1996-02-201. Call to Order
2. Roll Call
3. Agenda Adoption
4. Consent Calendar
a.
b.
c.
d.
e.
f.
9•
h.
n.
o.
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
CITY COUNCIL AGENDA
February 20, 1996 - 7:30 P.M.
Acknowledgment of the February 13 Parks and Recreation
Commission Minutes.
Acknowledge Receipt of Information on Microphone Use in the City
Council Chambers. ,
Acknowledge Receipt of the Unapproved Minutes of the January 3
NDC4 Commission Meeting.
Acknowledgment of the Treasurer's Report for January.
Acknowledgment of the Fire Department Report for January.
Approval to Appoint Assistant Weed Inspector.
Acknowledge Receipt of an Update regarding Wentworth Watermain
Project.
Approval of Resolution Approving Final Plans and Specifications and
Authorizing Advertisement for Bids for Pipe Materials for.the
Wentworth Water Project (Improvement No. 95, Project No. 4A) -
RESOLUT/ON NO. 96-08 - --
Approval of Resolution Denying a Conditional Use Permit and
Variance to US West (Case No. 96-03) - RESOLUT/ON NO. 96-09
Approval of Aerial Photography Agreement Amendment.
Approval to Purchase Additional Filing Cabinets and Office Equipment.
Acknowledge Receipt of Information from Dakota County HRA.
Approval of Resolution Approving Final Plans and Specifications and
Authorizing Advertisement for Bids for Improvements to Serve
Curley's Valley View, Curley's Valley View Replat, and Surrounding
Areas.(Improvement No. 93, Project No. 4). -
RESOLUT/ON NO. 96-10
Approval of the List of Contractors.
Approval of the List of Claims.
,� � �� •� •��.
5. Public Comments
• i i � • � . � � ► , � •
a. Discuss Royal Redeemer Lutheran Church Lighting Request.
b. Discussion on the Installation of Lights at Mendakota Park Ballfields.
c. Review Mendota Interchange Landscape Plans.
d. Discuss Fire Truck Specifications.
e. Discussion on Cellular Tower Regulations.
f. Review and Discuss the Possibility of Installing Additional Antennas
on the City's Water Tower.
g. Consider Enacting a Permanent Tree Permit Policy -
RESOLUT/ON NO. 96-1 �
h. Discuss Rescheduling the March 5 Council Meeting to Thursday,
March 7.
� � �����-�
8. Adjourn
Auxiliary aids for disabled persons are available upon request at least 120
hours in advance. If a notice of less than 120 hours is received, the City of
Mendota Heights will make every attempt to provide the aids, howeve�, this
may not be possible on short notice. Please contact City Administration at
452-1850 with requests.
r
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY.NIINNESOTA
PARKS AND RECREATION CONIlVII5SION MINUTES
FEBRUARY 13.,�996
The regulax meeting of the Mendota Heights Pazks and Recreation Commission was held
on Tuesday, February 13, 1996, in the Council Chambers at City Hall, 1101 Victoria
Curve. The meeting was called to order at 6:35 PM.
The following members were present: Libra, Kleinglass, Spicer, Linnell, and Liberacki.
Norton and Damberg were excused. Also present were Interim City Administrator Kevin
Batchelder, Parks Project Manager Guy Kullander, and Administrative Intern Patrick C.
Hollister. •
The following members of the community were present:
James L. and Julie M. Bader 910 Mendakota Court
Frank Friedman 906 Mendakota Court
Marl and Mike Black 904 Mendakota Court
7ohn Korman 2251 Dodd Road "
John Noern 915 Douglas Road
Dennis McCornuck 902 Mendakota Court
Morris Friedman . 789 Hokah Ave
7ann Blesener 848 Mendakota. Court
Bill Wagner from the Highland Villager was also present.
APPROVAL OF MINUTES
Commissioner Libra moved to approve the 7anuary 9, 1996 Minutes. Commissioner
Kleinglass seconded the motion.
AYES: 4
NAYS: 0
INTRODUCTION OF PATRICK C. HOLLISTER..ADMINISTRATIVE INTERN
Kevin Batchelder introduced Patrick Hollister, the new Administrative Intern for the City
of Mendota Heights. The Commission then introduced Mr. Hollister to the audience.
Commissioner Liberacki arrived at 6:45 PM.
ELECTION OF OFFICERS
Commissioner Linnell moved to reappoint Spicer as Chair and Norton as Vice-Chair, and
to appoint Hollister as Secretary. Commissioner Kleinglass seconded the motion.
AYES: 5
NAYS: 0
BALL FIELD LIGHTS AT MENDAKOTA PARK
Kevin Batchelder provided a brief history of this issue. Mr. Batchelder explained that the
Mendota Heights Athletic Association had expressed a need for more field time for their
youth baseball program. After looking at alternatives such as increasing weekend play and
flexible scheduling for the 1996 season, the Pazks and Recreation Commission had a 7oint
Workshop with the City Council on January 9 to discuss long term solutions, including the
possibility of lighting Mendakota Field. The Council directed City Staffto prepare a
feasibility report and present it this evening to the Parks and Recreation Commission.
John Norton of the Mendota Heights Athletic Association explained that a total of 38
fields are now needed for baseball and softball, but the athletic program will lose between
8 and 12 fields in 1996. '
Mr. Kullander then presented the Feasibility Study of possible light arrangements at
Mendakota Park.
Mr. Kullander explained that the City Council was the only entity that could decide to �
expend City funds. Mr. Kullander added that what he was presenting was only a Draft
Feasibility Study and that Staffwould try to incorporate input from the audience into the
Feasibility Study to be presented to the Council on February 20, 1996.
Mr. Kullander explained that the City Council has directed Staffto prepare a Feasibility
Study for the installation of a sports lighting system at Mendakota Park to be presented to
this commission for review and comment. Mr. Kullander said that the recommendation
from this commission will be presented to the City Council next Tuesday February 20,
1996.
Mr. Kullander explained that all city park land suitable for ball fields within the City of
Mendota Heights had already been developed. Thus to increase field time, the City had
the following options:
1. Purchase or lease land and build a new complex.
2. Add lights for approx. $225,000 to get more use of Mendakota Park.
Mr. Kullander explained that the Parks and Recreation Commission is reviewing the
option of installing a sports lighting system at Mendakota Park for the following reasons:
a
1. There is a shortage of fields to accommodate the requests from the Mendota Heights
Athletic Association and other youth user groups.
2. The new lights would enable adult softball teams to play one or two additional games
per night, thereby freeing fields for youth play.
3. The cost of the light complex would be $225,000, whereas the cost of land and
development of another four field complex would be from $1 to $1.5 million.
Mr. Kullander explained that the lighting system would have the following system design
elements:
1. Determine performance and level of lighting desired.
2. Establish criteria for spill light allowed offthe play field.
3. Select a system that best meets design elements 1 and 2 above.
Mr. Kullander explained the following about the performance level of a lighting system:
1. Baseball and softball fields require two levels of light; one for the infield and another
for the outfield. Recreational lighting is considered to be 30 foot-candles infield and
20 foot-candles outfield.
2. Light should be uniform and smooth over the playing field.
3. Each point on the field should be lighted from two or more locations to eliminate
shadows.
4. Lights should p,rovide 10% to 15% greater average light level to offset loss of light as
the lamps age. �
Mr. Kullander then explained methods which are typically used to reduce the light spillage
offthe field:
1. Lights are typically aimed downward at an angle of 60 degrees or less. `
2. Modern lights have reflectors and baffles which eliminate the "glare" effect.
3. Modern lights can also be fitted with hoods to reduce the amount of spillage above the
field.
Mr. Kullander also explained about different types of lights and how they cast light at
different angles, which is a specific concern for corner poles.
Mr. Kullander then showed three sample pole arrangements and their estimated costs:
1. A 16-pole design which would cost about $200,000.
2. A 20-pole design which would cost about $220,000.
3. A 28-pole design which would cost about $200,000-$212,000.
Commissioner Spicer then asked Mr. Kullander which pole arrangement would be the
least objectionable from an aesthetic point of view.
Mr. Kullander replied that it depended on one's point of view, but that the 28-pole
arrangement would reduce light spillage over the 16- or 20-pole arrangements.
Mr. Kullander explained that construction costs of a lighting system vary depending on the
desired light level, luminaire design, number of poles, amount of spill light allowed off
fields, and other extra or add-on items. (ie: PA system, .scoreboards, buried conduit in
place of direct bury wire, etc.) Mr. Kullander explained that a uniform lighting system will
cost in the range of $180,000 to $230,000 dollars plus staff overhead and any consulting
fees. Mr. Kullander stated that a competitive bidding process would be used.
Mr. Kullander explained that the major cost of operating the light system will be electrical
charges by NSP. Mr. Kullander continued that using the lights an average of two hours
per night or 50 hours per month will result in $7,500 in charges per season. Mr. Kullander
stated that extending the number of games played each evening could require a park
maintenance employee to remain on duty for an average of four hours per night. Mr.
Kullander said that depending on the employee's pay level this could cost from $2,000 to
$5,000 per season.
NIr. Kullander explained that the Special Park Fund has a current balance of $463,000.
He added that the Parks and Recreation Commission had judiciously refrained from
drawing down the Fund so that the $25,000 plus interest earned each year could be used
for various park improvements each year.
Mr. Kullander suggested that the least expensive way to finance this project would be the
use of the Special Park Fund. No interest or other fees would be added to the total
project cost. If the City Council orders this project to be done and draws down the
Special Park Fund, they may wish to look at a tax levy or some other funding source to
replenish the Special Park Fund.
Mr. Kullander listed the following additional items for consideration by the Park
Commission not as a recommendation but to list all possible ideas or uses so that the
Commission could state their positions on these issues:
1. Provide wiring and attachments for a public address system.
2. Provide wiring for electronic scoreboards.
3. Operation of a concession stand.
4. Construction of a storage building for park equipment and bulk storage items.
5. Additional lights at the lay area for safer night-time use.
Commissioner Spicer then invited questions from the residents in at�endance.
7ames L. Bader stated that he passes by the park every night and had two questions:
1. When are the fields not in use? (Mr. Bader claimed that at least 2 ar 3 nights per week
the fields were not in use.)
2, During ga.mes people park on bath sides of Mendakota Drive. The parking lot is half
full, and caxs are pazked an the street.
Mr. Bader stated that putting lights on the field would serve to increass the danger to Iocal
residents. Mr. Bader stated that if this kind of intensive use was intended for this area, the
streets should have been made wider. Mr. Bader also stated that if demand for field time
is growing sa rapidly, it would be waste of money to buy the lights, since the City would
simply have to build more fields down the road. Mr. Bader submitted that it woutd be
better to use the money to buy fields now.
Commissioner Spicer answered that the City had spent a year loaking far patential sites
for new fields, and that none e�st.
Mr. Kultander siated #hat there is na parking al]awed on one side of the streets in the
vicinity of the park„ and that a new centerline was scheduled to be painted on the road in
1996.
Corrtmissianer�Kieinglass asked Mr. Batcheider to address Mr. Bader's concem abaut the
fields not being used every day. �
Mr. Batchelder responded that the fields at Mendakota park are nat typically used on
Friday or Saiurday nights. Mr. Ba#chelder said that there is Adutt Softball an all four
fields from Monday through Thursday. Mr. Batchelder said that the City tried to persuade
the IVg�1A to use the fields on Friday and Saturday for softball, but they dec2ined.
Mr. Bader siated that if there was too much demand for toa few fields, the city shoutd
scale back pragrams. He alsa asked why more games couldn't be played in the daytime.
1VIr. Norton, MHAA Baseball Commissioner answered that during the daytime it was very
difficutt ta get volunteers, coaches, umpires, etc., and that daytime piay just would not
work.
Ms. Blesener stated that she chaired the referendum which included the ballfield complex
at Mendakota Pazk. Ms. Blesener added that she doesn't deny that there were discussions
of lights at this gark, but did nat think that they wauld be built this soon. Ms. Blesener
stated that aesthetics were of a great concern to the neighbors and that the poles and lights
would be an eyesore. She alsa objected to the naise from games. Ms. Blesener said that
the traffiic noise from the fieid was bad until about 9:OQ and that people wished to ga to
bed by that time. Ms. Blesener added that as a t�payer she was concerned about the
casts ofthe system. Ms. Blesener stated that the whole athletic program needs to be
redesigned. Ms, Blesener suggesied that the athletic programs should try to meet demand
by scheduling weekend games a.nd playing shorter games. Ms. Blesener complained about
the "knee jerk reaction" of putting up lights because they can't buy more fieids.
Ms. Blesener stated that this new light system will create an absolute eyesore in the
community "with all the charm of a K-mart parking lot."
Mr. Bader stated that more games should be held during the day, and that the fields should
be used by the MHAA during the weekend days.
Mr. Norton replied that there will be more youth baseball on weekends for the coming
year, and that many parent members in the MEIAA are complaining about weekend play.
Frank Friedman stated that the aesthetic concerns are too great and that the neighborhood
will be negatively affected by this proposal. He also complained that he had not seen any
numbers regarding fields per participants, time usage, growth in play, etc.
Mr. Bader stated that since even with the lights, the demand for field space will not be
met. If the demand can never be met, then why try to meet the demand? Where does it
end?
Spicer assured the audience that the Commission understands their objections and
reminded them that the Commission is only an advisory body to the Council.
Ms. Black �tated that the residents of this axea alrea.dy have to endure the NSP plant and
airplane noise, and now would have to suffer this annoyance as well.
Spicer commented that in regards to cost-effciency, there is not another "pinwheel"-style
ball complex in the metropolitan area without lights. �
Ms. Bader complained that the Adult Leagues invariably engage in drinking after games
and that the curved streets are dangerous.
Ms. Blesener stated that there appeared to be a double standard at work in the City, since
both St. Thomas and Sibley were prohibited from erecting lights and now the City is
contemplating putting up its own lights in the middle of a residential area.
Ms. Blesener also stated that at the time that the Park Referendum was passed, the City
had the opportunity to create another youth field at Huber Drive and Mendota Heights
Road but did not do so.
Mr. Korman stated that the lights would only benefit a small number of residents. Mr.
Korman also stated that if the lights were to be constructed, pretty soon they would be on
until 11 PM. Mr. Korman stated that he moved to Mendota Heights for peace and quiet
and that this would be disrupted.
Ms. Bader expressed concern for the children in the neighborhood.
Morris Friedman stated that the residents east of Dodd Road were already close to the
ballfield, and already had to listen to the playing and hollerin�. Mr. Friedman also asked
whose responsibility it was to expand for all the demand, and asked what would have
happened if the referendum had failed. He stated that the ballfield was only a few yeaxs
old, and now it would already receive lights.
Commissioner Spicer asked for a motion.
Kleinglass recalled that at the Workshop it was stated that the kids would not play on
Friday, Saturday, or Sunday, and now they wish to play at Mendakota park. He stated
that it would be a disservice to people to light the fields.
Commissioner Spicer again asked for a motion. Kleinglass made a motion to recommend
against lighting the fields. Commissioner Spicer asked for a second to the motion. There
was none. '
Liberacki recalled that there was a lot of discussion at the Workshop including charts ,
showing the use of the fields. He stated that lots of information on demand and use was
available at the past joint meeting. Liberacki stated that all parties were willing to
compromise for this season in order to get to a long-term solution. Liberacki directed
Staffto make available the data showing that the need for fields has truly exceeded ;
capacity despite the willingness of all sides to compromise.
Liberacki informed the audience that he is a Landscape Architect and that he believes that
strategically placed trees can help screen homes from the lights. He then made a motion
to recommend to the Council that they determine a funding method for the lights,
provided that they also provide for $10,000 worth of landscape screening to alleviate the
potential visual impact of the lights. �
Libra seconded this motion.
Mr. Linnell stated that his interest is primarily in natural areas and trails. Linnell; added
that the housing in his neighborhood is turning over rapidly and that the number of kids in
his neighborhood is on the increase. Linnell stated that he is concerned about the use of
the Special Park Fund for the lights, and would prefer that the Fund be used for the
purchase of natural areas and open space. Linnell added that purchasing the lights was a
cheaper and more feasible option than constructing a new ballfield complex.
Spicer stated that he has to weigh the petition of 1200 households in favor of lights at
Mendakota against the concerns of the surrounding neighbors.
Spicer stated that he wished to add the following amendments to the Liberacki's motion:
1. That the lights must be constructed in an aesthetically pleasing manner (nice poles, few
lamps, etc.) ,
2. That the lights never be on after 10 PM.
3. That the lights only be used from May 15 to August 1 of each year.
4. That the Special Park Fund contribute no more than 25% of the total cost of the lights.
Kleinglass stated that he is not in favor of constructing the lights, and that it is unfair to
say that 1200 people are in favor of the lights.
Norton stated that the MHAA has agreed to schedule between two and four weekends of
play in order to meet demand and work cooperatively with adult softball schedules.
Libra stated that the lights constitute a reasonable expansion of the use of the fields. Libra
added that the City has investigated alternate means of ineeting demand, such as spending
$40,000 to $60,000 for temporary fields at Mendota Plaza. for 5 years. Libra stated that
there is a tremendous amount of information available about the MHAA's need for
additional fields. Libra stated that the lights would benefit and serve the youth of the
community.
Spicer stated that he wished to add another amendment to Liberacki's motion; that there
be no additional softball leagues created. Commissioner Libra disagreed that this
restriction should be placed on City recreational programs.
Ms. Blesener stated that the �ights represent too much tax money spent to simply e�rtend
play for'one more hour.
Linnell stated that the athletic community must work with their scheduling to a greater
extent to accommodate demand. Linnell added that he would be less willing to build more
fields if lights went in at Mendakota Park.
Linnell stated that he wished to add an amendment to Liberacki's motion that no more
lighting be constructed in the area for the parking lots, the play area, and the soccer field.
Ms. Blesener stated that additional landscaping should be included that would shield the
NSP plant.
Commissioner Spicer called for a vote on Liberacki's motion as amended:
Motion to recommend to the City Council that they determine a funding method for
bal�eld lights atMendakota Parkwith the following conditions:
1. That they also provide for $10, 000 worth of landscaping to alleviate the potential
visual impact of the lights.
2. That the lights must be consiructed in an aesthetically pleasing manner (nice poles,
few lamps, etc.)
3. That the lights never be on after 10 PM.
4. That the lights only be used from May IS to August 1.
S. That the Special ParkFund contribute no more than 25% of the total c�rst of the
lights
6. That no more lightin,g be constructed in Mendaluata Park for ihe parking lots, the
play area, Qr the soccer�eld
AYES: 4 �
NAYS: 1 (Kleinglass)
REVIEW OF SPRING RECREATION ACTIVITIES �
Mr. Batchelder pravided a review af Spring Recreatian Activities including golf leagues,
adult snftball, sand volleybail, in-line skating and "Build-a-Bird House."
UPDATES
Mr. Batchelder provided updates of the foiiowing items:
• Police and Parks De�artment Reparts far 7anuarv,
• Friends of the Parks Tree Pro�ra.m - Februa.ry Newsletter. The Friends af the Parks
will once again be having their tree sale this year. This will be announces in the '
February issue of H�ights Highlites.
• Par 3 Gotf Course - Ski Trail Discussion. Staff met with Mike Cashill of the Par 3
Golf Course to discuss the possibility of allowing crass-country skiing at the course,
• FriendiX Marsh Park Trail - Senior �-Iausin�.
• i3arriett island Interpretative Center - Invitation by I1rIl�IlEtAA. _
• West Saint Paul Parks and Recreation Information. Sta�provided informatian
regarding golf at Thompsan Oaks and ather West Saint Paul prograrns.
ADJOU�RNMENT
Motion to adjourn rnade by Kleinglass and Secanded by Linnell
AYES: 4 '
NAYS; 0
� The meeting adjourned at 8:55 PIvI.
Respect,�'ully Submiited,
Fatrick C. Hatlisterr�'� �
�
�
Febntazy 20, 1996
i i i i � :i :
To: City Council, Planning Commission and Staff inembers
From; Patrick C. Hollister, Administrative Intern
Subject: Microphone Use in the City Council Chambers
Recently we have received some criticiszn from home viewers abaut the audio quality oi our
live meetings. T�is memorandum is to r�:mind everyone of proper microphone use.
The fallowing items are suggestions for proper microphane etiquette:
1. IvIake sure the miemphane is turn�� on. Ea.ch council and staff microphone has an
individual mute switch.
2. You maq wish to test the micraph+�ne to see if it is functioning properly. Check it by
speaking into it ihe way yau normally would - DO NOT BLOW INTCf OR TAF ON
THE MICROPHONE. Feel free to introduce yourself to your cablecaster before the
meeting and 'ask her to check the ieading on your microphone, if you saspect any
problems.
3. The system has been adjusted so tl�at the proper distance is about twelve inches �{12")
from the micmphone. If you move tao close or tao far away, variations in the sound
level may occur which may make .it difficult for listeners to hear and for the productian
crew to adjust far. �
4. Address the microphone properly ��vhen speaking. Find a comfortable positian fmm the
micx�ophone and s��e:ak directly intt� ii. l���intain a consistent distance from the
micmphone, but most impartant - be comfartable and relax.
5. Speak clearly and distinctly. Pasition the microphone at mouth level and spe�k directly
into the maicmphone. Avoid leanit►g back whi2e talking or tallcing off to the side of the
micraphone for more thau a few sE;conds. Please be careful not ta block yonr voice by
coveringJblocking your mauth witli your hands. '
6. Before and during the meeting, be sure to instruct all presenters ar audience s��eakers to
use either the podium micmphone or other microphones available. We have a hand-
held cordless microphone, a clip-on cordless microphane and a directianal microphone.
7. Please iuvite guests to come forward and s��eak into the designated micraphone. Guests
may need spe�ial instructions to adjust the height of the padium micraphone to match
their height.
Please see attached article on How ta �Te1p Yaur Elected C►f�cials Lac�k Their Best on
Television. �
.�.x���x� cv .���c� rvur �te�:���� t.�f��ca °s �oo�c 1 �te�t� .�est vn :tetev�s
by John Risk
More and more cities are lelevis-
ing c!!y counci! mesiings. Appearing
on cabSe tetevisfan tor the first time is
not atways easy tor newiy elected
council members. The toqowing
intormation !s use(ul to share with
your councit members ahaut
metMods ta ioak and sound their best
on cabte television.
Glall�ing: Well tatlored, liglitwelgl�t
clotl�ing is preferrecl. Faur ta tive
hotsrs under hot teievisian tigf�is can
ba very uncomtortabte in clothtng
lhat dass not "breathe." Avold her-
ringbone or checkered pattems (they
turn rainbow cabrs on TVj. Dan'�
wear pure white (ii aifecls ihe iris af
the cameraj or pure black or navy
blue (tl�ese colors do no! stand ou! .,
against dark backgrounds). Atsa
avoid stiiny jeweiry as it causes
gta�e irom Ihe ligtits.
Recommended colors are medium
. blue or cl�araoal gray suits. Solids
loak betle� than pfinstripes. Pafe biue
or tan shirts iaok good, as do catored
iies with canservative patter�s.
Women appear best in a conserva-
Itve dress ar business suil. Pastel
cotared scarfs aiso work wetl fvr
adding color to women's apparel and
shou(d be neally lucked inta a Jacket
to not laok toa busy abaui ihe face.
Cet everybady know that ietevision
makes peopie took 10-15 pounds
heavter. Thia should not be an
excuse ta eriroq (n Weightwatchers;
simply be aware of how hair stytes�
ciaihing, and make-up can be used
to improve a person's Image.
Poslure: In 1elevision much ot the
message is nan-verbat body lan-
guage. Dv nat rock in y�ur chair.
When speaking ar Ilstening, lean tor-
ward !o show Interest and fnvolve-
ment. Except to� wlld waving, or tap-
ping a pencil. hand gestures are
constructive. They fook naturai and
iitustrate a person's speech. Don't be
airaid to be animated aiid vivacious.
Eyes: The audlence wil! uncons-
ciously be studying your eyes in
ssarch oi confidance, credibitity and
entiiusiasm.'tbu shouid have direci
eye coniact wiih the person to whom
you are addressing. This wlli make
yau appear interested and atlentive.
Phatosensitive eye giasses should
be avaided as teievision ligtiling
makes them appear dark� hiding a
person's eyss.
Speech: Speak cieariy �nd dis-
finclly. Mumbied'speech Is accentu-
aled by televlsldn. !n orde� Ro do their
�obs. mlcropt�ories musl b8 spaken
Itii[1 t{IfRP.iI� Ottnirl l���nln� �vaii iivaU
to speak to someona withoui adjust-
ing your micropitiones In that direc-
tian. Council mIcrophones otten are
tound wlth mule cantrols. C?ccasion-
atiy� these cvntrots are switched in
the v(i position. tf you experience
mic�ophone p�oblems� be sure to
check your mute butEon.
Flnd a comtortabfa pasition from
the micraphane and ba cansistent iri
keeptng ihal distance thraughout the
meeting. When you mt�ve loo clo'se
or too tar� variations in sound levet '
occur and can cause grief ior the
audience and ihe productian c�ew.
Like in otl�er media� sl�orl+concisQ
sentences are easter ta understand
than ihasa lhat ara tong, campii- '
cated� and drawn-out.
Guesls or persons trom ll�e audi-
ence: Unless specitically en!lneered,
masE persons speaking trom the
audienca cannot be heard wiihout
speaking direcity into a micropt�one.
Please invite guests to come torward
and speak lnto the designated
mtcropl�orie at li;e podium, The audi-
enca portian of the ct�arnbers is usu-
aliy poarly lit, moving to ihe podium
area aiso aflows ihe crew ta beiier
conlrol lighli�rg oF public speakers.
Gussts�may need special instruc-
lians, to adjust il�e podium micro-
pF7one to their heigfit. Ptease don'i
be limid aboui Inter�upting ihem In
order tor goad micropttone �lace-
tneni ta occur. Ttie foiks watching at
home witi be very tiianktul. O
Jol�ra Risk is a mea�ber of tt ae
IVATOA Board of Direciars a�id Pres-
ident, Communicaifons Strpport
Group, 8anfa Ana, Californ/a.
�ble Kra,�k .�„�'�� ' gy a'�nnis P. Moylan
►K� Danated By: SWOCC
; �
NORTHERN DAKOTf� COUNTY CABLE
COMMUNICATION;� COMMISSiON
� 5845 Blaine Avenue
, lnver Grove Fteights, M?nnesota 55076-1401
642J450-4891 FRX t�12jQ50-9429 TDD 612/552-9675
►/ 1_ _ 1l 1 ► : ► 1 ►!
TO: City Mayors and Admi;ustrators/Clerks:
- Inver Grove F[eigh#s
- Lilydale '
- Mendota
- Mendota Heig;nts
- South St. Paul!
- Sunfish Lake
- West St. Paul
FROM: Jadie Miller, Executive Direct
DATE; ? Febnxary 1996
RE: NDC4 MEETIlYG MINUTES & AGENDA
4
Enclosed are copies of the �Ap, PRS►y..�" IZ minutes from the Januazy 3rd NDC4
Cammission meeting. Please distribut�; capies of these minutes ta your cifiy council
members.
A1so enclosed is a cogy of the Agenda for the neact full Commission meeting an Thursday,
FEbNafj/ I S, 1996. This meeting will be followed by a joint meeting for Mayors, Council
persons, and apgropriate staff of NDG�'s seven Member Cities, ta discuss the proposed
early franchise renewat and cabie syste:m rebuild, at 5:30 p.m. at Southview Gountry �iub,
239 E. Mendata Road, West St. Paul. We hope ta have representation from ali seven
cities in attendance, in order ta answer questions, disburse information, and gauge
feedback from the group as a whole. F'Iease RSVP at 454-9891 by February 12 for tiie
February 15 meeting. .
Please feel free to contact me with questians or comments prior to the meeti.ng, sa that we
can prepare to provide all requested ini:ormation for this discussion.. �
Encs.
a
Northern Dakota County Cable Communications Commission
FULL COMMISSION MEETING
Thursday, February 15,1996 - 5:00 p.m.
Southview Country Club
239 E Mendota Road
West St. Paul, MN 55118
MEETING AGENDA
�, INFORMATION DISCUSSION
1. CALL TO OIZDERm_ L.Fn�F 5:00
2. ADOPT AGFNDA
3. CON�F.NT AGENDA 5:05
A) Approve 1/3/96 Commission 1Vlinutes '
B) Approve List of Claims 1/4/96 - 2/14/96
4. NDCTV BOARi) APPOINTMENTS 5:10
5. ZiDC4 EL.ECTION OF OFFI ..R� 5:15
6. iTNF1NTSHED .W B SINE 5:20
7. ADJOURN 5:25
X � X
X X
X X
ACTIOlY
X
X
X
X
X
X
4 r
'
l.1NAf�PI-��? VECC�
Northern Dako#a County (:able Communications Commission
Full Corr�mission Meeting
Jai�uary 3,1996
1. Cali ta OrderlPl�•. The January 3, 1996 NDC4 meeting was catled ta order by Ghair
Tourville at 7:OQ g.m. The Pledge of Allegiance was recited.
Members Present: Lucille Co�, Henry Hovey, John Huber (7:45 g.m.j, Jodelle Lsta,
James Levy, Paul Pieper, Milce Sol:ol, Tim Sulliwari, George Tourville, and Richard vtelli
(7:OS p.m.}. 1lriembers Absent: Al�vin Boelter, Laurence Jung, John Lagoo, and 7ohn
OBrien. Others Present: Brian C��ogan (NDC4legal caunssl); and Joy Gurtin and Jodie
IVI'iller {staf�}.
2. L,dopt Agenda - Motian 1-,3'-96-1 tu adopt the Agenda as presented was made by M.
Soko�, seconded by L. Collins, and unanimousiy carried.
.� -� �.-�..
A) Approve Minutes: The Dece;mber 6, 1995 NDC4 minutes were presented for
approval. Mo�.'rvn 1-3-96-2 to apprave the December 6, i99S futl Commission meeting
minutes was made by J. Ista, secan�jed by H. Hovey, and unanimously carried.
B) Approve List of Claims: 'Tl�e List of Claims for 12l1?195 -1l3l96 was gresented
for appraval. 7.1Viiller noted that s��me time ago, the Nliinnesota Association af
Community Telecommunications Administrators {MACTA} requested a valuntary
contributian fram member cities an3 cable commissions to help support its Iobbying
efforts on behalf of cities and comnussions regarding federal and state le�islation. it is
likety there wiil be unbudgeted mor.�ey available at year end ta cover a$1,000 contribution
recommended by staff. Discussion fallowed an how the money would be used by
MACTA. Mt�.tion r.. -3 9�.3 to ap,prove the appropriation of the $1,000 subject to the
finai year-end audit was made by 3. Levy and seconded by L. Callins. It was pointed out
that the financial audit may not be cAmpleted until March 1996. The motion was amended
to make the approval subject ta ap��ropriate review of financial records. Discussion
continued on how the funds would be used. G. Taurville suggested that the 5 cent
contribution be on a per-subscriber basis instead of on the general populatian of the NDC
NDC4 Commission Meeting Unapproved
January 3,1996
service area. Discussion continued and the question was called. G. Tourville amended the
motion to authorize contributing 5 cents per cable subscriber in the NDC area. adjusting
the contribution from� $1,000 to $800. The amendment was accepted by the maker and
seconder of the motion and was unanimously carried. .The motion to make the voluntary
contribution was voted on and carried with, H. Hovey, I. Sullivan, and R�telli voting
No.
Treasurer Huber noted that legal fees have been incurred to date for $3,710 for the
rebuildlfranchise extension issue. B. Grogan explained that these costs are unanticipated
expenses and will likely be shared to some degree by Continental Cablevision. Motion l-
3-9F,-4 to approve the List of Claims for 12/7/95 - 1/3/96 was made by M Sokol,
seconded by R. Vitelli, and unanimously carried.
4. L�IDCN �U date - J. Miller reported that there is a new sports show series called "Jock
Talk" being produced at the NDCTV studio. The live call-in show focuses on sports
activities in South St. Paul. Beginning mid-January into February, the van will be used
weekly for coverage of local school sports. A teleprompter is on order and will be utilized
by staff and producer"s for more professional looking programs.
5. Citizen Comments - Chair Tourville announced that calls are welcomed from the public
throughout the evening's meeting. �
k) System Rebuiid/Franchise Extension: 7. Miller reported that since the last
NDC4 meeting, Continental Cablevision has come to agreement in discussions with staff
and the NDC4 Chair on proposed terms of a Franchise renewal in exchange for a 750 Mhz
system rebuild. Chair Tourville highlighted the major items agreed to by Continental for
this early renewal including a 7-year fianchise extension; provision of fiber optic cable
nodes of 2000 homes per node; line extensions in azeas of Inver Grove Heights and
Mendota Heights not yet served by cable; provision of institutional netv'vorking capabilities
to public schools and libraries, city halls, and the community college; two equipment
replacement grants totalling $300,000; continuation of the annual access operating grant
with a 3 percent compounding annual increase for support of public, education, and
government (PEG) access programming; exclusive ownership of PEG programming by
Continental; rebuilding the current system to 750 Mhz thereby expanding bandwidth;
beginning passthrough of costs on January 1, 1997; and assisting with cost of legal fees
involved with the rebuild/franchise renewal issue up to $3,000. An agreed-upon deadline
for completion of the line extension work is December 31, 1997 and for completion of the
750 Mhz rebuild is December 31; 1998. � � � -
Page - 2
\�
NDG4 Gamrnissian Meeting
.lanuary 3, 1996
Urtapproved
Numerous discussions have taken place between NDC4 Cammissioners and Continental
representatives over the past�six months. It is highly recommended that the current
franchise be updated to include all of the changes that have occurred over the past I O
years i£the Commission.agrees to take this�agreement forward ta Member Cities for
�discussian and apprcival. Continental has offered to put together the final dacument;
however, that document would still need to be scrutinized by NDC4 legal counsel. It is
recommended that NDC4 prepare the finat document, thereby maintaining control aver its
contents making certain Member City interests are included and protecteci. Regardless of
the decision by the Commission tonight, the renewal process and associated casts will
need to be dealt with in the next couple of years.
Chair Tonrville pointed out ihat accarding to current federal law regarding franchise
renewal, unless there have been majar significant problems with the cable provider ar their
progosal is totaliy unacceptable, the regulatofy body canizot simply saiicit R.FP's for
campetitive bids for provision af cable. He fiu�ther nated that federal law no longer allows
franchises to require PEG access operating costs to be sugported by any cable pravider.
Franchise fees, however, would still be required. In Continental's proposed agreement,
they are willing ta voluntarily continue with support of the PEG operations, recognizing
the value of PEG to NDC comrnunities. Costs associated with the support of PEG will be
passed ihrough io subscribers. By the year 2000 when the originat franchise is due ta
expire, Continental will have become a publicly held company and some of the provisions
of this propased agreement may not be possibte because of shareholder interests taking
precedent over community interests. Chair Tourville stated that he believed this proposal
ta be vatuable ta #he NDC4 Member Ci#ies far their consideratian and adoption. It is not
likely such an agreement including a11 the benefits to the NDC4 cammunities will be
derived either cooperativeiy or individually by Member Cities in the year 2000 when the
current franchise expires.
_ ;
J. Miller noted that the NDCTV Board has had an oppartunity to review tlus final
agreement and fully supparts continuation of discussions. This agreement would nat only
allow financial support for PEG but also with tlie technical upgrade to tlie system enhance
PEG channels for viewership, which has been shown by the recent survey to be increasing.
This ageement would allaw Cantinental ta be more competitive as other technologies
enter the arena of providing videoltelephony services. If no agreement is reached at this
time, accarding to the Social Contract which expires in 2001, Continental at its sole
discretian may chaose whsn ta upgrade the NDC system and to what degree. �,
R Vitetli inquired about the role of the Joint Powers Agreement {JPA} shauld this
requested extension be ratified. B. Grogan explained that the current Joint Pawers runs
indefiniteiy but that any city may ternunate their invalvement in the JPA in l��arch, 20�Q.
If xhe franchise were extended another seven years, and a city withdrew from the JPA in
the year 2Q00, that city would stiil be contractually obligated to fizlfl� the fran.chise
extension until its expiration in the year 2047, but would contxol their own franchise fees.
There is a provision for dissalution of the Commission that ailows NDC4 asseis to be
Page - 3
NDC4 Commission Meetin \
9 Unapproved
January 3, 1996
evenly dispersed among member cities should four or more cities withdraw from the JPA
How city equipment would be treated in such a dissolution process is also addressed in the
JPA.
J. Huber requested clarification on how Continental intends to recoup it costs for the
capital grant and continue funding for the access operations. B. Grogan explained that by
federal law, any franchise imposed obligations must be spread over the life of the
franchise. Continental and NDC4 must yet decide the manner in which the pass-through
would occur. If this proposed agreement is approved, Continental will have the option of
beginning to recoup the cost of the grants over a 10-year period beginning in January
1997.
J. Huber further inquired whether Continental will continue providing playback for NDC.
J. Miller responded that unless mutually agreed upon otherwise, Contin�ntal will be
obligated to do so. R. Vitelli asked about the effects of the agreement should a city decide
to withdraw from the JPA. B. Grogan responded that the circumstances of such a
situation need to be reviewed with regard to governing documents including the JPA, the
franchise, and the NDC4/NDCTV Contract. It was suggested that cities may require a
franchise extension to coincide with the length of a revised joint powers agreement.
J. Huber inquired about Continental's request for exclusive rights to NDC PEG �
programming. J. Miller responded that Continental wants the option of using PEG
programming as a competitive edge, making it the only service provider that offers local
programming. B. Grogan commented that cities and commissions would likely require
terms and conditions no more favorable or less burdensome of any other_service provider
seeking a franchise to provide similar serwices. Discussion followed during which it was
pointed out that the Social Contract requires Continental to rebuild the system by the year
2000 anyv�tay. J. Miller noted that one of the major advantages of an early rebuild would
be that the better technology and design would be available to NDC subscribers much
sooner. Under the Social Contract, Continental may choose to rebuild the NDC system
only to 550 Mhz five years from now. Chair Tourville added that a most attractive part of
the proposed renewal is the continued support of PEG to 2007. If the cities wait to
negotiate a franchise in the year 2000, the situation may not favor this kind of support by
Continental or any other service provider. �
J. Ista questioned whether PEG programming should be provided exclusively to
Continental. B. Grogan explained that such a provision is common in franchise
agreements which also state that to the extent that another service provider would be
required to contribute an equal amount, they can also use the programming. Discussion
followed and it was agreed that the ownership issue needs to be sorted out in light of all
the entities involved in the production of programs. B. Grogan pointed out the
importance of everyone involved in the process of looking at this possible franchise
renewal assisting staff and legal counsel by closely scrutinizing the document as it is
written and by bringing up issues that need to be addressed early on.
Page - 4
NDC4 Commission Meeting
January 3, 1996
Unapproved
M. Sokol commented that the process can be simplified and costs contained if the Member
Cities cooperate with one another and try to accomplish the same objectives rather than
focusing only on their own interests. Chair Tourville stated that he believes the group of
cities as a whole will fare better by negotiating a franchise as a group than any single city
can on its own. Many items �need to be�addressed concerning the JPA and franchise and
there is a strong argument for having the JPA coincide with the term of the franchise.
A question was asked whether a 750 Mhz system is state-of-the-art technology. J. Miller,
B. Grogan, and Chair Tourville concurred that based upon their research, bringing fiber to
2000 homes per node with the capability to expand service to only 500 homes is indeed
the best technology available well into the future. Some telephone companies have test
marketed fiber service directly into homes and found the costs prohibitive. It is not likely
such fiber-to-home options will be affordable in the foreseeable future. This fiber to node
technology provides a platform for future extension of fiber to homes.
Chair Tourville suggested that if the Commission wishes to proceed with presenting the
proposed rebuild/franchise renewal issue to the cities, a meeting be held in February which
will allow concerned city officials and personnel to hear presentations and ask specific
questions of Continental representatives, the Commission, and staf� Staffwill send
ap.propriate information regarding the rebuild issues to cities prior to the meeting.
Discussion followed in which it was pointed out that this process will take six to seven
months in order to allow cities enough time for holding public hearings and getting all
questions answered and issues worked out. Cifies will need to indicate to the Commission
their desire one way or another before major legal costs are incuned in rewriting the
franchise. It was suggested that the issue is moving too quickly, however it was also
pointed out that the issue has been discussed by the Commission, staff and Continental
since June 1995 and has reached a point where cities must become more informed and
provide feedback. Chair Tourville pointed out that in only three years, renewal of the
current franchise will need to be dealt with. J. Miller noted that those who have been
charged with investigating the issue with a vision to the future count among advantages to
early renewal providing improved technology for subscribers and strengthening
ConNnental's ability to .retain customers and maintain �growth that results in increased
franchise fees for the cities. B. Grogan pointed out that in his experience dealing with
franchise renewals, most cities want system upgrades with a limit placed on the term of the
franchise so as to take advantage of newer technologies as they develop. Continental's
proposal meets both of these concerns as well as the support of PEG operations with
grant monies. The ability to foresee the future technological changes continued to be
discussed.
