. Heavy duty battery
cables are to be used to provide maximum power to the electrical
system. Cables to be color coded and run in automotive type loom.
CHARGER
A Koehler battery charger, model 5680 shall be installed and
furnished with a recessed male plug with a weatherproof cover and
dual indicator lights located to the rear of the driver's door on
cab exterior.
Exterior air hOOkup on driver's side next to hoseline.
ALTERNATOR
There shall be provided a Delco 160 amp alternator.
EXTERIOR LIGHTING
Exterior lighting to meet or exceed Federal Department of
Transportation, Federal Motor Vehicle Safety Standards and
National Fire Protection Association requirements in effect at
time of proposal. Front headlights are to be halogen, rectangula~
quad type mounted in a chromed or staInless steel hOUSing. Five
clearance lIghts and market lights are to be installed across the
leading edge of the cab.
Page 28
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Front turn signals to be rectangular amber lamps housed in chromed
bezels along with red strobe warning lights. Both the turn
signals and the warning lights shall be housed in a common bezel
located above the headlights.
MANUALS
Provided with the chassis shall be (2) parts manuals and (2)
service manuals.
LUG NUT COVERES
Chrome lug nut covers are to be furnished on all wheels.
WHEEL COVERS
Chrome baby moon type covers are to be provided over the rear axle
hubs.
WHEEL COVERS
The front wheel hub covers are to be chrome plated.
Page 29
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WATER TANK
The booster tank shall be 750 gallon capacity, constructed of
pOlyproplene. (See Alternate Bids for stainless steel
construction). Tank to be "tee" shaped to provide for deep side
compartments and to serve as a large sump to limit the amount of
undraftable water. Bidder will provide detaIled design
specifications.
Tank is to be mounted on speCially prepared rubber lIners placed
on top of the chassis frame rails to prevent metal to metal
contact. Tank Is to be fastened at the front and rear with a
resiliant mount at the rear conSisting of spring loaded bolts.
The tank shall be readily removable from the apparatus.
Tank to be unconditionally guaranteed for 20 years barring
accident or abuse.
Page 30
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HOSE BED
Hose body to be fabricated of .12S", SOS2-H34 aluminum with a
38,000 PSI tensile strength. Sides are not to form any portion of
the fender compartments. Hose body width to be minimum of 70.00"
inside. Upper and rear edges of side panels to have a double
break for rigidity, a split tube finish will not be acceptable.
The side panels to have a forward sloping streamline shape at the
rear. The upper inside area of the beavertalls are to be covered
with polished stainless steel to prevent damage to painted surface
when hose is removed. Flooring of the hose bed shall be removable
aluminum grating with the top surface corrugated to aid in hose
aeration. The grating slats aLe to be a minimum of .SO"x4.S0"
with spacing between slats for hose ventilation.
Hose capacity shall be a minimum of IS00' of 2.S0" DBL Jacket hose
and 400' of I.S0' DBL jacket hose.
A total of (2) adjustable hosebed dividers shall be furnished for
separating hose. Partition construction shall consist of a .12S"
aluminum sheet fitted and welded into a slotted, radiused
extrusion along the top, bottom and rear edge. The rear edge is
to be forward Sloping to match the contour of the beavertails.
The partitions are to be fully adjustable by sliding in tracks
located at the front and rear. The divider is to be held in place
by tightening two bolts at the front and rear. All bolt ends in
the hosebed to have acorn nuts.
Page 33
._.._....._......;,-__~_-'-a.. _
HOSEBED COVER
A two section cover constructed of .125" bright aluminum
treadplate and full length stainless steel hinges shall be
furnished over the main hose bed. The sides are to be slanted
down the center of the cover supported. The cover shall include
chrome or stainless steel grab handles and gas filled cylinders to
assist in opening and closing the cover.
Allow storage for one long back board and one short board under
hosebed cover.
RUNNING BOARDS AND TAILBOARD
Running boards are to be fabricated of .125' bright aluminum
treadplate and supported by structural steel angle assemblies
bolted to the chassis frame rails. Running boards are to be
approximately 13.00" deep and shall be spaced away from the pump
panel .50". A splash guard shall be provided below the running
board gap to avoid road dirt from splashing up onto the pump
panels. A riser shall be provided on the bOdy to protect the
painted surface from damage by stepping on the running boards.
The rear step shall also be constructed of .125. bright aluminum
treadplate and supported by a structural steel assembly bolted to
the chassis frame. The rear step is to be full width of apparatus
and 20.00' deep. A half step shall be provided to aid In
accessing the hosebed. Stainless steel shall be installed on the
Page 34
inside of the beavertails at the hosebed area. The remaining
insIde surface of the beavertails shall be covered with bright
aluminum treadplate.
T~~E
Rear "tow" eye to be installed under the tailboard and properly
relnforced"so the truck can pull or be pulled from the eye wIthout
causing damage to the tailboard.
Page 35
COMPARTMENTATION
CompartmentatIon ~hall be fabricated of .125. 5052-H34 welded
aluminum with a tensile strength of 38,000 PSI. Side compartments
to be an integral assembly with the rear fenders. For ease of
maintenance and to prevent rust pockets, fully enclosed rear wheel
housings must be provided. Mounting of the compartments shall be
done with body support assemblies bolted to the chassis frame
rails and the .125. compartment floors. Support assemblies are to
be constructed of a minimum of 3.00.x3.00"x.38" steel angle.
Support angles must be coated or painted to isolate the
dlsslmillar metals. The side body panels are to be mounted
independently of each other with the left panel mounted to the
left frame rail and the right panel mounted to the right frame
rail. Compartment flooring must be of the sweep out deSign with
the floor higher than the compartment door lip. Compartment door
openings are to be framed by flanging the edges in 1.75. and
bending out again .75" to form an angle. Drip protection shall be
provided over all door openings by means of bright aluminum
extrusion welded to cabinet compartments, formed bright aluminum
treadplate or polished stainless steel. Top of side compartments
to be covered with bright aluminum treadplate with approximately
1.00" rolled over edges on the front, rear and outward side.
These covers shall be fabricated in one piece with the corners
heliarc welded. Side compartment covers that form the top of the
compartment will not be acceptable. The front facIng compartment
Page 36
walls shall also be covered with bright aluminum treadplate. All
screws and bolts which protrude into a compartment shall have
acorn nuts at the ends to prevent inJury.
COMPARTMENTATION on the LEFT side shall consist of:
A double door compartment ahead of the rear wheels, apprOXimately
44.50" wide x 29.75" high x 24.00. deep inside with a door opening
of 40.00" wide x 26.62" high.
A eingle door compartment behind the rear wheels, apprOXimately
34.50. wide x 29.75. high x 24.00. deep inside with a door opening
of 30.00" wide x 26.62. high.
Three compartments with lift up doors above the fender
compartments approximately 47.00" wide x 33.00. high x 11.00" deep
inside with a door opening of 41.50. wide x 29.62. high. The 11ft
up doors are to be furnished with gas filled cylinders to hold the
doors in the open position.
COMPARTMENTATION on the RIGHT side shall consist of:
A double door compartment ahead of the rear wheels, apprOXimately
44.50" wide x 29.75. high x 24.00" deep inside with a door opening
of 40.00" wide x 26.62" high.
A single door compartment behind the rear wheels, approximately
34.50" wide x 29.75" high x 24.00" deep inside with a door opening
of 30.00" wide x 26.62. high.
Page 37
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: ';""~'",'';''',-..';;...:'''.....-~..;
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Two compartments with lift up doors above the fender compartments.
Compartment size to be approximately 67.50. wide x 33.00" high x
11.00. deep inside with a door opening of 60.00"x29.62" high. The
lift up doors shall be furnished with gas filled cylinders to hold
the doors in the open position.
TAILBOARD COMPARTMENTATION
One compartment shall be provided with a set of vertically hinged
double doors above the rear step. Compartment size to be
approximately 41.50. wIde x 29.75. hIgh x 22.00" deep Inside with
a door opening of 36.50" wide x 26.62" high.
One compartment shall be provIded below the hosebed and above the
rear step with a drop down door. Compartment size to be
approximately 43.75. wide x 13.25" high x 12.00" deep with a door
opening of 10.75. high x 38.50" wide.
A pike pole compartment shall be provided and located on left
side. The pike pole compartmentation shall be accessible at the
rear of the truck with two pvc tubes to hold the pike poles and
have a stainless steel drop door.