Motion 1-3-96�4 to go forward in good faith finalizing a Letter of Agreement with
Continental outlining terms for the proposed system rebuild in exchange for a franchise
renewal to be submitted to Member Cities for discussion was made by J. Levy and
seconded by P. Pieper. Discussion followed during which it was pointed out that five out
Page - 5
��
NDC4 Commissian Meeting Unapproved
January 3, 1996
of the seven cities would r�eed to approve a franchise amendment before it could become
effective. The vote was taken and the motion carried with L. Collins abstaining.
B) Gener.al:, J. Milier.noted that MACTA will hold its annual canference on January 26
- 27. Commissianers interested in attending shautd cantact staff in order to register.
Occasianaliy there are prablems cablecasting city meetings. ND�4 staf� whose phone
numbers have been posted on the equipment racks in each city, shauld be contacted if a
probtem azises concerning cablecasting a meeting. Cities are aiso requested to notify
NUC4 staff of changes in meeting schedules so cablecasters can also be notified or
rescheduled. Chair Tourvilie recommended that staff advise ciiy administra#orslcierlcs in
writing af this information.
Continental and NDC4 have experienced a greater volurne af phone calls as a result of the
rate changes imptemented in December. Some question have invotved the in-kind
coupons distributed to subscribers a few months ago.
Satellite telecanference training sessions for city staffcan be made available far a fee.
Cities interested in any of #hese seminars shoutd contact staff. City administrators will be
advised of these sessions at the next Municipa� Pragramming Comrnittee meeting.
?. St?ntin�ntat R�ort •(Discussion of the praposed system rebuild in exchange for a
franchise extension was covered previously under Item 6. Sta#,�Report.}
$. L�gal �ounsel epOrt: B. Grogan reported that no action has been taken yet on the
federal legisiatian s�ill in Conference C�arnunittee. On the state level, a bill proposed by
Rep. Steve Ke11y would impose a 1 percent gross revenue ta�c to establish a universal
service fund. A written description on the bill will be inciuded in the February meeting
packet.
9. �nfinished Business: J. Ista inquired about the status of the A1phaChannel. J. .1Vliller
responded the Gavernment Programming Conunittee {consisting of�city administrators and
clerks from member cities) will be meeting soon to discuss the potential use by the cities
of such a systern, and whether Narrowcasting fund revenues shauld be used to purchase it.
L. Cailins inquired whether the Commission could schedule its fizll meetings for every
other moath, instead of monthly. It was agreed that the Commission will consider such an
aptian after issues concerning the system rebuildJfranchise extension are resaived.
10. [yew , usiness; G. Tourville nated tlzat at the February meeting, NDC4 will elect officers.
Anyane interested in being nominated for an of�icer position should contact him.
Nominations will be made at the meeting,
Page - b
.- .
� NDC�t Comm�ssion Meet�ng
January 3� 1996
11. A�'o�.�mment: Mot�on 1-3-96-6 to adjourn the meeting was made by J. Levy and
secon@ed hy L. Gollir�s. The meeting adjourned at appro�cimateiy 9: i 5 p.m.
Respectfully submitted,
Jay A. Curtin
NDC4 Administrative Assistant
anti Recording Secretary
Page - 7
.
m
CITY OF MENDOTA HEIGHTS
TREASURER'S REPORT, JANUARY 1996
DAKOTA, I N C.
Checking Account 1.05%
Savings Account 2.15%
C. D. Rep. 3.00%
Collateral - Bonds
Gov't. Guar.
CHEROKEE STATE BANK
Saving Cert. 2/2/96 @ 3.63%
Collateral - Bonds
Gov't. Guar.
LaSalle Bank CD 5 1/2R%
FHLMC 7.23% 12/97 FBS 6.40%
FNMA 6.18% 12/99-96
FHL Mtg. Pool 8% (PRU)
FMLC 7% Mtg. Pool (PRU) PAC
FMLC 6 1/4% Mtg. Pool (PRU)
FNMA 6% Pool (PRU)
FHLMC 6% Pool @ 101.4375 (PRU)
FNMA (1994 Pool) 6 1/2% (PRU)
U.S. Treasury Money Mkt. (FBS)
Gov't. Securities Fund
Zero Cpn T.Bds 7.9% - 2011 (J&M)
PRU Gov't Sec Fd
TOTAL FUNDS AVAILABLE
Funds Available 12/31/94
Funds Available 1/1/95
Rates Money Market
Jan 31 Bank 3.00%
Jan 31 FBS 5.32%
LES:kkb
BALANCE
$248,248.58
$589.51
0 00
$248,838.09
$500,000.00
$100,000.00
$13,952.59
$13,952.59
$500,000.00
$100,000.00
$95,000.00
$500,008.00
$500,008.00
$226,994.67
$505,000.00
$418,350.79
$503,180.34
$245,306.19
$263,522.30
$2,062,045.81
$1,002,470.00
$197,530.00
$412.00
$6,782,610.78
$7,840,461.20
$6,997,073.32
COLLATERAL
$600,000.00
$600,000.00
Value 1-31-96 (est�
$95,000.00
$508,000.00
$501,000.00
$231,000.00
$497,000.00
$380,000.00
$478,000.00
$242,000.00
$253,000.00
$2,900,000.00
$2,300,000.00
$312,000.00
$412.00
� �
FIRE CALLS NO.
MENDOTA FlEtGHTS FIRE QEPARTMENT
JANlJARY 7 996 MONTH�Y REPORT
96U0'! - 96424
RE ALARMS DlSRATCHED: NUMBER
ACTUAL FIRES
Structure - MH Commercial
Structure - MH Residentia( 1
Structure - Contract i4reas
Vehicie - MH 2
Vehicie - Cantract Areas
Grass/8rushlNa Value MH
GrasslBrushlNo Value Cantract
MEDICAL
Assist 1
Extricatir�n
HAZARQOUS SR11AT1QN
Spills/leaks
ArcingtSharting
Cherrrcal
Power Llne pown
FALSE ALARM
Residential Malfunctian 7
Commercial Malfunction 3
Unintentionai - Cammercial ' 1
Unintentionai - Residential 2
Criminal
�D INTEM"
Smoke Scare 1
Steam Mistaken for Smoke
Other 6
MUiUAi. A1D
TOTAL CA�LS 24
LOCATION OF FIRE ALAltMS: T4 QATE
MENDflTA HElGNT5 20 2Q
MENDOTA 0 Q
51JNFISH LAKE 2 2
LILYDALE 2 2
OTHER p 0
TOTAL 24 ' 24
WORK FERFtJRMED HUiJRS TO DATE
F(RE CALLS 452.5 452.S
MEET(NGS 42 42
DRIi�lS 140 140
' 'C�Y CLEAN-UP 31 »5 31 S
.. .:IAL ACTIVITY $ 8
AQMINlSTATIVE 0 Q
F1FtE MARSHAL 85.5 85.5
NUMBER OE CALLS: 24
STRUCRIRE CONTENTS MlSC. TOTAIS TO DATE
$0
$35,000 $35,000 $70,000
' $0
$11,000 $11,000
" $0
TOTA� Mt3NTHLY FtRE LOSSES
�i� �i� ���
� FIRE L{?SS TOTALS MENDQTA HEIC,liTS
ALL FIRES, A�L AREAS (MONTH) $81,OQ0 $81,40Q
MEND. HTS. ONLY �TRUCT/CQMfENTS $70,000
MEND. HTS. ON�Y MISCELLANEOUS $11,Q00
MEND. HTS. TOTAL LOSS TO DATE • $81,000
lAST YEAR
19
0
0
1
1
21
LAST
506
69.5
210
26.5
1.5
0
78.5
BILLING FOR SERVICES
AGENCY THiS MONTH' TO DATE
MNlDOT
M1LW. RR
CNR RR ,
OTHER5: i
TOTALS: $0 $0
, FIRE MARSFlA�'S TlME EOR MQNTN
INSPECTlONS 44
INVESTIGATIONS
RE-INSPECTION r 2
MEEIINGS � 5.5
ADMINISTRATiON 33.5
SPEClAL PROJECTS , 0.5
TQTAL � 85.5
�
�i'
The degariment responded to 24 calls during the month of January 1996. There
were a number of carbon monaxide calls. Fortunately at none of these calls involved
residents of the home suffering from symptoms of carbon monoxide poisozaing. They.
consisted of bad batteries or appliances that needed ta be repaired. A structure fire occurred
on January Sth on Chippewa Avenue. Damage was estimated ta be$70,000. The cause
was a lamp in the Iower bedroom. A watermairt break occuned at Braun Intertech. Upon
arrival found 6" water in the building and 2-3' af water in the east offices of the building.
St. Paul Water, NSP Gas and Electric aiso responded. Responded to a water flow aiarm
an Lackwood Drive. Sprinkler system fraze and burst. There were two vehicle fires
during the month with an estimated dollaar loss of $11,4QQ.
TRATNING
Ieanu I�S uad Drill
Fir�fighters simulated fire on the second floor of Henry Sibley High School d�ring
the training sessian. The use af in-house water suppli�s (standpipes) and familiarization
with the building and reviewed the key points af the drill. Preplan of entries and hase lays
were alsa vital to the operation.
Monthlv Dritl
The use of Incident Command was the subject of our monthly drill. Firefighters
were instructed on utilizing cornmand and resource tactics while xesponding to a sirnulated
hazazdaus gas release at Lioyds Meats. All members reviewed tactics, resources, preplans,
utilization of outside resources and everything involved in a large scene with many people
and many different situations involved. • •
FIRE DEPARTMENT MONTHLY WORK PERFORMANCE FOR JANUARY 1996
CALLS FOR MONTH FIRE FIRE FIRE PERCENT CLEAN MONTHLY GEN OFFICER SOUAD HAZ SPECIAL
24 CALLS CALL CALLS ATTENDED UP DRILL MITG MTG DRILL MAT ACT.
YEAR TO DATE ATT'D HOURS ATT'D THIS 1 2 1 2 2 3
24 MONTH MONTH YEAR YEAR HOURS HOURS HRS. HOURS HOURS HOURS HOURS
Adrian, Ed 12 13.5 12 5096 1 2 1 2
Blaessr, Brst 21 24 21 8896 1 2 1 2
Brennan, Mike 8 9 8 33% 1 2 2
Coates, Aaron 9 11 9 38% 1 2 2
Connoll , Marcus 13 15.5 13 54% 1 2 1 2
Caonan, Miks 7 7 7 2.996 1
Dreelan, David 14 16.5 14 58% 1 2 1 2 i6 1
Dreslan, Paul 18 21 18 75%. 1 2 1 2
Henning, Scott 11 12.5 11 46% 1 2 1 2
Husnik, Ted 6 6 6 25% 1 2
Katzenmaier, Ron 12 13 12 50% 1 2 1 2
Kauhnann, Mark 13 15 13 54% 1 2 1 2
Kilburg, Jim 11 13 11 46% 1 4 1 2 2 1
Kingsley, Roy 12 14.5 12 50% 1 2 1 2 2 1
Klarkowski, Walt 6 6 6 25% 1 2 1 2 1
IBpakko, Jahn 15 i6 15 6396 1 1 2 1
Lerbs, Jamis 11 12 11 46% 2.5 2 1 2
Lowe, George 15 17.5 15 63% 1 4 1 2 "L
Maczko, John 10 11 10 4296 4 1 2 2
Maczko, Mike 16 18.5 i6 67% 1 2 1 2
McNamara, Rartdy 6 7 6 2596 • 1 2 1 2
Nelson, Gerald, Jr. 18 21 18 75% 1 2 1 � 2
Neska, .khn 6 6 6 25% 1 2 1 �� 2 2
Olund, Tam 8 9.5 8 33% 1 2 2
Oster, Tim 14 15.5 14 58% 1 2 2
Paton, Dave 14 15.5 14 58% 1 2 1 � 2
Perron Jim 12 12 12 50% 1 ' 2� 1 2 2
Perron, Kevin 8 9 g 33% 1 2 1 2 1
Shields, Tom 14 15.5 14 58% 1 2 • 2
Skjerven, Gordy 8 8 8 33% 2 2 1 4 1
Stein, Keith 16 19 16 67% 1 2 1 2 2
Stenhaug, Jeff 12 12.5 12 50% 1 2 1 2
Weinzettel, Tom 6 7.5 6 25% 1 2
Weisenburger, Ken 9 9 9 3896 1 2 1 2 2 1
Zwim, Didc 13 13 13 54% 2 1
TOTAL FOR MONTH 452.5 TOTAL A'fTENDED 31.5 31 26 8 30 1 8
TOTAL FOR YEAR 452.5 TOTAL MAN HOURS 31.5 62 26 16 62 16 8
THIS MONTH LAST MONTH LAST YEAR
AVE. RUNS/MAN 12.63 XXXXXXXXXX XX)OCXX)00C
AVE. MEN/RUN 16.83 13.75 15.96 ,
AVE % FOR YEAR 52.60 51.53 49.86
,� � --- . . _ _ . __ . _._ . . .
CITY OF MENDOTA HEIGHTS
MEMO
February 14, 1996
TO: Mayor, City Council and Interim City A tor
FROM: Richard A. Gill, Code Enforcement Officer
SUBJECT: Appointment of Assistant Weed Inspector
. •�
Mr. Tim Becket, of the Dakota County Soil and 1�Vater Conservation District,
has recently been appointed the County Agriculture Inspector. One of his duties is
to implement the Minnesota Noxious Weed Law. This Law states that the Mayor
is the Local Weed Inspector and gives the municipality the right to appoint an
assistant to act in his behalf (see attached letterl. '
i • ll ll_ 1�� • l
I have been the acting weed inspector since 1987, and I am willing to
attend meetings, enforce the Minnesota Noxious Weed Law and our local '
Ordinance. 1 recommend that the Council appoint me to this position.
ACTION REQUIRED
If Council concurs with the above recommendation, a motion should be
passed appointing Richard A. Gill as the Assistant Weed Inspector.
RAG:kkb
February 2, 1996
DAKOTA COUNTY SO/L AND WATER
COIVSERV,4T/ON D/STRICT
Honorable Mayor Charles Mertensotto
City of Mendota Heights �
1101 Victoria Curve
Mendota Heights, MN 55118
�
Farmington Professional Building
821 Third Street
Suite 100
Farmington, MN 550�i ,
Phone: (612) 460-80 �•;t � ..
FAX: (612) 460-840� � �
;�` ' ' �
Re: Minnesota. Noxious Weed Law - Local Weed Inspectors
Dear Mayor Mertensotto:
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The Dakota. County Soil and Water Conservation District (SWCD) has recently been
appointed the Dakota County Agricultural Inspector by the Dakota County Board of
Commissioners. I will be fulfilling the duties of the County Agriculture Inspector (CAn
for the SWCD.
A major part of the duties performed by the CAI is the implementation of the Minnesota
Noxious Weed law. The Noxious Weed Law was established for the State of Minnesota
and Counties to protect public health, the environment, crops, livestock and property.
Other duties include agronomic seed and "screenings" inspections. A key component in
the success of the noxious weed program is the "Loca1 Weed Inspector."
According to Minnesota. Statutes, Chapter 18, section 18.80 Subdivision 2, City Mayors
are named in the statute as the °Local Weed Inspector" for their City. The duties of the
Local Weed Inspector are outlined on the enclosed Minnesota Department of Agriculture
Fact Sheet. According to MN Statue 18.80 subdivision 3, the municipality may appoint
one or more assistants to act on behalf of the appointing authority (Mayor) as a weed
inspector for the municipality.
It is my intent to create a cooperative effort for the implementation of the Noxious Weed
Law. Each level of govemment has a unique role to fulfill. When each level
communicates and works in cooperation, the implementation is efficient, uniform, and is
relatively low in cost.
AN EQUAL OPPORTUNITY EMPLOYER
�' D
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,�
In order to accomplish the intent of the Statute, I am asking for the following cooperation
from your city:
1. Apaointment of the Local Weed Insaector - Please discuss this mater at .your next
regular City Council A�Ieeting. Under MN Statute 18.80 subdivision 2, the Local
-� Weed Inspector is the Mayor of the Municipality when they take office. The
Mayor, under 18.80 subdivision 3, has the option of appointing assistant weed
inspector(s) to perform the duties as outlined. Regardless, th� meeting minutes or
resolution will need to reflect the action taken. '
Z. Informational and Trainin� Meeting - A meeting for the "Local Weed Inspectors
and Assistants" will be held March 25, 1996 at the Minnesota Extension Service in
Farmington from 1:00 p.m. to 3:30 p.m. At this meeting, trai.n.i.ng will be provided to
the Loca1 Weed Inspectors and/or assistants regarding the Minnesota Noxious Weed
La.w, Rules and Responsibilities of Local Weed Inspectors and assistants, Process and
Procedures for noxious weed law implementation, and noxious weed identification.
Please plan to have your City Weed Inspector(s) attend this meeting. The information
supplied will be yaluable to a successful program in your city and throughout Dakota.
County. �
� ,
� �
Please have the Loca1 Weed Inspector or appointed assistant contact me as soon as
possible so that I am aware of who your local contact will be and RSVP for the Mazch
25th meeting. I will also need a copy of the City Council meeting minutes or resolution
regardi.ng this matter. Please send this information to me as soon as it becomes available.
Dakota County did not have a County Ag. Inspector in 1995, however, your city may
have had activity regardi.ng noxious weed control. Please complete the enclosed Annual
City Report of Weed Control for 1995 and return it to me.as soon as possible.
I appreciate your assistance in 'uus aoaattef. If you havc aa� qu�sti�us or concems about
this matter, please feel free to contact me: I look forward to working with you in the
future.
Sincerely,
l �
�--
Tim Becket
Dakota. County Ag. Inspector
Enclosures
ii�
i� 1 I �11 � ` MI i
i� i
TO: Mayor, City Council and City Administrator
�`R4M. Shawn Sanders
Civil Engineer s�
SUBJECT: Wentworth Watermain - Project Update
7ob No, 9b11
Improvement No. 95, Project No. 4
M :1 �.� �C��A
February $, 1996
At the January 16, 1996 Cauncil meeting, a public hearing was held on the Wentworth
Watermain Praject. A few concerns weze brought up by the Council and residents. This memo
will address those concerns brought up at the meeting.
Present Condition af Wentworth Avenue
Wentworth Avenue, from Delaware Avenue to Dodd Road, is a rural design county road
with a 24' wide bituminous section. Storm water runofftravels via ditch flow on both sides of the
road and passes through culverts at the driveway entrances on the praperties on the sauth.
Underground utiiities consist of a telephone conduit along the north edge af the pavement, with
gas and electric off to the sauth edge of bituminous. There are na City utilities in place at this
time. '
1. Why A South Location for the Watermain?
When the prelirninary design for the watermain was reviewed, both sides of the centerline
were cansidered for the watermain location. Since it was decideci to provide individual water
service and fire protection to residents along Wentworth Avenue, a sauth location appeared to be
more feasible. Installiing the watermain on the south side of Wentworth, would mean less
reconstruction after water service leads and hydrant leads are installed. Once survey data was
obtained it was reveated that a 24" cancrete telephone conduit was Iocated 2 feet fram the north
edge af biturninous. This canduit would interfere with trench excavation and would cause delays
if the canduit had ta be relocated or supported during construction. '
2. A Southside Watermain Woaid Conflict with a Future Sanitary Sewer Main.
A pre�iminarY study prepared by ihe engineering department laaked at sezving sanitary
sewer to the residents along Wentworth Avenue. A sewer main 20-25 feet deep would be needed
ta serve the residents iri this area and is nat financially feasibie to constnzct. A more feasibie
sewer layout for this area would be to install two sanitary sewer rnains (see attached drawing).
�
One would serve the first three lots east of Dodd on Wentworth and the other main would be
extended from the south at Marie Avenue. The proposed sanitary sewer along Wentworth
Avenue would be located in the ditch 10 feet south of the 30 inch watermain and would not
interfere with the watermain.
3. Wentworth Avenue Road Closure and Driveway Access.
Wentworth Avenue is currently 24 feet with minimal shoulders and steep side slopes at
some locations. The location of the watermain would be eight feet from the centerline and 6.5
feet deep. A minimum of 14 feet would be needed to install the 30" watermain, this would leave a
remaining a bituminous surface of 11 feet. The remaining bituminous portion of the surface
would be used for pipe storage, trench material and heavy equipment operation. For those
reasons, Wentworth Avenue will be closed for the duration of the project. Estimated construction
time is 6-8 weeks for watermain installation and road restoration. Access to driveways will be
required to be maintained at all times and should not be much of a problem. Individual residents
should not be inconvenienced more than a day, when watermain construction passes their
driveway, and may have to park in the street. The contractor will be required to restore good
driveway access immediately after the construction passes their driveway
4. Water Service Diameter
I asked Dave Wagner of St. Paul Water Utility to investigate the size of water service for
each needed residence. He recommended that a one inch copper, service be used on homes, less
than 100 feet from the watermain and a 1.5 inch be used on homes greater than 100 feet.
5. Assessment Rate.
A proposed water assessment rate of $4,700 was estimated for a residence with larger
than normal lot sizes. M'any residents at the public hearing expressed dissatisfaction in the high
.. amount. The City has hired an appraiser to analyze the value of the property with the addition of
- water service and fire protection. The results of the appraisal are not available at this time and
will be furnished to Council when available.
ACTION REQUIRED:
This memo is for Council informat�on and comments only. A copy of this update has
been forwarded to all affected residents. Future updates will be provided as necessary.
SS:dfw
t�� i i ! i • : :
February 5, 1996
TO: Mayor, City Council and City A
FRUM: Shawn Sanders, Civil Engineer I��,��
SUBJECT: Wentworth Water.main Project
Pipe Material Bid
Jab No. }611
Improvement No. 95, Froject No. 4A
DISCUSSION;
Public Works L7irector Jim Danielson and I have been in cantact with St. Paul Water
Utility regarding ihe Wentworth Watermain Project. Z'his pmject is unusual because the 30
inch diameter pipe required for the project is only available upon apecial order. This requires
that the pipe material be bid separate from the constructian contraet. Through our discussians
i.t was unde�rstoad that St. Paul Water Utility would prepare the plans and specifications and
accept bids far the fumishing and delivering of pipe material for the watermain constructian.
Their bid was ta include pipe quantities for both Mendota. Heights and West St. Paul to receive
a hetter bid price. Payment would be ca%ulated for Mendota. Heights based upon the pipe
quantity for our City.
Upon further discussions with St. Paul Water we have learned that they add a Z4 %
overhead charge to the accepted bid price of the pipe material.. Since the City will eventually
pay for the eost af the pipe material, we felt this added cast was excessive and that we cauld
save money by bidding the pipe material ourselves. St. Pau1 Water has agreed to furnish us
with the guantities, bid information, and a list af pipe suggliers to make the bidding proeess
easier for us. Our bid proposal will be airanged so that concrete pipe will be the primary
material and ductile iron pipe bid as an alternate material. This will assure us of a competitive
bid between the two products. I have spoken to 5t. Pau1 Water and they have agreed to let
their bid at the same time to show the suppliers that the two prajects are closely related and
should result in a better overall bid price. St. Pau1 Water has come up with an estimate of
$4Q-4S a foat for the pipe material. This wauld bru�g an estimated cost of the 2, 840 feet of
pipe required in Mendota Heights to $].26,000 not including overhead. .
Timing far this project is critical. If action is taken tonight, the earliest we could
award the contract is March 19th. After the cantract has been awarded there is b-8 w�ek
delivexy natice tune for fabricatian of the pipe which would allow for an appraxinaate start
time of construction of late May.
RECOMMENDATION:
In that the City will save money by biddi.ng the pipe material ourselves, I recommend
that Council approve the plans and specifica.tions and authorize advertisement for bids.
ACTION REOUIRED:
If Council wishes to implement the recommendation, they should pass a motion
adopting Resolution No. 96-_, RE50LUTION APPROVING FINAL PLANS Ai�TD
SPECIFICATIONS A1VD AUTHORIZING ADVERTISIIVIENT FOR BIDS FOR PIPE
MATERIALS FOR THE �VT.NTWORTH WATER PROJECT (IlVIPROVII�ZF.NT NO.
95, PROJECT NO. 4A).
SS:dfw
:
�
ADVERTISEMENT FOR B1DS
CITY MENDOTA HEIGHTS. MINNESOTA
The City of Mendota I3eights, Minnesota will receive sealed Bids for materials for the
Wentworth Watermain Project identified as Impravement No. 95, Project 1Vo. 4A, 7ab No. 9611.
The bids consists of furnishing and delivery af appro�mately 2,8Q4 feet of 3Q inch Prestressed
Concrete Pressure Pipe or 30 inch Ductile Iron Pipe complete with fittings and appurtenances.
Bids will be received until 2:00 P.M., C. S.T., March 18, 1996 by the City of Mendota
Iieights, 11Qi Victaria Curve, Mendota �ieights, MN 55118, at which time and place aIl Bids will
be publicly opened and read aloud.
Bids shall be placed in an envelope and sealed therein. Envelope shall be addressed to the
City ofMendota Heights, l��innesota. and shall cleariy indicate the Contractor's name and address,
the IlV.fPROVEMENT ANI7 PROJECT NUMBER and type of constructian as indicated above.
Bids shall be far the furnishing and delivering of materials needetl to perform Work in ear�nection
with the above stated project.
Contract Documents are on file and are available from the office oithe City Engineer,
1101 Victaria Curve, Mendota Heights, MN SS I 18.
All Bids must be aceompauied by a Cash Depasit, Certified Check ar Bid Bond, made
payable to the City of Mendota Heights, Mirmesata in an amaunt equal. to five percent (S %) of
the total amaunt of Bid, canditioned that if the Bidder is the successful .Bidder, he will enter
into an Agreement with the City in accordance with said bid and wi11 furnish such Performan:ce
and Payment Bids as are specified. If the Bidder fails to enter into an Agreement, this deposit
will be forfeited as liquida.ted da.mages to the Owner.
The Owner reserves the right ta reject any ar all Bids and to waive aay infarmalities in
Bidding. No bids may be withdrawn far a period af sixty (60) days from the date of opening
the Bids.
Kathleen M. Swanson
City Clerk
Ciiy of Mendota �Ieights
].101 Victoria Curve
Mendota. �Ie%ghts, l��innesota 55118
City of Mendota Heigb.ts
Dakota County, Minnesota
RESOLUTION NO. 96-
RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS
AND AUTHORIZING ADVERTISII�ZENT FOR BIDS FOR PIPE
MATF.RTA� � FpR TgE WTNTWORTH WATER PROJECT
(IlVIPROVEMENT NO. 95, PROJECT NO. 4A)
WHFREAS, the City Engineer reported that costs would be substantially lower if the
City bid the pipe materials themselves; and
WHEREAS, the City Engineer has prepared plans and specifications for said
improvements and has presented such plans and specifications to the City Council for
approval.
NOW THEREI+4RE, IT IS HEREBY RESOLVED by the City Council of the City
of Mendota Heights, Minnesota, as follows:
1. That the plans and specifications for said improvements be and they are hereby
in all respects approved.
2. That the City Clerk with the aid and assistance of the City Engineer be and is
hereby authorized and directed to advertise for bids for said improvements all in
accordance with the applicable Minnesota Statutes, such bids to be received at
the City Hall of the City of Mendota Heights by 2:00 o'clock P.M., Monday,
Mazch 18, 1996, at which time they will be publicly opened in the City Council
Chambers of the City Hall by the City Engineer will then be tabulated, and will
then be considered by the City Council at its next regular Council meeting.
Adopted by the City Council of the City of Mendota Heights this 20th day of February 1996.
CITY COUNCIL
CTTY OF MENDOTA HEIGHTS
:
ATTPST:
Kathleen M. Swanson, City Clerk
Charles E. Mertensotto, Mayor
- _>
CITY OF M�NDOTA HEIGHTS
M:i,���1�
February 13, 1996
T4: Mayor, Gity Council, and Interim City Adminis�or
FROM: Patrick G. Hollister, Administrative Intern
SUBJECT: Resolution to deny a Conditional Use Permit and Variance to US West
Case No. 96-03
Discussion
Mr. 7aymes Littlejahn appeared before the City Council on February 6, 1996 on behalf of
US West Cellular to request a Conditional Use Permit far a cellular telephone antenna
tower. This tower was proposed to be located at the Mendota P1aza at the height of 100
feet.
Ths City Council vated unanirnously to deny the request by US West to build a i00 faot
cellular tower at the Mendota Plaza site at the February 6 meeting and directed Staff to
draft a Resolution ta that effect for this evening. That resoiution is attached.
The City Council also offered US West the opporiunity to return to the City within 90
days ta locate the tower at an alternate site.
Action Reqaired
Pass the attached Resolution denying the request by US West for a Canditional Use
Pernut and Variance to build a 100 foot cellular tower at the Mendota Plaza. site.
�
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY..MINNE50TA
RESOLUTION NO.
A RESOLUTION DENYIl�TG A CONDTTIONAL USE PERNIIT
FOR US WEST CELLULAR FOR A CELLULAR TOWER
AT 750 HIGHWAY 110 •
WHEREA5, US West Cellular has applied for a Conditional Use Pernut to
construct a 100 foot cellular tower at 750 Highway 110, as proposed on plans in Planning
Case File 96-03; and
WHEREAS, the Planning Commission conducted a public hearing at their January
23, 1996 meeting; and �
WHEREAS, the Planning Commission recommended on a 6-0 vote that the City
Council deny said requested Conditional Use Permit based on the tower's visual
incompatibility with its surroundings; and
WHEREAS, the City Council reviewed said application for a Conditional Use
Permit at their meeting on February 6, 1996,
NOW.�HEREFORE.�T IS HEREBY RESOLVED by the City Council of the
City of Mendota Heights that the tower does not constitute an"essential service" and
therefore would require a height variance; and
BE IT FURTHER RESOLVED by the City Council of the City of Mendota
Heights that the tower would be visually incompatible with its surroundings; and
BE TT FURTHER RESOLVED by the City Council of the City of Mendota
Heights that the requested Conditional Use Permit and Variance, if granted, would alter
the character of the neighborhood and establish an undesired precedent; and
BE IT FLTRTHER RESOLVED by the City Council of the City of Mendota
Heights that said Conditional Use Pernut and said Variance aze hereby denied.
Adopted by the City Council of the City of Mendota Heights this 20th day of February,
1996.
ATTEST:
By
Kathleen M. Swanson, City Clerk
CITY COUNCII,
CITY OF MENDOTA HEIGHTS
By
Charles E. Mertensotto, Mayor
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY 11�IINNFSOTA
RESOLUTION NO.
A RESOLUTION DENYING A CONDITIONAL USE PERMIT
FOR US WEST CELLULAR FOR A CELLULAR TOWER
AT 750 ffiGHWAY 110
WHEREAS, US West Cellular has applied for a conditional use permit (the Conditional Use
Permit Application") to construct a 100 foot cellular communications tower (the "Tower") at 750
Highway 110, as proposed on plans in Planning Case File 96-03; and
WHEREAS, the Planning Commission conducted a public hearing at their 7anuary 23, 1996
meeting; and
WHEREAS, the Planning Commission recommended on a 6-0 vote that the City Council deny
the Conditional Use Permit Application based on the Tower's visual incompatibility with its
surroundings; and
WHEREAS, the City Council reviewed the Conditional Use Permit Application at their meeting
on February 6, 1996.
NOW, THEREFORE, IT IS HEREBY ItFSOLVED by the City Council of =the-City of
Mendota Heights as follows:
1. The City makes the following findings of fact:
a. Cellular telephone service does not constitute an"essential service" and therefore
the proposed Tower would require a height variance of 65 feet;
b. Cellular telephone service is available within the City and the primary purpose
of the proposed Tower would be to improve existing service;
c. The Tower would be visually and aesthetically incompatible with its surroundings;
and
d. Construction of the Tower would alter the character of the surrounding
neighborhood and establish an undesired precedent.
2. In light of the foregoing findings, the Conditional Use Permit Application submitted by
US West Cellular and the required height variance, as described above, are hereby
denied.
Adopted by the City Council of the City of Mendota Heights this 20th day of February, 1996.
ATTEST:
By
Kathleen M. Swanson, City Clerk
s�rr:i9so6i-i
-2-
CITY COUNCII,
CTTY OF MENDOTA HEIGHTS
By
Charles E. Mertensotto, Mayor
m
CITY OF MENDOTA HEIGHTS
�� �
February 6, 1996
TO: Mayor, City Council and City Admiir�t�or
FROM: 7ames E. Danielson, Public Works Dire
SUBJECT: Aerial Photography Agreement Amendment
DISCUSSION:
In 1992 Mendota I3eights, along with all the other Dakota. County Communities signed
an agreement with the County to cost share (on a 50-50 basis) in purchasing aerial
photography and GIS hardware and software for joint use by the cities and County. As part of
this agreement the County was to sell the information to interested parties and "bank" the
money they received in an Enterprise Fund. This money was to be used for later upgrades to
the system. Through this Enterprise Fund, it is hopeful that all future upgrades to the system
will be able to be completed at no direct cost to the cities.
Dakota. Counry would like to do some updating to this data base in 1996 by completing
some new aerial photography, adding software and hardware and completing any needed
training for the system (see Paragraph 1.1). The cost to each of the Cities for this upgrade
proposal is calculated based upon a formula relative to each of the city's land area and their
individual improvement cost to the system. Mendota Heights' contribution for this upgrade is
3°lo of the total cost or $3,340.55, Mendota �ieights' has current balance within the Enterprise
Fund of $4,534.44, after participating in this upgrade, $1,193.49 will remain f��ire u�e.
RECONIMINDATION:
• I recommend that Mendota Heights participate with Dakota County and the other
participating Cities within the County by authorizing $3,340.55 to be spent from Mendota
�ieights' account ia the GIS Enterprise Fund for use in updating the GIS data. base.
ACTION REQUIRED:
If Council desires to implement the recommendation they should pass a motion
authorizing the Mayor and Clerk to execute the attached agreement on behalf of the City.
AGREEMENT BETWEEN
DAROTA COIINTY, DAROTA ELECTRIC ASSQCIATION,
AND THE CITZES OF APPLE YAI,LEY, BURNSVILLE, EAGAN,
FARMTNGTON, HASTINGS, INVER GROVE HEIGHTS, LAKEVILLE,
MENDOTA %iEIGBTSr ROSEMOUNTt SOIIT$ ST. PAULI AND AEST ST. PAIIL
FOR
COST SHARxNG OF
AERIAL PHQTOGRAPHY, PH{)'rOGR1?►MMETRY HARDWARE
AND SOFTWARE� TRAINING AND MAINTENANCE
This Agreement is made and entered into between the Dakota
County Survey and Land Information Department, 14955 Galaxie Avenue
W., Apple valley, Minnesata 55124, by and �hraugh the Dakata Caunty
Baard of Commissioners, (the "County"); Dakata Electric Association,
4300 220th Street West, Farmington, Minnesota 55024, {�'DEA"}; the
City of Apple Valley, 1420q Cedar Avenue, Apple Valley, Nai 55124;
the City of Burnsville, 100 Civic Center Parkway, Burnsvi2le, MN
55337-3817; the City of Eagan, 3830 Pilat Knob Road, Eagan, MN
55122; the City of Farmington, 325 Oak Street, Farmington, MN 55024;
the City of Hastings, 101 - 4th Street East, Hastings, MN 55033; the
City of Inver Grove Heights, 815U Barbara Avenue, Inver Grove
Heights, MN 550?7; the City of Lakeville,, 20195 Holyake Avenue,
Lakeville, MN 55044; the City of Mendota Heights, 1101 Victoria
Curve, Mendota Heights, MN 55218; the City of Rosemount, 2875 -
145th Street West, Rosemount, MN 55068; the City of South St. Paul,
125 - 3rd �venue Northr South St. Paul, 55075; and the City oi West
St.�Faul, 1616 Humbaldt Avenue, West St. Paul, MN 55118; all the
parties to this Agreement collectively referr�d to herein as the
"Parta.cipants". .
� WHEREAS, each of the Participants in thi� Agreement has
previausly entered into a contract with the County to share the cost
and benefits of aerial photography and stereo digitizing to develop
the Geographic Information System (GIS) planimetric and contour Data
Base in Dakota Caunty; and _ -
AHEREAS, the Participants desire to expand the purposes of their
cast sharing agreement and ta more ciearly def ine the use., purpose
and management af the GIS Enterprise Fund (the "Fund") and to
con'tinue to update the GIS Data Base; and
WBEREAS, the respective governing bodi.es of the Participants
have authorized this Agreement.
NtJW, T�iEREFORE, in can�ideration af the mutual pramises and
agreements contained herein the Participants agree as follows:
1. GENERAL PROVISiONS,
1.1 Purpose. The purpose of this Agreement is to establish the
terms of cost and benefit sharing among the Participants in
obtaining digital aerial photography, softcopy, phatogrammetry
hardware and software, training and maintenance Eor the softcopy
Page 1.
photgrammetry hardware and software in Dakata Gounty to update the
Data Base. This Agreement shall supercede any previous agreements
between the County and the Participants concerninq the sharing of
costs and benefits of the GI5 in Dakota County.
1.2 Recitals. The recitals set forth in the whereas clauses
above are incorporated by reEerence as if full'y set farth herein.
1.3 Caoperation. The Participants shall cooperate and use their
reasonable ef�orts to ensure the mast e�tpeditiaus implementatian of
the various provisions af this Agreement. The Participants agree
ta, in good faith, undertake resolution of any disputes in an
equitable and timely manner,
1.4 Term. This Agreement shall be in effect fram the date of
exeaution by all parties and shall continue in effect until
terminated in accordance with the provisions herein.
2. DEFINITIONS. Unless the 3anguage ar context clearly
indicates that a di�ferent meaning is intended,�the following words,
terms and phrases, when capitalized, shall have the �ollowing
meaning:
Data Base: A geographical database in digital form which
incorporates planimatric and contour .feature� of the County,
and excluding ather data layers a� the GIS in Dakota County.
3. PUR.CHASE OF SERVICES,
3.1� Purchase oE 5ervices by the Countv. For the benefit of all
the Participants, the Caunty shall enter into contracts 'for the
purchase of digital aerial photography; softcopy photogrammetry
hardware and software, training and maintenance of the hardware and
so�tware as needed ta update �he GIS Data Base in Dakota County.
The Participants shall be named as third party beneficiaries in
these contracts�. The County will purchase services only when there
is a suf�icien� balance in the Fund to pay far the__..services
purchased. ' � - �
3.2 Nan-exclusive. Nothing in this Agreement or in the contracts
between the County and contractors referenced in Section 3.1 shall
be interpreted to prohibit any of the Participants from purahasing
other GIS services, products ar data direct�y from the contractors
at their own expense.
4. COST SHARTNG.
4.1 Casts. With the excep�ion of aerial photography, the
Participants will share the costs of the hardware and�software
training and maintenance purchased by the County under Sectian 3.1
of this Agreement as follows: '
Page 2
d
Caunty
DEA
Apple Valley
Burnsville
Eagan
Farmington
Hastings
Inver Grove Heights
Lakevil2e
Mendata Heights
Rosemount
South St. Paul
West 8t, Paul
41.06a
20.87 n
2.34°�
4.40°s
5.18�
2.28v
2.30�
5.16°&
5.25�
3.00�
6.36�
1.00�
2.00�
The Participants will share the costs of aerial phatagraphy as
indicated by Exhibit 2 for the geographic area covered by the aerial
photagraphy, which is fully incorporated as a part of this
Agreement.
4.2 Fiscal Aqent. The County shall be the fisca3 a+gent for all.
af the Participaants purposes of this Agreemen�. The County shall
receive and manage the money in the Fund and provide all necessary
budgetary and aacounting services far the Fund.
4.3 Payment and Reimbursement of Contractar Casts. The
contractors providing services ar equipment under contracts with the
County pursuant Section 3.1 of this Agreement shall submit invoices
to the County. The County shall be responsible for making payment
to the contractars. After paying the contractors, the County shall
be �reimbursed from the Fund to caver each participant's pra-rata
share of the contractor�s costs previously paid by the county, on
the pra-rata basis set forth in Section 4.1 or Exhibi� 2, whichever
applies.
5. THE GIS DATA BASE AND MAPS.
5.1 Creation of the Data Base. The County has �r.eviously
contracted ta create the Data Base and has provided a�ie cflpy in
digital form to each Participant at no additional cost. It is the
intent of the Participants to continue this process by adding �o and
modifying the Data Base as necessary ta keep it updated. The
Particpants can use �he Data Base in�ernally as they deem
appropriate.
5.2 Ownership, cJwnership of the Data Base shall be jointly held
by the Participants. The County shall exercise all rights af
ownership, title and control to the Data Base unde,� federal
capyright law ar ather law relating to confidential ant�/ar trade
secre� informatian. The Participants agree that the development of
the Data Base required the skilled efforts of professionals in its
design and compilation and that the end product is �.he result of the
original work af the Caunty, its emplayees and agents. Participants
ta this Agreement may copy and use data so long as such u�e is
consistent with the terms of this Agreement and for, internal
purposes anly.
Page 3
5.3 Sale af Data Base and Maps. The Data Base digital data, and
maps generated from the Data Base, may be sold �a persons or
entities that are not Participants, at prices recommended by the
Cities GIS Committee and approved by the Dakota Caunty Baard of
Cammissioners. Proceeds from sales of the Data Base by any of the
Parta.cipants shali be deposited in the Fund pursuant to Sectian 6.3
of;this Agreement. The Participants may include additional"`�ees
when sellinq the Data Base digital data or maps and may retain such
additional fees. The Participants can se7.1 ather data bases
developed by them individually and may retain the proceeds of such
sales,
,
5,4 ModificatianfAdditians to Data Base. Any additions or
madifications ta the Da�a Base completed by a Participant shall be
made availabie to the other Participants. Additions or
modifications to the Data Base shall be compatible with the pre-
existing Data Base. To insure standardizatian and compatibility
wi.th the pre-existing Data Base, any additions or madifications
shall be approved by the County Surveyar before incorporation into
the Data Base. •
5.5 Copyright. Distributian of Data Base data by any of the
Participants shall contain a copyright as follaws: ,
Copyright, 199 by Dakota Couraty. All rights
reserved. No part o�' this document may be
repraduced, copied or transmitted in any form ar,by
any m�ans - graphic, electronic, or mechanical,
inc3.uding photocopying, recording, or by infarmation
storage and retrieval system - without written
permission from Dakota County. Copyright is not
claimed in discrete �act�, but in the compilation,
arrangement, organizatian, presentati.on and form'af
the data, records and information.
5.6 Disclaimer. Distribution af maps created from Data Base data
shall contain a disclaimer as fallows: ..
This drawing is neither a legally recorded
map nar a survey and is not intended to be
used as one. This drawing is a compila�ion
of records, information and data from
various city, county and state affices and
other sources. This document should be used
for reference only. No representation is
made that features presented, accurately
reilect true locatian. Neither Dakot�
County nor any other enti�y from which data
was obtained assumes no liability for any
errors ar omissians herein. If
discrepancies are found, please contact the
Dakota County Survey and Land Informatian
Office. �
Page 4
6. THE GIS ENTERPRISE FUND.
6.1 General Purp.ase. There has been created a GIS Enterprise
Fund {the "Ftznd"} for the purpase o� retaining money earned from the
sale of Data Base data and maps for the benefit of all the
Participants. Initially, the Fund shall be used to purchase saftcapy
photagrammetry hardware and software ta allow the County to �tereo
digitize Data Base data. After all neaessary saftcopy
phatagrammetry hardware and software has beeri purchased, the Fund
will be used exclusively for the purchase of digital aerial
photography, training of County staff in the use af the hardware anci
saftware and maintenance of the hardware and software.
6.2 County Manaq.ement. As fiscal agent,�the County shall receive
and manage the maney in the Fund and provide any necessary budgetary
and accounting services related ta the Fund.
6.3 Cantributions to the Fund. The Participants may seli the
Data Base digital data and maps created fram the Data Base to other
persons and entities consistertt with the �erms of this Agreement.
All proceeds fram such sales, exclusive of additional fees as
allowed under Section 5.3, shall be forwarded to the County and
promptly depasited into the Fund. The County �hall keep a separate
accounting of the contributians to the Fund from the sa].e of maps or
digital data by geagraphic area for each Par�icipant based upan the
original contribution to the Fund and this cost share Agreement, and
will adjust the balance in the Fund for each Participant after
payment of its pro-rata share oi'�costs. Exhibit 2 af this Agreement
lists the contribution percentage by geographic area for the Fund.
Sale of the entire Data Base will be credited to the fund by the
percentages listed in Section 4.]. of this Agreement.
7. ADDITIONAL OBLIGATION� OF THE PAFtTICIPANTS.
7.1 Contract Manager. The County shall be the contract manager
for the purposes of the Agreement. The County shall' administer
cantracts and provide legal services for the review and d�a.fting of
any Caunty contracts required by this Agreement. All cc�rita��s and
carrespandence with contractors sha11 be submitted to and received
through the County. Information received by the County from
contractors shall be disbursed promptly to a3.1 Participants.
7.2�� Trade Secrets.
person, organization or
suppla,ed by DEA which
secret, except where
Practices Act or other
of data.
Na Participant shall disclose to any ather
enti�y (except ather Participants) any data
DEA has designated as proprietary ar trade
required pursuant to the Minnesota Data
state or federal law regarding th�g disclose
8. GIS CITIES COMMITTEE.
8.2 Purpose of the Cammittee. The GIS Cities Committee has the
authority to es�ablish general palicies regarding the further
development and use of the Data Base. The Committee shall_determine
thase areas in Dakata Coun�y that will be photagraphed in each
calendar year, subject ta approval by the Caunty Board.
Page 5
8.2 Membership. The GIS Cities Committee shall consist of
represen�ative �rom each Participant. Each Participant shall have
one vote an matters that came befare the Committee.
9 . INDE��NIFICATIQN.
9.1 Liabilitv. Each Participant to this Agreement sha13. be
liabZe f`or its own acts �and the results thereaf to �he extent
authorized by law and sha11 nat be responsible for the acts of the
ather Participants, its officers, emplayees ar agents. �Liability af
the County or other Minnesota political subdivisions shall be
governed by tha provisions af the Municipa2 Tort C2aims Act, Minn.
Stat. Ch, 466 and other applicable laws.
1Q. SUCCESSORS.
successors, legal
Participants•and to
and assigns of such
of this Agreement.
11. DEFAULT.
Each Participant binds itself and its
representatives, and assigns to the other
the partners, successors, l.egal representatives,
other Participants, in respect to all covenants
Farce Maieure, No Participant shai.I be held responsible ior
deiay or failure to perform its obbligatio�s und�r this Agreement
when such delay or failure is due to any oE the following un3ess the
act ar occurrence cauld have been foreseen and reasonable action
could have been taken to prevent the delay or failure: fire, fload,
epidemic, strike�, wars, acts of Gad, unusually severe weat�her, acts
of public autharities, or delays or de�aults oaused by public
carriers; provided the defaulting Participant gives notice�as soon
as possible to the ather Participants of th� inability to perform. �
12. TERMINATION AND WiTHDRAWAL. '
x�
12.1. Termination by A�reement. This Agreement may be terminated
upon mutual agreement of all the Participants. '.
12.2. Effec�. of Termination. Termination of this Agreement shall
not discharge any liabi3ity, respansibi3ity or right of any
Participant which arises from the performanae a� or failure to
adequately perform the terms of this Agreement prior to the
effective date af termination. Termination shaii not discharge any
obligation which by its nature would survive after the date of
termination, including by way af il2u�tration only and not
limitatian, Standard Assurances attached hereta.
12.3. Withdrawal. Any Participan�. may, without cause;�� withdraw
from this Agreement. Such Participant shall provide at least thirty
(30} days prior written notice, by certified mail or personal
delivery to each Participant, of its intent to withdraw. The natice
shall include a certified capy af the resol.ution of the governing
board of the Farticipant indicating its intent to withdraw from this
Agreement.
Page 6
12..4. Effect o£ withdrawal. Withdrawal from this Agreement shall
not discharge any liability, responsibility ar right af any
Participant which arises Erom the performance of ar failure to
adequately perform the terms oi this Agreement prior to the
effective date of withdrawal. Withdrawal shall not discharge any
obligation which by its nature would survive after the date of
withdrawal, including by way o� -illustration only and not
limitation, Standard Assurances attached hereta. .
A withdrawing Participant shall pay it� share of the costs incurred
for fihe project through the date of withdrawal. If payanent is not
made in accorandance with the terms of this Agreement, that
Participant shall return all data and informatian in its possession
for which payment has not been made and shall destray all copies
thereof .
13. CONTRA.CT RIGHTS/REMEDTES.
13.1. Right� Cumulative. Al1 remedies available to a Participant
under the terms of this Agreement ar by 3aw are cumu2ative and may
be exercised concurrently or separately, and the exercise of any one
remedy shall not be deemed an election of such remedy ta the
exc3usion of other remedies.
13:2. Waiver. The waiver of any defauit by a Participant, or the
failure to give notice of any default, shall nat constitute a waiver
o� any subsequent default or be deemed to be a failure to give such
natic� with respect to any subsequent default.
14. REPRESENTATIVE.
14.1. Autharized Representative. The following named persons are
designated the Authorized Representatives af Participants for
purposes of this Agreement. These persans have authority ta bind
the Participant they represent and to consent to modiiications and
subcantracts, �except that, as to the County, the` Authorized
Representative shall have only �he authority specif.i:cally ar
generally granted by the County Board. Notification reqtiirecT`ta be
provided pursuant to this Agreemen"t sha11 be provided ta the
following named persons and addresses unless atherwise stated in
this Agreement, ar in a modification af this Agreement..
DEA: Ta County:
Ed Siebenaler Lou Breimhurst
4300 - 220th Street West Physical Development Directar
Farmington, MN 55024 14955 Galaxie Avenue
(61.2) 463-626'7 Apple Valley, MN 55124�-8579
(612} 891-7000
City of of App2e Valley
City Administrator
1420Q Cedar Avenue
Apple Valley, MN 55124
(612� 431-880Q
City of Burnsville
Gity Manager
100 Civic Center Parkway
Burnsvil.le, MN 55337-3817
(622) 895-44QQ .
Page '7
City of Eagan
City Administrator
3830 Pilot Knob Road
Eagan, NII�T 55122
{612) 681-4600
City of iiastings
City Administratar
101 - 4th Street East
Hastings, N�T 55033
(612) 437-4127
City af Lakeville
City Administrator
20195 Holyoke Avenue
Lakeville, NIlJ 55044
(612) 469-4431
City of Rasemount
City Administratar
2875 - 145th Street West
Rasemaunt, MN 55068
(612} 423-4411
City af West 5t. Paul
City Manager
1616 Humboldt Avenue
West St. Paul, MN 55118
( 612 ) 552-4100
City of Farmington
City Admin.istrator
325 Oak Street
Farmington, MN 55024
{632} 463-?111
City of Inver Grove
City Administrator
8150 Barbara Avenue
Inver Grove iieights,
(612) 450-2500�
xeignts
MN 550??
City of Mendota Height�
City Administratar
1101 Victoria Gurve
Mendata Heights, MN 55128
(612} 452-1850
City of South St. Paul
City Administrator
125 - 3rd Avenue North
South St. Paul, 55075
{612) 45Q-87Q2
14.2. Liaisan. To assist the Participants in the day-�o-day
performance of this Agreement and to deve2ap seruice,' ensure
aompliance and provide ongoing consultatian, a liaisan shall be
designated by each Participant. The Farticipants shall keep each
other continually infarmed, in writing, of any change in the
designated liaison. At the time of executi,on of this Agreement the
following persans are the designated liaisons: � -
DEA Liaison: Ed Siebenaler
Phone number: (612) 463-6267
County Liaisan: Gary Stevensan
Phone number: (612) 891-7087
Apple Valley Liaison: Richard Kelley
Phone number: (632) 953-2576
Burnsville Liaison. James Martenson
Phane number: (b12} 895-4540
Eagan Liaisan: Mike Foert�ch
Phane number: (612) 681-4600
Farmington Liaison: Jay Kennedy
Phone number: (612j 463-7111
Page 8
��
Hastings Liaisan: Tom Mantgamery
Phone number: (612) 437-4127
Inver Grove Heights Liaison: Gary Jahnsan
Phone number: (612j 450-2500
Lakeville Liaison: Ba.11 Cooper
Phone number: {612} 985-453U
Mendata Heights Liaison: Jim Danielson
Phone number: (6].2) 452-].850
Rasemaunt Liai,sor�: Mark Fremder
Phane number: (612) 322-2029
South St. Paul Liaisan: John Sachi
Phone number: {612) 450-8�02 =
West St. Paul Liaison: Phil Stefaniak
Phone number: (612) 552-4100
15. MODiFICATIONS. .Any alterations, "variation�, modificatians,
or waivers af th� provision� oE this Agreement shall only be val.id
when they have been reduced to writing,, signed by authorized
representatives. ,
16. SEVERABILTTY. The provisians af this Agreement sha11 be
deemed severable. If any part of this Agreement is rendered void,
invalid, or unenforceable, such rendering shail not affect the
validity and enforceability of, the remainder oF this Agreement
unless the� part or parts which are void, invalid or otherwisa
unenforceable shall sub�tantially impair the value o� the entire
Agreement with respect to any Participant.
17. MERGER,
17.1. Final Agreement. This Agreement is the final exgression of
the agreement af the Participants and the complate and exclusive
statement of the terms agreed upon, and shall supercede all prior
negotiationsr understandings or agreements. There are no
representations, warranties, or stipulata.ons, either oral or
writtenj not herein contained.
17.2. Exhibits. Exhibit 1, Standar.d Assurances, and Exhibit 2,
Cast Share A1location, are attached and incorporated herein by
reference.
�
0
IN WiTNESS WHEREOF, the parties have executed this Agreement on
the dates indicated below:
Apgrov 'l as to form:
���
s i ant County Att rney/Date
Approved as to execution:
Assistant County Attorney/Date
Approved by Dakota County Board
Resolution No.
CITY OF�APPLE VALLEY
?/ � � -
�
By �/ .�`C�- ��., ��,��.-�
Title ' i:
Date of Sig ature ,2! - 9S
By �
Title �
Date of Si ature //-�/.y,s'
Date of Signature
�
gy ` �
Title.. E
Date o Sictnature I _ �-
CITY OF HASTINGS
, ��n-�-�...�.�
gy �......,----
Title � o =,� .�.,`
Date of Signature � � z_3 S�
i
BY • -� c.�,F.� 'a✓ - �c'�^v✓
Title � �' ' s .. ,. ,� `-
Date of S gnature i--� 3-��E=
,
COUNTY OF DAKOTA � .
,
J seph A. Harris, Chair
Board of Commissioners
Date of Signature �y --�z-q�
Attest \.,i���'"��'"'M�G�V�
Treasurer/Auditor
Date of Signatureyj 1i1.3-y� =
-,
CIT OF BURNSVILL
B
i 'o ' �
Da 5ignature �a-� ~
B
e �� c �T �a-�J R�' "
Date of Signature �a - � � �JS
CITY OF FARMINGTON
By UY� . � ti�----
Tit_1 P �h-�._- C�'� l, ..�
Date of SignatJure �j_�-y�,
�
By �-�.� y,��� -
Title �¢,cT��tc, /��o,�. � -.
Date of Signature ►-�-g� -
CITY OF INVER GROVE HEIGHTS
: �
�r _�/�����ly,l'
�. �. �:� _ -
0
TitZe � �� �� �
Date of Si nature �
Page 10
�
CITY Ob�r LAKEVILLE
By�/I��ll'--�t2�C'_. �L�,.•�L..
Titl .
Date of S�ign- ure���
, , � ��
. ,_
,
•�- �! . V:'
Title
Date
• '� •
/�/
% �� � �.' �r.a
��' • � ��fi
� . - . . - /�� �
� /�'".I/�i .,:,,a � �„ii�
- � �,� .��l�c..�:� u
�. - . . - �
CITY OF WEST ST. PAUL
By
Title
Date af 8ignature
By
Titie
Date af 5ignature
STATE OF MINNESOTA}
)
C4UNTY OF }
CITY OF MENDOTA HEIGHTS
By
Title
Date of Signature
By
Title
Date of Signature
CITY OF SOUTH ST. PAUL
By
Title
Date of signature
By
Title
Date of Signature
DAKOTA ELECTRTC ASSOCIA`3.'ION'-`
ss. By
. Title
Date af Signa�ure
CarporatianLOraanization
This instrument was acknowledged before me on , 19
��
by , (title) �. , of
Dakota Electric Association, who, being duly swarn, represents and
warrants �hat he/she/they is/are authorized by law and all necessary
board action to execute this contract on behalf of the
carporation/organization, intending this cantract to be a legally
binding abligation ai' the corporation%organization.
Notary Public
Page 11
K95-1'73
Standard Consulting
Revised: 10/26/94
EXHIBIT 1
STANDARD ASSURANCES
1. NON-DISCRIMIIYATION. During the performance of this Contract, the ContracWr shall not unlawfully discriminate
-- against any employee or appGcant for employment because of race, color, crecd, reGgion, sex, national origin, disability, age, marital
status or public assistance status. The Contraetor will take effumative action to ensure that applicanta, are employed, and that
employees are treated during employment. without unlawful discrimination because of their race. color, creed, religiarn, sex, national
origin, disability, age, marital status or public assistance status. Such aetion shall include, but not be limited to the following:
employment. upgrading, demotion, or transfer. recruiGnent or recruitment adve�tising; layoff or urmination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship. The Contractor agrees W post in conspicuous places.
availabte to employees and appGcants for employment, notices which set forth the provisions of this noadiscrimination clause.
The Contractor will, in all so6citations or advertisements for employees piaced by or on behalf of Contractor, state that all
qualificd applicants will receive consideration for employment without regard to race, creed, color, r�ligion, sex, national ocigin,
disability, marital status, or public assistance status.
No funds received under this Contract shaU be used to provide religious or sectarian training or services.
The Contractor shall comply with any appGesble fedecal or state law cegarding non-discrimination. The following tist includes,
but is not meant to limit, Iaws which may be applicable: �
A. Thc Eausl Emalovment Onnortunitv Act of 197'�, as amended, 42 U.S.C. §?OOOe et �. which protubits discrimination in
employment becauso of race, color, religion, sex or national origin.
B. Executive Order 11346, as amended, which is incorporated herein by refecence, and prohibits discrimination by U.S.
Government conuactors and subcontractors because of race, color, religion, sex or national origin.
C. The Rehabilitation Act of 1973, as amended, 29 U.S.C. § 701 et se�. . and 45 C.F.R. 843 (J) and (K) implementing Sec.
504 of the Act which prohibits discrimination against quaGfied handicapped persons in the access to or participation in federaUy-funded
.services or employment.
D. The Aee Discrimination in Emolovment Act of 1967, as amended, and Minn. Stat. $ 181.81, which generally prohibit
discrimination because of age.
E. The Equal Pav Act of 1963, as amended, § 39 U.S.C. § 306. which provides that an employer may not discriminate on the
basis of sex by paying employees of different sexes differendy for the same work. '
F. Minn. Stat. Ch. 363, as amended, which generally prohbits discrimination because of race, color, creed, religion, nationat
origin, sex, marital status, status with regard to publie assistance, disability or age. • '
G. Minn. Stat. � 18t.59 which prohibits discrimination against any person by ctason of race, creed, or color in any state or
political subdivision contract for materials, supplies or construction. Violation of this s�ction is a misdemeanor and any second or
subsequent violation of these terms may be cause for forfeiture of all sums due under the Contract.
H. Americans with Disabiliti�s Act of 1990, 43 U.S.C. §§ 13101 through 12313, 47 U.S.C. §§ 225; 611, with regulations at
:9 C.F.R. § 1630, which prohibits diserimination a�sinst quatificd individuals on the basis of a disability in term_cot�dition or privilegc
of emp(oyment. � � �
2. DATA PRIVACY. For purposes of this Contract all data coUected, created, received. maintained or disseminaud shall be
administered consistent with thc Minnesota Government Data Practices Aci, Minn. Stat. Chapter 13 and the Minnesota Rules
implementing the ?�ct now in force or hereafter adopted as well as Federal laws on data privacy. The Contractor will stricdy comply
with these statutes snd rutes. All subcontracts shall contain the same or similar data practices compliance requirements.
3. • RECORDS DISCLOSURE/RETENTION. Contrsctor's bonds, records, documents, papers, accounting procedures and
practices, and other evidences relevant to this Contract are subject W the examination, duptication, transcription and audit by the
County and eicher the Legislative or State Auditor, pursuant to Minn. Stat. § 16B.06. subci. 4. Such evidences are also subject W
review by the ComptroUer General of the Unitcd States, or a duly suthoriud representative, if federal funds are used for any work
under this Contract. The Contractor agrees to maintain such evidences for a period of three (3) yesrs fro� the date services or
payment were last p�vided or made or IongCr if any sudit in progress requires a longer retention pariod.
4. WORKER HEALTH. SAFETY AND TRAINING. Contractor shall be solely responsible for the health and safety of its
employers in connection with the work performed under U»s Contract. Contractor shaU makz arranoements to ensure the health and
safety of all subcontractors and other persons who may perform work in connection with this Contract. Contractor shall ensure all
personnel oF Contractor and subcontractors are prop�rly trained and supervised and, when applie;abl�, duly Gcensed or ceRified
appropriate to the tasks engaged in under this Contract. Contractor shall comply with the "Occupational Safety and Health Act" and
the "Employee Right to Know Act", Minn. Stat. § 18?.65 et seg., where applicable. _ �
K/SA3
DCHIBIT 2
DAKOTA COUMY SURVEY & LAND INFORMATION
GIS COST AND RECOVERY PERCENTAGE COST SHARE
BY CIlY
GEOGRAPHIC AREA COUMY SHARE DEA SHARE CITY SHARE
CITY �
APPLE VALLEY 331 /3 331 /3 331 /3
BU RNSVI LLE 40 20 4p
EAGAN 37 26 37
FARMINGTON 38 24 38
HASTINGS 46 8 46
INVER GROVE HEIGHTS 43 14 43
LAK�/ILLE 35 30 35
MENDOTA HEIGHTS 50 50
ROSEMOUNT 44 12 44
SOUTH ST PAUL � 50 50-
_ --
WEST ST PAUL 50 5p '�
NININGER 50 50
Lotus:Fundl0.wk3
�
BO�.RD 4F COLTNTY COiVILViISSIO?`3ERS
DAKOTA CQL'NTY, :�fI�i�IESlJT:�
DATE December 5, 199�
4iotion bv Commissioner Bataql i a
RESOLi:TIQti ti4. 45-800
Seconded b�• Commissioner Maher
WHEREAS, Dakota County has developed a Geographic Information Sys#ein (GIS) physical database from aerial
phatography in coaperation with eleven cities and Dakota Eiectric Assaciation; artd
WHEREAS, the G!S physicat database is in cansiant need of updating because of the continuaus develapment in
Dakota Caunty; and ,
WNEREAS, the proceeds f�om the sale of GIS data and maps is maintained�in a GiS Enterprise Fund and is intended
for use in updating the GIS physicai database; and
WHEREAS, the County and its cost-sha�e partners have agreed to purchase a Softcopy photogramrt�etry system for
updating ttze physica! database with funds fram the GIS Enterprise Fu�d and have amended fheir agreements for
cost-sharing of aeriai phofagraphy, photogrammetry harciware and sof#ware, training and maintenance; and
WHEREAS, #he County has received #hree responses fo tite Request for Prapasafs for Saftcopy phofagrammetry, and
staff and the Cities GIS Committee have recommended acceptance of the proposal submitted by intergraph
Carporaiian.
NOW, THEREFORE, BE IT RES4LVED� That the Chair of the Dakota County 8oard o€ Commissiorters is autharized
to execute the revised Agreement for Cosf Sharing with the eleven cities and Dakota Electric Association, subject to
7prova! as to focm and execution by the Dakota Caunty Attomey's Of�ce; and
BE IT FURTHER RESOLVED, That the Dakota County Director of Physicai Develapment is hereby authorized to
enter into a contrac# fa purchase the hardware, so�tware, and training far a Softcopy pha#agrammetry sysiem from
Intergraph Corporation for the amount af $111,365.00 plus applicable sales tax, subject to approval by the Dakota
County Attorney's �f�ce as to fotm ant# execution; and _
8E IT FURTHER RESOLVED, 7hat the 1995 budget for Survey and i�and lnformafiort be a�ended to st�ow the GIS
Ente�prise Fund expenditure in the amount of $111,365.00 plus applicab(e sales tax.
Harris
Maher
Balagiia:
Mueller
Turrter
Krause
YES
X
loeding
S�BtE', O� �ii1Ilf'S4t8
County of Dakota
NO _.... _.
Harris
Maher '
Bafaglia
Mueller �
Turner
Krause
�
Loeding
I. �I1ry S. $cheide, (:;erk ;.o the Board of the l'�un:_: of IJa'sata, titacr nf \t:nneso:a. du her��n}' cer.:i;• tna. l'n.i�•e ep^:parrd :�r
foregoing capt• of a resoiut=on ��th the t�ri�na! minuces oi the 4>r�c:erdin�s <,i ti�e F3uard of ( uunt;� <: crmmisssoner�, t}a�:e+..s C='�untr.
1linnesoca. at cheir sesswn held on the 5th da}� nf ___.�lIlI2e1" 14�, n�u un :rir :r.'the C�untJ•
Administration De, artment, and ha�e found the same to tx� s true asiei correct en{�� chere�>:. = �
R'itnees fi�• hand and official sea! of Dal:oca Counr: this � ��" d1!• ,�x '-1�-��'-�� _ � q 9`S� •
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Softcopy Photogrammetry
GIS Enterprise Fund
Page 1
CITY OF MENDOTA HEIGHTS
February 16, 1996
To: Mayor and City Council
From: Kevin Batchelder, Interi.m City A �'� tor
Subject: Purchase of Additional Filing Cabinets and Office Equipment
This memo is to request the authorization for expenditure of $2,045 from the City Hall
Fund for the purchase of additional filing cabinets, office shelving and work surfaces. The
requested office equipment is to accommodate a pressing need for additional filing space and
additional work surfaces, as well as, to rearrange three cubicle areas.
5ince the implementation of the Airports Relations Commission and our increased
activities on airport "and airport noise related matters, our filing needs have increased and it is
necessary to consolidate these activities into dedicated filing space. Additional filing space is
necessary for active planning cases and applications, which are currently overwhelming the
Senior Secretaiy's work space. The general file area is becoming cramped after seven years
and the additional files, dedicated to airports and planning, will free up space in the general
files and allow for better organization of activities. The City Administrator's office will also
receive a much needed filing cabinet.
The reairangement of the Senior Secretaiy's work space, the Fire Marshal's work
space and the Recreation Programmer's work space will improve the efficient flow of work
within their respective areas. In addition, the rearrangement will provide a small staging area
for planning applications, minutes and various Commission material that would tie` accessible
by all staff inembers without intenupting the Secretary's work area. T'he Secretary and
Recreation Programmer will be better oriented to the front desk, which will increase their
efficiency in their customer service duties.
This proposal will increase the orgaaization of airport and planning activities, increase
the efficiency of three work stations, and provide additional filing and work space. The
amount of $�,045 is based upon a quote received from the vendor of the original office cubicle
equipment (Facilities Systems, Inc.) and we are receiving a discount under a state contract.
ACTION RF.QUIRED
If City Council desires to implement the recommendation, they should pass a motion
authorizing the expenditure of $2,045 for additional filing cabinets, office shelving and work
surfaces.
^A i
CITY OF MENDOTA HEIGHTS
MEMO
February 16, 1996
TO: Mayor, City Council and Interim City Administrator '
FROM: Patrick C. Hollister, Administrative Intern
SUBJECT: Dakota. County HRA
Case 96-04
Discussion
The Dakota County HItA proposes constructing a Senior Housing facility in Mendota
Heights. Their proposal is currently before the Planning Commission. At the last Council
meeting on February 6, 1996 the Council raised questions about the following aspects of
Senior Housing:
1. Eligibility criteria for residents.
2. Differences between the "subsidized" and "market rate" units in the HRA proposal.
3. Differences between "private sector", "public sector" and "subsidized" Senior
Housing. '
4. Mechanisms for ensuring that Senior Housing remains Senior Housing.
_ Attached is the letter which Staff sent to Kari Gill of the Dakota County HRA and her
reply. (Copies will also be presented to the Planning Commission.)
Council Action Required
This is only a discussion item. Please ask Staff for any further information.
�
� lty" iJ�
.,,. ,,� 1��,endota Heights
February 8, 1996
�azi Gili
Dakota County HR�1.
249b I45th Strcet W.
Rasemai�nt, I��Snnesata 55068
�
The City would like clarificaiion ofthe following aspects afthe Senior Housing praject pmposed
by the Dakota Caunty HR� for Mendota Heights:
1. Exact eligibility criteria for reside�nts. We are curretttly under the impression that only persons
55 years of age or older and #heir spouses are allawe�i #o live in ��RA Senior Housing.
Recenfly the quesiion arose as to whether or not other people were also allowed to reside, such
as adult children o�SSeniors, paid or voluntcer caretakers of Seniors, Oi 4111�i I�Ei�tY£S. The
City wauld appreciate an sxact and complete list of criteria for eligibility,
2. Any differe:nces in eligibilixy af residence betweea the "subsidized°' units and the `�inarket rate"
units, dae either tu law or �IRA policy.
3. Any differences between the legal ability of "priw�te sector" ssenior housing and "public sector"
or "subsidized" seniar housing to Iimit eligi'bility of residence to seniors, Is the private sector
granted the same ability to discriminate by age as the public sector in the case of Senior
Housing?
4. VVhat effective and canstitutionally defensible rnechanisms the �ity and/or the HRA could
empiay to assure that the propased Seniar Housing project remains Senior Housirig in
perpetuity. T -. �
Thauk you for yaur cooperation.
� �,
Patrick C. Hallister
Adrninistraiive Intern
� Lr ��' 1
11Q1 Victoria Curve -1Viendota Heights, 1�iIY • 55118 452 • 1850
F�B-16-96 FRI 14:13 DAKOTA COUNTY HRA FAX �0� 6124238180 P.D2
�
�z
�KC�T,� C�{)UNTY
Febnzary 12� 199G
ICeviz� Batchelder, iilterim City Adliunistrator
�ity of Menc3ota I-��ights
I 101 Vi�toria Curve
Mendot� �Iei�hts, Miruzcsc�ta S�i 18
Dear Mr. $atcheldex:
Hc�us'tz� bz Rcclevelo�tnent au�thnrir.y c.�-{x,-�r�ae
24�G•1q5rh S�. W. + Rwcmaur.t. M,.'� 550 �' + T_f7.l7 Gt3-+#?3-2St31 • Fnx &42-�1.3•#?I80
This Ietter is ta respond to the Ietter dated Febrvary 8= 1996 fran� !h� City of Mendota Hei�hts
rcgardin� the proposed senior housing developmeni.
Foliowin� zs the response fnr each af the items:
I,
�escribe the e�igibil� critezia:
To be eIi�ibie for admissian= an applicant niu�c qualify as an eligibie hausehold. A
hc�useho�d consists af on� or mare persons who have a stab2e family-t�ype relationship; and
whose head of household or sp�use is at Ieast 55 years of age. �
Nfl memt+�r ofthe hotuehald nzay be under 55 yc�rS af age except for a spouse ofan eligible
tcnant or an employee required to Iive•ia who is determined to he essential to the care and
weil being of the eligibte ten,ant. � _
�thex relatives who aze not at Ieast 55 yeazs af agz wc�uld not be eligible to reside in th.e
builciin�.
A non-eligible care giver would nat be aliowcd to �ontin.ue to reside in the building if the
CIigible tenant was no longer living in the t�nit. ,
,;
l�'ff'erenccs he�wccn "subsidized"�,tnits and the "r�ocierate in�ome" c�n�tc:
Thc "'subsidi�ed" urxi�,s will be restricted to persans with ail annual incom� that is less than
84 percent of inedian incoru� ddjusted for family size. As af Januaiy 1996; for a one person
household the maximum income is $29,14Q and for a two gcrson fami�y the ma�init�ui
income is $33,300.
F�B-16-96 FRI 13:54
3.
4.
f.
DAKOTA GOU�TY HRA FAX #�0, 6124238180 � P. 03
_2_
Rather than calling the remaining 25 units "market rate," we feel that "moderate inc�me"
woiu is a better descriprion. Under state law, the maximum income would be 1 I O°lo percent
af inedian income, which curren�ly is �60,06Q annually. We could use a more restrictive
income, a final decision has not heen amade. input from the C'.ity C:ounci� on.this issue would
he appreciated.
The rents on the "subsidized" w�its will rr�nnge fram approxirnately $27Q-$�40 for a one
bedroom and $370•$64Q an a two bedro+�m unit, gatages ar.e optianal at $40 per rnonth.
Hou.�eholds pay 30 percent of their incame for rent but not less � the minimiun nar more
than the maa�i,mum.
We have not finalized the rents an the "moderate inwme" units at this time. In our financing
pzajections tive antzcipated a manthly rent of $b20 far a one bedroom and $'720 for a two
bedroom unit. We wi�l not determine the final numbers until we receive the bids for
constructian which may affect what we need t� chazge. Tt will be oux abjecrive ta keep these
rents as low as possible while covering oux expenses.
�� �� �� � �� �� • „ �
i�ifferen es hetween the �utslic sector,��nvate sector or su sidiz.ed regacdi� t�e ability
to Ii�t�e i,,,� dency ta seniors:
The same criteria is app]icable for all tluee categories, that is "public sector," "private sector"
and "subsidi.zed" with sespect to limitigg residency ta seniar hausing. 'I'I�e �aw allows
Iimi.ting residency to seniozs � long as certain criteria is met. Thc fcdcrai law was recently
amended to mak� it easier to meet this definition. We a�e hyin� to ,�et a copy of the revised
language, we wilI forward it on to the council once we receive it. The laws are written ta
allaw for senzor only housin� which is recogni�ed as l�aving certain beuefts foi tl�c scnioz
residents. -
Mechanisms th� City and/or th� HRA cc>uld ,���,�la,v to etistue thz ,�ro�oserl ht�usin�,
deveiogrr►ent would remain seriiar housin� in �er�etuit; :
Ferhaps the city attorney ccyuld provide some assistance in determining effective and
constitutionally defensible mechanisms to achicvc this objcetivc_ in some oth�r cities, the
requirement that it be for senior housing is included as a condition of the Conditional Use
Permit. I€ is my understanding that in oxder for a building witb such a requirement ta
become a general occupancy faciIity, that ii would require approval by the City Cour�cil to
authorize the use under the Conditional Use Permit. The financin� for this housiug was
approved by the Dakota Caunty Board af Commissioners for Seni.or Housing. It is clearly
the intention of the T�akota County F[RA to keep this facility for senior housing aad we will
bc lon� term awners of the facility. Tt is expected that the demand for senior housin� will
continue to inercasc wcii into the ne� ceniury. A change in deniand far sezzior isousin�
would be the most liI:ely reasan for a potential chazzge of use. With the babyboomers
r�ac;hin� age SS in record numbers and peopie livFng longer than has historically been ihe
case, it is expected that the demand for scnior housing v��ll continue to grow.
r FEB-16-96 FRI 13�55 DAKOTA COUNTY HRA FAX N0, 6124238180 , P,04
-3-
I am hopeful that this information answers the questions raised in the February 8,19961etter. Please
feel free to contact me at 423-8111.
Sincereiy,
, ,, j �j ,
/
Kari R. Gill
Dcputy Dir�cctor
M
# i i i � :i :
February 15, 1996
TO; Mayor, City Councit and Interiam City Administrator
k�ROM: Marc S. Mogan, P.E., Civil Engineer MSM
SUB�,TECT: Curley's Valley View Street Reconstruction
Job No. g311
Improvement No. 93, Project No. 4
DISCUSSION:
Council ordered the Curley's Valley �liew Street Recanstruction project at their
August 15, i995 meeting and directed staff to pr�pare plans and specifications for a sire�t
reconstruction project consisting of stoxm sewer, concrete curb and gutter, and a new
bituminous str�eet surface. .
Project Summary
The proposed plans and specifications include the upgrade and reconstructian vf
approximately 1.6 miles of existing streets in the Curley neighborhoad to meet the
requirements of City Standard streets. �
The plans and specifications provide for ccanstruction of a pavement section consisting
af 3.5 inches of bituminaus gavement on a 6 inch cnTshed aggregate base const�zcted �with
concrete carb and gutter. All streets will be constructeci 33 feet wide between faces of
cancrete curb and gutter, except for Cullen Avenue fmm Leacington Avenue to T�eres�'�treet,
and an 800 foot segment of William Court south of the cul-de-sac, which will be cans�xucted
25 feet wide, face ta face.
The e�siing bituminous surface will be reclai.med and crushed for use as a recSrcled
aggregate base for tlus improvement project. The storm sewer system proposed under these
canstsuction documents uti2izes the existing storm sewer system whenever feasible to reduce
the cost of the storm sewer system. P.xisting ditches and driveway culverts wi11 be eluninated.
Inadeqc�ate street subgrade conditians will � repaired. Dr�in tile will be installed, where
necessary and feasible, to provide a stable subgrade for street construction. Additional
aggregate base will be placed as required. Gancrete curb and gutter will be canstructed,
followed by the construction of two lifts of bituminous sarface. Dri�veways shall be
reconstructed in kind, ta the extent the� were disturbed. Boulevards adjacent to the es�tablished
yards will be finished graded and restored with sod. �
Canstruction of tha 25 foot wide face to face section between Le�ngton and Theresa.
Street has been proposed to be affset 4 feet south af the centerline of the platted right-of-way.
Canstruction of this street czoss sectian with a 4 faot offset serves to flatten the boulevard
slopes when matching existing g�ra.de to the north, and allows the south gutter line to be
ctfnstiucted in a straight Iine eliminating any horizontal curb aligament offset in the transition
with the 33 foot wide street cross sectian of Cullen Avenue east of Theresa Street. .
Northern States Power Constaructian
Narthern States Power (NSP} has deter�uned that the natura� gas distribution system
which exists withia the stseet right of way in the Curley neighborhood should be replaced in
conjunction with this street reconstruetion projeet. NSP has indieated that const�uctian ta
replace the existing gas distribution system would commence in April weather permitting.
Praject Schedule
Engineering staff has substantially campleted the plai�s and specificatians for the
project. The next step is to advertise for bids. A pragosed schedu2e for the remainder of this
project is shown below.
��Y�
Approve Plans & Specs
Open Bids
Award Contract
Beg'sn Constntctian
Substant%al Campletion
RECOMN�NI)A1ZUN:
�
DATE
February 20
l��arch 26
Apri12
May 13
October 15
I recommend that Council appmve the final plans and specifica.tions and aiithoriz� staff
to advertise for bids.
ACTION REQTJIRED•
If Council concurs with the recommendation they shauld pass mations adopting
Resolution No. 96- I7:ESOLiTTI{)N APPROYING FINAL PL�ANS ANU
SPEGIFICATIONS AND AUTSORIZING ADVERTISE�I�NT FOit BIDS F4R
Il�f PROVl'�i�l:�I'rS T4 SERVE CIfRLEY' S VALLEY V�W, CUR�LEY' S VALLEY
'VIEW REPLAT, AND SURROUNDING AREAS (IlV�ROV�1b.�Nr NO. 93,
PROJECT NQ. 4}, .
��iRi�►''?J
�
City of 1Vlendota Heights
Dakata County, Minnesota
RFSOLUTION NO. 96-
RESOLUTION APPROVING FiNAL PLANS AND SPECIFICATIONS
AND AUT�iO�tIZING AD�+`�RTTSIlV�NT FOR BIDS �'OR SZ�tEET
IlV,[PROVEMTNTS TO SERVE CLTItL�:Y' S VALLEY VIEW, CURLEY' S
VALLEY VIEW REPLAT A�1D SI;fRROLiNDING AStEAS
(IMPROVEMF.NT NO. 93, PROJECT NO. 4) �
W�3EREAS, the City Engineer re�wrted that the proposed irmprovements and
construction thereaf were feasible and desirab% and further reported on the proposed costs of
said improvements and construction thereof; and ,
WSEREAS, the City Co�acil has heretofore directed that the City Engineer proceed
with the preparation of plans and specifications thereof; and
WBEREAS, the City Engineer has prepared plans and spec�cations for said
improvements and has presented such plans and specifications to the City Cauncil far
appmval.
NOW TFiEREFORE, IT IS 8F1tEBY RESOLVED by the City Council of the City
of Mendota I3eights, Minnesota., as follaws:
i. That the plans and specifications for said impmvements be and they are hereby
in all respects approvede
2. That the City Clerk with the ai�d and assistance of the City Engineer be �uad is
hereby authorized and directeti to advertise for bids for said impravaments all in
accordance with the applicable Minnesota Statutes, such bids to be received at
the City Hall of the City of Mendota FIeights by 10:00 o'clock A.M., 'l�esday,
March 26, 1996, at which time they will be pnblicly opened in the-City Council
Chambers of the Ciiy I�all by ihe City Engineer will then be ta.bulated, and will
then be considered by the City Council at its next regular Council meetimg.
Adopted by the City Couneil of the City of Mendata Iieights this 2Qth day of February, 1996.
CITY C4UNCIL
CITI' OF MENDOTA HEIGHTS
By �
,
Chazles E. Mertensotto, Mayor �
ATTP,ST:
Kathleen M. Swanson, City Clerk
Q,
LIST OF CONTRACTORS TO BE APPROVED BY CITY COUNCIL
�� Y - � � ��I�
blasonrv Coatractor Licease
Asfeld Construction
B.R. Moline Masonry, Inc.