DOORS
Compartment doors are to be lap style with double pan construction
and fabricated of .090" 5052H34 aluminum. They shall be a
minimum of 1.50" thick with a full interior panel. A "C. section
reinforcement shall be installed between the outer and Interior
Page 38
panels to provide additional door strength. Doors shall be
gasketed with a closed cell rubber around the surface that laps
onto the body. A second heavy duty automotive rubber molding with
a hollow core shall be installed on the door framing that seals
onto the interior panel, to insure a weather resisting
compartment. All compartment doors shall have polished stainless
steel continuous hinge with a pin diameter of .25., that is
bolted or screwed on with stainless steel fasteners. (Hinge that
is welded on will not be acceptable.) Isolation tape shall be
furnished between the hinge and the door Jamb. All door lock
mechanisms are to be fully enclosed within the door panels to
prevent fouling of the lock in the event equipment inside shifts
into the lock area. Doors are to be latched with recessed,
polished stainless steel "D" ring handles and Eberhard locks. A
rubber gasket shall be provided between the "D" ring handle and
the door. The free door of double door equipped compartments
shall also be latched with the Eberhard 206 lock and a chrome
plated handle located on the inside of the free door.
DOOR HOLDERS
Each vertically hinged door shall be provided with double spring
(Cleveland style) door holders. The deSign shall allow holding
the door firm, but not rigid, at right angle to the bOdy and pull
the door in a near closed position when the door is at less than
45 degrees to the body. Closing shall not require release,
unlocking or unlatching and shall easily be accompliehed wIth one
Page 39
hand.
MIKE & SPEAKER COMPARTMENT
A mike and speaker compartment with a polished stainless steel
door ehall be furnlehed adJacent to the pump operator's panel.
Compartment size to be approximately 11.00. high x 9.00. wide x
6.50' deep. Headset and plug-in will also be in compartment.
SHELVING
The Compartmentation shall include four (4) shelves. Shelf
construction shall be rigid with 2.00" retainers on all four sides
and fabricated of .125" aluminum. The Shelving shall adJust by
means of a threaded tightener sliding in a track to allow precise
adJusting height. Clip type shelf bracketing shall not be
considered acceptable. The Shelving location shall be determined
at pre-construction conference.
COMPARTMENT VENTILATION
The lower side compartments, and the rear compartment shall be
furnished with a louvered vent, minimum opening of 12.00 square
inches, for ventilation. In no case may louvering be located in
the door.
Page 40
PULL-OUT TRAY
A sliding tray with a minimum capacity of 500 pounds In the fully
extended position shall be installed in the right front lower
compartment. Three slides shall be used and equipped with ball
bearings for ease of operation.
TRIM
Polished stainless steel rub rails are to be installed on the
bottom edge of the side compartments. Rub rails are to be
approximately 2.00. high and extend 1.00" from the bOdy sides.
The ends shall be capped off in a sloping fashion to provide a
pleasing appearance.
BODY FENDER CROWNS
Stainless steel fender crowns a(e to be provided around the rear
wheel openings. A rubber welting shall be provided between the
bOdy and the crown to seal the seam and restrict moisture from
entering.
HOSE TROUGHS
Hard suction hose is to be carried above the left compartment in
"V. shaped troughs and held in place by chrome plated, quarter
turn, spring loaded Clamps.
HANDRAILS
Handrails beIng provided shall be 1.25. diameter polIshed
stainless steel tubing with chrome plated end stanchlone.
Page 41
Plastic gaskets shall be used between end stanchions and any
painted surfaces.
Drain holes shall be provided in the bottom of all vertically
mounted handrails.
Handrails shall be located as follows:
One vertical handrail, 29.00" long, mounted on each rear
beavertail
One full width horiziontal handrail below the hose bed at the rear
of the apparatus with a ribbed rubber covering
A 20.00" long handrail at each cab door entrance
AIR BOTTLE HOLDERS
A total of (3) Ziamatic air bottle holders, model UN-6-30-3-F are
to be mounted on tracks for location adJustment in driver's side
upper compartment.
Page 42
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LADDERS
The following Duo-Safety ladders are to be furnished and must meet
or exceed latest NFPA standards:
-24' two section, series 900-A
-14' roof, serIes 775-A
-10' folding, series 585-A
The fOlding ladder shall be mounted on hYdraulic ladder rack.
HYDRAULIC LADDER RACK
Ground ladders shall be mounted above right sIde of hose bOdy in a
specially designed "swing down" cradle. Cradle to be
electric/hYdraulIc operated. A single 1.5" hydraulIc cylinder
shall be furnished in the center of the bracket area with two
additional pIvot points, one each end. All pivot points must be
fitted with bronze bUShings. The hydraulic cylinder shall be
operated by an independent hydraulic pump powered by a 12 volt
electric motor. Operation of the hydraulic system for the ladders
by an engine powered pump is totally unacceptable. The electric
controls shall be located in such manner to allow the operator
full view of the area into which the ladders shall be lowered.
The electric motor control shall have a master switch and also be
interlocked to prevent operation should a compartment door in the
travel area of the ladder bracket be in the open position.
Ladders must be secured to the brackets with triple locks; "two
Page 43
locks retaining the roof ladder which in turn secures the
extension ladder and a third separate lock for the extension
ladder alone.
Two mechanical safety locks shall be furnished to securely
maintain the ladder bracket assembly in the travel position. When
the bracket is In the travel position, a vertically hinged door,
painted to match the apparatus, will automatically close to cover
the hydraulic cylinder and Its pivot providing a neat, trim,
continuous body side appearance.
PIKE POLE
One 10' pike pole with a fiberglass handle to be mounted In pike
pole compartment. One 6' pike pole with a fiberglass handle to be
mounted in pike pole compartment. One 4' pike pole with a
flbertglass "D" handle to be mounted in pike pole compartment.
STEPS
Steps shall be provided on the front of each fender compartment
and at the rear of the apparatus for access to the hose bed.
Front steps shall be a chromed folding type and bright aluminum
treadplate corner steps at the rear. All steps must provide
adequate surface for stepping.
Page 44
PUMP
Pump shall be a Waterous CSY or Hale, 1250 GPM, single stage
midship mounted centrifugal type, carefully designed in accordance
with good modern practice. Pump shall be the class "A" type and
shall deliver the percentage of related dIscharge at pressure
indicated below:
100% of rated capacity at 150 PSI net pump pressure
70% of rated capacity at 200 PSI net pump pressure
50% of rated capacity at 250 PSI net pump pressure
Pump body shall be Close-grained gray iron, bronze fitted, and
must be horizontally split in two sections for easy removal of the
entire impeller shaft assembly including wear rings. The pump
shall be designed for complete servicing from the bottom of the
truck, wIthout disturbing setting of the pump in the chassis or
apparatus piping, which is connected to the pump. Pump case
halves shall be bolted together on a single horizontal face, to
minimIze chance of leakage and facilitate ease of reassembly. No
end flanges may be used. The discharge manifold of the pump shall
be cast as an integral part of the pump body assembly, and shall
provide a mInimum of three (3) 3.5" openings, for flexibility in
prOViding various diSCharge outlets for maximum efficiency. The
full 3.5" openings shall be located as follows: one (1) outlet to
the right of the pump, one (1) outlet to the left of the pump, and
Page 45
one (1) outlet directlY on top of the discharge manifold.
Impeller shaft shall be stainless steel accurately ground to size
and supported at each end by oil or grease lubricated,
anti-friction ball bearings, for rigid precise support. Bearings
shall be protected from water and sediment by suitable stuffing
boxes, finger rings, and oil seals. No special or sleeve type
bearings shall be used.
The impellers shal I have flame plated hubs to assure maximum pump
life and efficiency, despite the presence of abrasive matter In
the water supply.
Pump transmission is to be made of a three piece, high tensile
gray iron, horizontally split casing. Power transfer to pump
shall be through a pressure lubricated, Morse HY-VO drive chain.
An oil pump pressure gauge shall be provided for maintenance and
should be installed in a remote location within the pump
enclosure.
Drive shafts shall be a minimum of 2.35" diameter hardened and
ground alloy steel. All shafts are to be ball bearing supported.
The case is to be designed as to eliminate the need for water
cooling.
ELECTRIC PUMP SHIFT
Pump shift engagement to be made by a two position Sliding collar
Page 46
controlled electrically from wIthin the cab and to have a manual
back-up shift control located on the driver's side pump panel.