Wayne Concrete
Lxcavating Contractor Licease
DSM Excavating Co., Inc.
Nova-Frost, Inc.
Royal Excavating, Inc.
Gas Pipiag Coatractor License '
Earl Arneson Jr. Heating & A/C
Heights Mechanical Co., Inc.
Jim Murr Plumbing, Inc.
Peterson Bros Sheetmetal
Wenzel Heating & A/C
SITAC Coatractor License
Heights Mechanical Co., Inc.
Peterson Bros Sheetmetal
Wenzel Heating & A/C
Geaeral Contractor License
Keller Fence Company Inc.
J.N. Johnson Sales & Service, Inc.
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Fe6eUdry i6s 1996
TO: Ma�ar arid C3ty Counci2
' • C7.71.2'1LS LZST SUMMARY:
fiOta2. CZetims
significan� Claims
Morton Sait
ilAU517GZ CIQ'�IDS
Bear Cumrtwnications
Ctiy of St Paul
.
safe t salt
48,41U
4>70i
police radios 12,048'
svc conn Mendota Meadows 13,222
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i 8,Carisori Eq 01-4c^00-6i�-,�.i0 eq rent 61,3i %.;
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�`., 16 Fe, 36 , { ' � � Claims List . . �. Page 2 , ���
Fri i0:a3 AM � City uf hien�iota Heights , • ,
1r.' ' '(`
Ternp Check Nurn�er 8 \ .
f�".! Temo. � {�'
Check .
Nurnber Venc'or Name Account Cade Carnments Amount
'. . �
B 61.37
Tatais Tema Ch�+ek ;�lumber^ 8
� �
'i ��mp G'heck Iv�unber 9
9 City Ma•tar 5upply 0i-4330-44v�-'2�, , parts �7c.35 �
9 Cxty Motar Supply @1-4330-490-50 oarts z33.4�
9 City �'.atar '"'aupply ¢+1-433�-49g-50 p�rts t77. 13
' J City Mator 5upply 01-4330-44a-^c0 parts . ii9.03 �}
9 City Mator^ �upply 0�i-4330-46ID-3� pars ISQI. 10
�... 4 J � i 7�i ��... Q�3 . �
.. ?c+tals Temo Gheck �iucaber 9 , . .
�':'i Ternp Check Nurnber 1�1 � ('}
10 City af 9t P�ul 2i-4460-716-fd� svc car�n rnersd rneaccaws 13, 18�.Qk
. IQF City r,f 5L Paui 0I-43d5-020-2� ciec svc 33.43 {�
20 ' i3, -^�22. 4.:,
, Tata3� Temo Ch�ek ;�iumber^ id �}
7emr� Checic ;�umber 1 i
� 11 Coverall 01-4335-315-30 � feb sve 237.39 �
ii Caverall 0i-4335-310-50 fieb svc 60,@4
'} ii Coverail �2-4335-3it�-7d , fet� sve 6Q�.00 �')
' ii Cavera2l i�-4335-31@-60 feb svc 59.99 �
. 44 3I7.3$ - (�}
i otal� 7emo Cherk NurnSer i i ., � '�
i��. Terap ,Check R�.ernber i2 J ~ �
I� Cr�w�fae^d Dcr�r �ui-4.s35-3i5-30 rprs �OQ. �0
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ic cib�7J» 2�u
Tcatals 7emo Check i�+�mber .i2 �
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Ternp Check NurnSer 1�
13 Cyber�media V�1-43�1i11'10-iQ� _ . sc�ftware 37.9t� ('�}
i 3 , . , s7» '3Qt
i ata Is i em� Check fv�_imber 1's i,,,1
i
Ternp Che�k Nurn'aer i4 - ' '
' �
� i4 Curminohara Spc�rts ihi-448a-07Q+-7a rink �ackets . 1.�,5.96 .
S=F AJrJ`.96 c' i
Totals Temp Checit hixrnber i4 • ..
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^ _ .' " .'-' "". ' - ' _"...-�_.r... �c^ ' .."(,' - -' ?�;.T.�?+„:�.,�..�,,�F�:'t: .�,':n$ a:: ''"•°v^<.:�:• Y ��t�s•ri� , �..c ;,,�;r-^..: ...v... -
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i6 Fe 96 �' Clairns List ., ' page 3 �. _
Fri i0:�3 AM � City of Mendota Heiohta ` ' �
� Terno Ch�?ck Nur�iber i5 �
�...� Terno. '
Check , �
tiiicnber Vendar ;�arne F+ccaunt Gr�de Cornmer�ts prnatint
.. �
1.'�, Dakc�ta Caunty Hwy Deot Q�i-4�11-4.?.0-5�t city sh�tre tfc �iur�als 2$4. i8
� 1� i84. i8 �
Toials TemQ C.ti�rk Nurriber i5
7emp Ch�ck Number i6 ' ('�
i6 DakatA Courrty CDr^ Q�1-44QJ4-�r�'0-20 • 96 dues 50.0r�
i 6 5k1. 012� �
Totais Ten�p Check hurnher _ i6
i ernp Check l�iurn�er i7 � � �
.. 1� Ferre:2g�s 0�.-4305-@50-50 splys 24.48 (?�
i7 F��^reilgas� 01-k3�B,.�,,-Qt7@-7�D splys 24.48 '
i7 Ferreilnas :5-43@5-050-60 splys �4.48 '
Si 7,3. 4k �
Tc�tals iemi� Cneck IVurnber 17
t �
7ernp Gheck hium5er ;F
.r i8 Fisher Phatr_+ �Li-4305-Q��L-2� ,��n svc 68.20 (�
18 (,6. �tZt
. ic�t�Is iemt� Check i��trooer 18 � . 0
iemo Cheak Nurnber 13 _ •
19 Giericoe Unifc�rras 01-441d-¢��0-c?Q� vest curt^ie 426,35 - -• �
tK„� :9 ' 426.95 M � �
Tatals Tem� Check i��_imber i9
Ternp Check �lum�er c� . (�
�it+ 6oc�dyear Service Stt�re teti-4330-44Q�-2� tires 148.06
20 Gc��riyear Service Stc�re Ql-4 s3�-440-�0 tires 4¢2. 66 ' (�
40 ' S541. . 76
Taials Temp Check Vurnber �0 �• 1� _ � 5�
i`�rnp Ch�ck tvtcmlaEr ^ci
�1 I C F T 0i-44m4L030-3� aties 5�1 ¢�0 �
, '�+ 5Qt.0Q1 � �
Tata15 Temp Cheek N+_iraber Ci , . , .
� y Temp Che�k Nurnber �2 -
. �,.?
2� I T i.. F'atch Co 01-44l0-@�0-�:a splys � 32A.0d .
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t...� . � ' - , •
i� Fel. 36 _ C2aims Liat . Page 4 - . . .
Fr-i 10:5,� AM ' City af Mend�t� Heights ,.. ,.
t...� ' �
� ernp Check R�unber 2� . ,. , � -
t:'� Terno. ' /r`l
� Check • '�
Nivnber Vendar I�arne Rccount C�de Cornments Amaunt
.• n
22 324. 00
� Tatals iemp C1eck Number 22 , •� �)
'Cemp Chec:c ivur���er 23 „
. �
23 Kr�c�x Corc;n�rciai CreCit 02-4.:,@S-¢'70-74 , splys 27.5� .
23 s{nax Cor��m�rcia;. Credit P$-4,�35-G3tZ�Qi-t�0 splys 21« 84
�3 Knnx Carr�mercia: Gred3t Qi-4330-4�@-5� �plys 34.2� {`}
69 " 83, 80 . ,
. Tatalz T�mo Check h�irnher �3 � �
i emp Check Ptuniber c^4 . t
' . _ �
24 K»utsan Rubbis7 Service @&-4335-aQtP,-0} aan svc 89.03
. 24 89. 03 l."'�
Tc,ta:� T�mq G"t�cx iwLuober c4 .
� i ernp Ctieck Numner 25 ,:7
25 Languia -dwe QS^�t�i�J"OJIZ���JQ splys . 14.94
25 Languia Hdwe 0i-4305-07�u-7� splys 14.94 �}
� E5 Lar�guia �:dwe i5-4.�tZsS-�&f2-6c� splys 24.94
, 7� � 44.82 (�
Tc�tals Temo Check t�umber . 4� , ,
Temt� Check Nurnaer �6 - �"j
26 �enfer^ Transmi�siur� E1-4330-490-70 rqrs 1,421.75 �� -
�� c6 Len•Fer i"r�nssnission 43i-433�-49r�-5Q rprs i,Qtc^9.55 �
52 2,451.3@
7catais iemfl CM�ek h;urni�er c� • i�,)
T�mp Check M+.im�Er 27
i, ,}
c^7 Leef Firc�s 0i-4.�35-3�+�-.�'.,�c �an svc 15.0Q�
�7 �eef Brus Oi-4335-3i�C-�� ,�an svc i6.Q�}
C7 Leef Brc�s 15-4�35 r'�l�k-60 ,}an svc 15. �C5 - r.,;
8i 48. 05
Tc+tais Temp Chec�c fv�.�rnber �7 ; , �,?
f emp Chec'rc #Varnber c^8 I .
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28 �i21ie Siibur5an Rews Q�i-4c40-08t�-80 hrg »atices 86.72 .
�8 Li i l ie Suburban 1�tews �i-4�4@-110-1II t�itdgei S8« fl0
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r L
�� 16 Fe ,36 " Cl�ims List Fage 5 �.
Fri 10:�3 AM�''. City c�t hien�ota Heights . ��,
�� Ternp Cherk Nurnber 26 . ., - �
('� Ternp. !�
� Check . �
Rturnber Vendar� iVame Rccount Cc�de Camments Amount
. "� � �
2& La 11 ie S�.�burban hews 27-4240-718-00 re wer�tworth �aterrnain 56.68 �
� g4 201.40 �
Tchals Ternp Check htumber 28
� Ternp Gheck humber 2� �,>
�9 i�ac �aeer� t�i-4330-49�D-5� . oarts ' ' 1�12.�2
t:"? �� Mac G�ueen �i-4,:�3�1-4�a-50 parts 488.5,�., . �
58 . ,.�i'3td. 7'7
�"": TotaiS Ternp Crieck i�iumber 2� ("}
Ten�o Gheck t�urn5er 3Q .
.r . _ �
sQ+ M�c Warehai:se 4�1-43tD1-�tc0-�0 saftware 172.9v�
30 Mi2c Ware:�auae �i-4301-� :0-3�1 sc�ftw�re �i9. G�
30 �iac Warehouse �J��YJOA�I�J""iJ sa�'twar^e 65.@� . (�;�
9ili 456. '3Q� .
'""i Tc�t ,ls Temp Check h�_irnber 3�� � �
Ternn Check Ivurnber 3i
.� 31 Menards Q�1-4330-4�Qt-S3Zc �plys ifA. 33 � �
' sl � 14�. �3 (.1
�� Tat�ls Temo Check Nt�mber si
t i emo Cherk I�urnaer 32 � . • �)
3� MiYm R��ring Co ¢i-433�-4'�0-7�u chair� 4Q.9i� �~ -
�'� 3� 40.30 �
'ic,��ls �em�t Cneck i�um�ET^ 3c
' . c;-�
� Ternn Ctieck h:urriber 33
. 33 Mendc,t2 Heich•ts Aubbisn 01-4�80-3i0-5� ,�an svc 5f.4t� �,,,).
3w Mer�duta heiohi� r�ubbish v,i^4�&@-31@-70 7ar� sv� 51.4fe7
33 i�erfc4t�ta �eiohts r�ubbish i.�',-4^c8v�-3�tI-6'v� ,�ar� svc 51.,sS
3:� hiencia�a h�ights Rubbish 01-4�='B��-.�15-3� ,�,ars svc 45, c47 :,,,'t
i 3� I `39. 38
iotals Temp Check Uumber 33 . •, ;...)
l`ernp Gheck humber 34 / �
�� 34 Midwest F'hc�tc� �avc fi1-43�5-0�+�-2@ ,�an svc . 3Q�.35 �
� 34 � 30. 3 i ...?
.. t��tais Temn �h�ek haisnbe�^ 34 � .
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� . �5:: ,
� 16 Fe. 36 ; '; . " + . ,,, Clairns List �'age 6 , �
Fri 10:53 AM City�of �er�dot� Heights . ,
� 7ernp Check Nuraber 35 . -.•'; �
{; i ' Ternp. �
Ctrec k . �
N�unber Vendor Narne Aecc�urh Coae Curnmentz AmCunt
.�"'? i.�
��r� COP Eciucat ional Fdr� 01-4400-4��-20 regr trr�c et�rxfi 240. c��C
� 3� �40.fl4 �
Tatals 7ernp Check Number� 35 -
�"� Temp Ch�ek lvum5er 3f (,�i
36 BC�t�or�er�sic Scier�ce L�b ¢�1-44@0-0�0-�� � r•egr 40.0� '
r-`? -_ ___'_ (�
... 36 40. @t�
3c,tals �emp Ghacit ltiumber 36
�� . �
iemp Check NurnbEr 37
i;^; s7 Minnesc�ta Teanisters Lac 320 iL�i-2�7S feb due5 276. @� Q
37 ^c78.2�k� .
�:+ ' Tot�ls Tern;� GhECK h�unber 37 �
i ernp 'Check Nurt�ber 38 •
r'� (�
..� 38 Mir�nesc+ta T��rrc7 Inc G}3-433�+-494t-7c� par^�s 3, 1i�.93
s 3$ � 1, 112.93 {�
Tatals Temp Check Rumber 3$
` } T�rnp Check Nart�b�r 33 � („)
3� Minnesc�t� Cc�r�way 01-43Qi5-0a0-3� re/chg 35.0�1
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.. 39 . 35. �5i v^t. " - -'..
Totals Ternp CriPck h��_�mber 39 • . -� ;
� Ternp Check Number 4�7 �
, 4p1 i*i S S A �'tti-44@4-2SC¢-5�'i dues StZt. tt10 . �}
4Q� 50. �1G�
iatal5 Ternp Check ivurabEr 40 • , • . i„�
7ernp Checic�i�tarna�tr 41 � /
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� 4i Mortan T:�a'rco: @5-44^cl-Q�W0--50 safe t salt c, 33�. �k
4i lYiot^ton 's:�oKr.�� 'v�1-4421-fct�0-.�.i�Z+ 5�fe t salt ^c,366.22
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�� ' , 4,i21.4C7
Tatal� Tetn� Cheek ;�umber� 4; �
'� Temp Check Nurnber 42 � � �
48 f�ator F'ar^ts Scrvire • 01-4330-49�D-50 parts 3�D� ' 35. 9E, � :; .1
4^c 35. 95
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��`} .16 Fe� 36 , , . , ' . . • Clairns� �.ist . . , .�. Paoe 7 . �
Fri 10:53 AM � City of Mendc�ta Heigh�s • • :
� iemp Check Number 42 �
("t Terrtp« (M
Check .
itiurnber Vendor ivarne AcCGunt Code Comrnents Amc��.�nt
.' . . �
Totals T�mp Ch�ck humber 42
�',t Ternp Check Num6er 43 _ , . �
43 i�odern Fer�ce 01-4330-ci5-7� gaals 61^c.3&
� __ _----- � �
43 � 6 i �^-, . 38
Tc�tais T�mp Check i�urnber 43
.. . �
i ernp Checic Nurnber 44
; 44 Natl Fire Protectian ,01-4k0^c-03@-3�i renewal 380.Q+� . �
44 � . 38k . 043
, 7ota2� Temp Che�k Ivumber 44 Q
Temp Check Nurnber 45
. Q
45 Needeis Ga 0i-430�=�30-3E� �plys 53.P,4
. � 45 53« 04 (�
Tatals Terap Check ltiurnber 45
. 'ierr�p Gheck lVumber 46 �',)
�
46 Nextell Camm 01-4330-490-50 rprs �09 85.31 . ••
, 46 Nextell Cornrn - 02-4a3Q�-490-50 � rpr� 308 63.00 �
�8 148. 31
, Totals Ternp Gheek Number 4b . - �j
Temp Check Nurnber 47 , 4 _ -
s'k� �
47 Nelsan Radio Car�vn 07-4330�-000-00 feb rntcn 6�.4Q+
.. 47 . 6�. 4ttt �,j
Tat�ls Temp Check Number k7
Ternp Check Nurnber 48 � � �j
48 Rtarthwesiern Aggregate it�%-4421-250-�� icr 527. S6
48 Narthwestern Aggregate �1-4r+21�0�,0-54� _ icr 3$�.55 �}
36 � i�. 9 i
7c�tals Temo Cneck �vuniber� 48 � � �}
Temp Cheeic ltiumber 49 ` ' , �
?� . �
49 Nar�th�ern 01-4330-490-50 p�rts 31.9� •
49 �arthern 01--433@-490-5Q parts 6$.i4
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i6 Fe� �5 i
Fri 10:53 AM '' � City a�
�.'t
'ternp Check Riurnber 49
� ` Temp.
Check •
Nurnber Vendor Narne Accuunt Code
4� Nc+rt hern 0i -4;s3sd-46id-30
4"� No1^$hern i5-433@-490-6�
�� 19G
Tat�ls Ternp Checic M1urnber 49
`� emp C�eck. Ivurriber 5@
50 No>�therr� St�te fiawer 01-4�ic^-:��0-7�
5�h tior�hern State Puwer 01'-4c"'ll-3c0-7iD
5r� t�c��^thern State ruwer i5-4�C11-4Z�0-60
s�a
Tt�tals iemp Gheck Nurnb�r 5�
� Ternp C:reck Number SS
51 t3f•Fi�e Deoa�G �c�7-2Q�10
�2. Office De�ot di-4,':�,Q�-08�-80
51 Offzce Deaa•t Oi-434�s-�'4Q-4�
5i Office Deput E�-4a0@-iV35-i5
51 Office Deoc�t i5-43��t-A6Pi^6+�
51 Office Depat �71-4;s60-Qt80-8c�
51 Offir_e Deoot ei-'c:010
52 Office Depot 0i-2Q�i0
Si Office �epat 0i-43P0-060-8�+
51 Dffice Deaot @i--2fZ�i0
51 Office Depat d5-43�Q�-itZ�S--i �
5i Offire Deput 0i-4ae�C-110-10
61�
�u�a:s Temo C;�eck Nurci�er^ 5i
��� •
i �rap Che,ck ;�usnber 52
5� 4h 1 i r7 �a 1 es ri� i-4.;P,5-�t: 's�-2�7
5�
iatais Tema C.h�cit ic�unber 5�
Temp Gheck Nut�iSer 53 , '
1,
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53 P b R 5 Eq 01-3140
J.�S.
7ot�I� Ternp Ch�ck Nurnber 53 '
_ • Terap Check Num��.+r �4
54 Leortarci F'er,rcin +�8-4335-00�-t�i1t
� 54
T��ta2s T�mp Gheck hurnber 54
�
�
List . Page 8 � , � -
ta.Neights � , ' ., .
� �,
. �
Cornment s Amaunt
�
parts 2i.? �
par^t s 4�. 55
.. Sb3. 9i �
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fei� sve 60.6� f�,3
fel� svc X47.28
feb svc 30.7i
c38. 66 • �i
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solys 43. 6�.� f�
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snlys 7S.9�t
�plys 7i.90 �j
5piys 7i.9ki
�p1ys 60.96
5piys 4@@. 96 (�
�plys 2.71
solys 9�.0c�
5plys ,1 i5. il (�
soiys 8�. kif1+
s�,lys 6. 48 '
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i6 �et ,�B Clairns List P�ge 9 :. : . ,
Fri i@:53 AM City of Mendota Height� . .
� , , <
Ternp Ctieck Nurn�er 54 , . - � �
{�� Ten�a. � . . �^1
� Check •
Nurnb�r Vendcm �+�rne Account Code Comments - Arnount
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Ternp Check N�_unber JJ
� 55 �red Ffei�ffer i5-44i0-060-6�2 � ciathino exp � 1�3.9a �
S.�.a 223.91 � ��
Tc�tais iemp Check h�_im�er 55
'� i ernp Check Nur,�aer 56 �
56 Psibi ic �r,�pi Ret Assn �1-�Q�74 , feb prem S�• �� • ..
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56 �ub2 ic Erno3 R�t Assr� ZI-4i3:-0c�h-.;:i� febprem 12. P,0 �.
5�, F'�.��lic c�•npl 4et Rssr� •. i5-k232-Q60-64 feb prern 8,4� •
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�o•tais "ferno C�eck �iumber� 56 •
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. T�r�c� C:heck ni_itn�er 57 •
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iatals Ternp Check i�iumher 57 �i
Ternp Check IVurn3er �3 •
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�� 58 Sever+ Gar,r�ers Ace hidwe 01-4332t-490-5&t. splys �$• �4
58 Seven Corners Ace Hdwe ai-4„32�-490-50 splys I3.74 '
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59 Shel� Auto c�ectric Qi-433@-44Gi-2�, s�pr� �c^46 . 88.85 ` (.)
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'� 7ernp Check Number 64 %�
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Tatals "Cemo C�eck I�iumber^ 67 � �
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f+�1NUAL CHECK � ---------
. . 4646 � 48� 409. 6.:. . �j
Gr�rid Total .15696 2�072.$3 NUCCN WC•ins ad�
..1569fi 4,�Y5.63 State Capitol CU 2j2/ payro3l
. 15698 - 102.56 Mike�Macako � park splys. . W` {"�
.25699 9h.�t8 . FredPfef ffer epp : reimb •
..iS700 .i3.84 PERA � z/2 payro7l
rj .15701 964.09 " ' " ' (:i
' .157.02 9,�02.89 " u
. 157.03 ' 858.14 �CMA "
..15id4 I,O10.00 Mfinn Mutual. " �
"`� 15705 260.00 Greai West L& A "�
,.15706 27Q.00 Minrr State Ret9ra,�nent " .
;� ..15707 •266.40 Dakota Coanty� � � � " �
.15708 • �45.00 Dakota Bank. '�
.15709 4,345.09 Comn�Revenue "
.--, . 15730 29,229.28, Dakota�Bank' " � ' ' C3
" ..15111 ..53,948.71 Pa�ro]l�a(c. ° � . . .
..15Z12�. 426.90 Dakota Bank petty cash ' �
�p, ; .15733• 2,500.00 •U S�Past Office refill meter �
, 15Z14 .128.59 Kathleen Swansan exp reimb�
�'� ` 99,691.36 �
, G.7. 148,140.98 • �
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�
CITY OF MENDOTA HEIGHTS
�� �
Febniary 15, 1996
TO: Mayor, City Council and City Ad ' r
FROM: 7ames E. Danie
Public Works D' t
SUBJECT: Royal Redeemer Lutheran Church Lighting Request
DISCUSSION:
Mr. Emil Hoppe, representing Royal Redeemer Lutheraa Church appeared at the
February 6, 1996 Council meeting requesting approval to install four NSP lights in the
Church's parking lot (see attached). At that meeting Council authorized the lights on these
conditions:
1. The lights would be installed no lugher than 18 feet.
2. The lights would be on a timer and turned off no later thaa midnight
3. The Church would be willing to cooperate with the City and iastall shielding to
solve any off site problems.
Mr. Hoppe reports back to me that NSP will not be able to put these lights on a timer,
they are operated on a photo cell. He states that Dakota' s Adults, their neighbo�s to the east,
also have parking lot lights that operate on a photo cell. The Church requests that they be
allowed to have their lights also operate on a photo cell. - -
Mr. Hoppe will be out of town for this meeting , but another member of his Church
will attend this meeting to discuss this request with Council. �
ACTION REQUIRED•
Review the Church's request and determine if Council is willing grant the Church's
request to remove the condition to turn the lights off at midnight.
',
� � , � � �� !
_ January 26, 1996
f �
�
TO: Mayor, City Council and City Adm ' r
FR4M; James E. Daaiels �
Public Works D' ` r
SUBJECTs Parking .I.ot Lighting Request
DISCUS5ION:
The Rayal Redeemer Lutheran Church located on I.exington Avenue immediately
across the street from City Hall has received a complaint from some of their members
cancerning 1ow light levels in their parking lot. The Church v�ou2d like to add four NSP tyge
lights to address the concern (see attached map far locataons). When the Charch contacted
NSP to request the lights, NSP did as we instrncted, and informed them that they would need
Ciry appmval before the lights could be installed. The lights will be the typical NSP area
lights and will be aperated on a photo cell.
The Church has obiained signatures of cansent from the abutting hameowners.
AC1'ION REQ�TIRICD•
Review the atta.ched lighti.ng rec�uest from Roya1 Redeemer Lutheran Church, and if
acceptable authorize NSP to install them. - -
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�"�'1,.� C�Y � REQUEST FOR PARKZNG ' JAN.
�:� 1it .�P.i?�.t�0�dl, LOT LIGHTS FOR � 9��
� Hei�;bts ROYAL ' REMEEMER CHURCH .
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applies). The cost of all housing and other living expenses are to be paid for by the Delivery
Engineer.
110
✓�
�
WILL-SURT NIGHTSCAN LIGHT TOWER, 240 VOLT LIGHTING:
A Will-Burt Night Scan shall be provided; Model NS15-6000, Nightscan Powerlite with FRC
Optimum Quartz halogen system .
Surface mounted elevating system to be mounted forward of hosebed on top of body.
The light dimensions shall be 43.25" long x 43.00" wide x 8.38" high and weigh 70 pounds.
Light mast sha11 tilt to a vertical position and telescope to 11 to 15 feet above the mounting surface.
Mast shall be operated by a 12 volt DC control and a self-contained air extension system.
Control for the mast shall be a pistol grip style remote unit with a 25 foot cable. An Auto Stow
feature shall be provided that shall stow the mast in the proper alignment with one action of the
switch. The remote shall be located as deternuned by the Fire Department.
"LIGHT TOWER EXTENDED" indicator light shall be provided, installed to be visible by driver,
activated by un-nested tower and Park Brake released. ,
Four (4) 1500 watt 240 volt, Fire Research Optimum, AC lights shall be mounted on the mast. The
lights shall rotate and tilt to provide complete coverage.
A label shall be provided at the operators location to indicate mast operation instructions, warning
information, extended tower height from the ground and bulb replacement data.
WTLL-BURT D-TECH SYSTEM
A Will-Burt D-Tech II System shall be provided as an option to the above specified light tower. D-
Tech system shall provide for avoidance of overhead electrical hazards.
MISCELLANEOUS LOOSE EQUIPMENT
NUTS, BOLTS, SCREWS
One (1) bag of chrome, stainless steel, or cadmium plated screws, nuts, bolts and washers, as used in
the construction of the unit shall be supplied to mount loose equipment items.
DELIVERY
FINAL DELIVERY
Final delivery of the completed apparatus shall be made via drive-away F.O.B. Fire Department
Headquarters, at which time Fire Department personnel shall be instructed as to the proper use of the
fire pump systems, as well as component systems by a Factory Representative. Factory training shall
include intensive fire pump training session by a delivery engineer with extensive experience giving
such sessions.
The Purchaser shall make all housing arrangements for the Delivery Engineer and provide him/her
with transportation to and from lodging and nearest available airport or rental car agency (if it
109
electric cord. The electric cord shall be mechanically clamped at and connected to the reel drum
power leads, and provided with an opposite end cord mounted bright orange nylon ball stop.
HOSE ROLLERS
Each electric cord reel shall be equipped with a"captive" 4-way cord roller assembly, angled towards
the ground level, for ease of cord deployxnent and rewinding. The roller assembly shall be of same,
or slightly narrower width as reel drum, in order to prevent cord from crawling over the reel discs
while being deployed and rewound.
RATING PLACARD
Per NFPA-1901, a permanent electrical rating specification placard shall be installed adjacent to each
line voltage electric cord reel.
CORD END CONFIGURATION
The following specified cord receptacle box(es) shall be "hardwired" to the end of the reel cord(s),
and non-removable. A mechanical cord clamp shall be provided at receptacle box, to prevent
detachment of the cord under normal use conditions.
AHItON RECEPTACLE BOX, HARDWIRED
One (1) each, Akron EJB "lighted" electrical receptacle box to be furnished, mounted on end of
specified reel cord(s), each box equipped with: four (4) individual twist-lock receptacles: LS-20R, LS-
20R female 20-amp/125-volt 3-wire 2-pole receptacles, cord clamp, spring loaded receptacle covers,
and signal light (to indicate power on).
Junction box holder(s) shall be furnished, located adjacent to reel roller assembly, or as customer
designated.
CORD REEL LOCATION: UPPERMOST SIDE COMPARTMENT, PASSENGER SIDE
One (1) of the specified electric cord reel(s) shall be enclosed inside the passenger side rear
compartment, positioned in the uppermosdceiling area, so as to conserve the interior compartment
space. Electric cord shall "deploy" down from the top of side compartment, and outboard away from
the apparatus. The reel's specified encapsulated 4-way cord roller assembly shall be positioned at the
top outboard interior of same specified compartment(s). ,
CORD REEL ENCLOSURE, STAINLESS STEEL HOUSING
The one (1) electric cord reel(s) shall each be fully enclosed inside a machine swirl finish fabricated
stainless steel housing, which covers both the reel and the reel's rewind mechanism. Reel enclosure
shall be bolted in position, easily removable for service or repairs to the reel and replacement of the
electric cord.
The specified "captive" 4-way hose roller assembly shall be located on the exterior of the reel
enclosure, at a 45-degree angle towards the ground, for ease of electric cord deployment and
rewinding. �
A hinged access door to be provided to allow access to cord. Door to be large as possible.
LINE VOLTAGE RECEPTACLE(S)
1:
allowances made for proper venting. Oil level visual "check" shall be readily visible.
GENERATOR CIRCUIT BREAKER PANEL
One (1), Square-D 100-amp circuit breaker panel, to be furnished, wired up to 12,000 watts with a
main breaker and at least eight (8) individual switch type manual-reset 20-amp 120-volt receptacle
(10-amp for lighting) circuit breakers. Panel to be located inside a weatherproof apparatus body
compartment (Customer approved location), provided with waterproof non-metallic flexible conduit
(extending from generator to circuit breaker panel and circuit panel to electrical accessories), with
appropriate size multi-stranded color coded THI-iN insulated wiring. All circuits shall be identified
with permanently engraved nameplates describing controlled function.
LINE VOLTAGE SCENE LIGHTING
TELESCOPING BOTTOM PUSH-UP LIGHTS
Two (2), Fire Research "Optimum" model OPA530-S75, 750-watt 120-volt telescoping quartz
floodlight(s) to be furnished, complete with: vertical surface mounting bracket and bottom-raise
telescoping pole and locking collar. Insulated 120-volt coil cord to be permanently wired to specified
circuit breaker panel. Lights/coil cord(s) to be wired and powered by generator circuit breaker panel
and equipped with lighthead mounted switch. Light(s) to be mounted on driver and passenger side
front body corners.
REMOTE SWITCHING FOR THE SPECIFIED QUARTZ LIGHTS.
Each of the following specified generator powered quartz lights shall be wired to and powered by an
individual generator circuit breaker panel mounted 12-vo1d120 or 240-volt relay, controlled by dual
individual (two per light) remote located 12-volt illuminated rocker switches. Rocker switch panels
shall be located in chassis cab and at pump opeartor's panel. This option superceeds any specified
light head mounted light switches.
POWER REWIND ELECTRIC CORD REEL(S)
LINE VOLTAGE ELECTRIC CORD REEL(S), 240-VOLTS AC
One fl each, Hannay model ECR1618-17-18 or equivalent, 12-volt electric chain and sprocket
rewind "live-wire" 240VAC electric 4-conductor cord reel(s) shall be furnished, painted with oven-
cured enamel standard silver metallic color. Each cord reel shall be equipped with a continuous
rotating style 45-amp collector ring assembly, with internaUprotected #8-gauge wiring, and a
weatherproof junction box. A 12-volt loom protected insulated multi-stranded copper battery cable
shall extend from each reel rewind motor to a battery disconnect switch powered and controlled
power post. Cord reel(s) shall be equipped with a placarded weatherproof push-button 12-volt rewind
switch located within easy reach of the operator while standing on the ground outside the vehicle.
Location to be deternuned.
POWER FEED LINE AND CORD/CABLE
A voltage & amperage matching capacity insulated and conduit protected multi-stranded copper
power feed line shall extend from the reel's junction box to the specified circuit breaker panel. Cord
reel shall receive its own dedicated manual-reset circuit breaker, of specified capacity.
Each reel shall be provided with a single 200 ft. section of 10/4 S.O. insulated multi-stranded copper
107
pattern shall be applied to flat metal surface, prior to installation of the above specified bolt-on
(removable) accessories.
GENERATOR
120V/240V ELECTRICAL SYSTEM AND ACCESSORIES
The following specified 120/240 volt alternating current system shall meet the requirements of NFPA
1901, as it relates to vehicle mounted systems, including but not limited to: Materials, Grounding,
Overcurrent Protection, Wiring Methods, Wiring identification, Wet Locations, Dry Locations,
Receptacle Listings, Electrical System Testing, Placarding, and Operational Testing.
120/240 VOLT HYDRAULIC GENERATOR SET - HARRISON 15KW MODEL 15.0 MPC-
16D
The generator system shall be a Harrison model 15.0 MPC rated at 15 kilowatts, 125 amps @
120VAC and 62 amps @ 240 VAC, 1 Phase, 60 Hertz, or approved equal.
The motor/generator shall be placed in a tray frame assembly which affords protection to the
components and provides a unitized mounting module containing motor/,generator, reservoir, oil
cooler, and filtration system. The generator shall be a commercial type. The reservoir shall include an
oil level gauge, fill cap, and fill strainer.
The system must be capable of producing the rated full-load power when driven from the vehicle
PTO from high idle to maximum engine speed.
The system shall be 24" long, 18" wide, and 14" high, weighing no more than 2981bs. ;
The system shall include a digital meter package that includes frequency, a voltage, and the two
amperages. The system shall also indicate/have: generator run hours, over current indication, over
temperature indication, and "power-on" indication.
A Chelsea "Hot Shift" 10-bolt transmission power take off shall be of the heavy duty type, mounted
directly on the transmission of the chassis. The driveline shall be hollow tube type, with heavy duty
universals and splined shaft for movement between the chassis components and the generator. The
engagement of the power take off shall be in the chassis cab with rocker switch and pilot light labeled
GENERATOR PTO ENGAGED to note engagement of the power take off. An engraved nameplate
indicating the chassis transmission shift selector position to be used for generator operation shall be
provided in the cab, located so that it can easily be read from the driver's position. The power supply
to the PTO engagement control shall be wired to a parking brake interlock switch to prevent
engagement unless the vehicle is stopped.
A power source specification label shall be permanently attached to the apparatus near the operator's
panel. The label shall provide the operator with the following information: rated voltage and type
(AC/DC), phase, rated frequency, rated amperage, continuous rated watts, power source engine
speed.
GENERATOR LOCATION
The above specified hydraulic generator shall be located in the exterior top forward hosebed, with
rear of apparatus body. A color matching 4" reflective band shall be provided across the front of the
chassis hood, between grille and bumper (or on front bumper surface, as approved by customer).
BLACK TRIMMED GOLD STRIPING BORDERING REFLECTIVE STRIPES
The apparatus body reflective striping shall be provided with a contrasting bottom border, consisting
of 1/2" wide 3M Gold ScotchCal with 1/8" top and bottom Black pin stripe edges. Border striping to
extend full length of vehicle driver's and passenger's sides, positioned approximately 2" below the
specified reflective stripe.
BLACK TRIMMED GOLD STRIPING BORDERING WHITE PAINT STRIPES
The apparatus body two tone white paint sha11 be provided with a contrasting top and bottom border,
consisting of 1/2" wide 3M Gold ScotchCal with 1/8" top and bottom Black pin stripe edges. Border
striping to extend full length of vehicle driver's and passenger's sides, positioned on the brake line of
the specified painted stripe.
GOLD LETTERING, BLACK SHADED
Driver's side and passenger's side chassis cab front doors sha11 be furnished with CAD generated
machine cut simulated Gold Leaf lettering, suitably shaded with Black vinyl.
Forty-one (41) to sixty (60) CAD generated machine cut simulated gold leaf letters, 3.00" tall,
highlighted with black vinyl shading shall be provided.
Lettering to be encapsulated between two (2) layers of mylar, for protection and longevity.
LETTERING DESIGN
The driver's side and passenger's side (2-each) chassis cab front doors shall be lettered as follows:
The Department name (top row) shall be in an"'staight-line", to read MENDOTA HEIGHTS
The words: FIl2E DEPARTMENT. shall be in a"straight-line" immediately below Fire
Department name.
VEHICLE NUMBER
The vehicle's assigned number shall be displayed in the following form:
ENGINE (upper) 10 (lower)
Lettering shall match the above specified Department name, in style, material, and size; and be
located on rear crew�cab door.
CHEVRON STRIPING, REAR OF APPARATUS
A ininimum of 48 square feet of multiple 4" diagonal reflective stripes shall be provided, full width at
rear of apparatus body. Stripes shall form "Chevrons", using alternating red and white reflective
stripes, only interrupted by the rear apparatus lighting, handrails, steps, and door hardware. Chevron
105
be painted White Urethane, bottom-of-white paint line and separation trim shall be determined by
Customer at time of Pre-Build Conference.
Paint to be outlined with an 1/8" wide black pinstripe.
TWO TONE CENTER CHASSIS CAB/CREW CABBODY PAINT
The center portion of the specified chassis cab/crew cab/body, shall be painted White Urethane, paint
to be entire length of apparatus a minimun of 20" wide, paint line and separation trim shall be
deternuned by Customer at time of Pre-Build Conference.
PAINT FIRE PUMP AND PLUMBING
The fire pump and pump plumbing shall be primed with PPG DP-401 and painted gray (or silver
metallic) in color. Where discharge and suction extensions pass through the pump panel, they shall
also be primed and painted. •
10-YEAR PAINT WARRANTY
A 10-year paint warranty shall be provided on the apparatus body as per PPG paint warranty policies �
and to insure integrity of the factory warranty, PPG recommended procedures shall be followed ,�
exactly as this wananty requixes. , ,
DISSIMILAR METALS CORROSION PREVENTION
In an effort to prevent "dissimilar metals corrosion" all apparatus ferrous and non-ferrous metals shall `'
be isolated from one another, using barrier tapes, vinyl or rubberized coatings, and other methods to
isolate the mating surfaces. Where aluminum and steel or stainless steel are "mated", the entire ,'
mating surface must be lined or coated, even where surfaces are already prime and/or color coat
painted. ,
Since all fasteners must be stainless steel, it is imperative to provide fasteners with the smallest
possible head profile, such as button-socket-head cap screws, in lieu of pan head or truss head screws.
Additionally, all screw and nut fasteners shall be coated with "Harpen Wax" to prevent fastener
discoloration when exposed to dissimilar alutninum. Rubber and/or vinyl washers shall NOT be
used, as they collapse as allow fasteners to loosen.
Where stainless steel piano hinges are bolted to aluxninum, the hinge leaf shall first be lined with
barrier tape. All burrs and metal particles shall be removed prior to bolt-on assembly of mating
fabrications and accessories. NOTE: Fine line caulking, spray-on or brush-on undercoating, and
paint coats, are not acceptable as dissimilar metals barriers.
STRIPING, BODY TR1M
In addition to the following striping, as specified, the interior cab doors shall have a minimum of 96
square inches of reflective media applied to each interior door, at bottom surface.
REFLECTIVE STRIPING, 4" WIDE
A 4" wide horizontal White ScotchLite reflective stripe shall be affixed to the sides of the vehicle, to
conform with NFPA 1901 reflectivity requirement. A color matching 4" band shall be provided at
104
The coating system, as supplied and recommended for application, shall meet all applicable federal,
state and local laws and regulations now in force or at any time during the courses of the bid.
The specified apparatus body painted surfaces shall receive the primer coats and the finish coats.
These painted surfaces shall have a finish with no runs, sags, craters, pinholes or other defects.
HIGH LUSTER BUFFING
The specified color painted components (except roll-up door slats) shall be "wet" �color sanded with
ultra-fine media, machine buffed with rubbing compound and wool pad, machine buffed with glaze
and foam pad, and hand wiped to remove residue.
PAINT COLOR
Finish color of the apparatus body exterior and painted accessories shall be of a single color to match
major chassis cab exterior color.
ACCESSORIES TO BE PAINTED
The following accessories shall be painted in addition to apparatus body exterior: removable door
jambs, front body corners, rear body comers, overhead squad side panels, and wheel well housings.
Chassis frame and suspension shall be Black.