Two indIcator lights shall be provided adJacent to the pump shift
inside the cab indicatIng the position of the pump. A green lIght
is to Indicate the pump is in gear and a red flashing light shall
activate if the pump does not engage while the switch is in the
pump posItion. Another green indicator light shall be installed
adUacent to the handle throttle on the pump panel. This light to
indicate pump is in gear and shall be labeled "WARNING: DO NOT
OPEN THROTTLE UNLESS LIGHT IS ON".
Pump shall be equipped with a self-adJusting, maIntenance free,
mechanical shaft seal. The seal to be designed to be functIonal
in the unlikely event of mechanical seal failure. The mechanical
seal shall consist of a flat, highly polished, spring fed carbon
ring that Is sealed to and rotates with the impeller shaft. The
carbon ring Is to press against a highly polished stainless steel
stationary ring that is sealed within the pump bOdy. In additIon
a throttling ring shall be pressed into the steel chamber cover,
providing a very small clearance around the rotating shaft in the
event of a mechanical seal failure. The pump performance shall
not deteriorate nor will the pump loose prime while drafting if
the seal fails during pump operation.
Wear rings to be bronze and shall be easilY replaceable to .
restore original pump efficIency and eliminate the need to replace
Page 47
the entire pump casing due to wear.
PRESSURE CONTROLLER
An all electric pressure governor shall be provided which is
capable of automatically maintaining a desired preset discharge
pressure within a range of 0 to 400 PSI. Logic for the governor
system shall be incorporated into the DDEC-II Electronic Control
Module. This system Shall not require a mechanical drive, 011 or
air supply for a means of control. When operating in a "pressure
control" mode, the system shall automatically maintain the
diSCharge pressure set by the operator regardless of flow, within
the diSCharge capabilities of the pump and water supply. Engine
speed shall return to idle if discharge pressure is lost for more
than 5 seconds, thus Offering cavatation protection to the pump
and preventing operation of the engine at a high speed needlessly.
While operating in the "throttle control" mode, the system shall
automatically maintain the engine speed set by the operator
regardless of the load. In addition to providing normal throttle
functions, the "throttle control" mode can also be used to back UP
the pressure mode.
The pressure signal shall come from a pump mounted pressure
transducer allOWing direct reading of pressure without requiring
water fow through the transducer or any part of the pressure
control system.
An interlock shall be incorporated into the governor that would
Page 48
allow the system to be operational only when the parking brake is
set and the transmission is in drive with the midship pump engaged
or the transmission in neutral. (No exceptions)
The system shall have a 'high idle" mode that will automatically
maintain an engine rpm as preset by the user. A momentary switch
shall be installed at the cab instrument panel for
activation/deactivation. The "high idle" mode shall be
operational only when the parking brake is on and the truck
transmission is in neutral.
A control panel shall be located at the pump operator's panel and
consist of a series of indicator lights denoting system mode
selection. When the operator chooses either the .pressure
control' mod~ or 'throttle control. mode, an amber light will come
on indicating the system selected. A momentary switch shall be
used to provide an infinite setting for increasing or decreasing
water pressure or engine speed. The operator's panel shall also
incorporate a system shut-down push button which will return the
engine speed to idle.
A rotary vane, 12 volt electric powered priming system shall be
furnished on the apparatus. All rotating parts of the pump shall
be made of corrosion resistant aluminum, stainless steel and
laminated phenolic. The pump cylinder shall be made of aluminum
alloy, hard anodized and teflon coated for corrosion resistance
Page 49
and long life.
A push-pull control located at the pump control panel shall
operate a combination manual/electric priming valve. This valve
shall utilize a switch arrangement so that as the valve is
manually opened, a plunger closes the switch and the primer motor
is energized. A minimum five-quart priming oil tank shall
automatically lubricate and seal the sliding rotor vanes, when the
pump operates. The priming reservoir shall be furnished with a
dipstick to indicate the proper oil level, and be accessible
through an inspection door on the right (passenger's) side of the
apparatus.
The pump when dry shall be capable of taking suction and
discharging water, with a lift of 10 feet In not more than 30
seconds, through 20 feet of hard suction hose of the (appropriate)
size, for drafting the rated capacity of the pump. The complete
primer unit shall be fabricated by the manufacturer of the fire
pump.
A supplementary heat exchange cooling system shall be provided to
allow the use of water from the diSCharge side of the pump for
COOling the engine water. Heat eXChanger is to be constructed of
all brass and Is to be a separate unit. It is to be installed in
the pump compartment with the control located on the pump
operator's control panel.
A heat enclosure shall be installed that will trap hot air
Page 50
radiated from the engine exhaust system and warm the fire pump.
The enclosure shall consist of a 12-gauge galvanneal steel
understructure that has easily removable panels for warm weather
operation. A covering above the pump shall also be provided so
warm air cannot escape freely.
Two -(2) pump manuals from the pump manufacturer shall be furnished
with the apparatus.
The pump shall be tested and certified to meet or exceed all NFPA
pumping requirements by an independent third party testing agency
at the vendor's expense. A copy of all tests shall accompany the
apparatus.
The contractor shall furnish copies of the Pump Manufacturer's
Certification of Hydrostatic Test and the Engine Manufacturer's
Record of Pumper Construction Details when delivered.
PLUMBING
All suction and discharge lines 2.50. or larger to have heavy duty
galvanized threaded pipe. Sweat soldered copper tubing will not
be acceptable. Where vibration of chassis flexing may damage or
loosen piping or where a coupling is required for servicing, the
piping shall be equipped with victaulic or rubber couplings. All
lines to drain through either a master drain valve or to be
equipped with individual drain valves. All individual drain lines
for discharges are to be extended, with rubber hose, to drain
below the chassis frame. All water carrying gauge lines are to be
Page 51
of flexible pOlyproplene tubing. Waterous valves with rack and
sector gear operating mechanisms shall be used for the side
discharges and all remaining ball valves shall be Akron.
INLETS
A 6.00. pump manifold inlet to be provided on each side of the
vehicle. The suction inlets shall include removable die cast zinc.
screens that are designed to provide cathodic protection for the
pump, thus reducing corrosion in the pump.
There shall be provided (2) Snap-Tlte FSPRV50FT60NST valves with
5" storz caps for suction inlets.
The pump manifold on each side of the vehicle shall be equipped
with a "short" suction tube, to allow attachment of adapters
without excessive overhang.
On the left side pump panel, (1) 2.50" gated inlet valve shall be
provided with chrome swivel and plug.
On the right side pump panel, (1) 2.50. gated inlet valve shall be
provided with chrome swivel and plug.
Inlet valve location shall be outside of the pump panel. For
valve drainage a petcock valve shall be provided on the bottom
side of valve body. Gating shall be accomplished by a quarter
turn chrome handle located alongside the valve. Inlet threads are
to be N.S.T.
Page 52
Booster tank shall be connected to the intake side of the pump
with heavy duty piping and a 1/4 turn 3.00" full flow line valve
with the control remotely located at the operator's panel. Tank
to pump line to run straight (no elbows) from the pump into the
front face of the water tank and down 45 degrees into the tank
sump. A rubber coupling shall be included in this line to prevent
damage from vibration or chassis flexing.
A check valve shall be provided in the tank to pump supply line to
prevent the possibility of "back filling" the water tank.
OUTLETS
A 1.00" combination tank refill and pump bypass line shall be
provided, using a quarter turn full flow ball valve controlled
from the pump operator's panel.
There shall be a 1.50. gated outlet piped to the right corner of
the front bumper extension. Plumbing shall consist of 1.50.
piping with a 1.50. full flow ball valve controlled at the pump
operator's panel. The outlet shall be provided wIth a 1.50.
swivel elbow.
There shall be (1) gated 2.50" outlet on the right side of the
apparatus and terminate wIth male N.S.T.
There shall be (3) 2.50" gated outlet piped to the rear of the
hosebed located evenly spaced across. Outlet to be Inetalled so
Page 53
proper clearance is provided for spanner wrenches or adapters.
Plumbing shall consist of 2.50" piping and a 2.50" full flow ball
valve with the control at the pump operator's panel.
OUTLET (LARGE DIAMETER)
A 3.50" outlet shall be installed on right side of the apparatus.
The outlet shall be gated with a Waterous 3.50" valve and be
controlled at the pump operator's panel. A .75" drain valve shall
be provided with a push/pull control adjacent to the outlet.