BODY RE-ASSEMBLY
During reassembly of all individually painted fabricated components, special care shall be taken to
prevent deterioration of top paint coats of mating flanged areas. 4-way aluminuxn treadplate
components, which have been removed prior to painting, shall be seal coated where mated to non-
aluminum painted components. 4-way aluminum fabrications to be installed using stainless steel
button socket head cap screw fasteners. Edges of 4-way aluminum, where meeting exterior body
painted fabrications, shall be properly caulked with G.E. or equal silver metallic body sealant to
prevent moisture accumulation between metal layers.
TOUCH-UP PAINT
One (1), full quart of original finish color top coat paint material shall be provided for use as future
touch-up paint.
PAINT CHASSIS FRAME ASSEMBLY
The chassis frame assembly shall remain the color and paint quality as received from the chassis
manufacturer. The frame and components shall not be repainted.
Components tl�at are considered part of the "frame assembly" are frame rails, cross members, axles,
suspension, steering gear and the fuel tank.
TECTYL NON-HARDENING UNDERCOATING UNDERCOATING
After fmal body reassembly, under body areas shall be spray coated with Tectyl or equal rustproofmg
undercoating material. Vehicle exterior painted surfaces shall be PrepSol "solvent washed" after
undercoating, to remove all overspray residue.
TWO TONE CHASSIS CAB PAINT
The upper roof cap top portion of the specified chassis cab/crew cab, including entire roof area, shall
103
REAR OF BODY LOWER LEVEL LED WARNING LIGHTS
Two (2), Whelen model 60ROOFRR or equivelent, 6" x 4" rectangular surface mounted LED light
heads and two (2) 6EFLANGE c�rome plated surrounds to be furnished, located one (1) driver's side
lower rear body corner, one (1) passenger's side lower rear body corner. Light lenses to be driver's
side Red, passenger's side Red. Lights to be activated by specified switch, identified by function.
REAR UPPER LEVEL LED "STACKED" LIGHTS
Four (4), Whelen 500 series TIR6 Super LED rectangular or equivelent, surface mounted light heads
to be furnished and mounted two (2) driver's side rear and two (2) passenger's side rear "stacked" one
above.
Two (2) Whelen 600 series 60R02RR rectangular or equivelent, surface mounted light heads to be
fumished and mounted two (2) rear upper sides (1-each side).
Lights to be activated by specified switch, identified by function.
PAINT
PAINT PROCESS
Body surfaces to be painted shall be cleaned using DX436 wax & grease remover. Then the entire
surface shall be sprayed with F3963 Etching Primer which exhibits very good adhesion and corrosion
resistance. A high build primer surfacer, F3975, will then be applied directly over the etch prixner. '
After allowing the primer surfacer to air dry, the entire unit will be sanded using dual action sanders •
leaving a very smooth surface to be painted. ;
The paint applied to the apparatus shall be PPG Industries Delfleet� Evolution brand, applied ,
throughout a mulit-step process including at least two coats of each color and clearcoat fuush.
Special attention will be given to proper application of coatings according to the specified film build
(wet and dry) recommendations of PPG. Product or technical data bulletins should be consulted for
any needed information above that which has been outlined herein. All paint materials shall be
prepared and applied in accordance with this specification and the paint manufacturer's latest written
recommendation prior to paint application.
The coating shall be baked or air dried. The coatings shall provide full gloss when finished curing and
must be suitable for application by conventional pressure air atomizing spray.
Body panels and sub-frame area which cannot be painted after assembly shall be pre-primed and
painted prior to main painting process.
The coatings shall not contain lead, cadmium or arsenic. The polyiscoyanate component shall consist
of only aliphatic isocyanates, with no portion being aromatic isocyanate in character. The solvents
used in all components and products shall not contain ethylene glycol, mono-ethyl ethers, or their
acetates (commercially recognized as cellosolves), nor shall they contain any chlorinated
hydrocarbons. The products shall have no adverse health effects or present any unusual hazard to
personnel when used according to manufacturers recommendations for handling and proper protective
safety equipment, and for its intended use.
102
SCENE LIGHTS - 4 EACH - BODY SIDES
Two (2) pair of Whelen 600 or equivalent scene lights shall be installed two (2) each side at the upper
level of chassis cab side and rear corner of the apparatus body.
The lights shall have a clear lens with 13 degree angle downward internal optics.
The lights shall have a rocker switch in the cab.
WARNING LIGHTS CAB EXTERIOR & CAB ROOF
TRAFFIC CONTROL EMITTER
One (1), Whelen, Traffic Pre-Emption Emitter to be furnished, complete with appropriate power
supply. Emitter shall be proyided with the following items One (1) LSL-215, Two (2) 500 LTUBE,
One (1) 02-24192. Emitter to be installed interior center segment of specified front facing lightbar.
Emitter lens color to be Clear. Emitter to be activated by a single illuminated rocker switch, identified
as: "OPTICOM".
CAB ROOF MOUNTED RED & CLEAR LED LIGHTBAR
One (lea), Whelen model FN72QLED or equivalent 72" long shorter in the case of a commercial
chassis lightbar shall be furnished and installed, mounted to chassis roof with individual back-lit
rocker style switch at 12V emergency light console. Lightbar to include Ten (10) LED's, two (2) front
corner Red linear LED's, six (6) front linear-LED's (2 Red/2 White) and two (2) end Red linear
LED's. Two (2) side take down/scene lights shall be provided switched individually side to side.
Activation of parking brake shall disengage any forward facing clear lights.
OPTIONAL LIGHT, TRAFFIC DIRECTING
TRAFFICDIRECTING MODULES
The followin,� ite»z shall be bid as option to deduct for the total price of tlie truck. Bidders need to
indicate �n their proposal the total price deduction if this snecified optio�z is not selected bv the fire
departnzent.
Four (4), "Traffic DirectinQ Modules ", li�ht modules are to be provided with LED Zi,�htifz,�, with
one (1) control head, furnished, surface mounted onto vertical clzassis cab/crew cab, at rear above
hosebed Li,�ht Modules to be An:ber. Control head to be installed on specified electrical console
or cab dashboard per Customer's approval.
LOWER LEVEL BODY WHEEL WELL WARNING LIGHTS
Four (4), Whelen mode160R02FRR or equivelent, 6" x 4" rectangular LED light heads with four (4)
6EFLANGE chrome flange surrounds to be furnished, surface mounted, two (2) on each side of the
apparatus in the forward and rear portion of the rear body wheel wells. Light lens to be Red,
passenger side and driver side. Lights to be activated by the illuminated rocker switch, identified by
function.
101
automatically, per NFPA-1901 requirements; "DO NOT MOVE APPARATUS IF LIGHT IS
ON".
DRIVER- PASSENGER SIDE, OR REAR BODY COMPARTMENT DOOR OPEN
The above specified DO NOT MOVE VEHICLE LIGHT shall be wired to all compartment light
automatic door switches so as to indicate "OPEN" apparatus body compartment door.
COMPARTMENT LIGHTING
VERTICAL STRIP INTERIOR DOORWAY COMPARTMENT LIGFITING
Two (2) per compartment (total of 14 each): 12-volt multiple LED element, interior compartment �
vertical "strip" tubular lights, shall be furnished, one (1) each side of each compartment door
opening. Lights to be inboard the specified roll-up door tracks, activated by "opening" of the �
respective compartment door. Lighting shall have polycarbonate lens to resist breakage from impact
and damage from light element heat .
PUMP COMPARTMENT LIGHT
One (1), 6" round chrome plated surface mount 12-volt interior pump compartment light to be
furnished, mounted ceiling of interior pump compartment. Lens to be 5" diameter, Clear. Light to be
activated by light lens mounted push-button switch.
PERIMETER SCENE LIGHTS - CAB
CAB GROUND LIGHTS
Please refer to the chassis specification, for the furnished chassis perimeter ground lights.
PERIMETER UNDER BODY LIGHTS '
Five (5), 4" round under body 12-volt ground lights to be furnished, located: two (2) each driver's side
ahead of and behind rear wheels, two (2) each passenger's side ahead of and behind rear wheels, one
(1) each center rear underside tailboard. Lights to be completely sealed for weather resistance, lenses
4" diameter. Lights to be wired for activation by setting of the parking brake.
APPARATUS BODY 12-VOLT SCENE & OVERHEAD LIGHTING
REAR SCENE LIGHTS TO ILLUMINATE WITH BACKUP SIGNAL
The above specified REAR scene lights shall illuminate, when reverse gear of transmission is
selected, and vehicle is backing up.
SCENE LIGHTS - 2 EACH - REAR
One (1) pair of Whelen 600 or equivalent lights shall be installed at the rear of the apparatus body.
The lights shall have a clear lens with 13 degree intemal optics.
The lights shall be controlled by control from a switch at the rear of the truck and a switch located at
the driver's switch panel.
100 �
center rear tailboard flange diamond shape cut outs. Lenses to be Red. Marker lights to be activated
by headlamp switch.
Two (2), rectangular LED, surface mount midship dual element, marker lights & turn lights, to be
funushed; located one (1) driver's side midship vehicle and one (1) passenger's side midship vehicle.
Lights to have Amber lens. Turn light (flashing element) to be activated by vehicle turn signals.
The three (3) marker lights located at the rear to be:
As close as practical to the vertical Centerline.
Centers spaced not less than six (6) inches or more than twelve (12) inches apart.
Red in color.
All at the same height.
The two (2) outside marker lights located at the rear shall be installed:
To indicate the overall width of the vehicle.
At the same height. '
To be visible from the rear and the side.
Per FMVSS 108 and CMVSS 108 requirements.
STOP/TA1L , BACK UP & TURN LIGHTS
Two (2), DOT/NFPA, rectangular chrome plated flange surface mount "LED" combination stop/tail
lights to be furnished, mounted each side at rear of body. Lenses to be Red. Lights to be wired for
activation by service brake and headlamp switch.
REAR TURN SIGNALS
T�, wo (2J,DOT,/NFPA angular chrome plated flange surface mount "arrow" LED turn signal lights to
be fumished, mounted one each side at rear of body. Lenses to be Amber. Lights to be wired for
activation by left or right turn signal (not by brake lights).
BACK UP LIGHTS
Two (2), DOT/NFPA angular chrome plated flange surface mount non-LED back up lights to be
furnished, mounted one each side at rear of body. Lenses to be Clear. Lights to be wired for
activation by reverse gear of truck transmission.
Above specified lights to include 6E Flange Kit, polished or chrome plated bezels, evenly spaced,
driver's side and passenger's side rear body corners.
Reflective light lenses, or individual reflectors shall be provided, to meet DOT requirements.
POLISHED LICENSE PLATE BRACKET, LIGHTED
A polished stainless steel or cast aluminum license plate light with bracket will be fumished, with
overhead 12-volt light, and installed on the rear of the vehicle.
DO NOT MOVE APPARATUS INDICATOR LIGIiT
A flashing indicator light shall be furnished, installed on cab dashboard, visible to driver, illununated
•.
Wiring information (diagrams), for PDC, shall be provided.
APPARATUS LIGHTING INSTALLATION STANDARI)S:
All specified 12-volt to be in accordance with D.O.T. regulations at time of purrchase.
WALKWAY, STANDING PLATFORM, AND WORK AREA LIGHTING
Apparatus to have sufficient lights to properly illuminate the crew compartment(s), the pump
operator's panel(s), each enclosed tool and equipment compartment, work areas, steps and walkways.
Lights shall be located to minimize accidental breakage.
LIGHTING INSTALLATION REOUIItEMENTS
All specified light fixtures to be located/fitted prior to and re-installed after fuush painting. Where
fixture wiring passes through metal body panel, the pass-thru hole to be equipped with a rubber
grommet. All specified light fixtures shall be installed, using stainless steel screws with non-metallic
"replaceable" threaded inserts, to allow removal of light fixture, from exterior of body. Where light
fixtures are to be installed on a painted panel, all light fixture mounting holes, grommet holes, and
fastener holes shall be machined/cut-out prior to prime and finish painting, so that a11 metal edge
surfaces receive the same protective coating. Where holes are cut or drilled, after finish painting,
same holes shall receive paint finishes prior to insertion of fasteners and threaded inserts.
FMVSS LIGHTING CONFIGURATION
The following specified rear body taiUstop, turn and back up lights to be positioned: Red (taiUstop) ��
TOP, Amber (turn) MIDDLE, and Clear (back up) BOTTOM, driver's and passenger's side rear of �
body. ; ,
EMERGENCY SWITCIi CONSOLE
An emergency switch control console shall be furnished, as specified in CHASSIS SECTION,
mounted to be easily accessible and visible to seated driver, and officer.
STEP LIGHTS, LED FRONT BODY CORNERS
Two (2), 12-volt LED (Ri-Tar or equivalent) front compartment corner step lights to be furnished,
mounted driver's side and passenger's side front lower compartment corners (providing pump panel
step lights). Lights to be activated by parking brake set.
REAR STEP LIGHTS, SHIELDED
Two (2), 2" round chrome plated surface mount 12-volt "shielded" step lights to be furnished, located
rear of body (tailboard step areas). Lens to be 1-1/2", diameter, Clear. Lights to be activated by
parking brake set.
REAR LED MARKER LIGHTING
Five (5), rectangular surface mount 12-volt dual LED bulb marker lights with snap-on lenses to be
furnished, located: two (2) recessed into specified rear tailboard comers and three (3) recessed behind
••
All 12-volt switches, relays, terminals, connectors, and wiring to have a direct current rating of 125%
of maximum current for which the current is protected.
The power distribution center shall contain engineered electrical �components and waterproof
pin/soeket bulkhead connectors. At least four (4) spare circuit breaker sockets shall be furnished for
future use. �
A minimum 2-0 multi-stranded copper insulated battery cable shall run from specified battery switch
to chassis frame mounted threaded stud ternunal block, providing power to high amperage items such
as: the primer motor.
(A) All holes made in the roof shall be caulked with silicon (not Rope caulk). Large fender washers,
liberally caulked, shall be used when fastening equipment to the underside of the cab roof.
(B) Any electrical component that is installed in an exposed area (any location outside of the cab or
body) shall be mounted in a manner that shall not allow moisture to accumulate in it.
(C) Electrical components designed to be removed for maintenance shall not be fastened with nuts
and bolts. Metal screws shall be used in mounting these devices. Also a coil of wire shall be
provided behind the appliance to allow them to be pulled away from mounting area for inspection and
service work.
(D) Corrosion preventative compound shall be applied to all terminal plugs located outside of the cab
or body. All non-waterproof connections sha11 include this compound in the plug to prevent
corrosion and for easy separation (of the plug).
(E) All lights that have their sockets in a weather exposed area shall have corrosion preventative
compound added to the socket tertninal area.
(F) All electrical terminals in exposed areas shall have silicon (1890) applied completely over the
metal portion of the ternunal.
All emergency light switches shall be mounted on a separate panel installed in the cab. A master
warning light switch and individual switches to be provided to allow preselection of emergency
lights. The light switches shall be "rocker" type with an internal indicator light to show when switch
is energized. Emergency lighting switches to be illuminated RED, non-emergency switches to be
illuminated WHITE or BLUE. Engraved nametags, describing function of each individual switch, to
be located above paddle and rocker switches. The switches and identification shall be illuminated.
All lights and reflectors, required to comply with Federal Motor Vehicle Safety Standard #108, shall
be furnished. Rear identification lights shall be recessed mounted for protection. Lights and wiring
mounted in the rear bulkheads shall be protected from damage by installing a false bulkhead inside
the rear compartments.
An operational test shall be conducted to ensure that any equipment that is permanently attached to
the electrical system is properly connected and in working order.
The results of the tests shall be recorded and provided to the purchaser at time of delivery.
Controls and switches, which are expected to be operated by the driver while the apparatus is in
motion, are to be within convenient reach of the driver.
97
The water fill tower shall be designed, sized and located as required by the needs of the tank. The
1/2" thick polypropylene fill and overflow tower shall be equipped with a hinged lid and a removable
polypropylene screen. The water fill tower shall be surrounded by a metal fabrication, providing
separation from the hosebed.
An overflow tube shall be installed within the fill tower and internally piped with large diameter
schedule 40 PVC pipe through the tank, exiting behind the vehicle's rear axle.
The water tank sump shall be a minimum of 10" x 10" x 3" deep and located in the forward area of
the booster tank. There shall be a 4" i.d. schedule 40 polypropylene tank suction pipe from the
entrance of the tank (adjacent to and inline with fire pump) to the tank sump. The tank drain and clean
out shall be 3" NPT schedule 80 female flange with plug, located in the bottom of the tank sump.
FOAM RESERVOIR
One (1), 25-gallon foam reservoir/cell shall be furnished as a component of specified water tank. The
foam cavity shall include a fill stack with lift-up cover and latch assembly. The foam fill tower shall
be surrounded by a metal fabrication, providing separation from the hosebed. The foam lid shall have
a 4" diameter screw-on vent cap. Two (2) 1" TIPT female spuds shall be furnished in the exposed
end wall of the foam reservoir/cell, for use with foam concentrate liquid line(s) of the specified foam
system.
WARRANTY
The booster tanlc shall have a lifetime warranty as provided by the tank manufacturer. ��
STAINLESS STEEL TANK CRADLE
The tank mounting shall be simple style cradle. This cradle shall be designed for the specific tank,
and shall provide support in the areas and locations specified by the tank manufacturer. All tank-to-
cradle horizontal and vertical "mating" areas shall be lined with minimum 1/2" thick 60 DURO
rubber cushiom material. The cradle shall be 304 stainless steel for total protection against corrosion.
The tank cradle shall have a lifetime warranty, as provided by body builder.
ELECTRICAL -12 VOLT
POWER DISTRIBUTION CENTER AND SWITCH PANEL
All apparatus body and pump compartment wiring for specified lights and electrical equipment shall
be suitably protected inside heat resistant vinyl, fornung multiple harnesses. Multiple harnesses to run
from chassis cab, pump compartment, and apparatus body to a PDC (power distribution center).
Harnesses shall consist of individual legend imprinted multi-stranded copper color coded SAE-J 1128
compliant automotive wires inside vinyl loom. Spare wires shall run throughout apparatus
compartmented body and pump compartment, so as to allow future installations of electrical
accessories, using original harnesses. A11 wiring to be identified, "imprinted" with function (spare
wires with numbers). Type-II auto-reset circuit breakers to be furnished, of various amperage
capacity, sized for intended load.
L••
Compartment(s) shall be equipped with a single weatherstripped vertically hinged over-lapping
"beveled-edge" door constructed of wheel well matching material, equipped with: full height polished
stainless steel piano hinge, chain door-stop, and polished stainless steel D-ring finger pull pawl-latch.
DRIVER SIDE 3-AIlt BOTTLE STORAGE
One (1) triangular shaped fully enclosed SCBA air bottle compartment(s) shall be furnished, located
in upper outboard corner(s) of driver's side wheelwell housing. Interior of compartment(s) to be
divided into four (4) individual sleeved storage areas, three (3) to accommodate air bottles and one (1)
for miscellaneous tools.
Each of the air bottle compartment(s) shall be coated or lined and sized to accommodate three (3)
standard SCBA bottles.
Compartment(s) shall be equipped with a single weatherstripped vertically hinged over-lapping
"beveled-edge" door constructed of wheel well matching material, equipped with: full height polished
stainless steel piano hinge, chain door-stop, and polished stainless steel D-ring finger pull pawl-latch.
SCBA COMPARTMENT STRAPS
One-inch (1") wide loop of black webbing shall be installed in each SCBA compartment to prevent
the bottle from sliding out of the compartment in case of door failure. The loop shall be mounted,
centered in the compartment and shall hang within one-inch (1") of the compartment floor to allow
the bottle to pass by the strap when the bottle is placed in the compartment. The strap shall loop over
the valve.
POLY REMOVABLE BOX TRAYS
One (1), each fabricated boxed trays shall be furnished, 10" square x 4" deep. Boxed trays to be
constructed of polypropylene, with welded corners slotted hand-grab holes opposite ends.
POLY WATER TANK -- LIFETIME WARRANTED - 500 WATER/25 FOAM
The apparatus shall be equipped with a 500 gallon water capacity polypropylene thermoplastic water
tank, with isolated foam reservoir. Total of tanks capacities, for foam concentrate and water shall be
525 gallons.
The tank body and end bulkheads shall be constructed of 1/2" thick, polypropylene, nitrogen-welded
and tested inside and out. Tank construction shall conform to NFPA standards.
The transverse and longitudinal 3/8" thick swash partitions shall be interlocked and welded to each
other as well as to the walls of the tank. The partitions shall be designed and equipped with vent holes
to pernut air and liquid movement between compartments.
The 1/2" thick cover shall be recessed 3/8" from the top of the side walls. Hold down dowels shall
extend through and be welded to both the covers and the transverse partitions, providing rigidity
during fast fill operations. Drilled and tapped holes for lifting eyes shall be provided in the top area of
the booter tank.
The bottom of the tank shall be secured within the specified rubber lined "full perimeter cradle" as
described below, design to be in accordance with the tank manufacturer's requirements.
�
SPANNER & HYDRANT WRENCH SET
Two (2) Elkhart model 470 wrench holder(s), each with two (2) spanner wrenches and one (1)
hydrant wrench, to be fixrnished.
STORZ WRENCH (ES)
Two (2), 4 storz wrenches with holder(s) to be fumished.
WI�EL CHOCKS
Two (2), each Ziamatic model SAC-44, NFPA compliant folding wheel chocks shall be furnished,
complete with Ziamatic model SQCH-44H horizontal under body chock holders. Folding chock
holders shall be under body mounted, driver's side, ahead of and behind rear wheelwell housing.
HAND LANTERN(S) - WITH CI�ARGER(S)
Five (5) Streamlight mode145116 LiteBox rechargeable hand lantems to be furnished, complete with
120-volt "clip-in" charge rack. Lantern/charger to be mounted in chassis cab and wired.
REFLECTIVE STRIPE ON ROLL-OUT DROP-DOWN TRAY FLANGE
The outboard horizontal roll-out tray flange, full width of all Seven (7) tray(s), shall be lined with a
self-adhesive red/white reflective stripe.
REFLECTIVE STRIPE ON ROLL-OUT TRAY/TOOL BOARD FLANGE
The outboard horizontal roll-out tray and tool board flanges, full width of all Six (6) trays and tool
boards, shall be lined with a self-adhesive red/white reflective stripe.
bricated slide-in storage rack shall lie furnished, installed iri passenger side compartment abc
wheels. Storage'rack to be designed to accommodate a maximwn of sixteen (16}, 7" diame
A air bottles. Stozage xack to be sloped to tlie rear of compartment to prevent movement
iders during cornering. Rear compartxnent wall to be covered with 1/2" thick vinyl covered fo
:rial to prevent damage to tank bottoms during loading and urrder all road conditions. The sfor�
shall be position as hi as _possible inside the cabinet to allow for. storage beneath, it. This .can
PASSENGER SIDE 3-AIIt BOTTLE STORAGE
Two (2) triangular shaped fully enclosed SCBA air bottle compartment(s) shall be furnished, located
in upper outboard corner(s) of passenger's side wheelwell housing. Interior of compartment(s) to be
divided into four (4) individual sleeved storage areas, three (3) to accommodate air bottles and one (1)
for miscellaneous tools.
Each of the air bottle compartment(s) shall be coated or lined and sized to accommodate three (3)
standard SCBA bottles. .
•.
emergency warning when rack is in "down" position.
Lights to be located on the ladder rack, front and rear.
An air cylinder operated "Ladder Rack Up Safety Lock" shall be fiunished, which automatically
spring locks in the rack-up position and disengages with operation of hydraulic actuator.
Ladder rack shall accommodate the following specified extension ladder and roof ladder, pike pole.
EXTENSION LADDER
One (1), Duo-Safety 28 ft. model 1200-A 2-section aluminum ladder shall be furnished, with rope
hoist.
ROOF LADDER
One (1), Duo-Safety 14 ft. model 775-A alununum roof ladder shall be funlished with folding roof
hooks.
PIKE POLE MOUNTING, WITH THE LADDER MOUNTINGS
The specified pike pole shall be mounted, located on the specified ladder storage area(s).
EIGHT (8): REAR CORNER FABRICATED STAINLESS STEEL STEPS - NON-SLIl'-GRIP
Eight (8), individual fabricated 12-gauge #4 brushed stainless steel rear body steps shall be furnished,
mounted four (4) on each side, evenly spaced, no more than 18" apart, up rear body corners. Steps to
include integral riser toe-stop to protect paint finish. Fabricated steps to be of maximum width to
allow for mounting of specified tail, turn and back-up lights underneath step areas. Steps to be bolted
in position and removable. Top treadplate step surfaces to be pattem-cut, puncture fabricated non-
slip, upper four (4) steps 8"/center step 9"/bottom step 10" deep x 4" narrower than rear compartment
corner width (at least 10"), step fabrications to be single piece construction.
APPARATUS BODY FEATURES AND ENHANCEMENTS
PIKE POLE, 8 FT
One (1), Duo-Safety FP 8 ft. fiberglass handled pike pole(s) shall be furnished.
PIICE POLE,10 FT
One (1), Duo-Safety FP 10 ft. fiberglass handled pike pole shall be furnished.
PRESSURIZED WATER FIRE EXTINGUISHER
One (1) 2 1/2 gallon pressurized water fire extinguisher(s) shall be furnished, each complete with
clamp type base mount runningboard bracket(s).
SPANNER WRENCH SET '
Two (2) wrench holder(s), each with two (2) #10 style spanner wrenches to be furnished.
93
tubing, chrome plated double bolt type 3" stand-off end type and center rail brackets, and neoprene
rubber surface mounting gaskets fumished between rail bracket and painted body surface.
Tubular railings at step areas shall be provided with an aggressive machined "knurled" non-slip
exterior surface.
Tubular railings shall be provided: passenger's side and driver's side vertical rear beavertails or
outboard compartment corners. Handrails sha11 begin at 18" above tailboard, extending full height of
body comers/beavertails.
HORIZONTAL REAR HANDRAIL �
Matching material tubular railing shall be provided: horizontally full width of hosebody, on rear body
vertical panel below hosebed gratings.
HAND RAILS — OUTSOARD OF COMPARTMENT ROO�l
Matching material 1-1/4" tubular railings shall be provided, one (1) driver's side, one (1) passenger's
side, located full length of the apparatus hosebody. Railings to include chrome plated stand-off
brackets with underside rubber gaskets, bolted to top horizontal ��ongitudinal outboar �ody roo
UPPER LEVEL INBOARD/OUTBOARD REAR HAND RAII,S
Four (4), each matching tubular railings with chrome plated double bolted brackets shall be furnished,
two �{2�driyer's. side, two. (2� ap ssenge�s side� at rear inboard/outboard body corners/hosebed risers. ,
Railings shall be vertical, beginning at 60" above tailboard (on inboard comer) and extending up to
top corner of rear hosebed risers. �;
LADDER RACK - PASSENGER SIDE �'
A hydraulically operated overhead ladder storage rack shall be furnished, recessed above passenger's
side wheelwell.
Ladder rack shall be of the "center-post" design eliminating the need for front and rear compartment
corner mounted stabilizer bars.
The hydraulic actuator and truss frame shall be recessed into the center of the passenger's side
compartments (above wheelwell housing) with a fabricated aluminum painted body panel covering
the truss frame and overlapping passenger's side compartments.
The ladder rack shall include dual ladder rail brackets with spring loaded chrome plated D-handle
swing-away ladder rung clamps. Rail brackets shall be positioned to prevent forward or rearward
movement of the nested extension and roof ladders.
Hydraulic ladder rack design sha11 allow opening and closing of passenger's side full height vertically
hinged compartment doors with ladder rack in the up and down positians. Warning for ladder
unnested will be integrated into the "Do Not Move Apparatus" light.
Two (2) amber dual bulb warning lights to be furnished, mounted to ladder rack so as to provide
92
Each compartment shelf shall have three (3) angular clamp brackets bolted to under side shelf floor,
six (6) aluminum heavy flat bar track clamps with threaded stainless steel carriage bolts and self-
locking nuts, and mounting holes for the specified under shelf 12-volt interior compartment light
fixture. Compartment shelves, shelf angular clamp brackets, and Quad-Rail track assemblies shall be
unpainted natural machine "swirl" finish.
Each shelf shall be furnished with adjustable tracks on both sides and rear (inboard) of shelf for total
of three (3) attachxnent points. .
Shelves to be located in customer approved locations.
MOUNTING TRACKS, FOR ADJUSTABLE HORIZONTAL SHELVING
Above specified shelving equipped compartments will include the necessary vertical mounting tracks,
located on the forward and rearward interior walls of the purchaser's designated compartments.
BLACK SECTIONAL VINLY FLOOR TILES
Black vinyl Turtle Tile or equal sectional floor tiles shall be provided, floor level of driver's side,
passenger's side, and rear compartments.
SLOPING TURTLE TILE RAMPS
The specified Turtle Tile sectional floor tiles shall include leading edge sloped ramps at outboard
"sweep-out" riser all compartment door openings.
COMPARTMENT PAN SHELVING: TURTLE T�ES
Turtle Tile brand black section vinyl tiles shall be furnished, installed on top surface of all interior
compartment horizontally adjustable pan style shelves. Tiles shall be cut to size and shape. of all
shelves, friction fit to perimeter flanges.
COMPARTMENT SHELVING TURTLE T1LES
Turtle Tile brand black section vinyl tiles shall be furnished, installed on top surface of all interior
compartment horizontal shelves. Tiles shall be cut to size and shape of all shelves. Where shelf
perimeter flanges are "down", stainless steel channel type shelf tile retainers to be provided, full
length of each horizontal shelf, bolted to and removable from outboard shelf flange.
RUBRAIL '
Bottom edge of side compartments, ahead of and behind rear wheel cut-out, to be lined with brite
aluminum extruded rubrail material.
Rubrails shall be bolted in position, easily replaceable.
TUBULAR HANDRAILS
Apparatus body tubular railings shall be furnished, consisting of: 1-1/4" o.d. extruded aluminum
91
Exterior rear face of body, including: passenger's side rear door jamb, driver's side rear door jamb,
rear top header, and inboard vertical rear corners shall be fabricated of or plated with brushed
stainless steel, bolted in position and removable.
Where rear under frame fuel tank is furnished, a removable lower front wall access panel will be
provided.
ALUMINUM PLATE PULL-OUT TRAY(S)
Eight (8), each fabricated .190" smooth natural unpainted machine "swirl" fuush aluminum pull-out
pan style tray(s) shall be furnished, located on floor of customer approved compartment(s). Pull-out
pan tray(s) shall be at least compartment width x compartment depth, with 2-1/2" deep perimeter
flanges, equipped with underside mounted 600 lb. capacity S1ideMaster model SM2 or equal single
direction, multi-section, roller slide assemblies. Tray slides are to be powder coated black in color.
ALUMINUM ROLL-OUT/TIP-DOWN TRAY(S) �
Three (3), each fabricated smooth natural machine "swirl" finish .125" aluininum roll-out-tip-down
pan style tray(s) shall be funiished, located on adjustable trays of customer approved compartment(s).
Roll-out-tip-down pan tray(s) shall be compartment width x compartment depth, with 2-1/2" deep
perimeter flanges, equipped with underside mounted 250 lb. capacity S1ideMaster SMT or equivalent
single direction, "roll-out-tip-down", roller slide assemblies. Tray slides are to be powder coated
black in color. .
PULL-OUT TOOL BOARDS
Three (3) each, vertical pull-out .250" aluminum tool board panels to be furnished. Panels to be at
least 60" high x 24" deep (front-to-rear), equipped with top and bottom (2-each) mounted Grant
cadmium plated roller slides, spring-loaded retract lock, and integral machined cut-out for grab
handle. Roll-out panels to be located in the customer designated compartment.
The tool boards shall be "side-to-side" adjustable, top and bottom roller slides provided with
horizontal floor and ceiling tracks. �
COMPARTMENT BACK WALL, ALUMINUM PANELS
Each custom fabricated .125" swirl finish aluxninum panels shall be furnished, with perimeter flanges
mounted to back walls of customer designated compartments. Panels shall be spaced at least 1/2"
from compartment back wall, allowing appropriate clearance for accessory bracket fasteners.
ADJUSTABLE DEEP S�L�ES, PAN STYLE, ALUMINUM PLATE
Five (5) each, aluminum compartment shelves shall be fumished, constructed of .190" thick 5052
aluminum plate. Shelf perimeter flanges (4 each) shall be broke up 2", fomung a"pan". Each shelf
shall have a load capacity of no less than 300 lbs. and shall be infinitely adjustable along vertical
Quad-Rail tracks.
Each individual roll-up extruded aluminum door shall be of maximum size for the available door
opening.
The following specified door opening sizes may be reduced by no more than 3" total width (1-1/2"
per side) and 4" total height. Decrease in compartment opening sizes is caused by profile of side track
extrusions with weatherstripping and bottom door slat which remains in the door opening.
PAINTED ROLL-UP DOOR TRACKS AND BOTTOM DOOR SLATS
The above specified roll-up door extruded aluminuxn side tracks, and the bottom door slat of all
doors, shall be painted job color, to match door bundle slats.
ENCAPSULATED ROLL-UP DOOR PROTECTION
The above specified roll-up door "bundles" shall be encapsulated within custom fabricated swirl
finish aluminum shrouds, protecting "bundled" door slats from interior compartment damage.
Fabricated shrouds to be of minimum size necessary, to accommodate the largest diameter door
bundle, and shall span the full width of interior compartment. Shrouds shall include tubes to run any
collected water to the underside of the body and be bolted in position, easily removable from inside
the compartment.
The specified door bundle encapsulators aze to be removable, from within the compartment interior,
so as to allow for door slat and rewind mechanism maintenance/cleaning, without having to remove
exterior add-on access panels.
NOTE: Hidden door bundle cavities, which are only accessible by removal of sealedlcaulked
exterior apparatus body panels, are not acceptable.
ROLL-UP DOOR PULL-DOWN STRAPS (TETHERS)
The specified roll-up style doors shall be equipped with bottom door slat mounted vinyl braided
"tethers" which, when the door is fully open, are no more than 80" from the ground (mid-
compartment level). The tether shall be located at trailing edge of door, fimzly attached to door slat
and midway on compartment bulkhead, so as to stay inside the compartment, when pulling door
closed.
COMPARTMENTATION, REAR
A rear body compartment shall be furnished, located runningboard level ahead of tailboard, to rear of
water tank, between back wall of driver's and passenger's rear side compartments. Compartment to be
appro�mately 4&" interior width x� interior height �" depth full height of compartment.
Compartment shall be fully enclosed and�weather sealed, equipped w h one (1)�roll-up compartment
door, size of approximately ,3�,�j1'' wide x �3�1" high, (clear opening of �9" wide x 2,�7" high). Door shall
be (same ,manufacturer as side doors) roll-up shutter style, complete with: satin finish anodized
double wall extruded aluxninuxn shutter slats, bar style bottom rail latch, anodized extruded aluminum
vertical side tracks with removable neoprene rubber weatherstripping, and a spring loaded "front roll"
door lift/roll-up mechanism.
:'
interior width x 75" interior height x 25" upper level interior depth/25" lower level interior depth.
Compartment to be fully enclosed and weather sealed, equipped with one (1) roll-up compartment
door size of approximately 34" wide x 71" high, (clear opening size of 31" wide x 67" high).
The driver's side over-the-wheels upper level compartment segment shall be approximately 62"
interior width x 47" interior height x 25" interior depth. Compartment to be fully enclosed and
weather sealed, equipped with one (1) roll-up compartment door, size of approximately 56" wide x
43" high, (clear opening size of 53" wide x 39" high).
The driver's rear side compartment segment shall be approximately 48" interior width x 75" interior
height x 25" upper level interior depth/25" lower level interior depth. Compartment to be fully
enclosed and weather sealed, equipped with one (1) roll-up compartment door, size of approximately
48" wide x 71" high, (clear opening size of 45" wide x 67" high).
COMPARTMENTATION. PESSENGER SIDE:
The passenger's front side compartment segment (ahead of rear wheels) shall be approximately 34"
interior width x 75" interior height x 25" upper level interior depth/25" lower level interior depth.
Compartment to be fully enclosed and weather sealed, equipped with one (1) roll-up compartment
door size of approximately 34" wide x 71" high, (clear opening size of 31" wide x 67" high).
The passenger's side over-the-wheels upper level compartment segment shall be approximately 37"
interior width x 47" interior height x 25" interior depth. Compartment to be fully enclosed and
weather sealed, equipped with one (1) roll-up compartment door, size of approximately 37" wide x
43" high, (clear opening size of 34" wide x 39" high).
The passenger's rear side compartment segment shall be approximately 48" interior width x 75"
interior height x 25" upper level interior depth/25" lower level interior depth. Compartment to be
fully enclosed and weather sealed, equipped with one (1) roll-up compartment door, size of
approximately 48" wide x 71" high, (clear opening size of 45" wide x 67" high).
COMPARTMENT DOORS AND DOOR ACCESSORIES:
The following specified roll-up style compartment door tracks/extrusions to be "flush" with exterior
body panels/door jambs. NOTE: Specified roll-up compartment doors shall be manufactured in the
United States of America.
Specified compartment door jambs shall be fabricated with inboard flanges which are machined for
screw type fasteners for mounting of the specified roll-up compartment door aluminum side track
extrusions.
All side compartment doors shall be roll-up shutter style, provided with: spring loaded "front roll"
door lift/roll-up mechanism, a full width anodized tubular bar style bottom slatlatch, and extruded
aluminum shutter slats which aze Urethane painted to match the major apparatus color.
Extruded aluminum vertical side tracks and overhead molding shall be provided, with removable
neoprene rubber weatherstripping. The door tracks and moldings shall be bolted to vertical side and
horizontal overhead door jambs so as to be easily removable for repairs or modifications.NOTE: Roll-
up door tracks and/or moldings which are riveted or welded in position are not acceptable.
pattern shall be integral with (machined and fabricated into) the specified 4-way treadplate material.
FILTERED COMPARTMENT VENTING
Back walls of all apparatus body side compartments, lower level ahead of and behind the wheelwell
housings, shall be equipped with vented openings to the body under side. Vent openings are to be
covered with 3M water resistant mesh filter media and an interior compartment metal grille. Grille
shall be attached to the interior compartment walls with reusable screw fasteners, allowing for
removal and cleaning of the filter media. Vent openings, mesh filter media, and removable grille
shall allow for dust and moisture free ventilation of the compartment interior, without reduction of the
interior compartment depth. The back side of vent shall be provided with a deflector to divert any
water away from the vent.
BODY WARRANTY
A copy of the fire apparatus manufacturer's warranty shall be included with the bid. The warranty
shall state that the body shall be free of structural failures caused by defective design or workmanship
for a warranty period of twenty (20) years from the date the new vehicle is first delivered or
100,000 miles, whichever occurs first and that defective parts, under the warranty, shall be repaired or
replaced without charge to the original purchaser.
LIFETIME SUB-FRAME WARRANTY - STAINLESS STEEL
The specified tubular stainless steel apparatus body subframe shall be warranted for the vehicle's
lifetime, against cracks, corrosion and rubber isolator deterioration, "
COMPARTMENTED BODY CONFIGURATION:
A precision engineered, machined, and fabricated fire apparatus compartmented body shall be
furnished, designed to be located ixnxnediately to rear of specified fire pump module, totally separate
of pump module, supported by and mounted to the specified under body sub-frame. The body design
shall include compartmentation ahead of, above, and back of rear wheelwell housing, driver's side
and ahead of and behind rear wheelwell housing passenger's side of vehicle. So as to provide
maximum compartmentation, the apparatus body overall width shall be 100" (not to exceed 101" at
runningboards/rub strips).
Passenger's side compartments shall be provided: one (1) each full-height ahead of, one (1) each
upper level above and one (1) each full-height behind rear wheelwell housing.
A rear tailboard level compartment shall be provided, located between back walls of driver's and
passenger's rear side compartments, to rear of water tank and below specified hosebed.
Driver's side compartments shall be provided: one (1) each full-height ahead of, one (1) each upper
level above and one (1) each full-height behind rear wheelwell housing.
The hosebed area shall be located between inboard body sides, above specified tank and rear
compartment.
COMPARTMENTATION, DRIVER SIDE:
The driver's front side compartment segment (ahead of rear wheels) shall be approximately 34"
:
Subframe design shall provide a structural "platform" onto which the compartmented apparatus body
rests, allowing for any individual fabricated component or subassembly of the apparatus body to be
disassembled and removed from the subframe.
Top mating surface (body to subframe) of underbody and tailboard supports shall be fully lined with
barrier tape so as to properly isolate any dissimilar metals.
FORWARD SUB-FRAME
An apparatus body forward subframe "yoke" shall be furnished, with upper level horizontal cross-
members supporting the specified water tank cradle, and lower level horizontal members providing
under-floor support to the driver and passenger forward (of wheel well) side compartments. To allow
for maximum interior depth of the apparatus body side compartments, the vertical members of the
subframe yoke shall remain within 3-inches of the chassis frame rails. Bolt-through rubber cushion
"vibration and torsion isolators" shall be provided, at least four (4) each, two (2) per chassis frame
side, securing the body subframe yoke to the side web of chassis frame rails. The bolt-through
isolators shall allow unlimited twisting-moment of the chassis frame rails, independent of and not
constrained by the apparatus under body subframe. The yoke's lower level horizontal under-floor
supports shall consist of multiple horizontal tubes with fabricated stainless steel channels, spanning
between tubes, allowing for a floor load rating of 1000 pounds per compartment.