DELUGE RISER
A 3.00" deluge riser shall be installed above the pump In such a
manner that a monitor can be mounted and used effectively. Piping
is to be installed securely so no movement develops when the line
is charged. The riser shall be gated and controlled at the pump
operator's panel. The deluge riser shall have male National Pipe
Threads for mounting the monitor. (1) Akron Apollo deck monitor
with stream shapers and stacked tips to be Installed.
OUTLET CAPS
Chrome plated rocker lug caps with chains are to be furnished with
the side and the rear discharges.
A chrome plated long handled cap terminating in N.S.T. shall be
provided with the large diameter outlet.
A chrome plated rocker lug cap with chain shall be provided with
the 1.50. outlet.
Page 54
CROSSLAY HOSEBEDS (2.50. PLUMBING)
Provided above the pump panel shall be (2) crosslay hosebeds.
Each bed to be capable of carrying 200 feet of 1.75. double
Jacketed hose and shall have a 2.50. preconnect line with a 2.50"
quarter turn ball valve terminating with an 2.50. N.S.T. 90 degree
swivel with a 1.50" male adaptor at end. The crosslay controls
shall be at the pump operator's panel. Stainless steel vertical
rollers with nylon bushings shall be provided on each side of the
bed with a stainless steel scuffplate installed at the bottom
outside edge. Crosslay bed flooring shall consist of removable
slatted aluminum grating.
CROSSLAY HOSEBEDS (2.50" PLUMBING)
Provided above the pump panel shall be (1) crosslay hosebed. The
bed to be capable of carrying 200 feet of 2.50. double Jacketed
hose and shall have a 2.50" preconnect line with a 2.50" quarter
turn ball valve terminating with a 2.50" N.S.T. 90 degree swivel.
The crosslay controls shall be at the pump operator's panel.
Stainless steel vertical rollers with nylon bushings shall be
provided on each side of the bed with a stainless steel scuffplate
installed at the bottom outside edge. Crosslay bed flooring shall
consist of removable slatted aluminum grating.
A stainless steel roller shall be mounted horizontally across the
bottom of each crosslay bed to aid in hose removal.
A bi-fold aluminum treadplate cover shall be installed over the
..
crosslay hosebeds. It shall include a latch at each end of the
Page 55
cover to hold it securely in place, a chrome grab handle at each
end for opening and clolsng the cover and a foam rubber gasket
where the cover comes into contact to a painted surface.
PUMP AND GAUGE PANELS (Side control)
All pump controls and gauges to be located at the left (driver's)
side of the apparatus and properly marked. Pump panels on both
sIdes are to be easily removable. The gauge and control panels
shall be two separate panels for ease of maintenance. Polished
stainless steel trim collars to be installed around all inlets and
outlets.
All push/pull dIscharge controls to have stainless steel rods with
a minimum diameter of .50.. The control rods are to pull
straight out of the panel. Controls that pullout at an angle
wIll not be acceptable. Remote push/pull control rods to be
equipped with universal Joints to elIminate binding. Guides for
the push/pull control rods are to be chrome plated castings
securely mounted to the pump panel. Identification tags for the
discharge controls shall be located directly above the control
handle and recessed within the same casting as the guide. All
line pressure gauges are to be mounted in individual chrome plated
castings with the identification tag recessed in the casting below
the gauge. All remaining identification tags shall be mounted on
the pump panel in chrome plated bezels. Mounting of the castings
and identification bezels shall be done mechanically, but without
Page 56
having screw heads or rivet heads visible from the exterior of the
apparatus.
Pump panel controls and gauges to be illuminated by a minimum of
three incandescent lights installed under a polished stainless
steel shield. One pump panel light shall come on when the pump is
shifted into gear from inside the cab. This Is to afford the
operator some illumination when first approaching the control
panel. The remaining lights to be actuated from a switch located
on the pump panel.
The pump and gauge panels are to be constructed of black vinYl
covered metal to allow easy identification of controls and gauges
along with eliminating glare. This black vinyl material is to be
purchased from the metal company with the vinyl bonded to the
metal when delivered to the apparatus manufacturer. A polished
alumninum trim molding is to outline the pump panel on both sides
and also the gauge panel.
The side gauge panel shall be hinged at the bottom with a full
length stainless steel hinge. The fasteners used to hold the
panel In the upright position shall be quarter turn type. Vinyl
covered cable or chains are to be used to hold the gauge panel in
the dropped position.
The tags used for denoting the discharge pressure gauges,
controls, outlets and drains shall be color coded with each
Page 57
discharge having its own unique ccicr.
A pullout platform Is to be provided at the pump operator's
control panel that shall support a minimum of 300 pounds. The top
surface of the platform is to be bright aluminum treadplate with a
Morton Cass insert. The platform shall be approximately 22.00.
deep and the width of the pump operator's panel. The. platform to
lock in the retracted and the extended position.
PUMP PANEL GAUGES AND CONTROLS
The following are to be provided on the pump and gauge panels in a
neat and orderly fashion:
Engine oil pressure gauge
Engine water temperature gauge
Tachometer, electric
Underwriters half engine speed outlet
Master pump drain control
Vernier engine throttle (N-W control)
High engine temperature, low coolant indicator light
An electric water level indicator to be provided on the gauge
panel that registers by means of five individual lights at the
following positions: Full, 3/4, 1/2, 1/4, and Empty. To further
alert the pump operator the empty light must start flashing when
water level drops below the 1/4 mark. The water level indicator
shal! utilize magnetically actuated sealed reed switches with no
electrical components coming In contact of tank water. The
Page 58
indicator shail use twist lock moisture proof connections for
corrosion protection and easier serviCing. Indicator lights to be
installed behind a smoked lens housed in a chromed bezel that
matches the style used for the discharge controls and pressure
gauges.
PRESSURE GAUGES
The pump vacuum and pressure gauges shall be lIquid filled. They
shall be a minimum of 4.50" in diameter and shall have white faces
with black lettering. Gauges are to have a pressure range of
30.-0-600#.
The individual 'line. pressure gauges for the 2.50" and larger
discharges shall be liquid filled. They shall be a minimum of
3.50" in diameter and shall have white faces with black lettering.
Gauges are to have a pressure range of 30"-0-600#.
Liquid filled pressure gauges shall also be provided for the
crosslays and 1.5" discharge.
A Hadees hot water heater shall be installed inside the pump
compartment. The controls for the heater shall be located on the
pump operator's panel. The pump compartment shall be enclosed at
the top to retain the heat generated by the heater.
Page 59
ELECTRICAL
All electrical equipment shall be installed to conform to modern
automotive practices. All wiring to be SXL ultra high temperature
crosslink type. Wiring installed by builder to be run in loom or
conduit where exposed, have grommets where wire passes through a
metal plate and shall be protected by automatic reset circuit
breakers which conform to SAE Standards. The breaker shall be
selected to prevent wire damage when subJected to extreme current
overload. Wiring to be color, functIon and number coded. Main
wiring connections shall be done with Deutsch HD-56 series, water
tight, quarter turn type connectors.
All electrical light switches shall be mounted on a separate panel
installed on the cab instrument panel. A master switch and
individual switches to be provided to allow preselection of
lights. The lIght switches are to be "rocker. type with an
internal indicator light to show when switch is energized. All
switches to be properly identified and mounted in a removable
panel for ease In serVicing. Identification of the switches shall
be done by either printing or etChing on the switch panel. All
necessary clearance, market and baCk-up lights along with a
license plate bracket and light must be furnished and shall meet
Federal Government standards. Rear cluster marker lights to be
recess mounted in the rear step flange for protection.
Page 60
A false bulkhead shall be installed In the rear compartments to
protect the lights mounted in the rear bulkheads and all
associated Wiring.
A general service manual for the bOdy electrical system shall be
included with the apparatus. This manual shall be complete with
pictures of similiar installation harness layouts, colors,
numbers, sizes of wiring, pin locations and function operation of
wires connected to the Deutsch Junction block. (Exception to this
section is not permitted due to the expected life of unit and
serviceability in future years. A sample manual for our reviewing
may be requested prior to awarding of contract.)
Rear tail/stop/directional lights are to be arrow type housed In a
chrome or stainless steel casing, flush mounted at the rear of the
apparatus.
An electronic audible back-up alarm that actuates when the truck
is shifted into reverse is to be provided. The back-up alarm
shall adJust its DBA level according to the noise level present at
that time.