REA.R SUB-FRAME & TOW EYES
A rear "cantilevered" under body and tailboard subframe platform shall be fixrnished, with tubular
members welded to vertical 3/4" steel glove plates, to be located back of the rear most chassis
suspension brackets. The glove plate frame drops are to be bolted to the side web of rear chassis
frame rails, and shall include integral bottom 3" diameter machined "closed" tow eyes. A heavy
tubular cross member shall span between the tow plates, bolted and removable, so as to allow vertical
installation and removal of the subframe with body intact.
SUB-FRAME MOUNTING PROCEDURE
All apparatus body yoke and platform subframe components shall be attached to the chassis frame
using hardened steel locking thread nut & bolt fasteners, with bolt holes precision machined through
chassis frame side webs. Body subframe horizontal supports shall be positioned paralleUlevel with
chassis frame rails, lowered so as to provide approximately 22" (with vehicle fully loaded) from the
ground to top of apparatus body rubrails, n,nn;ngboards, and rear tailboard.
Bidders shall depict their proposed apparatus body subframe, in the required bid drawings, and
describe with detail same subframe in their bid proposal specifications.
NOTE: Apparatus body subframes which are fastened to the chassis frame rails with U-bolts,
sandwich clamps, or other temporary fastening methods, AND/OR body subframes that are
permanently welded to the body fabrications or extrusions, AND/OR body subframes that do
not provide under-compartment-floor support are not acceptable.
AGGRESSIVE WALKING AND NON-SLIP STEP SURFACES
All exterior surfaces designated as stepping, standing, and walking areas shall comply with the
required average slip resistance of NFPA section 13-7.3.
All designated step areas, such as: runningboards below specified crosslays, runningboards adjacent
to transverse walkways, full width top trailing surface of tailboard, and top surface of any optionally
specified step fabrication shall be furnished with a non-slip puncture grip pattern. The puncture grip
:•
The passenger's side and the driver's side front and rear interior compartment corners shall include
vertical full heighbfull depth bulkheads (wiring harness covers) which bolted in position and are
easily removable. Interior compartment corner bulkheads shall be constructed of machine swirled
natural finish sheet aluminum, and shall be designed to provide a rigid mounting surface for specified
adjustable shelf tracks. Front corner bulkheads shall be "cut-out" where necessary to expose an
optionally specified line voltage circuit breaker panel, and equipped with a large removable insert for
unobstructed access to the specified 12-volt power distribution center.
CONSTRUCTION FEATURES:
Polished extruded aluminum 25" radius wheelwell moliiings shall be fiarnished, bolted in position
surrounding driver's side and passenger's side rear body "radius" wheelwell cut-outs. Wheel well
molding fasteners shall be concealed beneath the extrusion. NOTE: Due to the 100-inch overall
width of the apparatus body, circular welded or bolt-on rear wheelwell fenderettes that are more than
1-inch deep and which would then extend beyond the Federal D.O.T. overall vehicle width limitation
of 102", are not acceptable.
A removable sheet stainless steel circular underside wheelwell liner shall be furnished, driver and
passenger side wheelwell housings. Liners shall be bolted in position and easily removable to allow
for underside access to the optional wheel well panel mounted accessories, such as: warning light
fixtures, fuel fill piping, air bottle containers, etc: Removal of liners shall also provide convenient
access to the rear axle suspension components. Where the outboard edge of circular liners meet the
vertical outboard wheel well panel, a replaceable hollow-core rubber gasket shall be provided.
The upper level compartment floors, located above rear wheels, shall be "sweep/wash-out" design,
fabricated of body material matching smooth sheet material. Upper level compartment door bottom
threshold shall be integral with the rear wheelwell outer panel, positioned at least 1" below the
interior compartment floor surface, and lined with mirror finish stainless steel for doorway protection.
Where optionally specified, infinitely adjustable full length compartment shelves shall be mounted to
and removable from front and rear quad-rail (4-clamping surfaces) vertical track assemblies. Each
adjustable rail track assembly shall be bolted in place, removable. NOTE: Weld-on shelving tracks
do not meet the intent of this requirement. Each shelf to include four (4) aluminum heavy flat bar
track clamps with threaded stainless steel carriage bolts and self-locking nuts, easily accessible for
shelf height adjustment. Compartment shelves and quad-rail track assemblies to be unpainted "swirl-
finish".
Driver's and passenger's side compartment roof tops shall be lined/plated with 4-way aluminum
treadplate, flanged down on front, rear, and full length outboard side. Aluminum treadplate liners
shall extend the full length and the full width of compartment roof tops. Outboard full length flange
shall "bend out" at bottom to form drip rail above compartment door tops. Flange mating comers of
roof top liners shall have "TIG" welded closures. Treadplate aluminum liners shall be underside
coated with a spray on rubberized "barrier" coating, prior to final bolt-on installation.
UNDER BODY STAINLESS STEEL SUBFRAME:
An apparatus body subframe shall be furnished, completely independent of the assembled apparatus
body module, bolted to and easily removable from the body module. The apparatus body subframe,
including the specified forward yoke assembly with torsion suspension, and rigid rear cantilevered
platform, shall be constructed of rectangular heavy wall type 304 stainless steel welded tubing.
:
Any specified interior compartment adjustable shelving, trays, and shelving tracks shall be fabricated
of type 5052-H32 smooth aluminum, of specified thickness, and shall have a machined "swirl" finish.
The specified 4-way treadplate apparatus body components shall be type 3003 "Brite" aluminum C-
102 or equal pattern treadplate, NFPA approved no-slip diamond on step and w�lk surfaces.
FASTENERS: .
All apparatus body screw type fasteners shall be stainless steel "low profile" button socket head cap
screws with stainless steel hex "Ny-Lok" threaded nuts designed to prevent loosening. Size of
fasteners and spacing shall provide for maximum structural integrity and no leakage in flanged areas
between fasteners. Any necessary exterior exposed nut fasteners shall be polished stainless steel or
chrome plated "acorn" covering fastener threads. NOTE: Hex head, truss head, phillips pan head,
or other large profile fasteners shall not be used for assembly of fabricated sheet metal
components.
CONSTRUCTION METHODS:
All individual apparatus body fabricated components shall be: computer designed for repeatable
tolerances, and precision machined for superior cut edge quality. Exterior compartment and hosebody
fabrications shall be free of all projections which might injure personnel or fire hose. NOTE: Where
"nibbled" or other non-continuous non-smooth cutting methods are used to machine the body
material, all edges must be reworked/filed for injury prevention and improved appearance.
Specified upper level side compartments shall have fabricated vertical door jambs located above
wheelwell enclosure, separating forward/upper level wheelwelUrear compartment areas. Door jambs
to be bolted to sweep-out portion of upper level compartment floor and to underside of top
compartment roof, easily removable so as to allow future modifications to door opening size.
For maximum cubic footage of compartments, the lower portion of the interior forward side
compartments shall be recessed into within 4-inches of the chassis frame rail depth, both driver's side
and passenger's side of the apparatus body. Recessed areas to be full width of interior compartment,
at least 30" high, occupying entire underbody area beneath the outboard portion of the water tank.
Traditional full height rear compartment "forward-sloping" beavertail corners shall be furnished,
driver's side and passenger's side, bottom cantilevered over the removable single piece rear step.
Sloping surface to provide mounting area for specified rear lighting, optional body steps, and
outboard comer mounted tubular hand rails. Side surface to provide for mounting of specified lower
level rear side emergency lighting.
The front body corners shall have full height vertical front surfaces.
Driver's side, passenger's side, and rear compartments shall be equipped with "sweep/wash-out"
floors, which are raised at least 1" above the compartment door opening threashold and exterior rub
rail. All runningboard/tailboard level side compartment door thresholds shall extend outboard, below
the compartment doors, with a minimum 3" flange-down (flush with body sides) and 1" return-in,
providing structure for mounting of the specified rub rail material.
REMOVABLE INTERIOR COMPARTMENT BULKIIEADS
designed to prevent snagging of hose and couplings.
These covers shall open from the center out, so both can be open at the same time.
Two (2) individual Black vinyl coated nylon hose bed cover end flaps (tarps) shall be furnished with
weighted bottom seams, permanently attached to bottom rear flange of hose bed covers.
TAII,BOARD, BRUSHED STAINLESS STEEL. WITH NON-SLIP PUNCTURE GRIP
A rear step/tailboard approximately 101'shall be fumished, approximately 14" deep (front-to-rear).
Rear tailboard shall be a single piece fabrication, spaced 1/2" away from the rear face of body, bolted
in position and easily replaceable in the event of damage. Perimeter fabricated flanges shall be
provided, side and rear same width as the body rubrails, with outboard rear corners "beveled" 45-
degrees. The corner flanges and the rear flange of tailboard shall be double-broke and have a total of
five (5) diamond shape cut-outs, exposing the under flange mounted rear corner marker lights and
rear center marker light cluster.
The entire top surface of the tailboard fabrication shall be provided with an NFPA approved non-slip
puncture-fabricated foot grip pattern. The puncture grip pattern shall be laser-cut and dimple-formed-
up, providing an aggressive non-slip top step/walk surface which spans full width and full depth
(multiple rows front-to-rear) of the rear tail board fabrication. Non-slip grip pattern shall be
completely self-draining, so as to not allow for accumulation of water and ice.
Steps, platforms, or secure ladders shall be provided so that firefighters have access to all working
and storage areas of the apparatus. The maximum stepping height from ground to first step shall not
exceed 24". Additional steps can not be more than 18" apart. All steps, platforms, or ladders shall
sustain a minimum static load of SOO lbs. without permanent deformation and shall have skid resistant
surfaces. Any step shall have a minimum area of 35 sq. in. Platform shall have a minimum depth of
8".
TOW EYES
Two (2) tow eyes shall be installed below the rear tailboard compartment, eyes to be 3" in diameter.
The tow eyes shall be properly reinforced so that the truck can be pulled from the eyes.
ADDITIONAL REAR TOW EYE
One (1) rear painted "tow" eye shall be located inside the rear compartment, bolted to the centerline
of a channel steel crossmember which is permanently mounted to the chassis frame rail ends. The
inner and outer edges of the tow eye shall be radiused, eye to be 3" in diameter.
COMPARTMENTED BODY CONSTRUCTION MATERIALS:
FABRICATIONS:
The apparatus body compartments shall be fabricated of minimum 12 gauge thickness, type 304
smooth sheet stainless steel, with #4-polished finish. NOTE: Apparatus bodies fabricated of 14-
gauge or combinations of 12-gauge and 14-gauge stainless steel are not acceptable, and will not be
considered.
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caulked with silver silicone.
Extruded alusninum slatted hosebed gratings shall be furnished, running longitudinal full length of
hosebed with underside crosswise reinforcements slats running full width of hosebed area.
Longitudinal aluminum hosebed gratings to be spaced at least 1/2" apart for proper hose ventilation.
Longitudinal gratings shall be "cut-out" around specified water tank stack(s). Fabricated grating
retainers/hosebed adjustable divider slide tracks to be furnished at rear of hosebed, designed to
prevent snagging of hose or couplings during unloading and loading operations.
The main hosebed shall be designed to accommodate 800 feet of 4" LDH and 600 feet of 2 1/2"
discharge hose.
One (1) full length full depth infnutely adjustable hosebed divider shall be furnished, fabricated of
.250" unpainted "swirl finish" smooth aluminum with integral front vertical flange and bottom
horizontal base flange. Top rear comer of divider panel to be 3" radius, sanded and deburred to
prevent hose damage. Upper and lower horizontal channel tracks shall be furnished, bolted to
specified forward cross divider. An additional channel track to be provided at rear bottom of hosebed.
Forward and bottom channel tracks to be provided with sliding clamps and threaded studs with acorn
nuts allowing infinite adjustment of hosebed divider location.
FOLDING LADDER & PIKE POLE HORIZONTAL SLEEVES IN DRIVER SIDE OF
HOSEBED
The specified 6' and 8' pike pole(s) shall be mounted in appropriate size round PVC tubes which
extend the full length of the apparatus body, from front body panel to rear body panel. Tubes shall
ternunate at the inboard of a fully enclosed compartment. The compartment shall be equipped with a
hinged and latched access door, and shall be of adequate size to accommodate the pike heads of all
specified pike poles.
In addition to the Pike Pole sleeves, a rectangular fully enclosed sleeve shall be furnished, fabricated
of smooth aluminum, adjacent to the PVC sleeves, running full length of the apparatus body. Folding
ladder sleeve shall terxninate at the inboard wall of the enclosed compartment, with ladder's swiveling
feet located inside.
The compartment shall be fully enclosed to the sides top and bottom, when mounted in hose bed shall
be coved by hose bed cover flap.
HOSEBED COVERS -- ALUMINUM 4-WAY
One (1), full length/full depth main hose bed divider shall be furriished, bolted in position and easily
removable. Divider shall be located near the center line of the main hose bed, fabricated with triple
formed top horizontal breaks providing rigid mounting surface for both specified hinged aluminum
hose bed covers. A full depth forward hose bed cross divider shall be fumished, immediately to rear
of water tank fill stack, with triple top flange, bolted in position and removable.
Two (2), individual polished 4-way aluminum tread plate hose bed covers to be fitrnished, extending
from front hose bed cross divider to rear of body. Hose bed covers to be constructed for maximum
strength, equipped with polished stainless steel full length piano hinges bolted on the sides of hose
bed area. Back end plates of hose bed covers to be equipped with horizontal 1-1/4" diameter polished
stainless steel railings with chrome plated bolted brackets. Stainless steel fabricated rear coupling
guides to be furnished horizontally at rear under cover areas and vertically rear divider flange,
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TANK INDICATOR REMOTE LIGHT DRIVER
A remote light driver shall be installed. The driver shall provide four (4) separate outputs to control
remote lights. The lights shall show 1/4, 1/2, 3/4, and full tank. When power is applied the driver
shall run a test and cycle each remote light on and off. When the tank is less than 1/4 full the 1/4 tank
light shall blink.
WATER LEVEL INDICATOR
One (1), water tank level indicator to be furnished with: weatherproof encapsulated high intensity
LED light indicator, tank level sending unit, and protected wiring loom. Water tank level indicator to
be mounted on pump control panel. Tank level sensing unit to be located front of specified water tank
to properly sense water capacity.
FOAM LEVEL - INDICATOR
One (1), foam tank level indicator to be furnished with: weatherproof encapsulated high intensity
LED light indicator, 30-ft sensor cable extension for foam tank level indicator, tank level sensing
probe, and protected wiring loom. Foam tank level indicator to be mounted on puxnp control panel.
Tank level sensing probe to be located in front of specified foam tank.
TRANSVERSE SLEEVE COMPARTMENT IN FRONT OF PUMP ENCLOSURE
A transverse ladder storage "sleeve" compartment to be provided, located in forward portion of pump
compartment. Sleeve compartment shall be approximately 10" wide x 30" high x full transverse (at
least 76"), equipped with vertical hinged access doors with air cylinder props and slam-latch
assembly, located one (1) each drivers and passengers side of pump compartment. A divider shall be
provided to separate the ladder and backboard.
Sleeve to accommodate One (1) Little Giant Ladder and One (1) Backboard.
I30SEBED
The apparatus hosebody shall be located between passenger's and driver's inboard body sides, to rear
of front body cross-panel, above rear compartment and water tank. Hosebody width to be at least
48", and length to be at least 157".
A forward hosebody cross divider shall be fumished, located immediately to rear of specified water
tank fill stack, full width of main hosebody, creating a forward dunnage area. Cross divider to be
perimeter flanged for strength, full depth of hosebed sides, bolted in position and removable.
Driver's side and passenger's side full length hosebody side panels shall have triple-formed top
horizontal flange, forward sloping rear triple-formed flange, and mitered top rear corner. The front
transverse hosebody panel shall also be furriished with triple-formed top flange, extending between
and flush with driver's side and passenger's side panels.
Brushed stainless steel scuff plates shall be furnished, located inboard rear hosebed sides. Scuff plates
to be full height of hosebed, attached with adhesive (to prevent unsightly fasteners), perimeter seal
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discharge pressure indicating device.
A 4" diameter compound style pressure gauge to be furnished, registering -30 x 600 psi, black
numerals on white background. Gauge needle shall have a"bright orange" tip for improved visibility.
Gauge to be piped to discharge volute of fire pump, equipped with a black permanently engraved
identification nameplate installed below the gauge, to read: "DISCHARGE."
A 4" diameter compound style pressure gauge to be furnished, registering -30 x 600 psi, black
numerals on white background. Gauge needle shall have a"bright orange" tip for improved visibility.
Gauge to be piped to suction volute of fire pump, equipped with a black permanently engraved
identification nameplate installed below the gauge, to read: "SUCTION."
TEST GAUGE PANEL
A test plug assembly to be fizrnished, installed on specified gauge panel adjacent to respective pump
suction and pump discharge gauge. Test plugs to be piped to puxnp suction cavity and discharge
cavity using high pressure clear nylon tubing with brass fittings.
INDIVIDUAL DISCHARGE GAUGES
Ten (10), 2-1/2" diameter compound style discharge pressure gauges to be furnished, registering -30 x
600 psi, black numerals on white background. Gauge needle shall have a"bright orange" tip for
improved visibility. Gauges to be located in a uniform manner no more than 6" from its respective
discharge valve control. Each gauge and respective discharge valve control to be equipped with color
coded permanently engraved identification nameplate to describe numerical sequence, location, type '
and size of outlet.
All above specified pressure gauges to be analog style, liquid filled, vibration dampened, and capable ��
of operations to -40 degrees F. Master gauges and individual discharge pressure gauges shall have a 7
year warranty.
The specified engine monitors, pump suction and discharge gauges, and individual gated discharge
pressure gauges shall be installed on the specified gauge panel. Pressure gauges to be piped to the
individual discharge valves and pump suction and dischazge volutes using high pressure clear nylon
tubing with brass fittings. ,
CAST METAL PRESSURE G�UGE SURROUND BEZELS .
The specified individual pump discharge, pump intake, and individual discharge pressure gauges shall
be encased/surrounded by chrome or polished stainless steel trim bezels. Color coded placards/name �
tags are to be recessed into the gauge trim bezels.
TANK LEVEL INDICATOR(S)
4-LIGHT CLUSTER WATER TANK LEVEL INDICATORS
Two (2) sets of four (4) individual colored light heads with chrome bezels shall be furriished, surface
mount Whelen 500 Series LED or equivalent, installed in a vertical cluster, located as high as
possible on left and right upper chassis cab sides, wired to a pressure transducer style water tank level
indicating system. Lights shall indicate: BLUE Full, AMBER 3/4-Level, AMBER 1/2-Level, and "
RED Empty. �
enclosed in a flexible poly tube. Light stick shall be located overhead the pump gauge/instnunent
panel, installed beneath a protective stainless steel light shield, illuminating the gauges, instruments,
and controls. Lights shall be illuminated with panel mounted switch, identified with backlit
nameplate.
SIDE PUMP PANEL LIGHTING
Multiple chrome plated I2-volt shielded pump panel light fixtures shall be furnished, located top
outboard corners of side pump panel(s). Lights to be activated by pump panel light controls.
PUMP OPERATOR'S INSTRUMENTS AND GAUGES
DIGITAL INSTRUMENTATION
A CLASS 1 ENFO III engine information/warning center shall be furnished for the pump panel. The
sending units will be installed in the engine and a wiring harness supplied for the apparatus
manufacturer. The ENFO III provides the pump operator with electrical system and engine operating
information in a single unit. This unit shall include an audible alarm. The ENFO III shall display the
following.
Engine RPM
System Voltage display and alarm
Engine oil pressure display and alarm .
Engine temperature display and alarm (oil or coolant) ,
HEATER, PUMP COMPARTMENT
TWO (2) HOT WATER TYPE PUMP COMPARTMENT HEATERS .
Two (2) each; 30,000 BTU hot water type automotive heaters shall be furnished and installed inside
the enclosed puxnp compartment. Heater installations to include: gated engine coolant feed and
retum lines, dual 12-volt electric fans, and fan controls located on pump control panel.
Duct work shall be furnished, from at least one of the heaters, directed to the back side of the pressure
gauges, and to the fire pump master drain valve.
COLOR CODED ENGRAVED NAMETAGS
Discharge nameplates shall be color coded to be in compliance with NFPA, and permanently
engraved to identify: numerical sequence, location, type, and size of outlet. Nameplates shall be
provided for: Discharge Outlet, Discharge Control, Discharge Pressure Gauge, and Discharge Bleeder
Control.
This will take place at pre build meeting.
MASTER GAUGES, VACUUM & PRESSURE
NO-SHOK LIQUID FILLED �AUGES
Master pump intake and pump discharge pressure indicating devices shall be located within 8" of
each other, edge to edge, with the intake (suction) pressure indicating device to the left of the pump
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The pump operator's control panel shall be located on driver's side "midship" of vehicle. All pump
discharge and suction controls are to be mounted on this side pump operator's control panel, so as to
pemut operation of the pump from one central location. All side mechanical pump actuator rods,
rotating and push-pull, will be heavily cadmium plated solid cold roll steel, equipped with adjustable
clevis joints or swivel ball joints and chrome plated brass or black phenolic control handles/knobs.
All manual push-pull discharge controls shall be chrome plated, straight-pull, with twist-to-lock (see
individual discharge outlet descriptions) hand grips.
The upper portion of the pump control panel shall accommodate the specified "opening" instrument
panel, and lower portion shall accommodate the specified inlet/outleddrain valve and pump controls.
See following described removable pump panel access panel(s).
CONTROL LAYOUT DRAWING
An actual "to scale" engineered drawing will be provided (if requested), of the proposed pump
operator's panel layout, to demonstrate the ergonomics of the control and instrument locations. All
individual discharge pressure gauges shall be located adjacent to respective controls, as per NFPA
requirements, and puxnp instruments and controls logically positioned.
IDENTIFICATION TAGS
All discharge controls and outlets, suction controls and inlets, drain valve controls, bleeder valve
controls, and all other pump related controls shall be properly identified with permanent engraved or
cast nameplates describing function and operation of each control. Nameplates for discharge
controls, discharge outlets, and respective pressure gauges will be color coded and indicate: nuxnerical
sequence, location of outlet, type of discharge, and size of hose to be used. The nameplates shall be
recessed into the discharge control hand grips and discharge and suction drain and bleeder control
handles.
PRESSURE GAUGE DISCHARGE CONTROL ALIGNMENT
The following specified exterior side pump panel mounted discharge controls shall be located
adjacent to or immediately below and inline with corresponding individual discharge pressure gauge.
The control panel shall be configured in an organized manner, "user-friendly", transverse across the
entire top-panel.
PUMP GAUGE PANEL
SIDE MOUNT INSTRUMENT PANEL - SWING OUT STYLE
The specified pump pressure gauges, discharge pressure gauges, and engine monitors/ instruments
shall be installed on a brushed stainless steel hinged gauge panel, located in top portion of driver's
side exterior pump control panel. The gauge panel is to be equipped with a vertical left side mounted
polished stainless steel piano hinge and rotary slam latch with chrome handle, located right side.
Gauge panel to be of the "swing-out" style, to allow access to back of gauges and interior fire pump
compartment. Top light housing to be furnished with enclosed 12-volt light fixtures.
PUMP GAUGE & INSTRUMENT PANEL 12-VOLT LED LIGHTING .
An ILI or equivalent LED "light stick" shall be provided, with multiple 12-volt LED elements
:
pump, should the foam tank go empty.
9. Foam Strainer, in suction line, removable
A 12-volt electric motor driven positive displacement foam concentrate pump, rated up to 2.6 GPM,
with operating pressures up to 250 psi (maximum psi of 400) shall be installed in a suitable location
near the apparatus pump hose. �
A pump motor electric driver (mounted to the base of the pump) shall receive signals from the
computer control display, and power the 1/2 horsepower electric motor directly coupled to the
concentrate pump in a variable speed duty cycle to ensure that the correct proportion of concentrate
preset by the pump operator is injected into the fire stream.
FOAM RESERVOIIt, 25-GALLON CAPACITY
One (1), 25-gallon capacity foam cell to be fiunished, located interior of specified non-metallic water
tank, totally separate from baffled water cavities and equipped with exterior top fill tower with
removable cover and interior screen. The foam cell shall not reduce the capacity of the water tank.
Bottom threaded spud, means for venting (breather in lid) of foam cell, and appropriate foam liquid
outlet for use with specified foam system.
FOAM RESERVOIR DRAIN
The foam reservoir drain shall have a manual drain, consisting of a.750" ball style 1/4-turn bronze
valve, valve control with recessed color coded identification label, and outlet tubing to below the
vehicle. Drain valve to be located inside the pump compartment accessible through an access door on
the passenger's side puxnp panel.
FOAM FILL TOWER COLOR AND LABEL
The specified foam fill tower lid (cover) shall be of a contrasting color to that of the water tank fill
stack lid. A permanently affixed engraved name plate shall be installed on the foam concentrate tank
fill lid, to read: FOAM TANK FILL - CLASS-A CONCENTRATE ONLY.
I3ANDRAILS AT SIDE PUMP PANELS
Two (2) matching material handrails shall be provided, one (1) each upper portion of driver side and
passenger side pump panels. �
PUMP MOUNTING
The following midship pump system is to be independently mounted on a"pump house" subframe
which itself is bolted to and easily removable from the chassis frame rails. The pump mounting
brackets are: solid mounted one side, castering opposite side, (as recommended by Waterous), so as
to prevent torque/twisting loads on pump castings. Pump house design provides a rigid module,
separate of body and chassis cab, its side runningboards always remaining in alignment with
apparatus body rubrails.
SIDE CONTROL PANEL
MIDSHIP PUMP DRIVER SIDE CONTROLS
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A 3/4" quarter-turn bronze drain valve, with chrome plated control handle and recessed name tag,
shall be furnished, located on a side pump panel immediately above the runningboard/rubrail level.
- Manifold drain line shall extend &om a bottom tap on the foam manifold, with positive "gravity-
drain" to the panel mount drain valve, assuring complete drainage of the manifold downstream of its
check valve and upstream of the foam capable discharge valves.
CLASS - A FOAM CAPABLE DISCHARGE OUTLETS
The following discharges to be Class A foam capable 3 crosslays and front bumper.
SINGLE AGENT FOAM SYSTEM PLACARDS
A foam system piping schematic placard, for "single agent" system, shall be furnished, located
adjacent to the Foam control console. A foam system rating placard shall also be furnished, for the
particular model Foam system, also located adjacent to the control console All foam capable
discharge controls shall be identified, with colored engraved nameplates to read: FOAM
SINGLE AGENT FOAM SYSTEM:
The apparatus shall be equipped with a"single agent", electronic, fully automatic, variable speed,
direct injection, discharge side foam proportioning system. The system shall be capable of handling
Class A foam concentrates. The foam proportioning operation shall be based on direct measurement
of water flows, and remain consistent within the specified flows and pressures. The system shall be
equipped with a digital electronic control display, suitable for installation on the pump panel.
Incorporated within the control display shall be a xnicro-processor that receives the input from the
flowmeter, while also monitoring foam concentrate pump output, comparing values to ensure that the
operator preset proportional amount of foam concentrate is injected into the discharge side of the fire
P�P•
A paddle wheel type flowmeter shall be installed in the discharge line to the specified "foam capable"
discharges.
The digital computer control display shall enable the pump operator to perform the following control
and operation functions for the foam proportioning system:
1. Provide push-button control for foam proportioning rates from 0.1 % to 9.9% in 0.1 % increments.
2. Show current gallon per minute water flow rate.
3. Show total gallons of water discharged, during and after foam operations are completed.
4. Show total gallons of foam concentrate consumed.
5. Simulate flow rates for manual operation.
6. Perform set-up and diagnostic functioris for the computer control microprocessor.
7. Flash a"low concentrate" warning when the foam concentrate tank(s) run low.
8. Flash a"no concentrate" warning and shut the foam concentrate off, preventing damage to the
76
shall be fully enclosed, at least 24" wide x 13" high x 14" interior depth, equipped with "sweep-out"
floors and black vinyl sectianal floor tiles. Compartment door shall be fabricated of module matching
material, "flush fit" to surrounding surface, with: leading edge mounted vertical polished stainless
steel piano hinge, door-stop stainless steel cable, and stainless steel fmger-pull circle-slam latch.
Interior compartment 12-volt lighting to be furnished, switched on with the pump panel lights.
DUAL REMOVABLE POLY CARTRIDGE HOSEBEDS
Three (3), horizontaUside-by-side modular and removable speed-lay hosebeds shall be provided,
fabricated of 1/2" thick Poly or approved equal. Hosebeds shall be accessible for loading via
removable "speedlay cartridges" which are designed to accommodate 200 ft. each of 1-3/4" (or 200'
of 2-1/2") double jacket fire hose. Each modular speed-lay hosebed cartridge shall be individually
removable and include: two (2) hand holes, perforated floor, and the specified overhead discharge
outlet swivel fitting. 4-way mirror finish stainless steel cartridge cavitiy surrounds shall be provided,
driver and passenger side, to protect side panels during hose deployment and installation of cartridge
hosebeds.
Modular poly hosebeds shall be engineered such that spare hosebeds can be made available for
"preloads" of fire hose.
The specified speedlay swivel style discharge outlet shall be located "overhead" the hosebed floor,
allowing hose coupling to the outlet after installing the loaded cartridge. Swivel outlet shall also
allow for deployment of the preconnected hose, to left and right sides of the vehicle.
SPEEDLAY HOSE RESTRAINT
A nylon or vinyl woven netting shall be provided, covering the open ends of specified speedlay
hosebed cavities, designed to retain the hose load during travel. Netting shall be removable, at end or
bottom.
SPEEDLAY 4-WAY HOSE ROLLER SURROUNDS
Speed-lay cavity openings shall include: perimeter surround 4-way polished tubular hose roller
assemblies with chrome bolt-on corner castings driver's and passenger's sides. Hose rollers are to be
in addition to the specified mirror finish stainless edge protection.
FOAM SYSTEM, DIItECT DISCHARGE
SINGLE AGENT FOAM SYSTEM
MASTER CLASS A FOAM MANIFOLD
A flanged bolt-on or victaulic grooved stainless steel puxnp discharge foam manifold shall be
furnished, for use with the specified Class A direct discharge injection foam system. Discharge
manifold shall include a stainless steel spring loaded swing-check valve, fitting tap for foam injection
line, fitting tap for flow sensor, bottom fitting tap for the remote manifold drain valve, and multiple
taps for use with discharge valves designated as foam lines. Discharge foam manifold shall be of
adequate size/capacity to handle flows not exceeding 1000 gallons per minute.
FOAM MANIFOLD DRAIN
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A vertically hinged passenger's side puxnp compartmen interior access/inspection door shall be
furnished, at least 18" high by 8-inches narrower than pninp compartment. Door outer panel to be
"flush" U-formed of brushed stainless steel, with: polished stainless steel piano hinged bolted to door
and door jamb, large polished stainless steel bent ring D�handle latch, rotary-slam latch hardware,
spring loaded door stop, polished stainless steel removable full inner door liner, and polished stainless
steel perimeter door jamb with removable hollow core rubber weatherstripping.
ORWARD SPEEDLAY 2" DTSCHARGF�
ne (1), forward horizontal speed lay 2" gated discharge to be provided with: 1-1/2" NST male outl
2" inlet 90 degree bronze or stainless steel discharge swiyel, hoseline bleeder valve, 2" i.d. stainle
eel pipe or wire rein�orced hose with 2" stainless end fittings, 2" Ala�on 8000 �series ball style 1/
m fu11 flow bronze bodied self-locking discharge valve (located inside pump compartment), a�
zsh pull chrome "twist to-lock" discharge control handle with recessed color coded nam la
cated on the nurn� onerator's control nanel.
2" inlet 90 degree bronze or stainless steel discharge swi�el, hoseline bleeder valve, 2" i.d. stai�
eel pipe or wire reinforced hose with 2" stainless end fittings, 2° Akron 8000 series ball style
rn fu11 flow brorize bodied self-locking discharge valve (located inside pump compartment),
�sh pull chrome "twist-to-lock" discharge control hanc�le with_ recessed color coded name�
BACI� SPEEDLAY 2-1/2" DISCFIARG�
let x 2-1/2" inlet 9p degree bronze or stainless steel discharge swivel, hoseline bleeder valve,
" i.d. stainless steel pipe or wire reinforced hose with 2-1/2" stainless end fittings, 2-1/2" Akr
10 series ball style 1/4-tur� full flow bronze bodied self-locking discharge valve (located insi
,
np compartment), and push-pull chrome "twist-to-lock" discharge control handle with recess
SPEEDLAY HOSEBEDS
SPEEDLAY MODULE ;
A transverse speedlay hosebed shall be provided, attached�directly to the lower front of the specified
pump enclosure. The speedlay module shall be of a matching width to cab extension (approximately
82" side-to-side). The speedlay module shall be largest enough to accomxnodate two (2) 200' 1/34
preconnects and one (1) 200' 2%2 prconnects, with a�Ihorizontal transverse cavity designed to
accommodate the following specified removable cartridge style preconnect hosebeds. Access for
deploying speed-lays shall be available through driver's and passenger's side cavity openings, at waist
level, openings to be wrapped with angular polished stainless surround bezels. Space shall be
provided for nozzles. h ! I
STORAGE COMPARTMENTS
,i
Two (2), lower level exterior compartments shall be furnished, recessed one (1) each into driver and
one (1) each into passenger speedlay module's lower sides, beneath speedlay cavity. Compartments
74
cab.
The entire pump compartment module shall be separate from the chassis cab, and apparatus body,
rigidly mounted to the chassis frame rails, and designed to allow independent twisting "no-contact"
movements of the cab, pump module and apparatus body. The pump module shall remain rigid to the
chassis frame rails, and fire pump itself shall have a flex-mount system as approved by the fire pump
manufacturer. The rigid module mount system shall prevent unnecessary movement of the pump
compartment, and the resulting mis-alignment of runningboards and body rubrails.
STAINLESS STEEL CONSTRUCTION
Pump compartment shall be, fully enclosed, constructed of type 304 brushed stainless steel. Due to
the entire pump house module being constructed of scuff-resistant non-painted brushed stainless steel,
neither polished stainless steel nor aluminum treadplate overlays are required for scuff protection.
BLEEDER VALVE AND DRAIN VALVE CONTROL PANELS
The specified passenger side outlet and inlet bleeder valve controls shall be located immediately
above the runningboard, installed on a brushed stainless steel liorizontal full width bolt-on riser panel.
The specified driver side outlet and inlet bleeder valve controls, and master pump drain control shall
be located immediately above the ruimingboard, installed on a brushed stainless steel horizontal full
width bolt-on riser panel.
REMOVABLE ACCESS PANEL
Passenger side of pump module shall incorporate brushed stainless steel removable mid-section panel,
removal of which allows for pump inspection, service, anc� maintenance.
The removable side panel shall located above passenger side bleeder control panel. The panel shall be
held in place by a minimum of four (4) chrome plated quick release trigger latches, and removable
side panel shall also be provided with two (2) chrome plated grab handles to aid in removal and re-
installation of the panel.
Passenger side removable panel opening shall be full width of the pump compartment/module by at
least 30" tall .
OVERHEAD PUMP ENCLOSURE
The upper portion of the pump module shall be of adequate size to accommodate any optionally
specified recessed dunnage area, or accessory equipment installations. This area shall be above the
pump controls and plumbing, inboard of the instnunent panel, ahead of the apparatus body and water
tank.
RUNNINGSOARDS
Driver's and passenger's side puxnp panel ruiu�ingboards to be furnished, extending from rear of
specified lower chassis cab steps to front side body compartment corners.
Runningboards shall be at least 10" deep, bolted to and easily removable from the lower pump
compartment module. Runningboards shall be fabricated of tail6oard matching material, provided
with non-slip grip-pattern top step surface. r
Runningboards shall be "in-line" with the specified lower cab steps and body side rubrails.
PUMP INSPECTION DOOR, FLUSH-DOUBLE PANEL WEATHERSTRIPPED
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DELUGE DISCHARGE
TOP REAR OF BODY DELUGE DISCHARGE - HAND CRANK VALVE
�(1), top oi�� body (at rear body corner) gated deluge discharge to be provided witli: 3" riser outle
ad/flange, 3" i.d. stainless steel stationary riser pipe, 3" stainless steel pipe or wire reinforced 3
high pressure hose with stainless fittings, 3/4" bronze "auto-drain" valve located immediatel;
�nstream of gate valve, 3" Akron hand crank worm gear actuated ba11 style quarter-turn full flo�
�ze bodied self-locking discharge valve (located inside pump enclosure), operator's . pane
polished 4-way alumuium
n Direct Mount flan�e and
OPTIOAL DEL UGE MONITOR — Akron Anollo
The followin� itenz shall be bid as option to deduct for the total price of the trucl� Bidders need to
indicate i�z in their nronosal tlze total price deduction if this specified option is not selected bv the
Fre departnzen� .
One (I), Akron 3414 �zonitor with a sin,�le 4" storz inlet, lift off j�zonitor with nortable �round base
and base nzountinQ bracke� One (1) Akron 3488 Stream shaper. One (I) Akron 2499 stacked tin
se�
BUMPER DISCHARGE
i RONT BUMPER 2'! PRECONNECT DISCHARG
(1), iront bumper "l" gated discharge to be provided-with: 1-1/2" NST male outlet x 2" inl
;e bronze or stainless steel discharge swivel, hoseline bleeder valve, 2" i.d. wire reinforced
2" stainless end fittings, 2" Akron 8000 series ball style 1/4 turn full flow bronze bodied
ng discharge valve (located inside pump compartment), and push pull chrome "twist-to-:
ar�e control handle with recessed color coded namenlate located on the numn oneratnr'.� ec
BUMPER DISCAARGE OUTLET
The specified front bumper extension and preconnect discharge outlet and drain shall be plumbed into
the bottom of the hose well.
PUMP COMPARTMENT
PUMP ENCLOSURE, MID-SHIP S/S MODULAR - DRIVER SIDE CONTROLS
A pump compartment/module shall be furnished, located "mid-ship" of the vehicle, designed for
driver side pump controls and instrumentation. The pump compartment shall be "fully enclosed",
using fabricated sheet metal panels on top, sides, front, and rear. The modular style pump enclosure
shall be located no more than 1-inch ahead of the apparatus body, and 2-inches rear of the chassis
72
�4" GATED OUTLET 4" NST x 4" STO.RZ x 2=1/2" NST OUTLET WITH ELBOWi
e.a 4�� aiscnar�e outiet wiin a
e passenger side of the apparatus, ternunating with 2-1/2" chrome rocker lug cap, 2-1/2" NST
4" Storz adapter, 4" Storz 30 degree elbow x 4" NST �emale outlet adapter, 4" NST male thrf
rtlet. This discharge outlet sliall be actuated with a crank control and hand wheel with po
dicator at the numn onerator's control nanel�
REAR DISCHARGE(S)
� A.R PASSENGER SIDE 2-1/2" DISCHARGE
i�, rear tpassenger�s siae� L-ir��� gatea aiscnarge io ne proviaea witn: L-ii��� lva i cnrome piate�
rocker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female �0 �degre
ie plated brass elbow extension, 2-1/2" NST male chrome plated brass outlet ada�ter, 3/4
�r valve with exterior remote control, 2-1/2" i.d. stainless steel pipe or wire reinforced hos
ibly with 2-1/2" stainless end fittings, 2-1I2" Akron 8000 series ball style 1/4-turn full flo�
e bodied self-locking discharge valve (located inside pump enclosure), and push pull chrom
-to-lock" dischar�e control handle_with_recessed.color,coded_nameplate�_located_on_the_pum�
� AR DRIVER SIDE 2-1/2" DISCHARGI+�
1), rear (driver's side) 2-1/2" gated discharge to be provided with: Z-1l2" NST chrome plate�
rocker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female 30 degre
ie plated brass elbow extension, 2-1/2" NST male chrome plated brass outlet adapter, 3/4
�r valve with exterior remote control, 2-1/2" i.d. stainless steel pipe or wire reinforced hos
ibly with 2-1/2" stainless end fittings, 2-1/2" Akron 800Q series ball style 1/4-turn full flo�
e bodied self-locking discharge valve (located inside pump enclosure), and push pull chrom
-to-lock" dischaz�e control handle with recessed color coded nameplate located on the num�
DRIVER'S SIDE DISCHARGE(S)
i RIVER STDE 2-1/2" DISC�IARG�
(1), dnver's szde 2-1/'l" gated discharge to be provided wrth: "l-1/�" N51 chrome plated br�
�r Lug cap with chain, Z-1/2" NST male x 2-1/2" NST rocker lug swivel female 30 degree chrox
d brass elbow extension, 2-1/2" NST male chrome plated brass outlet adapter, 3/4" bleeder val
exterior remote control, 2-1/2" i.d. stainless steel pipe or wire reinforced hose assembly with
stainless end fittings, 2-1/2" .Ala�on 8000 series ball style 1/4-tum full flow bronze bodied se
ng discharge valve (located inside pump enclosure), and push pull chrome "twist-to-loc
HOSE CAPS AND REDUCING ADAPTERS
One (1), each 2-1/2" NST female x 1-1/2" NST male chrome plated brass rocker lug reducing
adapters, with 1-1/2" NST hose caps with chains shall be furnished, in exchange for the same quantity
of previously specified 2-1/2" hose caps with chains.
71
Specified tank-to-pump suction valve to be remote controlled with fast operating air cylinder actuator
and pump control panel mounted guarded air toggle valve control console with "OPEN" indicator
light. NOTE: Customer shall advise if manual push-pull operating controls are preferred.
TANK TO-PUMP CHECK VALVE
Waterous bronze tank-to-pump suction check valve to be furnished, large flow capable (on CS and
CM pumps only). Design of check valve shall prevent "back-flow" of water from the pump-to-tank,
if the tank suction valve is inadvertently left open.
TANK REFILL ,
One (1), gated 1-1/2" tank fill discharge line, from pressure side of fire pump to water tank to be
provided with: tank fill spud located at top front of water tank, high pressure wire reinforced 1-1/2"
hose with reusable threaded end couplings, 1-1/2" NRS bronze screw-type valve and pump
operator's panel mounted screw type control knob. Tank fill valve to be of the screw-type so that it
can be throttled and used as a bypass or pump cooling line. Control nameplate to read: "TE1NK FIL,L
- PUMP COOLING".
PUMP DISCHARGE OUTLETS
Each of the following specified 3" or larger discharge valves shall have an operating mechanism
which shall not permit changing the position of the flow regulating element of the valve from full
close to full open, or vice versa, in less than 3 seconds.
DISCHARGE OUTLET BLEEDERS
Each of the following specified gated discharges shall be equipped with a"discharge outlet bleeder".
The specified discharge outlet bleeders shall consist of: 3/4" high pressure flexible hose assemblies
extending between discharge valve and bleeder valve, 3/4" cast bronze 1/4-turn drain/bleeder valve
mounted interior pump compartment, exterior pump panel chrome plated bleeder valve control
handle, and color coded (to match corresponding discharge outlet) permanently engraved
identification label. Bleeders for side discharges to be located in a single row immediately above
runningboard riser.
HOSE THREADS
Where specified, all screw-on/off threads shall be NST (National Standard Threads), all "sexless"
couplings shall be Storz.
PASSENGER SIDE DISCHARGE(S)
�'ASSENGER SIDE 2-1I2" DISCHARG�
)ne (1), passenger's side 2-112" gated discharge to be provided with: 2-1/2" NS"1' chrome �lated br<
�cker lug cap with chain, 2-1/2" NST male x 2-1/2" NST rocker lug swivel female 30 degree chro�
lated brass elbow extension, 2-1/2" NST male chrome plated brass outlet adapter, �3/4" bleeder va7
�ith exterior r�mote control, 2-1/2" i.d. stainless steel pipe or wire reinforced hose assembly with
/2" stainless end fittings, 2-1/2" Alcron 8000 series ball style l/4-turn fuli flow bronze bodied se
�cking discharge valve (located inside �ump enclosure), and push pull chrome "twist-to-loc
70
A Class-1 adjustable stainless steel suction intake relief valve shall be furnished, enclosed inboard the
passenger's side pump panel. Intake relief valve to be located upstream of the above specified
butterfly style gate valve, "sandwiched" between gate valve and specified external inlet fitting. Intake
relief valve shall be mounted so as to self-drain and dump excessive suction inlet pressure below the
pump compartment.
2-1/2" GATED SUCTION, 2-1/2" NST PLUGGED
An Akron driver's side gated 2-1/2" pux�vp suction intake to be provided with: 2-1/2" NST male
chrome plated rocker lug plug type cap with chain, 2-1/2" NST chrome plated rocker lug swivel
female with internal strainer, bronze bleeder valve with outboard control knob
DRIVER'S SIDE SUCTION(S)
6" GATED SUCTTON 6" NST CAPPED INLET CONTRO
.ver�s siae gatea b�� pump succion intaxe to ne proviaea witn: �+�� siorz cap wiin cnain, b��_ l�
handled or rocker lug sw.ivel fexnale x 30 degree elbow 4" storz adapter, 6" NST male i�
er, 6" removable zinc strainer, 6" ASA flanged extension nipple (extending through pu
), bronze b�eeder valve located. inboazd pump panel with remote contzol handle, 6" W
rfly style gate valve with crank actuator located inboard pump panel, spoke type hand wr
control with revolving handle, located adjacent to inlet, and appropriate interior pu
�artment 6" ASA flanged intake fitting. Suction inlet shall have minimum exiension outbo
SUCTION INTAKE RELIEF VALVE - INBOARD DRIVER SIDE PUMP PANEL
A Class-1 adjustable stainless steel suction intake relief valve shall be furnished, enclosed inboard the
driver's side pump panel. Intake relief valve to be located upstream of the above specified butterfly
style gate valve, "sandwiched" between gate valve and specified external inlet fitting. Intake relief
valve shall be mounted so as to self-drain and dump excessive suction inlet pressure below the pump
compartment.
2-1/2" GATED SUCTION, 2-1/2" NST PLUGGED
An Ala�on driver's side gated 2-1/2" pump suction intake to be provided with: 2-1/2" NST male
chrome plated rocker lug plug type cap with chain, 2-1/2" NST chrome plated rocker lug swivel
female with internal strainer, bronze bleeder valve with outboard control knob
TANK-TO-PUMP CONNECTIONS
3-1/2" WATEROUS SUCTION VALVE, HIGH-FLOW
A 3-1/2" full-flow Waterous tank-to-pump 1/4-turn valve to be furnished with chrome plated bronze
ball, spring loaded seal assembly, and inlet hose connection. The gated suction line from specified
tank sump to the tank-to-pump valve shall be furnished with a banded flexible "hump hose"
connection and piping within the fire pump compartment. Tank-to-pump suction shall allow a flow
rate exceeding 700 GPM.
��1►d ���71�� 1 �Z�]_'� � 7� M [�a�l
.•
INLET BLEEDER VALVES
Where specified, each gated intake shall be equipped with a bleeder valve located inside pump
compartment, upstream gate valve, with remote bleeder control in close proximity to the intake. The
specified gated suction bleeders shall consist of: 3/4" cast bronze quarter-turn drain/bleeder valves,
panel mounted with exterior chrome plated control handle. Controls to be positioned in a single row
immediately above runningboard riser, driver and/or passenger side (above tailboard when at rear of
body), identified with color coded permanently engraved identification label.
I30SE THREADS
Where specified, all screw-on/off threads shall be NST (National Standard Threads), all "sexless"
couplings shall be Storz.
PUMP OVERHEAT PROTECTION
One (1), Waterous Overheat Protection Manager (OPM) model #82516-1A, thermal relief style valve
to be furnished, installed on the two 1/2" tapped holes located near the center discharge area of the
pump. The OPM consists of a valve that automatically opens when the water in the pump reaches 140
degrees and a warning light located on the pump operator's panel that is triggered by a thermal_switch
when the water in the pump reaches 180 degrees. The warning light acts as an additional protection
device if the temperature inside the pump keeps rising although the valve is open. The OPM valve
and switch are both mounted on the two (2) 1/2" tapped holes located near the center discharge area
of the pump. Discharge shall be "to ground" or back to the water tank.
The OPM shall have a second warning light to provide additional protection in the event the
temperature inside the pump continues to rise with the overheat protection valve open. The warning
light and test button shall be mounted to a heavy polished casting that is mounted to the pump
operator's panel.
DISCHARGE VALVES -
A112-1/2" and,,4��'�` discharges shall be equipped with Akron brand, ball style, in-line valves. The valves
shall be equipped with stainless stee�l bal and �°�'seal assembly. No lubrication or regular maintenance
shall be required on the A1Qon valves.
PASSENGER SIDE SUCTION(S)
,6" GATED SUCTION, 6" NST CAPPED, INLET CONTRO
�senger's side gated 6" pump suction intake to be provided with: 4" storz cap with chain, 6" T
handled or rocker lug swivel female x 30 degree elbow 4" storz adapter, 6" NST male i�
er, 6" removable zinc strainer, 6" ASA flanged. extension nipple (extending through pu
), bronze bleeder valve located inboard pump panel with remote control handle, 6" W
rfly style gate valve with crank acivator located inboard pump panel, spoke type hand wr
control with revolving handle, located adjacent to inlet, and appropriate interior pu
artment 6" ASA flanged intake fitting. Suction inlet shall have minimum extension outbo
�mn nanel to allow for nreconnected soft suction hose.
SUCTION INTAKE RELIEF VALVE - INBOARD PASSENGER SIDE PUMP PANEL
PUMP TEST
The above specified pump tesdcertification to be performed by apparatus manufacturer and
"witnessed" by an independent third party as per NFPA 1901 pumping standards, with proper
serialized certification provided upon apparatus delivery.
STAINLESS STEEL PUMP SUCTION INLET AUXILIARY PIPING
NOTE: Due to the poor flow characteristics, manifolds/piping fabricated of square or rectangular
tubing's, regardless of inetal thickness, are not acceptable.
Heavy wall threaded stainless steel pipe and pipe fittings shall be used, wherever possible, upstream
of the specified 2-1/2" suction valves.
All suction manifolds and fittings, and suction valves, tubing's, and hoseline assemblies shall be
pressure tested after installation. �
ANODE, INLET - 2 EACH •
Two (2) sacrificial zinc anodes shall be provided in the water pump inlet manifold, to protect the
pump from corrosion.
PUMP PLUMBING WARRANTY '
The stainless steel plumbing components and ancillary brass fittings used in the construction of the
water/foam plumbing system shall be warranted for a period of ten (10) years or 100,000 miles. This
covers structural failures caused by defective design or worlananship, or perforation caused by
internal or external corrosion, provided the apparatus pumping system is used in a normal and
reasonable manner. This warranty is extended only to fhe original purchaser for a period of ten (10)
years from the date of delivery.
PUMP SUCTION INLETS
Following specified pump manifold inlets shall be of proper inside diameter for rated pump capacity,
equipped with zinc die cast screens so as to provide cathodic protection for pump waterways.
All intakes shall be provided with suitable closures capable of withstanding 500 psi, threaded caps
shall be chrome plated brass, rocker lug 3" and smaller, long handled larger than 3".
SUCTION INLET VALVE STANDARDS
Following specified 3" or larger gated intakes (except the tank-to-pump intake) shall include a valve
mechanism that shall not permit changing the position of the flow regulating element of the valve
from full close to full open, or vice versa, in less than 3 seconds. These same air type actuators shall
include dual (2-each) adjustable needle valve restrictors, bench set/tested, so as to facilitate the slow
movement.
SHORT SUCTION TUBE
The specified side pump suction inlet(s) shall be of minimum length to allow for exterior stacking of
adapters or preconnected hose.
67
PRESSURE GOVERNOR
The apparatus shall be equipped with a Class 1"Captain" model #105244 engine/pump
governor/throttle system that is connected directly to the Electronic Control Module (ECM) mounted
on the specified diesel engine.
The Captain shall operate as a Pressure Sensor Governor (PSG) eliminating any need for a relief
valve on the discharge side of the pump. The location of this unit shall be determined in the pre
build conference.
The unit shall include a special preset function, which allows a predeternuned pressure to be set and
easily adjustable. The preset pressure shall be displayed on the message display of the Captain.
VHS video tape of operation and trouble shooting, of Class-1 governor, shall be made available.
FLAME PLATED IMPELLER HUBS
Flame plated impeller hubs shall be furnished, on midship style pump, along with labyrinth style seal
rings.
LUBRICATED VPO PRIMING PUMP
The pump shall be capable of taking suction and discharging water with a lift of 10 ft. in not more
than 30 seconds with the pump dry, through 20 ft. of suction hose of appropriate size. It shall be
capable of developing a vacuum of 22" at an altitude of up to 1000 ft.
A high capacity positive displacement priiniiig system shall be furnished, consisting of: a Waterous
VPO rotary vane priming pump with 12-volt electric motor drive, 5-quart oil reservoir for automatic
internal lubrication of the priming pump, and push-button priming valve actuator on pump operator's
panel. Priming pump shall be mounted beneath fire pump, with bottom lubricant discharge directed
to ground. Primer oil reservoir mounting location shall allow for easy access to check level and refill.
Priming valve assembly to be located on �op of pump, designed to allow self draining.
Primer oil reservoir is to be accessible through opened passenger side pump inspection door.
Primer outlet hose shall be routed outside of the heater casing to maintain a clean pump compartment.
HEAT ENCLOSURE, STAINLESS STEEL
A removable natural fuush stainless steel heater casing, completely enclosing the under side of the
pump compartment, to be provided. The casing sha11 be latched to the bottom perimeter of the
compartment, easily removable. Two (2) individual slide-out bottom panels to be provided, allowing
inspection and access of normal maintenance items.
PUMP WARRANTY
The specified Waterous fire pump and Waterous accessories shall carry a Waterous five (5) year
warranty covering defective parts only.
Refer to above "Fire Pump System" section for furnished pump manuals.
AIR PUMP SHIFT
The pump shift shall be pneumatically operated using a standard automotive air valve to control a
double action air shift cylinder, designed so that the pump shift remains in its latest position in the
event of loss of air pressure. Shift engagement shall be provided by free-sliding collaz with internal
locking mechanism. The pump shift engagement control will be located to be easily accessible to
driver. Engagement control will include: air control lever with spring loaded locicing collar to prevent
it from accidentally being moved from the "ROAD" or "PLTMP" position, "PUMP ENGAGED" light
indicating mechanical shifting of the pump into the "ROAD" position has been accomplished, "O.K.
TO PUMP" light to indicated chassis transmission is in the correct pumping gear, and a control plate
describing operation of the pneumatic power shift assembly.
The above pneumatic pump shift assembly shall be provided with a mechanical pump shift override
with single override control located on the driver's side of the vehicle. Pump pneuxnatic shift override
control shall allow for manual shifting of the air cylinder, allowing the pump to be shifted manually.
An additional indicator light to be furnished on pump control panel, adjacent to, or integral with,
engine throttle, to indicate that the vehicle transmission is in the proper gear and driveline is rotating:
"O.K. TO PUMP".
TRANSMISSION LOCK UP
The direct gear (1:1 ratio) vehicle transmission lock-up for the fire pump operation shall engage
automatically when the pump shift control, in the cab, is activated.
AUXILIARY COOLING SYSTEM-GATED
A supplementary heat exchanger system shall be installed on the apparatus. The heat exchanger shall
be installed inside the pump or engine compartment, controlled from the driver's side pump panel,
and labeled to identify its operation. The heat exchanger system shall be so designed as to allow for
cold water from the discharge side of the fire pump to circulate through the heat exchanger tubes. The
mixing of discharge water and radiator anti-freeze in the chassis engine shall not occur as the heat
exchanger is a closed system. Piping from the fire pump to the heat exchanger, and return (to pump
Master Drain suction port), shall be with high pressure line. Pressure line (from pump discharge) to
be gated, with a 1/4-turn 3/8" ball valve control on pump control panel. We would like plumbed in
the on postion.
PUMP DRAIN MANIFOLD
Waterous manifold drain valve, with bronze body and stainless plunger shall be furnished mounted on
puxnp transmission and operated by a push-pu11 cable with chrome plated T-handle control on pump
panel. Drain valve shall be piped, with copper tubing, to low points of puxnp suction and discharge
cavities to allow simultaneous draining through a single drain valve.
INTAKE RELIEF VALVE
A Waterous suction intake relief valve will be furnished, installed inside pump compartment, piped to
suction cavity of the specified fire pump. Installation to include passenger's side interior pump
compartment mounted remote control. Relief valve control shall be accessible through pump access
door. Intake relief valve to be of the pre-set adjustable bypass design, to dump, below the vehicle,
excessive inlet water pressure.
65
certification to be provided in delivery manual.
PUMP INSTRUCTION MANUALS/CD
Two (2), Waterous instruction manuals, one (1) in digital CD forxnat, and one (1) printed with 3-ring
binder, shall be provided upon delivery of the apparatus. Manuals to be pump model and serial
number specific, to include but not be limited to operation instructions, maintenance (lubrication),
and illustrated parts break-down.
PUMP TEST DATA PLATE
The pump shall be provided with a metal plate giving the rated flow at "capacity" and "pressure" test
pressures, together with the RPM of the engine at those pressures and deliveries, and mounted in clear
view of the pump operator's panel. Test plate shall also indicate pump serial number, engine governed
speed, and pump mode of operation for all four individual pump rating tests.
SEPARABLE IMPELLER SHAFT
A separable impeller shaft shall be furnished
transmission, separate from the pump body.
to allow removal or disassembly of the pump
ADDITIONAL FEATURES
Additional pump features shall include: dual-suction bronze replaceable impeller and impeller seal
rings, stainless steel impelleF shaft grease lubricated front and oil lubricated rear bearings,
horizontally split main puxnp body, and all moving parts which come into contact with water to be
bronze or stainless steel. .
All pump control linkage rods to be heavily cadmium plated, equipped with threaded adjustable clevis
joints or swivel ball joints one end and chrome plated or black phenolic control handles outboard end.
A perxnanently mounted label shall be furnished, located inside driver's comparhnent, specifying the
quantity and type of the hydraulic, lubricant, and cooling fluids (where applicable) as used in this
pumper apparatus.
PUMP TRANSMISSION
Pump transmission to be Waterous C-10, "chain-drive" style to provide smooth quiet transmission of
power. Transmission "drop" shall be of proper dimension to allow for optimum driveline angles.
Extra heavy duty 2.35" x 46 involute spline pump driveline to be furnished for high torque engine
applications. Spicer 1710 driveline end yokes furnished, input and output.
Spicer heavy duty driveline components to be fumished to facilitate pump installation, components
shall include: slip stub shafts, slip yokes, and cross & bearings to be compatible with pump end
yokes and chassis driveline.
Additional information to be provided for accessory equipment fluids not listed above, and so
designated by Customer.
PiTMP SEALS
"Mechanical" pump seal assemblies to be furnished, for specified centrifugal pump, self-adjusting
type, maintenance free.
•�
9. A fmalized drawing of apparatus as completed.
10. A"Delivery Manual", shall be furnished to include the following items: invoice copy(ies), proof
of insurance, Manufacturer's Statement of Origin, acceptance forms, certifications, specifications,
individual component manufacturer instructions and parts manuals, warranty forms for body,
warranty forms for all major components, warranty instructions and format to be used for compliance
with warranty obligations, routine service forms/publications, technical publications or training guide
for major components, and apparatus body print "as built".
11. Paint numbers of all color coatings.
12. Certifications of water tank capacity.
13. Written load analysis of 12-volt electrical system as installed by body builder.
A test data plate shall be provided at the pump operator's position which gives the rated discharges
and pressures together with the speed of the engine as is deteimined by the manufacturer's test for this
particular unit. Plate shall also include delivery date, pump serial number(s), original Customer, and
the apparatus manufacturer's serial number.
ELECTRICAL WIRING DIAGRAMS �
Two (2) electrical wiring diagrams, prepared for the fire apparatus, shall be provided.
Wiring diagraxns shall be of 12-volt electrical systems, as installed by apparatus body manufacturer
(prime contractor). Diagrams to be "vehicle specific", describing all 12-volt electrical functions as
furnished on this and only this apparatus.
FII2E PUMP SYSTEM
PUMP AND PUMP TRANSMISSION
A 1500 gallon per minute, Waterous Model CSUC10-1500, Class A, single-stage centrifugal iron
body - rear drive fire truck pump shall be furnished, mounted "mid-ship" of the vehicle immediately
ahead of the compartments and water tank. The pump transmission gear ratio shall allow the pump to
deliver the percentage of rated capacity at discharge pressures indicated below, while the drive engine
is running in it's peak performance range/RPM:
100 percent of rated capacity at 150 pounds net pressure
100 percent of rated capacity at 165 pounds net pressure
70 percent of rated capacity at 200 pounds net pressure
50 percent of rated capacity at 250 pounds net pressure
MANUFACTURER HYDRO TEST
The pump shall be tested by Waterous, hydrodynamically at above pressure and capacities, and for 10
minutes hydrostatically at a pressure of 500 psig. Certification by Waterous shall be provided in
delivery manual.
Apparatus Manufacturer's pump performance test to be performed after construction. Factory
:'�
CHASSIS CAB FRONT FACING STORAGE COMPARTMENT,
One (1) front facing storage cabinet to be furnished, constructed of smooth or treadplate natural fuush
alununum, mounted in the middle of front facing seats area centerline. Final conf'iguration and size
to be approved by the Customer. One 1 125-volt 15-am 3-wire 4gang outlets shall be, rnished
S�ou have two belo�v?
LED STRIP LIGHTING
The above specifed interior cabinet lighting shall be LED "strip" lighting, one (1) on each side of
doorway (two total). Lights shall activate with opening of the door.
CABINET INTERIOR -125-VOLT POWER
Two (2), 125-volt, 15-amp 3-wire 4gang alum��inum outlets s. ps shall be furnished, interior of
cabinet, located as per customer's instructions, with protected wiring to the specified shoreline, and
engraved nameplate to read: "125-VOLT SHORE POWER".
GLOVE BOX HOLDER(S)
Two (2) each, perimeter flange surface mount brackets shall be
aluminum, designed to encapsulate a single box of surgical gloves.
location at pre-build conference.
MANUALS, CERTIFICATIONS, AND DIAGRAMS
provided, fabricated of smooth
Purchaser shall specify mounting
At the time of delivery, one (1) hard copy(ies) of: each of the following manuals will be provided.
1. Engine manufacturer's certified brake horsepower curve showing the maximum no-load governed
speed.
2. Manufacturer's record of pumper construction details, per NFPA 1901.
3. Manufacturer's Run-In Certification with preliminary test results.
4. Pump Manufacturer's Certification of Hydrostatic Tests.
5. Pump Manufacturer's Certification of Pump Test Results.
6. The Certification of Inspection/Test of Fire Department Pumper by an Independent Third Party per
NFPA 1901 standards.
7. Weight docuxnents from four (4) individual certified scales showing actual loading on the sides of
front axle, sides of rear axle(s), and overall (four total) vehicle (with the water tank full but without
personnel, equipment, and hose) shall be supplied with the completed vehicle to determine
compliance with NFPA section 10-1. Weights shall be for each tire or dual set of tires, so as to verify
side-to-side loading, to be in compliance with NFPA section 4.12.233.
8. The complete operation and maintenance manual covering the completed apparatus as delivered
including the pump, emergency lighting and siren, generator, or other fumished accessories.
62
The exterior roof of the rearward extension shall be "flush" with and mated to the exterior roof top of
the OEM cab. The bottom/floor of the rearward extension shall be "raised" approximately 16" above
the interior chassis cab floor, 22" above the chassis frame rails, so as to provide a comfortable height
crew seat platform and adequate space to accommodate the specified multiple "belt-line level"
preconnect hosebeds. �
The interior lining of the rearward extension shall be in keeping with and color matching to the
chassis cab floor, side wall, ceiling, and back panel coverings.
NOTE: Color photos of the proposed cab rearward augmentation, and its features, shall be provided
to the purchaser.
"TINTED" SAFETY GLASS WINDOWS �
Two (2) each, tempered glass window units shall be provided with: black extruded rubber window
setting channel, "tinted" safety glass window panel, and silicone perimeter caulking/sealant. Glass
window assembly shall have 3" radius corners. Tinted glass shall be 62% light transfer medium grey.
NOTE: 90 degree mitered window surrounds are not acceptable.
Tempered glass window units shall be 17-1/2" wide x 31" high, bottom of which shall be "inline"
with the chassis cab side and door windows. Top of windows shall be higher than cab door windows,
so as to allow side visibility for forward facing outboard seated passengers.
LINEX COATED ALUMINUM TRAY - ENGINE COVER
An aluminum fabricated tray shall be furnished on the top of the engine cover, with 1" perimeter
flange, spray coated with Linex or equivalent bed coating. The tray shall be spaced away
approximately 1/4" from top surface of engine housing, for the purpose of allowing space for
mounting bracket fasteners.
MAP BOX AND PRE-PLAN BOOK STORAGE MODULE
A fabricated swirl finish aluminum map box/pre-plan storage module shall be fumished, located on
the top surface of the interior engine tunneUhousing, provided with multiple slots for 3-ring binders,.
and pre-plan books. Storage module to be located so as to be easily accessible to Driver's and
Officer's seated positions. Final design and location shall be customer approved.
HEAD GEAR HOOKS
Mounted in the cab at the direction of the Customer shall be four (4) head gear hooks suitable for
storing helmets, face masks, or intercom hear gear. Chrome plated hooks shall be bolted in position
and removable.
CFIASSIS CAB REAR FACING STORAGE COMPARTMENT. ROLL-UP DOOR
One (1) rear facing storage cabinet to be furnished, constructed of smooth or treadplate natural finish
aluminum, mounted in the mid-cab area centerline between the outboard seat risers. The cabinet is to
be as large as space permits with a full height/full width Roll-Up Shutter poor, interior 12-volt
lighting, and two (2) vertically adjustable shelves. Final configuration and size to be approved by the
Customer.
61
Please refer to the Chassis Specifications, for description of Shoreline device and location.
800 MHZ RADIO ANTENNA & CABLE
One (1) each, 800 MHZ radio antenna shall be furnished, along with appropriate cable, both to
compatible with the Customer's fumished 800 MHZ radio. Antenna to be roof mounted (exact
location to be deternuned at Pre-Build), with cable ran to the prescribed radio location. NOTE:
Customer will provide installation of 800 MHZ radio unit, after completed delivery.
MOUNTING OF CUSTOMER'S FURNISAED ONE (1) EACH 2-WAY RADIO
Customer's furnished 2-way radio, one (1) each, shall be installed inside chassis cab. Installation to
include: mounting of interior chassis cab radio control console, the radio remote pack, the radio
power transceiver, and the interior speaker. �
SIGTRONICS INTERCOM SYSTEM
A Sigtronics model US-67D intercom system to be furnished and installed, capable of interfacing
with two (2) 2-way radio systems as furnished by the Customer. Installation to include: Dual Radio
Intercom Station, six (6) SE-8 Headsets with behind-the-head dual ear coiled cord, Flex Boom with
ultra foam wind screen, and Mobile Radio Adapter.
Intercom installation to include: wiring and mounting of all intercom plug-in receptacles, mounting of �
headset hanger brackets (at each seated position), and appropriate interfacing for the Customer's �
mobile 2-way radios. Locations of components shall be deterniined at Pre-Build. �
�
2 VOLT CI3ASSIS CAB SCENE LIGHTING:• remove
BATTERY HOT LEAD TO RADTO remove
STALLATION OF BACK UP CAMERA, REAR OF BODY remove due to opdon
clnea bacx uprrear-view camera, as
Specificatioxis), shall be recess-molu
CFIASSIS CAB REARWARD EXTENSION/AUGMENTATION
The specified medium 4-door "custom" chassis cab shall be modified as follows:
custom
The upper back wall of the chassis cab shall be extended rearward at least 24-inches, to a11ow for
recessed mounting of the specified forward facing rear crew seats. The extended area shall be 82"
wide (side-to-side) by 61" high (flush with cab roof--top), design to be in keeping with the original
equipment manufacturer's (OEM's) cab profile with matching roof cap radius extrusions. All of the
rearward cab extension fabrications shall be of the same type of aluminum, but of heavier material
thickness than the OEM materials.
A removable body panel shall be provided, in forward wall of the specified rear apparatus body
compartment. Removal of the panel shall allow unbostructed access to the diesel fuel tank's level
sending unit, and stand-pipe engine feed line. Not applicable to rear mounted pump systems.
GATED AUXILIARY HEATER COOLANT LINES
Engine cooling system chassis cab heater return line shall be equipped with 1/2" i.d. bronze NRS
screw type gate valves and 5/8" i.d. neoprene rubber heater hoses extending to specified auxiliary
heaters. An additional 1/2" bronze NRS gate valve to be provided on auxiliary heater-to-engine return
line. Gate valves shall allow shut down of any or all of the remote auxiliary heating systems that are
downstream of the chassis cab heater, should a leak develop.
COOLANT "BOOST" PLTMP
The specified pump compartment heater core shall be piped to the engine coolant system, installation
to include: 12-volt in-line "free-flow" centrifugal cast bronze bodied coolant "boost" pump, additional
high grade coolant hose with stainless steel screw type hose clamps, and chassis cab dashboard
mounted toggle switch control with engraved nameplate to read: "COOLANT PiJMP." Installation of
coolant pump shall provide increased rate of coolant flow to assure adequate auxiliary heater core
temperature during extreme winter conditions.
DRIVELINE JOINTS,1710 SPICER
The lower level driveline joints, ahead of and behind the fire pump transmission shall be minimum
Spicer 1710 series or equivalent. Driveline to be dynamically balanced and equipped with Glide Coat
or equivalent spline joints.
FRON.T FENDER AND REAR WHEELWELL MUD FLAPS, FOUR (4) EACH
Driver side and passenger's side rear body wheelwell mudflaps shall be furnished, made of fabric
reinforced neoprene rubber, bolted to the rear wheelwell bulkheads using stainless steel strap brackets
and bolts. Mudflaps sha11 extend approximately 10" below rubrail level.
Rear mudflaps to be trimmed with polished stainless steel lower edge with the following characters
laser cut into the metal and cutout areas backed with a reflective contrasting insert. Driver's side
mudflap shall have the word "FIRE" with a flame image cutout and passenger's side mudflap shall
have the word "RESCUE" with a rescue tool image cut-out.
EMERGENCY SWITCH PANEL
Please refer to the Chassis Specification for description of Emergency Switch Panel and its location.
MASTER BATTERY SWITCH
A two-position battery "cut-off' switch, with green "battery-on" pilot light shall be furnished, as
specified in CHASSIS SECTION, mounted to be easily accessible and visible to seated driver, and
from exterior ground level (through open driver's door).
120-VOLT SHORELINE
59
At any gated suction inlets, a permanent label shall be provided to read: "WARNING - SERIOUS
INJURY OF DEATH COULD OCCUR IF INLET IS SUPPLIED BY A PRESSURIZED SOURCE -
WHEN VALVE IS CLOSED"
OVERALL HEIGHT/WIDTA/LENGTH/WEIGHT DATA PLATE
There shall be a high-visibility placard located in direct view of the seated Driver, which shall
indicate, in feet-and-inches; the overall height of the vehicle (to the highest permanent point-except
antennas), the overall width (at steps, fenders, and rubrails-not retractable minors), and overall length
of vehicle (bumper to tailboard). The data plate shall also indicate, in pounds, the vehicle's total "as
delivered" weight.
The dimensions and weight shall be "as manufactured", and the customer must revise the data plate, if
they so change the height (by permanent loading and accessory equipmenbdevice installations), and
the weight by adding loose equipment, products, and supplies.
2007 COMPLIANT CATALYTIC EXHAUST SYSTEM
The original chassis engine exhaust system, upstream of the outlet, shall NOT be modified, so as to
remain in compliance with 2007 exhaust emission standards. System shall be designed and installed
to prevent component interference with the specified fire pump installation and compartment
floors/runningboards. Fabricated steel or aluxninum heat deflector plates shall be provided where
necessary to protect these same components from excessive radiant heat. Exhaust outlet shall
texminate below body compartment floor ahead of rear wheels on passenger side of vehicle.
AIGH IDLE
Please refer to the CHASSIS section, for any specified High Idle feature,
AIR INTAKE EMBER SEPARATOR
The chassis engine air intake system shall be equipped with an intake screen or filter that will block
particulate matter larger than 0.039" from reaching the air filter element, to prevent ignition of the
same.
FUEL FILL DOOR & VENTED FII,L P1PE, DRIVER SIDE
A Cast Products or equivalent brushed or polished aluminum leading edge vertically hinged fuel fill
door shall be furnished, bolted in position, located driver side apparatus body rear wheelwell. "LOW
SULFUR DIESEL FUEL ONLY" green (color) nametag to be furnished, on the interior door.
A minimum 2" threaded brass vented fuel fill cap shall be furnished, located inside fuel fill door,
piped to the underbody diesel fuel tank with: minimum 1-1/2" i.d. reinforced non-collapsible fuel fill
hose and .50" tubing air vent extending from top of underbody fuel tank to top of fuel fill neck.
The tank shall exceed FHWA 393.67 requirements, including 96% fill capacity of tank's total volume.
REMOVABLE PANEL ACCESS TO FUEL TANK
Rear compartment front wall shall have removable fuel sender access panel.
REAR SPRING SHACKLE ACCESS
The rear axle spring shackles, if equipped with grease fittings, shall have the fittings replaced with 90
degree fittings for ease of service once the body is in place.
LOCATION FOR CAB T�I.T PUSH-BUTTON CONTROL CONSOLE
The push-button cab tilt control console, including cable, shall be located at passenger side of vehicle,
so as to allow full view of the chassis cab as it is being raised and lowered. Mounting location to be
inside the specified passenger side under-speedlay enclosed accessory compartment, with bulkhead
wire coupler on side wall of compartment.
DEACTIVATE fTRANSMISSION BRAKE - WITFI PUMP SHIFT
Specified trans'��� brake shall be automatically deactivated with the shifting of the pump
transmission into "Pump Gear".
FLUID DATA LABEL
A pernlanent data label shall be affixed in the driver's compartment specifying quantity and type of
the following fluids used in the vehicle.
1. Engine Oil
2. Engine Coolant
3. Chassis Transmission Fluid
4. Pump Transmission Lubrication Fluid
5. Pump Primer Fluid
6. Drive A�cle Lubrication Fluid
7. Air Conditioning Refrigerant
8. Air Conditioning lubrication oil
9. Power Steering Fluid
10. Cab Tilt Mechanism Fluid
1 l. Transfer Case Fluid
12. Equipment Rack Fluid
13. Air Compressor System Lubricant
14. Generator System Lubricant
15. Front Tire Cold Pressure
16. Rear Tire Cold Pressure
NO RIDE LABEL
A label shall be located on the vehicle at the rear step area that shall warn personnel that riding on
these areas while the vehicle is in motion is prohibited.
SEATING/OCCUPANCY LABEL
A label shall be installed in the cab to denote the exact number of passengers to be carried in the
chassis cab and/or crew cab.
GATED INLET WARNING SIGN(S)
57
equipment shall be mounted as low and as far forward on the apparatus as practical. Audible warning
equipment shall not be mounted on the roof of the chassis cab.
Axle housings shall clear the road surface by at least 8" and an angle of departure of at least 8 degrees
shall be maintained at rear of the vehicle when fully loaded.
The specified "Door Ajar" indicator light shall be mounted inside chassis cab so as to be visible to the
driver. �
An accident prevention sign shall be located at the rear step area of the vehicle to warn personnel that
standing on the step while the vehicle is in motion is prohibited.
CHASSIS MODIFICATIONS: CUSTOM CHASSIS APPLICATION:
SPEED GOVERNOR TEST �
Engine limiting speed govemor will be tested, upon arrival to our factory for compliance with the
maximum no-load engine operating speed, as determined on appropriate engine power curve sheet.
SUSPENSION DEFLECTION TEST
Apparatus body builder shall make record of and provide following information to Customer: actual
bare chassis 4-point (at wheels) weights, actual bare chassis 4-point (at back of cab and rear axle) top
of frame rail heights to ground, and actual suspension deflection amount with the imposed actual
weights of 4,000 lbs., 8,000 lbs., and 16,000 lbs. at projected load centerline.
NOTE; A PRINTED COPY, OF THE ABOVE WEIGHT & DEFLECTION RESULTS,
SHALL BE PROVIDED IN THE SPECIFIED VEffiCLE DELIVERY BINDER.
As per NFPA 1901, 4.12.23.3, same 4-point weights of fully loaded vehicle shall not exceed a
difference, side-to-side, of 7-percent.
AMBER TURN LIGHT ACTIVATION
Specified rear amber turn lights shall not be activated by brake lights.
PUMP MODE TRANSMISSION LOCK UP
Vehicle electronic automatic transmission to be "signaled" by shifting of the fire pump into pump
gear, so as to activate transmission "Lock-Up" mode (direct drive). A transmission shift selector lock
or cover plate shall be furnished to prevent inadvertant gear position change during pumping
operations.
SUSPENSION AND FRAME CORROSION PROTECTION
Rear axle suspension brackets, left and right sides, front and rear, shall be caulked with silicone
sealant preventing build-up of road salts and moisture that may cause future corrosion of bracket-to-
frame-rail attachment points.
FRAME RAIL MOUNTING PROCEDURE
All chassis frame rail mounted brackets, supports, pump flanges, and apparatus body subframe
components will be bolted to the frame rail sides. No holes will be drilled in the frame flanges, only
the web will be drilled. No welding will be allowed to the chassis frame, web, or flanges, ahead of the .
rear most spring shackles. Frame flange sandwich clamping devices will not be used.
FUEL SENDER ACCESS PANEL
�
ROAD SAFETY HIT
The cab and chassis shall include one (1) emergency road side triangle kit.
DOOR KEYS
The cab and chassis shall include a total of four (4) door keys for the manual door locks.
AS BUILT DIAGRAMS
The cab and chassis shall include one (1) complete set of wiring schematics and option wiring
diagrams.
CFIASSIS WARRANTY ,
The chassis manufacturer shall warrant to the original purchaser the custom fire truck chassis for a
period of twelve (12) months. The warranty period shall commence on the date the vehicle is
delivered to the original purchaser and continue for twelve (12) months thereafter. The warranty shall
include conditional items listed in the detailed warranty document which may be provided upon
request.
MODEL YEAR
The chassis shall have a vehicle identification number that reflects a 2008 model year.
OPERATORS MANUAL AND PARTS LIST
There shall be one (1) chassis operator's manual which includes a parts list including wiring and air
plumbing diagrams provided and shipped loose with the vehicle. All standard wiring and plumbing
diagrams shall be created specifically to the chassis model.
ENGINE AND TRA.NSMISSION OPERATION MANUALS
There shall be one (1) set of engine operation and maintenance manuals and one (1) set of
transmission operation manuals specific to the models ordered included with the final vehicle in the
ship loose items. "
MODIFICATIONS TO CHASSIS. AS TO BE PROVIDED BY BODY BUILDER:
The following special modifications shall be made by the fire apparatus body builder/manufacturer to
the specified fire apparatus truck chassis.
NFPA RELATED MODIFICATIONS:
All electrical circuit wiring installed by the apparatus body builder sha11 be stranded copper alloy
conductors of a gauge rated to carry 125% of the maximum current for which the current is protected.
Wiring shall be colored and/or printed with circuit function code over each conductor's entire length.
All wires shall be of sufficient size so that voltage drop in any electrical device shall not exceed 15%.
When fumished, air horns, electric siren, electronic siren speakers, and other audible emergency
55
Air Filter
Water in Fuel (1)
Cab Aj ar
Low Oil Level
Door Ajar
The instrumentation system will provide a 160mSec second alarm every SSec for the following
situations:
Turn Signal Reminder
(1) Feature only available when optionally equipped.
(2) Feature only available on engines with pre-heat capability.
(3) Feature only on vehicles with diesel particulate filter (DPF).
(4) Warning light is present in gauge.
(S) A message in the LCD screen will also be displayed.
ADDITIONAL INSTRUMENTATION
Within the instrument panel, a brake application pressure gauge shall be installed which shall measure
the application air pressure when the brakes are applied.
DIGITAL CLOCK
The officer dash shall include a Class 1 digital style clock. The clock shall include a digital readout
in either standard or military time.
,OPTIONAL .REARVIEW, CAMERA SYSTEM
�e bid as optio�z to deduct for the total nrice of the trucl� Bidders need to
the total price deduction if this snecified ontio�z is not selected bv tlze fire
depart�nenL
An Audiovox YovaQer heavv dutv rearview camera system, complete witlt an LCD disnlay t�tonitor.
shall be sunnlied. One (1) canzera with a teardron slzaned clirofne nlated housin� slzall be shipped
loose for OEM installation in the body to afford the driver a clear view of the rear of the vehicle.
The canzera shall be wired to a 7.00 inch flip dow�a »:onitor whiclz shall include a color disnlav and
day and fzi�ht bri�htness �nodes instalCed above the driver position. The canzera shall activate
when the trans»zission is nlaced in reverse. The cas�zera svstent shall include a one- way
cofnnzunication device slzall be installed at the rear of the vehic[e for the use of voice cont»tands
directiv to the driver.
CAB EXTERIOR PROTECTION
The cab face shall have a removable plastic film installed over the painted surfaces to protect the
paint finish during transport to the body manufacturer.
FIRE EXTINGUISAER.
A 2.50 pound BC D.O.T approved fire extinguisher shall be shipped loose with the cab.