STEP LIGHTS
Four step lights shall be provided. One each side on front
compartment face and two at rear illuminating the tallboard.
These shall be actuated with the pump panel light swItch.
Page 61
COMPARTMENT LIGHTING
A 6.00" diameter light located at the top of each enclosed
compartment shall be provided. A switch for automatic operation
shall be installed on the hinge side of the compartment door
framing.
OPEN DOOR INDICATOR LIGHT
A flashing red indicator light is to be provided. It shall be a
minimum of 4.00. and located in clear view of the driver to warn
of an open compartment door.
DECK LIGHTS
Two 6.00" Unity AG deck lights, one each side at rear of hosebed
shall be provided. One light shall be furnished with a halogen
spot bulb and the other shall be furnished with a halogen flood
bulb.
CAB SPOTLIGHTS
Two Unity 260/280 spotlights, one each side at front of cab, shall
be provided. The spotlights shall be furnished with halogen bulbs.
MAP LIGHT
A goose neck map light is to be installed on the dashboard
directly across from the officer's seat.
Mounted on rear wall of cab shall be (2) Single SL-40 Stream
Lights and two chargers for handheld radio to be installed.
Page 62
AIR HORNS
Two Grover 1501 emergency chrome air horns shall be Installed.
The horns to be piped to wet tank utilizing .38. tUbing. A
pressure protection valve and a shut-off valve shall be installed
in-line to prevent loss of all air. A lanyard control for the air
horns shall be installed on the cab roof within reach of the
officer and the driver. The air horns shall be recessed in the
front bumper, one each side.
SIREN (Mechanical)
A Federal Q2B siren to be furnished. Siren to be actuated by a
foot switch, one on the officer's side and one on the driver's
side. The siren is to be mounted on the front bumper.
SIREN
A "Code 3" #3766 V-Con MC remote siren with #ADAMPH and #MCBEX
shall be provided. The driver shall have the option to control
the electronic siren or the chassis horns from the horn button by
means of a selector switch located on the instrument panel.
SPEAKERS
Furnished with the siren shall be (2) Federal 100 watt, CP-I00
speakers. The speakers shall be recessed in the front bumper, one
each side.
Page 63
WARNING LIGHT (Cab Roof)
A "Code 3" #MX7509AI lightbar shall be mounted on cab roof. The
lightbar shall be furnished with (2) stinger oscillating lights
with clear lens facing forward.
WARNING LIGHT
Two "Code 3" Model 4500 lights shall be mounted on cab roof. One
light shall be mounted on each side of the cab, facing to the side
of the vehicle. The light shall be furnished with red lens and
clear bulbs.
INTERSECTION LIGHTS
A pair of intersection lights shall be located on the front
outside corners of the cab and face perpendicular to the vehicle.
The lights shall be red Whelen Mini-Max lights. The lights shall
be mounted on bright finish metal bezels. A rocker switch shall
be provided inside the cab on the switch panel for actuation of
the lights.
WARNING LIGHTS (Front)
Two (2) Whelan Maxi grille strobes, one red and one white, shall
be provided above headlights.
WARNING LIGHTS (Side)
A pair of flush mounted red Whelen Min-Intersection MN200SI
flashing lights are to be provided. The lights are to be located
on the sides of the rear compartment faces, one each side below
the running lights.
Page 64
WARNING LIGHTS (Rear)
Two Whelen 360 degree red strobe warning lights shall be provided
at the rear of the truck located on each side above the hosebed.
The rear deck lights shall be mounted on the beavertails as high
as possible.
Page 65
GENERATOR
A cummins Onan 7.S DKD Genset diesel powered generator will be
provided by purchaser to be Installed by bidder.
The generator shall be mounted in the passenger's rear lower
compartment .
A circuit breaker panel shall be installed in the location to be
determined at pre-construction conference. A directory for each
breaker shall be provided adJacent to the circuit breaker panel.
Identification of circuits shall be done in a durable manner that
provides years of service.
Electric start provisions shall be furnished for the generator
from the chassis battery system.
Wired to the power supply shall be (2) 120 volt 20 amp three wire
twist-lock receptacles NEMA LS-20 with weather reSisting cover
located per Fire Department's instructions.
240 VOLT LIGHTING
The apparatus shall be equipped with (2) 4' telescoping
Extenda-Lite Model E-1S00 quartz tube flood lights or equivalent
Page 66
and shall be mounted one each side by pump panel. Each light head
shall be 240 volt, 1500 watts, draw 6.5 amps and has an output of
35,000 lumens. The light head shall swivel 360 degrees left or
right and tilt up and down. All wiring used shall be a minimum of
14 gauge 3 wire cable that is properly supported and protected
from injury.
ELECTRIC CORD REEL
Furnished with the 110 volt electrical system shall be (1) Hannay
1616-17-18 electric cord reel. The reel shall be mounted in
locatIon to be determined at pre-construction conference.
Provided for electric distribution shall be 200 feet of yellow
12/3 electrical cable.
WHEEL CHOCKS
Two pair of wheel chocks shall be provided with the apparatus that
are mounted in underbody in an easily accessible location.
One bag of chrome, stainless steel or cadmium platted screws,
nutes, bolts and washers, as used in the construction of the unit
shal I be provided to the purchaser.
Page 67
PAINT
All exposed metal surfaces not chrome plated, polished stainless
steel or brIght aluminum treadplate shall be thoroughly cleaned
and prepared for painting. The aluminum surfaces shall be
properly etched using a high pressure and hIgh temperature acid
etching system. All steel surfaces shall be properly treated
using a 3 phase high temperature cleanlng/phosphatlzlng system.
All Irregularities In painted surfaces shall be rubbed down and
all seams shall be caulked before the application of the finIsh
coat. Both the cab and bOdy shall be painted.
All removable Items such as wheels, brackets, compartment doors,
door hInges, trIm, etc., shall be removed and paInted separately
to Insure finish paInt behInd all mounted Items. Body assemblies
that cannot be fInIshed paInted after assembly are to be finIshed
painted before assembly. Both aluminum and steel surfaces to be
painted shall be prImed wIth a two component chromate primer which
Is compatible wIth the finish coat.
The top area of the cab to be finish painted black wIth the
balance painted red, Dupont 97902U. The paint shall be a high
qualIty urethane topcoat with a surface gloss of no less than 90
percent measured on a 60 degree geometry.
Prior to reassembly and reinstallation of lIghts, handrails door
Page 68
hardware and any miscellaneous Items, an Isolation tape or gasket
materIal must be used to prevent damage to the finIsh paInted
surfaces.
Interior of compartmentatlon shall be paInted with a gray spatter
type paint.
One pint of touch-up paint of each color shall be provIded by
bidder.
LETTERING
GenuIne gold leaf lettering, approximately 3.00. high shall be
provided. Two tone blue shadIng to match exIsting apparatus shall
be provided. Lettering on the front door, both sides, to state:
ANDOVER
FIRE DEPT.
A maltese cross comprised of genuine gold leaf shall be provided
on each side of the apparatus on the rear doors. All gold leaf
shall be totally encapsulated between two layers of clear Vinyl.
The gold leaf used shall be genuIne 22 karat. The gold leaf shall
come wIth a 3-year warranty against fading or deterioratIon.
A whIte Scotch-LIte band shall be provided around the apparatus at
headlIght level. The band shall consIst of three separate
strIpes. A 1.00. stripe on the top wIth a 1.00. gap then a 6.00.
stripe in the middle wIth a 1.00' gap and a 1.00. strIpe at the
bottom.
Page 69
ALTERNATE BIDS
All bIdders are requested to provIde prIcIng on the folloWing
items, prIced separately. These items should not be Included in
the bid price, but may be added If fundIng is available.
1. Twelve (12) Scott 4.5 aIr paks complete
wIth donnIng switches and one-hour
cyllncers without cases
2. Twelve (12) Scott 4.5 one-hour spare cylinders
3. Delete hydraulic ladder rack on page 43 of
specs and install specIfIed ladders In place
of upper right compartments. DEDUCT:
4. Stainless steel booster tank of 750 gallon
capaacIty (bidder requIred to state
specifIcations)
5. GENERATOR PULL-OUT TRAY The generator
shall be mounted in the rIght compartment
on a sliding tray. The slIdes used for
the tray are to be ball bearing type with
a capacity rating matched to the weight
of the generator. LockIng mechanIsms
shall be provIded for hOlding the
generator In the extended and stored
stored posItIons. A staInless steel
scuffplate shall be furnished on the
Inside door pan where the generator or tray
could come into contact.
6. Electronic transmIssIon HT 741
(Alternate BIds, ContInued)
7. AIR OUTLET An aIr outlet valve shall be
Installed with the female couplIng on the
apparatus in locatIon to be determIned at
pre-constructIon conference. ThIs
system shall tIe Into the wet tank of
the brake system and Include an 85 psI
pressure protectIon valve In the outlet
lIne to prevent the brake system from
losing all air and posItIve shut-off
valve near the couplIng.
8. LOOSE EQUIPMENT - the fol lowIng equIpment shall be furnIshed
complete wIth any necessary mountIng brackets:
- (7) 100' sectIons of Angus 5" hose wI th
storz couplIngs
(1) 4-1/2" NST female x 5" storz adapter
(1) 4" storz x 5" storz adapter
(2) 1-1/2" tri-Iok holders
(1) 2-1/2" trI-Iok holder
(1) 42" bolt cutter
(1) 10' length of 5.00" Maxi-Flex hard
suctIon hose wIth a long handle
female coupling on one end and a
pIn lug male coupling on the other end.
Coup I Ingsc to be hard coat alumInum.
(1) fiberglass handle, flathead axe with
blade shield
- (1) 15# Badger C02 extInguIsher wIth
mountIng bracket
(2) 50' sectIons of 5-Inch Angus wIth storz
couplIngs
(1) Hydrant NSTA 4-Inch storz couplIng
and two 2 1/2"
(1) Task Force #MTFT-R nozzle
(Alternate BIds, Continued)
Dri Dek
(1) 20# Badger ABC extInguIsher with
mounting bracket
(2) sets of four storz wrenches with
mounting bracket
(1) ZiamatIc #RH-42-A 42" closet hook
with D handle and mountIng brackets
- (2) sets of hYdrant/spanner wrenches
wIth bracket
- (16) 50' sectIons of Ponn Supreme
1-1//2" fIre hose
- (1) pIgeon hole rack for (4) aIr
cylinders, installed
- (1) 5" storz by 2-1/2" NST male adapter
wi th a chrome 2-1/2" cap
- (20) 50' sectIons of Ponn Supreme
2-1/2" fire hose
- (1) 5" storz x 5" male NST adapter
- (7) Akron #1720P 1-1/2" nozzles wIth
pistol grIp
- (2) sets of 2-1/2' double male and female
adapters wIth mounting brackets
(4) 2-1/2" 30 degree chrome elbows
- (2) Akron #2730 2-1/2" NST nozzles
wIth playpIpe
(1) 5" NST male x 4" storz adapter wIth
blind cap
SPECIFICATIONS FOR ONE (1) 6 X 6 CHASSIS AND REMOUNTING OF TANK
AND PUMP BODY
INTENT
It Is the Intent of these specIficatIons to descrIbe and to
establIsh the functIonal requIrements for one (1) 6 x 6 chassis
and the remountIng of tank and pump body.
The apparatus shall be the manufacturer's latest model, ready for
Immediate operation at time of delivery.
GENERAL TERMS
These specifications shall be construed as minimum. Should the
manufacture's current publIshed data or specIfIctIons exceed
these, they shall be consIdered minImum and furnished.
The Andover Fire Department shall be the sole judge to whether any
bid complies with these specifications and such a decision shall
be final and conclusive.
The Andover Fire Department reserves the right to reject any or
all bids, waive any irregularities or Informalities In bidding,
re-advertIse for new bids, and purchase the apparatus best suIted
for the purchaser's use and not necessarIly the low bId submitted.
RESPONSIBILITY AND QUALIFICATIONS OF BIDDERS
The manufacturer must stock a complete line of all fIre fightIng
equipment and parts for this apparatus. Location of manufacturing
plant and nearest service facility must be outlIned In bid,
IncludIng a complete history of the manufacturer.
A statement of fInancIal condItion and/or Dunn and Bradstreet
rating may be required by purchaser prior to award of contract.
A blueprInt of actual truck to be built shall be provided wIth
the bid.
Page 1
DELIVERY
The manufacturer shall specify the approximate delIvery date after
acceptance of contract for this unl t.
Approximate delIvery date: 9 months after the bid Is awarded.
TESTING
The manufacturer will complete full testIng of all components
relating to apparatus and equipment. In addition, satisfactory
road test vehIcle to assure performance to meet specifications.
Page 2
CHASSIS SPECIFICATIONS - Chassis to be provIded shall be new 1990
model (or newer) commercially available chassis.
Chassis shall be an IH 4900, 6 x 6 or equal
245 horsepower turbo dIesel engIne (minimum)
Allison #MT653 automatIc transmissIon, fIve speed
Top speed of 63 mph
Full air brakes
84" cab to axle
152" wheelbase
14,600# front axle
34,000# rear axle
14,000# front suspension
Heavy duty front shocks
34,000# rear suspension
Power steerIng
Single right side horIzontal exhaust
135 amp alternator
AutomatIc reset circuIt breakers
Stationary grille
50 gallon left side step fuel tank
Heavy duty cab heater, 35000 BTU minimum
TInted glass
Silicone heater hoses
16" x 7" stainless steel mirrors, fold back type
6" round convex mirrors
Vinyl bench seat
Engine hourmeter
Heated air dryer
Automatic moisture ejectors
Steel disc wheels
Steel belted radial, 295/75R 22.5 16 ply "Flotation" off road
tread, front
Steel belted radial, lOR 22.5 12 ply "FlotatIon" off road tread,
rear
Two (2) cab spotlights
20,000# hydraulic operated wInch, recessed In extended front
bumper
Outside aIr hookup
Cole Hersey dual battery
Two wheel chalks
Shore line battery charger
Portable and light charger
Tow hooks front and rear
Back up alarm
Two (2) rear spotlIghts
Dual- batterIes
(3) snatch blocks for winch
Enclosed rear cabInet for pump storage
Page 3
ALTERNATE BIDS
All bidders are requested to provIde prIcing on the following
Items, priced separately. These Items should not be Included In
the bId prIce, but may be added If fundIng Is available.
1. 1500 gallon low profIle water tank to
be made of staInless steel of polyproplene
to fIt on 6x6 chassIs In place of
Department supplIed tank. Bidder shall
furnish drawings of tank and body.
SPECIFICATIONS FOR TWO (2) GRASS FIRE FIGHTING UNITS
INTENT
It Is the Intent of these specifications to describe and to
establish the functional requirements of a new custom built,
heavy duty, grass fire fighting type fire apparatus. Such a unit
shall be mounted on a cab and chassis herein described.
The apparatus shall be the manufacturer's latest model, ready for
Immediate operation at time of delivery.
GENERAL TERMS
These specifications shall be construed as mInimum. Should the
manufacture's current published data or speclflctlons exceed
these, they shall be considered minimum and furnIshed.
The Andover Fire Department shall be the sole judge to whether any
bid compiles with these specifications and such a decision shall
be final and conclusive.
The Andover Fire Department reserves the right to reject any or
all bids, waive any irregularities or Informalities In bidding,
re-advertlse for new bids, and purchase the apparatus best suited
for the purchaser's use and not necessarily the low bid submitted.
RESPONSIBILITY AND QUALIFICATIONS OF BIDDERS
The manufacturer must stock a complete line of all fire fighting
equipment and parts for this apparatus. Location of manufacturing
plant and nearest service facIlity must be outlined In bId,
Including a complete history of the manufacturer.
A statement of financial condition and/or Dunn and Bradstreet
rating may be required by purchaser prior to award of contract.
A blueprint of actual truck to be buIlt shall be provided with the
bid.
Page 1
DELIVERY
The manufacturer shall specify the approximate delivery date after
acceptance of contract for these two (2) grass units. Andover
Fire Department would prefer delivery of these units by the Fall
of 1990 grass fire season.
Approximate delivery date: April 1, 1991
TESTING
The manufacturer will complete full testing of all components
relating to apparatus and equipment. In addition, satisfactory
road test vehicle to assure performance to meet specifications.
Page 2
CHASSIS SPECIFICATIONS - Chassis to be provided shall be new 1990
model (or newer) commercially available pickup style, 3/4 ton with
1 ton suspension. These chassis shall be purchased by the bidder
and furnished complete wIth all specified equipment. ChassIs
shall be built heavy duty for fire service application.
Chassis shall be a Ford F-350, 4 x 4 or equal.
Full time 4-wheel drive
11 ,250# GVW
5,000# front axle
6,250# rear axle
Power disc brakes
7.3L V-8 diesel engine
Dual 84 amp/hr batteries
135 amp alternator
Heavy duty shock, front and rear
Heavy duty 1 ton springs, front and rear
Power steering
4-speed automatic transmission and transmission cooler
Eight bolt wheels
Tubeless radial mud and snow tires, LT 235/85R/16 All Terralne
front and rear, 16 ply minimum
Chrome front bumper
Cargo box light
Chrome front grille
Halogen headlights
Chrome or aluminum large foldaway mirrors
Tinted glass
Custom Interior
Bench seat, standard equipment
Self-cancelling turn signals
Interval wipers
Dual sunvlsors
Black interior
Exterior painted candy apple red. Dupont # 97902U;
cab painted black above windows
Chrome grille guard
High Idle swl tch
Skid plate under truck
Pump can brackets
Tow hooks front and rear
Limited slip rear differential
18.2 gallon fuel tank
Back-up alarm
Page 3
WATER TANK AND EQUIPMENT
Booster tank furnished shall be minimum 225 gallon capacity,
located In forward portion of pIckup box. Tank shall be
fabricated of 12 gauge stainless steel or polyproplene and
properly baffled compartments (minimum of four). Tank shall be
equipped with a fIll stack with hinged cover and stainless steel
hinge.
Tank shall be made as wide as pOSSible (64") and "T" shaped to fit
In forward position of pickup box with ample clearance for
-wheelwells. Tank top shall be fabricated of stainless steel
welded In posItion and properly supported to hold the weight of
specIfied hosereels and related equipment.
Tank fIll lid shall contaIn vent for trapped air.
A 1.5" cleanout draIn plug shall be furnIshed and located In the
rIght hand rear lower tank bottom corner.
Rear of tank shall have 3/16" angular support brackets extending
approxImately 30" to rear of tank with fabricated cross supports
for mounting fire pump.
FIRE PUMP AND ACCESSORIES
A Waterous 250 GPM portable pump wIth a Briggs and Stratton 18
horsepower engine, or equal shall be provided and Installed by
bidder.
Bidder shall equip pump with:
(1) 1-1/2" Akron ball valve gated dIscharge to (1) crosslay.
(1) 2-1/2" capped rear suction with Internal strainer
(1) 1" Akron ball valve gated discharge to specifIed booster
reel
(1) 2" gated tank-to-pump suction valve
(1) 2" flexible tank-to-pump suctIon line
(1) 3/16" (minimum) gated pump cooling/recirculation line
(1) pump drain valve
Suctions and discharges shall be NST, bronze construction with
chrome plated rocker lug caps with chains.
Tank-to-pump suction shall be positioned approximately 1/2" above
tank bottom for maximum water availability.
Page 4
Flexible wire reinforced high pressure discharge lIne shall be
used between pump discharge and specifIed hosereel.
REMOTE CONTROL PANEL
Bidder shall furnished and Install a brushed stainless steel rear
control panel with:
1. Integral top light housing with 12 volt enclosed light fixture
2. Remote 2-1/2" lIquid filled pump pressure gauge
3. Remote vernier style engine throttle control
4. Remote push-pull choke control
5. Remote push-pull tank to pump control
6. Remote push-pull booster line control
7. Remote electric start button
8. Remote push-pull type 1.5" valve control for crosslay.
BOOSTER HOSEREEL
Bidder shall furnished and Install one electric rewind Hannay
booster hose reel, mounted to top of specified booster tank to
play out both right and left sides of the body. Mountings shall
be of steel construction with all necessary connections between
fire pump and specified reel furnished. Hosereel mounting
brackets shall be equipped with chrome and/or staInless steel
3-way hose roller assemblies on left and right sides designed to
guide hose to sides, front, or rear of unIt. Discharge to the
hosereel shall be equIpped with high pressure swivel Inlet and
wire reinforced hIgh pressure hose with re-usable fittings. There
shall be one (1) 12 volt electric rewind assembly furnished with
two (2) push button switches located one on each side, easily
accessible from ground level. The hosereel shall be equipped with
150' of 800 PSI, 1" I.D. fire department booster hose and Akron
#1702P booster nozzle with pistol grip.
Two (2) rubber nozzle holders shall be furnished and Installed one
on each side near the hosereel.
Page 5
EMERGENCY EQUIPMENT
Bidder shall furnish and Install a Code 3, MX 7400AL Ilghtbar,
designed to fit the roof of the truck cab. Lens shall be clear
wIth red bulbs. Light bar with alley lIghts shall be complete
with Intersection lights.
Bidder shall furnish and Install a Code 3. V-Con II siren with a
100 watt amplifier and complete with phaser Intersection tone
actIvated by horn button. There shall be a 100 watt chrome siren
speaker recessed In specified front bumper.
Two (2) MaxI grille strobes lights shall be provided, one red
and one white, In grill.
Bidder shall furnish and Install two (2) Unity AG spotlflood deck
lights at the rear of the body, mounted on specially desIgned rear
corner posts with rear stainless steel 1-112" crossbar,
approximately 36" above closed tailgate. This rack shall be
properly braced and secured to withstand heavy use. Lights shall
be switched at the lights.
COMPARTMENTS AND TAILBOARD
A special compartment 1-1/2 crosslay shall be built of aluminum
treadplate and located behInd the reel above the tank.
Compartment shall have doors on both ends and be built full width
of pickup box. Design shall be approved by Andover Fire
Department truck committee before construction.
Bidder shall furnIsh and Install a 14" extended rear beaver-board.
This tal I board shall be located below the rear tailgate and not
Interfere wIth opening or ClOSing of tailgate. This extension
shall be heavily braced, and covered wIth grlpstrut. A tow eye
shall be bolted to the rear frame rail, extending to the rear of
the body between the tailgate and the specified beaver-board.
ALUMINUM SCUFFPLATING
Bidder shall furnish, fabricate and Install polished 4-way
aluminum treadplate In the follOWing locations:
1. Both top edges of piCkup box sides and down over both Inside
and outside edges approximately 2".
Page 6
2. Inside surface and over top edge and down approximately 2" on
pickup tailgate.
PAINTING AND FINISHING
Entire fire fighting unit to be properly cleaned, sanded, solvent
washed, and sprayed with primer. Units shall be fInish coated
with red acrylic enamel with urethane hardeners and gloss
additives. Color to match pickup chassis. All components shall
be disassembled, painted, and re-assembled prior to InstallatIon
In piCkup. Approved rustprooflng material to be applIed to entire
underside of skid assembly prior to final Installation. Top of
cab to be painted black compatible with aerial and pumper specs
from bottom of windows up.
One pInt of touch-up paint for each color shall be provided by
bidder.
Gold scotchlIte with two-tone blue shading to match existing
apparatus shall be provided.
Lettering on each cab door shall be:
ANDOVER
FIRE DEPT.
A two (2) digit number shall also be placed on unit. Number and
location shall be determined by Andover FIre Department Truck
Committee at a pre-construction meeting.
Entire pickup box floor shall be covered with 3/4" rubber matting.
Page 7
SPECIFICATIONS FOR ONE (1) 4 X 6 CHASSIS AND TANKER BODY
INTENT
It Is the Intent of these specifications to describe and to
establish the functional requirements for one (1) 4 x 6 chassis
and tanker body.
The apparatus shall be the manufacturer's latest model, ready for
Immediate operatIon at time of delivery.
GENERAL TERMS
These specificatIons shall be construed as minimum. Should the
manufacture's current pUblished data or speciflctlons exceed
these, they shall be considered minimum and furnished.
The Andover Fire Department shall be the sole Judge to whether any
bId compiles with these specifications and such a decIsion shall
be final and conclusive.
The Andover Fire Department reserves the right to reject any or
all bids, waive any irregularities or informalities In bidding,
re-advertlse for new bids, and purchase the apparatus best suited
for the purchaser's use and not necessarily the low bid submitted.
RESPONSIBILITY AND QUALIFICATIONS OF BIDDERS
The manufacturer must stock a complete line of all fire fighting
equipment and parts for this apparatus. Location of manufacturing
plant and nearest service facility must be outlined In bId,
Including a complete history of the manufacturer.
A statement of financial condition and/or Dunn and Bradstreet
rating may be required by purchaser prior to award of contract.
A blueprInt of actual truck to be buIlt shall be provided with the
bid.
Page 1
DELIVERY
The manufacturer shall specify the approximate delivery date after
acceptance of contract for this unIt.
ApproxImate delivery date: 9 months after bid Is awarded
TESTING
The manufacturer will complete full testing of all components
relating to apparatus and equIpment. In addition. satisfactory
road test vehicle to assure performance to meet specifications.
Page 2
CHASSIS SPECIFICATIONS - Chassis to be provided shall be new 1990
model (or newer) commercially avaIlable chassis.
Chassis shall be an IH 4900, 4 x 6 or equal
245 horsepower turbo diesel engine (minimum)
Allison #MT653 automatic transmission, five speed
Full aIr brakes
84" cab to axle
152" wheelbase
16,000# front axle
34,000# rear axle
14,000# front suspension
Heavy duty front shocks
34,000# rear suspension
Power steering
Single right side horizontal exhaust
135 amp alternator
Automatic reset circuit breakers
Stationary grille
50 gallon left sIde step fuel tank
Heavy duty cab heater, 35000 BTU minimum
Tinted glass
Silicone heater hoses
16" x 7" stainless steel mirrors, fold back type
6" round convex mirrors
Vinyl bench seat
Engine hourmeter
Heated air dryer
Automatic moisture ejectors
Steel disc wheels
Steel belted radial, lOR 22.5 12 ply, front
Steel belted radial, lOR 22.5 12 ply, rear
Two (2) cab spotlights
Extended front bumper
Cole Hersey dual battery
Two (2) rear spotlights
Shore line battery charger
Outside air hookup
Tank level Indicator cab and control panel
Tow hooks front and rear
Halogen headlights
Page 3
TANKER BODY
Bidder shall provide and mount a 2500 gallon tanker body and
related equipment on above chassis.
The steel used for the barrel of the tank Is to be stainless steel
or polyproplene with tensile strength of 70,000 pounds per square
foot. All seams to be welded on both sides. 14-lnch dome on top
of tank for overfill.
All low profile skids shall be made of formed 7 gauge steel the
full-length of the tank for maximum strength and support with
gussets placed In the skids every four feet for added strength.
The Inside of the skid shall be Tuff-Flex coated for rust
protection.
Standard baffling shall be included In all tanks. All bafflIng
shall be Cor-Ten 7 gauge steel and be full-length welded for added
strength.
The Inside of the tank shall be sandblasted to a white metal
finIsh before the tank Is assembled. All welds on the inside are
sandblasted after assembly. Two coats of coal tar epoxy coating
shall be applied to the Inside of the tank.
The tank mounting shall be designed to allow for flexing between
chassis and body. The unIt Is mounted wIth forwa.d sp.Ing loaded
mounts and rear mounts bolted rigid with a Duer-60 rubber sill
between the truck frame and the tank skid.
A 10. square Newton dump valve shall be mounted at the rear with a
manual level. There shall be an electric actuator provided for
dump valve In the cab. There shall also be a telescoping steel
extension chute for this valve.
A 4" storz butterfly valve tank fill shall be provided at rear of
tank.
There shall be provided one (1) Waterous CPK-2 PTO pump or
equivalent, with panel on left side behind drive..
There shall be provIded one (1) 2-1/2" dIscharge on each side of
apparatus.
There shall be provided one (1) 2 1/2' Inlet on the left side.
Page 4
Hand rails of I" diameter shall be mounted on apparatus for safety
and dress.
A full width rear tube bumper on the rear of the body shall be
Installed.
Catwalks constructed of aluminum treadplate shall be provided.
Skirting shall be constructed of aluminum or staInless steel with
rubber fenderettes.
Hard suction trays shall be mounted on top of the catwalks.
A 3000 gallon portable tank shall be provIded and Installed on a
fold-down rack. Dump tank rack shall be constructed of I" square
tubing frame with an aluminum .090 tray with a neoprene roller for
ease of loading and unloading of folding tank and hinged to fold
down to the side for accessibility.
Heavy duty mudflaps shall be provIded for the front and rear
wheels.
The ladder from the catwalk to the top hatch Is constructed with
1" tubing, hand ralls, and grip strut steps.
Compartments shall be provided on each side of apparatus. Each
compartment to be 30" wide x 20" deep, and 28" high, made of
staInless steel or .090 type 303 aluminum. All latches, screws,
and hinges are stainless steel. All doors are to be automoatlc
type weather sealed. Each compartment shall be louvered vents and
drains. All latches to be slam type. Closing shall not require
release, unlocking or unlatching and shall be easily accomplished
with one hand.
Bidder shall furnish and Install one (1) Hannay electric rewind
booster reel complete with 150' of 800 PSI 1" booster hose and
Akron #1702P booster nozzle. Location of booster reel will be In
an enclosed rear compartment.
ELECTRICAL
Wiring shall be SXL cross link wire and meet or exceed all modern
automotive practices. The wiring shall be run In conduit raceways
or loom where necessary and properly secured with clamps or ties.
When passing through metal, there shall be a grommet to protect
all Wiring and loom.
Page 5
All body wiring shall be color coded and protected by automatic
reset circuit breakers.
All wiring run under the chassis shall be Inside the frame to
junctions and fastened with ties and clamp.
Insulated terminals shall be one of the following types:
self-insulated, molded, or soldered.
All electrical switches shall be mounted on a separate panel to
allow pre-selection of lights. All electrical switches for
lighting will be easily removable for any work that may have to be
done such as updating or adding other equIpment at a later date.
Terminal board circuit breakers and flashers shall be mounted and
labeled. All swItches shall be properly labeled.
The body shall have side and rear marker lights. All lights shall
conform to all I.C.C. and state standards.
Compartment lights with compartment door switch. Open door
Indicator In cab.
Auxiliary five rocker panel with back lighting #415-T for
auxiliary switching.
A backup alarm shall be provided.
Bidder shall furnish and Install a Federal #Q2B sIren. SIren to
be actuated by a foot switch on the officer's side and by the horn
button In the steering wheel. The driver shall have the option to
control the sIren or the chassIs horns from the horn button by
means of a selector switch located on the Instrument panel. The
siren Is to be located on driver's side of extended front bumper.
Bidder shall furnish and Install two (2) Grover 1501 emergency
chrome air horns. The horns to be piped to wet tank utilizing
.38" tubing. A pressure protection valve and a shut-off valve
shall be Installed to prevent loss of all air. A lanyard control
for the air horns shall be Installed on the cab roof within reach
of the officer and the driver. The air horns shall be recessed In
the front bumper, one each side.
Page 6
Bidder shall furnish and Install a Code 3, MX-7000AI llghtbar,
designed to fit the roof of the truck cab. Lens shall be clear
with white or red filters. Light bar shall be complete with
Intersection lights.
Bidder shall furnish and Install a Code 3, V-Con II siren with a
100 watt amplifier and complete with phaser Intersection tone
activated by horn button. There shall be a 100 watt chrome siren
speaker recessed in specified front bumper.
Two (2) Maxi grille strobe lights shall be provided, one red and
one white, In grill.
Four (4) Mini-Max lights shal I be provided, two each side.
Two (2) Whelen 360 degree red strobe warning lights shall be
provided at the rear of the truck, located one each side. The
rear deck lights shall be mounted as high as possible.
PAINTING AND FINISHING
Entire fire fighting unit to be properly cleaned, sanded, solvent
washed, and sprayed with prImer. Units shall be finish coated
with red acrylic enamel with urethane hardeners and gloss
additives. Color to match chassis, with chassis cab painted black
from bottom of windows up. Red paint, Dupont #97902U.
All components shall be disassembled, painted, and re-assembled
prior to Installation In pickup. Approved rustprooflng material
to be applied to entire underside of skid assembly prior to final
Installation.
One pint of touch-up paint for each color shal I be provided by
bidder.
Gold leaf with two-tone blue shading to match existing apparatus
shall be provided.
Lettering on each cab door shall be:
AlmOVER
FIRE DEPT.
A two (2) digit number shall also be placed on unit. Number and
location shall be determined by Andover Fire Department Truck
Committee at a pre-construction meeting.
A 4" white scotchllte stripe shall also be Installed on the
apparatus.
Page 7