54
Low air pressure.
Low engine oil pressure.
High engine coolant temperature.
High transmission oil temperature.
Low coolant level. (1)
High or low system voltage
Critical engine fault (Stop Engine).
The Check Message Center icon will illuminate and a message will be displayed in the LCD screen
for the following situations:
Cab Ajar '
Low Oil Level
Door Ajar
Engine Communication Error
Transmission Communication Enor
ABS Communication Error
High Coolant Temp
Turn Signal Reminder
Low Fuel
Low Oil Pressure
Low Coolant Level
Low Battery Voltage
High Battery Voltage
Low Primary Air Pressure
Low Secondary Air Pressure
High Trans Temp
The instrumentation system will provide a continuous alarm for the following situations:
Stop Engine
Low Coolant Level (1)
Brake System Fault
Check Trans
Check Engine
ABS
Engine Co�ununications Error
Transmission Communications Error
ABS Communications Error
Low Fuel
Low Primary Air Pressure
Low Secondary Air Pressure
Low or High Battery Voltage
High Trans Temp
Low Oil Pressure
High Coolant Temp
The instrumentation system will provide a 160mSec second alarm every 880mSec for the following
situations:
Seat Belt
53
expand the scale in the region of normal operation. A red indicator light in the gauge shall indicate
low engine oil pressure. The scale on the coolant temperature gauge shall read from 160 to 250
degrees Fahrenheit (F). A red indicator light in the gauge shall indicate high coolant temperature.
The scale on the transmission oil temperature gauge shall read from 100 to 300 degrees Fahrenheit
(F). A red indicator light in the gauge shall indicate high transmission oil temperature. The scale on
the voltmeter shall read from 8 to 16 volts. A red indicator light shall indicate high or low system
voltage.
The instrument panel shall contain an Enunciator Module that contains the following indicator lights.
All indicator lights shall contain LED lamps.
RED LAMPS
Stop Engine - indicates critical engine fault. (S)
Park Brake - indicates park brake is set.
Volts - indicates high or low system voltage. (4)
Low Oil Press - indicates low engine oil pressure. (4)
High Coolant Temp - indicates excessive engine coolant temperature. (4)
High Trans Temp - indicates excessive transmission oil temperature. (4)
Low Air - indicates low air pressure in either system one or system two. (4)
Low Coolant Level - indicates low engine coolant level. (1) (S)
Air Filter - indicates excessive engine air intake restriction. (S)
Brake System Fault — indicates a failure in the brake system (hydraulic brake systems only). (S)
Seat Belt Indicator — indicates when a seat is occupied and corresponding seat belt remains
unfastened.
YELLOW LAMPS
Check Engine - indicates engine fault. (S)
Check Trans - indicates transmission fault. (S)
Wait to Start - indicates active engine air preheat cycle. (2) (S)
ABS - indicates anti-lock brake system fault. (S)
Water in Fuel - indicates presence of water in fuel filter. (1) (5)
Check Message Center — indicates there is a fault message present in the LCD digital display.
SRS — indicates a problem in the Ro11Tek supplemental restraint system. (1) (S)
DPF — indicates a restriction of the diesel particulate filter. (3) (S)
HEST — indicates a high exhaust system temperature. (3) (S)
MIL — indicates an engine emission control system fault. (3) (S)
Low Fuel — indicates low fuel. (4)
GREEN LAMPS
Left and Right turn signal indicators.
Aux Brake Active - indicates secondary braking device is active. (1)
High Idle - indicates engine high idle is active. (1)
ATC — indicates low wheel traction for automatic tractions control equipped vehicles, also indicates
mud/snow mode is active for ATC system. (1) (S)
OK to Pump — indicates the pump engage conditions have been met. (1)
Pump Engaged — indicates the pump is currently in use. (1)
BLUE LAMPS
High beam indicator.
The instnunentation system shall provide a constant audible alarm for the following situations:
52
flashing pattern when the door is in the open position to serve as an indicator to oncoming traffic.
AIR HORN SELECTOR SWITCA �
A rocker switch shall be installed in the switch panel between the driver and officer to allow control
to either the air horn or the electric horn from the steering wheel horn button. The electric horn shall
sound by default when the selector switch is in either position which is in accordance with FMVSS
requirement.
AIR HORN ACTUATION
The air hom actuation shall be accomplished through the steering wheel button and by a single
lanyard cable accessible to the officer. An air horn activation circuit shall be provided to the chassis
hamess puxnp panel harness connector.
MECHANICAL SIREN ACTUATION
The mechanical siren shall be actuated by a driver and officer mounted foot switch and shall include
two (2) red momentary siren brake rocker switches. The siren shall only be active when master
warning switch is on.
BACKUP ALARM
An dual function, dual sound backup alarm shall be installed at the rear of the chassis with an auto-
adjusting output level of not less than 87 dB and up to 107 dB. The alarm will automatically activate
when the transmission is placed in reverse.
INSTRUMENTATION
An ergonomically designed instrument panel shall be provided. The gauges shall be backlit with red
LED lamps. All gauges shall be driven by stepper motor movements. The instnunent panel shall
contain the following gauges:
One (1) electronic tachometer with an integral LCD hour meter shall be included. The scale on the
tachometer shall read from 0 to 3000 RPM. The hour meter shall display engine hours of operation.
One (1) electronic speedometer with an integral LCD odometer/ trip odometer shall be included. The
speedometer shall have a dual scale with miles per hour (MPH) as the dominant scale and kilometers
per hour (KPH) on the minor scale. The speedometer scale shall read from 0 to 90 MPH (0 to 140
KPH). The odometer shall display up to 9,999,999.9 miles. The trip odometer shall display up to
9,999.9 miles. The LCD screen shall also be capable of displaying certain diagnostic functions.
One (1) three function gauge with primary system, secondary system and fuel level shall be included.
The scale on the air pressure gauges shall read from 0 to 140 pounds per square inch (PSn. The air
pressure scales shall be non-linear to expand the scales in the region of normal operation. A red
indictor light in the gauge shall indicate a low air pressure. The scale on the fuel level gauge shall
read from empty to full. A yellow indicator light shall indicate low fuel at the quarter tank level.
One (1) four function gauge with engine oil pressure, coolant temperature, transmission oil
temperature and a voltmeter shall be included. The scale on the engine oil pressure gauge shall read
from 0 to 140 pounds per square inch (PSn. The engine oil pressure scale shall be non-linear to
51
The front headliner of the cab shall include a red flashing light, located in the center for greatest
visibility. The light shall be 6.00 inches long X 2.50 inches wide X 1.75 inches high and shall be
clearly labeled "Do Not Move Apparatus". The light shall be interlocked for activation when a cab
door is not firmly closed, an apparatus cabinet door is not closed and the parking brake is released.
MASTER WARNING
The optical waming system shall be controlled by a master switch which shall include all "ON" and
all "OFF" capability via a rocker switch on the main panel. Any warning light switches left in the
"ON" position shall activate when the master switch is activated. This switch shall be clearly labeled
for identification.
INBOARD FRONT WARNING LIGHTS MODEL
The cab front fascia shall include dual DOT/NFPA approved LED waming lights which shall offer
multiple flash patterns including steady burn for solid colors and multiple flash patterns for split
colors. The lights shall be surface mounted to the front fascia of the cab within a chrome bezel in the
inboard position.
INBOARD FRONT WARNING LIGHTS- COLOR
The front warning lights mounted on the fascia for the inboard position shall be red.
FRONT WARNING SWITCH
The front warning lights shall be controlled via rocker switch on the main panel. This switch shall be
clearly labeled for identification.
INTERSECTION WARNING LIGHTS MODEL
The chassis shall include two (2)-DOT/NFPA approved LED intersection warning lights, one (1) each
side, which shall offer multiple flash patterns including steady bum for solid colors and multiple flash
patterns for split colors.
INTERSECTOR FRONT WARNING LIGHTS- COLOR
The intersection lights shall be red.
INTERSECTOR FRONT WARNING LIGHTS- POSITION
The intersection lights sha11 be mounted in the rear position on the side of the bumper.
SIDE AND INTERSECTOR WARNING SWITCH
The side and intersector warning lights shall be controlled via rocker switch on the main panel. This
switch shall be clearly labeled for identification.
INTERIOR DOOR WARNING LIGHTS
The interior panels of each door shall include one (1) red 4.00 inch diameter halogen warning light
which shall be provided on the inner surface of each cab door. Each light shall activate with a
50
which shall be shock mounted for extended life. The ground lighting shall be activated by the
opening of the respective door as well as interlocked with the park brake.
INTERMEDIATE STEP LIGHTS
The middle step located at each door shall include a recess mounted LED light which shall activate
with the opening of the respective door.
UNDER BUMPER GROUND LIGHTS
There shall be two (2) incandescent NFPA compliant ground lights mounted under the bumper. The
lights shall include a polycarbonate lens, a housing which is vibration welded and a bulb which shall
be shock mounted for extended life. The bumper ground lighting shall be interlocked with the park
brake and the marker light activation.
ENGINE COMPARTMENT LIGHT
There shall be two (2) incandescent NFPA compliant lights mounted under the engine tunnel for area
work lighting on the engine. The lights shall include a polycarbonate lens, a housing which is
vibration welded and a bulb which shall be shock mounted for extended life.
12 V BROW MOUNTED SCENE LIGHTING
The front of the cab shall include two (2) contour roof mount lights mounted to the brow of the cab.
Each lamp head shall have one (1) 60 watt LED or quartz halogen 750 watt 120 volt bulb. The front
scene lights shall be activated by a chassis center console mounted switch.
12V REAR ! OUNTED ON REAR OF CAB
One (1) Whelen 600 or equivalent scene light shall be installed on the rear of the chassis cab
The lights shall have a clear lens with 13 degree angle downward intemal optics.
The lights shall be activated by a chassis center console mounted switch.
INTERIOR CAB LIGHTING
The cab shall include an incandescent dome lamp with a red and white lens located over each door.
The dome lamps shall be rectangular in shape and shall measure 9.50 inches in length and
approximately 5.00 inches wide including a black colored bezel. The white lamp shall be activated
by its respective door when opened and both the red and white lamp shall be activated by an
individual switch on the light.
A three (3) light module with dual map light shall be located in the headliner, over the engine tunnel.
MAP LIGHTING
A gooseneck style instrument panel map light with switch at base shall be installed on the officer side
of the dash panel within easy reach.
DO NOT MOVE APPARATUS WARNING
A Kussmaul Auto Charge 35/10, 35 amp battery conditioner and 10 amp power supply shall be
installed in the cab behind the driver's seat.
The conditioner shall incorporate a 10 amp Battery Saver to provide a 12 volt power supply for a
mobile data terminal, radio or hand held lights. The Battery Saver automatically disconnects the
accessory loads from the battery when the shoreline is plugged in and powers them from an internal
power supply.
A Kussmaul 120 volt Auto Pump shall also be provided to maintain the vehicle's air brake system. It
shall be installed behind the officer's seat.
The remote charge indicator shall be located near the receptacle, viewable through the driver's side
crew cab window.
HEADLIGHTS
The cab front shall include (4) rectangular halogen headlamps with separate high and low beams
mounted in bright chrome bezels. The headlamps shall be equipped with the "Daytime Running"
light feature, which shall illununate the headlights to 80% brilliance when the ignition switch is in the
"On" position and the parking brake is released.
�[,,,,Ilhe headlights shall be controlled through a rocker switch on the driver's dash. The headlights shall
be located on the front fascia of the cab directly below the front warning lights.
TURN SIGNALS
The front fascia shall include two (2) DOT/NFPA approved LED programmable amber turn signals
which shall be installed outboard of the warning lights in matching bezels located above the
headlamps.
SIDE MARKER/ TURN SIGNALS
The sides of the cab shall include (2) LED round side marker lights which shall be provided just
behind the front cab radius corners.
CORNERING LIGHTS ,
The bumper tail shall include two (2) DOT/NFPA approved halogen steady-on cornering lights with
clear lenses in the upper position, one (1) each side.
MARKER AND ICC LIGHTS
In accordance with FMVSS, there shall be five (5) cab LED marker lamps designating identification,
center and clearance provided. These lights shall be installed on the face of the cab within full view
of other vehicles from ground level.
GROUND LIGHTS
Each door shall include an incandescent NFPA compliant ground lights mounted to the under side of
the cab. The lights shall include a polycarbonate lens, a housing which is vibration welded and a bulb
.•
The batteries shall be contained within two (2) black powder coated stainless steel battery boxes
which shall be located on the driver and officer side of the chassis, securely bolted to the frame rails.
The boxes shall include drain holes in the bottom for sufficient drainage of water and shall include
phenolic board battery hold downs and a durable, Dry-Deck in the bottom of the tray under each
battery to allow for air flow and drainage.
BATTERY BOX COVER
The battery box enclosures shall include a stainless steel cover which protects the top of the batteries.
The cover shall include flush latches which shall keep the cover secure as well as a handle for
convenience when opening. The battery box covers shall have a black powder coat finish.
BATTERY CABLES
The starting system shall include cables which shall be protected by 275 degree F. minimum high
temperature flame retardant loom, sealed and encapsulated at the ends with heat shrink and sealant.
BATTERY JUMPER STUDS
The starting system sha11 include battery jumper studs. These studs shall be located in the forward
most portion of the driver's side lower step. The studs shall allow the vehicle to be jump started,
charged, or the cab to be raised in an emergency in the event of battery failure.
ALTERNATOR
The starting system shall include a 320 amp 12 volt alternator. The alternator shall include a self-
exciting integral regulator.
SUPER AUTO EJECT 20 AMP KUSSMAUL
A Kussmaul 20 amp Super auto-eject electrical receptacle with a RED weatherproof cover and box
shall be installed on the left side of the cab above the wheel well. It shall automatically eject the plug
when the starter button is depressed.
The U.L. maximum allowable amperage draw on receptacles is generally 80% of their listed rating,
for example, the 20 amp receptacle should not carry more than 16 amp continuous load. When
adding the different amperage draws of the components being installed on the chassis be sure to
factor in whether the components will draw a continuous load or internuttent load.
Amp Draw Reference List:
Kussmaul 1000 Charger - 3.5 Amps
Kussmaul 1200 Charger - 10 Amps
Kussmau135/10 Charger - 10 Amps
1000W Engine Heater - 833 Amps
1500W Engine Heater - 12.5 Amps
120V Air Compressor - 4.2 Amps
BATTERY CONDITIONER KUSSMAUL
:y/
located on the interior of the cab door near the paddle handle or through a keyhole on the exterior of
the door via a 2004 style Hansen door key.
CAB EXTERIOR GRAB FIANDLES
The cab shall include one (1) each 18.00 inch knurled, anti-slip, one-piece exterior assist handle
behind each cab door. The assist handle shall be made of 14 gauge 304- stainless steel and be 1.25
inch diameter to enable non-slip assistance with a gloved hand.
REARVIEW MIRRORS
The cab exterior shall include die cast aluininuxn mirror heads, one (1) each on the radius of the driver
and officer sides of the cab. The mirrors shall be flange mounted to the side of the cab via an 8.375
inch long die cast aluminum arm and shall measure approximately 9.75 inches wide X 13.00 inches
high. The flat face mirrors shall be horizontal with vertical actuation, which includes a chrome plated
mirror back. The mirrors shall include the finest quality non-glare glass and shall include a rigid
mounting thereby reducing vibration. Both of the mirrors shall be corrosion free under all weather
conditions.
CAB FENDERS
Full width wheel well liners shall be installed on the extruded cab to limit road splash and enable
easier cleaning. The outer fenderette shall be made of polished stainless steel.
MUD FLAPS FRONT ,
The front wheel wells shall have mud flaps installed on them.
EXTERIOR EMBLEM
The front and each cab side shall include one (1) manufacturer's emblem installed on the outside of
the cab above each front wheel well. The front of the cab shall include one (1) manufacturer's
emblem installed on the outside of the cab within the grille.
IGNITION
The master starting system, ignition system shall include chrome thumb turn switch which shall be �
mounted on the driver side of the cab to the left of the steering wheel on the dash. Each switch will
be accompanied by (1) green LED indication light which shall light when the ignition is in the "ON"
position and (1) for the master battery switch when in the "ON" position. The thumb turn switches
shall also be accompanied by a chrome push button which shall only operate when both the master
battery and ignition thumb switches are in the "ON" position.
BATTERIES
The single start electrical system shall include six (6) batteries with a 210 minute reserve capacity and
4/0 welding type dual path starter cables per SAE J541. The cables shall have encapsulated ends with
heat shrink and sealant.
BATTERY BOX STAINLESS STEEL
SOth percentile male dununy weighing 165 pounds as referenced in FMVSS 208. The model of seats
shall also have successfully completed the flammability of materials used in the occupant
compartments of motor vehicles as outlined in FMVSS 302, of which decides the burning rate of
materials in the occupant compartments of motor vehicles.
I�orward FACING SEAT BACK
The rear facing outboard seat shall feature a SecureAllTM SCBA locking system which shall be one
bracket model and store all U.S. and International SCBA brands and sizes while in transit or for
storage within the seat back. The bracket shall be easily adjustable with a11 adjustment points using
similar hardware and adjustments with one tool.
The bracket system shall be free of straps and clamps that may interfere with auxiliary equipment on
SCBA units. The center guide fork shall keep the taken in place for a safe and comfortable fit in the
seat back cavity. The SCBA unit simply needs to be pushed against the pivot arm to engage the
patented auto- locking system. Once the lock is engaged, the top clamp shall surround the top of the
SCBA tank for a secure fit in all directions.
The SecureAllTM shall include a release handle which shall be integrated into the seat cushion for
quick and easy release. This shall eliminate the need for straps or pull cords to interfere with other
SCBA equipment.
WINDSHIELD WII'ER SYSTEM
The cab shall include a parallel arm wiper system which shall clear the windshield of water, ice and
debris. There shall be two (2) windshield wipers, one (1) for the driver and one (1) for the officer,
which shall be affixed to a rod style arm. The system shall include dual motors which shall initiate
the arms in which both the driver and officer windshield wipers are attached, initiating a back and
forth motion for each wiper. The wiper motors shall be activated by an internuttent wiper control
located within easy reach of the driver's position.
ELECTRO�NIC WINDSHIELD FLUID LEVEL INDICATOR
The windshield washer fluid level shall be monitored electronically and sha11 send a signal to activate
a light in the instrument panel when levels fall below normal.
CAB DOOR HARDWARE
The cab entry doors shall be equipped with exterior pull handles, suitable for use while wearing
firefighter gloves. The handles shall be aluminum with a polished chrome plated fuush. The exterior
pull handles shall include a scuff plate behind the handle constructed of polished stainless steel. All
doors shall be keyed alike and designed to prevent accidental lockout.
The interior latches shall be black flush paddle type, which are incorporated into an upper door panel.
DOOR LOCKS .
The entry doors shall include an independent manual door lock actuated through the a toggle switch
45
compartments of motor vehicles as outlined in FMVSS 302, of which decides the burning rate of
materials in the occupant compartments of motor vehicles.
REAR FACING OUTBOARD SEAT BACK `
The rear facing outboard seat shall feature a SecureAllTM SCBA locking system which shall be one
bracket model and store all U.S. and International SCBA brands and sizes while in transit or for
storage within the seat back. The bracket shall be easily adjustable with all adjustment points using
similar hardware and adjustments with one tool.
The bracket system shall be free of straps and clamps that may interfere with auxiliary equipment on
SCBA units. The center guide fork shall keep the taken in place for a safe and comfortable fit in the �
seat back cavity. The SCBA unit simply needs to be pushed against the pivot arm to engage the
patented auto- locking system. Once the lock is engaged, the top clamp shall surround the top of the
SCBA tank for a secure fit in all directions. •
The SecureAllTM shall include a release handle which shall be integrated into the seat cushion for
quick and easy release. This shall eliminate the need for straps or pull cords to interfere with other
SCBA equipment.
SEAT BELT ORIENTATION
The crew position seat belts shall follow the standard orientation which extends from the left hand
shoulder extending to the right hand hip.
FORWARD FACING CENTER SEAT OUANTITY
The crew area shall include two (2) forward facing center crew seats with both located at the center of '
the rear wall.
FORWARD FACING CENTER SEAT
H.O. Bostrom Firefighter series. The seat shall feature a tapered and padded seat, and cushion. The
seat and cushion shall be spring load hinged and compact in design for additional room and shall
remain in the stored position until occupied.
The seat shall feature an all belts to seat (ABTS) style of safety restraint. The ABTS feature shall
include a red, three-point shoulder hamess with the lap belt and automatic retractor as an integral part
of the seat assembly. The buckle portion of the seat belt shall extend from the seat base towards the
driver position within easy reach of the occupant.
The minimum vertical dimension from the seat H-point to the ceiling for each belted seating position
shall measure at minimum 37.00 inches, from the height adjustment in its lowest position and the
suspension inflated and/ or raised to the upper limit of its travel to the cab ceiling.
This model of seat shall have successfully completed the static load tests by FMVSS 207/210. This
testing shall include a simultaneous forward load of 3000 pounds each on the lap and shoulder belts
and twenty (20) times the weight through the center of gravity. This model of seat installed in the cab
model, as specified, shall have successfully completed the dynamic sled testing using FMVSS 208 as
a guide with the following accoxnxnodations. In order to reflect the larger size outfitted firefighters,
the test dummy used sha11 be a 95th percentile hybrid III male weighing 225 pounds rather than the
center of gravity. The model of seats shall also have successfully completed the flammability of
materials used in the occupant compartments of motor vehicles as outlined in FMVSS 302, of which
decides the burning rate of materials in the occupant compartments of motor vehicles.
OFFICER SEAT BACK
The officer's seat shall feature a SecureAllTM SCBA locking system which shall be one bracket model
and store all U.S. and International SCBA brands and sizes while in transit or for storage within the
seat back. The bracket shall be easily adjustable with all adjustment points using similar hardware
and adjustments with one tool.
The bracket system shall be free of straps and clamps that may interfere with auxiliary equipment on
SCBA units. The center guide fork shall keep the taken in place for a safe and comfortable fit in the
seat back cavity. The SCBA unit simply needs to be pushed against the pivot arm to engage the
patented auto- locking system. Once the lock is engaged, the top clamp shall surround the top of the
SCBA tank for a secure fit in all directions.
The SecureAllTM shall include a release handle which shall be integrated into the seat cushion for
quick and easy release. This shall eliminate the need for straps or pull cords to interfere with other
SCBA equipment.
REAR FACING OUTER SEAT QUANTITY
The crew area shall include two (2) rear facing crew seats, which include one (1) located directly
behind the driver seat and one (1) located directly behind the officer seat.
REAR FACING OUTBOARD SEAT
The crew area shall include a seat in the rear facing outboard position which shall be a H.O. Bostrom
Firefighter series. The seat shall feature a tapered and padded seat, and cushion. The seat and
cushion shall be spring load hinged and compact in design for additional room and shall remain in the
stored position until occupied.
The seat shall feature an all belts to seat (ABTS) style of safety restraint. The ABTS feature shall
include a red, three-point shoulder harness with the lap belt and automatic retractor as an integral part
of the seat assembly. The buckle portion of the seat belt shall extend from the seat base towards the
driver position within easy reach of the occupant.
The minimum vertical dimension from the seat H-point to the ceiling for each belted seating position
shall measure at minimum 37.00 inches, from the height adjustment in its lowest position and the
suspension inflated and/ or raised to the upper limit of its travel to the cab ceiling.
This model of seat shall have successfully completed the static load tests by FMVSS 207/210. This
testing shall include a simultaneous forward load of 3000 pounds each on the lap and shoulder belts
and twenty (20) times the weight through the center of gravity. This model of seat installed in the cab
model, as specified, shall have successfully completed the dynamic sled testing using FMVSS 208 as
a guide with the following accommodations. In order to reflect the larger size outfitted firefighters,
the test dummy used shall be a 95th percentile hybrid III male weighing 225 pounds rather than the
SOth percentile male dummy weighing 165 pounds as referenced in FMVSS 208. The model of seats
shall also have successfully completed the flammability of materials used in the occupant
43
The driver's seat shall be an H.O. Bostrom Siena model seat with air suspension. The seat shall
feature four (4) way adjustment and shall include a tapered and padded seat cushion. The seat shall
also feature integral springs to isolate shock.
There shall be a red, three-point shoulder harness with lap belt and an automatic retractor attached to
the cab and available to the seat. The buckle portion of the seat belt shall be mounted on a rigid or
semi-rigid stalk such that the buckle remains positioned in an accessible locati.on. The seat belt
assembly anchorages shall conform to the Federal Safety Standard (FMVSS) No. 210, "Seat belt
assembly anchorages".
The minimum vertical dimension from the seat H-point to the ceiling for each belted seating position
shall be 37.00 inches measured with the height adjustment in its lowest position and the suspension
inflated and/ or raised to the upper limit of its travel.
This model of seat shall have successfully completed the static load tests by FMVSS 207, 209, 210
and 302 in effect at the time of manufacture. This testing shall include a simultaneous forward load
of 3000 pounds each on the lap and shoulder belts and twenty (20) times the weight through the
center of gravity. The model of seats shall also have successfully completed the flammability of
materials used in the occupant compartments of motor vehicles as outlined in FMVSS 302, of which
decides the burning rate of materials in the occupant compartments of motor vehicles.
DRIVER SEAT BACK
The driver's seat shall feature a two (2) way adjustable lumbar support and offer an infinite fully '
reclining adjustable titling seat back. The seat back sha11 also feature a contoured head rest.
OFFICER SEAT
The officer's seat shall be an H.O. Bostrom Sierra model seat. The seat shall feature four (4) way
adjustment and shall include a tapered and padded seat cushion. The seat shall also feature integral
springs to isolate shock.
There shall be a red, three-point shoulder harness with lap belt and an automatic retractor attached to
the cab and available to the seat. The buckle portion of the seat belt shall be mounted on a rigid or
semi-rigid stalk such that the buckle remains positioned in an accessible location. The seat belt
assembly anchorages sha11 conform to the Federal Safety Standard (FMVSS) No. 210, "Seat belt
assembly anchorages".
The minimum vertical dimension from the seat H-point to the ceiling for each belted seating position
shall be 37.00 inches measured with the height adjustment in its lowest position and the suspension
inflated and/ or raised to the upper limit of its travel.
This model of seat sha11 have successfully completed the static load tests by FMVSS 207, 209, 210
and 302 in effect at the time of manufacture. This testing shall include a simultaneous forward load
of 3000 pounds each on the lap and shoulder belts and twenty (20) times the weight through the
:�
The inner door panel surfaces shall be painted with a silver gray texture fuush.
SWITCH PANEL CENTER
The center panel shall include eighteen (18) switches, twelve (12) over six (6) towards the driver side
of the panel.
SWITCH PANEL DRIVER
The interior shall include a durable vacuum formed ABS composite switch panel which shall be
located in the left of the dash. This panel shall include eight (8) total switches with six (6) across the
top of the panel and two (2) below, all of which shall be appropriately labeled as to their specific
function.
Proposals offering add-on style panel shall not be considered, all panels shall be designed for the
specific chassis and shall match the interior for a more uniform and attractive appearance.
SWITCH PANEL OFFICER
The interior shall include a durable vacuum formed ABS composite switch panel which shall be
located on the officer side of the dash and shall not include any switches.
SWITCH PANEL IGNITION
The vehicle shall be equipped with a keyless ignition and master, with an"Off/ On" and a two switch
for "Off/ Start".
SEATBELT WARNING SYSTEM
A seatbelt warning system shall be installed for each seat within the chassis. The system shall
provide visual and audible warning when any seat is occupied (sixty pounds minimum), the
corresponding seat belt remains unfastened, and the park brake is released.
Once activated, the visual and audible indicators shall remain active until all occupied seats have the
seat belts fastened.
SEAT MATERIAL
The seats shall include a covering of high strength, wear resistant fabric made of durable ballistic
polyester. A PVC coating shall be bonded to the back side of the material to help protect the seats
from W rays and from being saturated or contaminated by fluids.
SEAT COLOR
All seats supplied on the chassis shall be gray in color. This material shall be semi- resistant to UV
rays and from being saturated or contaminated by fluids.
DRIVER SEAT
�
The interior door trim on the front doors shall include a customer nameplate which states the vehicle
was custom built for their Department.
CAB DOOR TRIM REFLECTIVE
A reflective chevron sign shall be installed on the lowest portion of the inner door panel, one (1) on
each door. A stripe of reflective tape shall be installed at the outer edge of each door.
INTERIOR GRAB HANDLE
A rubber covered 11.00 inch grab handle shall be provided on the inside of the cab on the hinge post '
at the driver and officer doors. The handle shall assist personnel in exiting and entering the cab.
GRAB �IANDLE FRONT DOOR
Each front door shall include one (1) ergonomically contoured 9.00 inch cast aluminum handle
mounted horizontally on the interior door panels. The handles shall feature a textured black powder
coat finish and provide ease of access and exiting the cab.
INTERIOR GRAB HANDLE REAR DOOR
A black powder coated cast aluminum assist handle shall be provided on the inside of each rear crew
door the full width of the door below the window glass and sha11 measure 30 inches in length. The
handle shall assist personnel in exiting and entering the cab.
ADDITIONAL INTERIOR GRAB HANDLE REAR DOOR
Each interior rear door panel shall include two (2) ergonomically contoured 9.00 inch cast aluxninum
grab handles, one (1) of which shall be mounted horizontally at the upper center portion of the panel, �
and one (1) mounted vertically to the lower inboard portion. Each handle shall feature a textured,
black power coat finish and shall provide ease of access and exiting the cab.
CAB INTERIOR FLOOR MAT COLOR
The cab interior floor mat shall be gray in color.
INTERIOR TR1M VINYL COLOR
The cab interior vinyl trim surfaces shall be gray in color.
INTERIOR ABS TRIM COLOR
The cab interior vacuum formed ABS composite trim surfaces shall be gray in color.
CAB PAINT INTERIOR
The interior metal surfaces shall be painted with a silver gray texture finish.
CAB PAINT INTERIOR DOOR TRIlVI
inch below the surface of the dash and provide a surface area of 13.75 inches wide X 9.50 inches deep
and include a slide-out tray with locking mechanism for easier and more ergonomic typing.
ENGINE TUNNEL TRIM
The cab engine tunnel shall be covered with .44 of an inch thick multi-layer mat consisting of .25
inch closed cell foam, .13 of an inch thick rubber and .06 inch thick non-slip pebble grain.
POWER POINT DASH MOUNT
The cab interior shall include one (1) each 12 volt cigarette lighter type receptacle in the cab dash
dedicated as a power source panel for additional portable or mobile items. The receptacles shall be
wired to be hot when the battery master switch is on.
AUXILIARY POWER POINT ENGINE TUNNEL
The cab interior shall include one (1) 12 volt cigarette lighter type receptacle which shall be provided
on the center of the engine tunnel as a power source for portable or mobile electrical items. The
receptacle shall be connected directly to the batteries.
AUXILIARY POWER POINT COMPARTMENTS
The cab interior shall include one (1) 12 volt cigarette lighter type receptacle. This receptacle shall be
provided to act as a power source for additional portable or mobile items and shall be located in the
glove compartment within the dash.
STEP TRIM
The cab steps shall include Grip Strut� metal grating on the first step, the step closest to the ground.
The step shall include a frame which is integral with the construction of the cab for rigidity and
strength. The metal grating shall allow water and other debris to flow through rather than becoming
packed under the step. The middle step shall be integral with the cab in construction and shall be
trimmed in 3003-H22 embossed aluxninuxn tread plate which is 0.084 inches thick.
STEP TRIM HICKPLATE
The cab steps shall include a kick plate in the rise of each step. The risers shall be trimmed in 3003-
H22 embossed aluminum tread plate which is 0.072 inches thick. The risers in the crew steps shall
include an access door to the batteries constructed DA finish aluminum with a push and turn latch.
INTERIOR DOOR TRIM
The doors of the cab shall include an aluminutn plate the same weight and grade as the cab on the
interior of the door. The aluminum shall be then painted.
DOOR TRIM HICK PLATE
The inner door panels shall include an aluminum tread kick plate which shall be fastened to the lower
portion of the door panels.
DOOR PANEL CUSTOMER NAMEPLATE
�
shall be sealed to reduce moisture and debris.
INTERIOR TRIM VINYL
The cab interior shall include trim on the front and rear crew ceiling, the cab walls and the rear wall
of the cab. The trim shall be constructed of insulated vinyl over a hard board backing. The material
shall be securely fastened to the interior of the cab utilizing snap style fasteners with a decorative
fastenar for a more appealing appearance.
HEADER TR1M
The cab interior shall include the header above the driver and officer positions which shall be
constructed of vacuum formed ABS panel. The positions shall include robust styling grooves which
shall offer durability and additional structure to the panel.
INTERIOR TRIM SUN VISOR
The header shall include one (1) sun visor above the driver and officer seating positions and above the
windshield spanning the length of each windshield. Each sun visor shall be constructed of masonite
and covered with insulated vinyl. There shall be an additional extension from the sun visor which
shall be high impact resistant, flame resistant, solar gray colored polycarbonate.
CAB INTERIOR TRIM LH DASH ABS
The driver side dash shall be a(1) piece hinged panel which shall be constructed of durable vacuum
formed ABS composite panel which shall be custom molded for a perfect fit surrounding the dash.
The ABS shall be aesthetically pleasing in its gray coloring.
CAB INTERIOR CENTER DASH
The main center dash cover shall be constructed of durable vacuum formed ABS composite. The
cover shall include (3) panels within the dash which shall accommodate any additional gauges and
controls. All gauges and controls within the panels shall be backlit for night vision and clearly
identified representative of their specific function. The center panel shall be within comfortable reach
of both the driver and officer due to its ergonomic and aesthetically pleasing design.
TRiM OFFICER DASH
The cab interior dash trim officer panel shall consist of a vacuum formed ABS composite module,
which contains a glove compartment with a hinged locldng door. The compartment size shall be
13.00 inches wide X 6.00 inches high X 5.50 inches deep.
A Mobile Data Temunal (MDT) provision shall be provided above the glove compartment. The
MDT provision shall be recessed 3.00 inches below the surface of the dash. The surface area of the
MDT provision shall be 13.75 inches wide X 9.50 inches deep.
TRIM OFFICER DASH
The cab interior officer panel dash trim shall consist of 5052-H32 Marine Grade, .090 of an inch
thick, one hundred percent primary aluminum plate consisting of a glove compartment with a hinged
locking door and a mobile data ternunal provision. The mobile data provision shall be recessed 7.00
:
CLIMATE CONTROL
The cab shall include a 57,600 BTU front overhead heater/defroster which shall be provided and
installed above the windshield between the sun visors. The temperature and blower controls shall be
located on the heater/defroster unit.
The cab shall also include a combination heater air-conditiorung unit mounted on the engine tunnel.
This unit shall offer eight (8) adjustable louvers, a temperature control valve and two (2) blowers
offering three (3) speeds which shall be capable of circulating 550 cubic feet of air per minute. The
unit shall be rated for 42,500 BTU of cooling and 36,000 BTU of heating.
All auxiliary heating units shall be plumbed in series independent of the heater/defroster system. One
(1) seasonal shut-off valve for the auxiliary heater series shall be supplied at the front corner on the
officer side of the cab.
The air conditioner lines shall be a mixture of custom bent zinc coated steel fittings and flexible hose
with crimp-on fittings.
CLIMATE CONTROL ACTIVATION
The heating controls, and air conditioning if included, shall be located on the climate control unit.
HEATER HOSE INSULATION
The heater hoses leading from the engine to the cab shall include a foam insulation wrap which runs
the length of the hose improving heating in extreme cold climates. 'The heating hoses which shall be
routed inside the cab shall not be insulated.
A/C CONDENSER LOCATION
A roof mounted A/C condenser shall be installed centered on cab forward of raised roof against the
slope rise.
A/C COMPRESSOR
The air-conditioning compressor shall be an engine driven.
CAB CIRCULATION FANS FRONT
The cab shall include two (2) individually switched all metal construction 6.00 inch windshield
defogger fans which shall be installed in the front cab corners.
INTERIOR TRIM FLOOR MAT
The floor of the cab shall be covered with a multi-layer mat consisting of .25 inch sound absorbing
closed cell foam and a.06 inch non-slip vinyl surface with a pebble grain finish. The covering shall
be held in place by a pressure sensitive adhesive with aluminum cornering trim. All exposed seam
37
in the middle of the cab which is approximately 225 square inches. These windows shall be fixed
within this space. These windows shall be in the shape of a right angle and be mounted in a black
rubberized frame.
WINDOW TINT UPPER SIDE MIDDLE
The window located in the upper section on the side in the middle of the cab shall include a standard
green automotive tint which shall allow seventy-five (75) percent light transmittance.
CAB GLASS UPPER SIDE REAR DOOR
The middle section of the raised roof on the driver and officer sides of the cab shall include a window
which is approximately 430 square inches. These windows shall be fixed within this space. These
windows shall be rectangular in shape and be mounted in a black rubberized frame.
WINDOW TINT UPPER SIDE REAR DOOR
The window located in the upper section of the rear crew doors shall include a standard green
automotive tint which shall allow seventy-five (75) percent light transmittance.
CAB GLASS UPPER RAISED ROOF
The forward section of the raised roof on the driver and officer sides of the cab shall include a
window which is approximately 150 square inches. These windows shall be fixed within this space
and shall be in the shape of a right angle. The windows shall be mounted in a black rubberized frame.
The glass utilized for these windows shall include a green automotive tint unless otherwise noted. '
WINDOW TINT UPPER FRONT
The forward section of the raised roof on the driver and officer sides of the cab shall include a
standard green automotive tint which shall allow seventy-five (75) percent light transmittance. ,
INSULATION PACKAGE
Additional insulation in the cab shall be installed to improve air-conditioning and/or heating in
extreme weather climates as well as reducing road noise. The sides, roof and rear wall of the cab shall
contain 1" thick multilayered insulation.
ENGINE TUNNEL AND UNDER CAB INSULATION �
The exterior of the cab tunnel surrounding the engine shall include reinforced closed cell foam
insulation. The insulation shall measure 1.00 inch thick and shall include a foil backing and grid
reinforcement. The foam shall be cut precisely to fit each section and sealed for additional heat and
sound deflection. The insulation under the tunnel sha11 act as a noise barrier absorbing noise from �he
engine as well as assisting in sustaining the desired climate within the cab interior.
Additionally, the entire underside of the cab shall include reinforced closed cell foam insulation. The
insulation shall measure 1.00 inch thick and shall include a foil backing and grid reinforcement. The
foam shall be cut precisely to fit each section and sealed for additional heat and sound deflection.
The insulation under the cab floor shall act as a noise barrier absorbing noise from the road as well as
assisting in sustaining the desired climate within the cab interior.
36
CAB GLASS REAR DOOR DRIVER SIDE
The rear driver's side crew door shall include a window which is approximately 800 square inches.
This window shall have the capability to roll down completely within the door housing. This shall be
accomplished manually utilizing a crank sryle handle on the inside of the door.
WINDOW TINT DRIVER SIDE
The driver side window shall include a standard green automotive tint which shall allow seventy-five
(75) percent light transmittance.
CAB GLASS SIDE MID RH FIXED
The cab shall include a window on the officer's side behind the front and ahead of the crew doors
which shall measure approximately 400 square inches. This window shall be fixed within this space
and shall be rectangular in shape. The window shall be mounted in a black rubberized frame. The
glass utilized for this window shall include a green automotive tint unless otherwise noted.
WINDOW TINT MIDDLE OFFICER SIDE
The window on the officer side of the cab located between the driver and officer doors shall include a
standard green automotive tint which shall allow seventy-five (75) percent light transmittance.
CAB GLASS SIDE MID DRIVER SIDE
The cab shall include a window on the driver's side behind the front door and ahead of the crew door
and above the wheel well which shall measure approximately 400 square inches. This window shall
be fixed within this space and shall be rectangular in shape. The window sha11 be mounted using self
locking window rubber. The glass utilized for this window shall include a green automotive tint
unless otherwise noted.
WINDOW TINT MIDDLE DRIVER SIDE
The window on the driver side of the cab located between the driver and officer doors shall include a
standard green automotive tint which shall allow seventy-five (75) percent light transmittance.
CAB GLASS UPPER SIDE FRONT
The raised roof on the driver and officer sides of the cab shall include a window which is
approximately 85 square inches. These windows sha11 be fixed within this space. These windows
shall be in the shape of a right angle and be mounted in a black rubberized fiame.
WINDOW TINT UPPER SIDE FRONT
The window located in the upper section on the side towards the front of the cab shall include a
standard green automotive tint which shall allow seventy-five (75) percent light transmittance.
CAB GLASS UPPER SIDE MIDDLE
The middle section of the raised roof on the driver and officer sides of the cab shall include a window
35
A 25.00 foot harness shall be provided on the right side of frame just behind the cab and include a 6
pin Deutsch connector with cap for mounting in a compartment in the body, which shall include a
17.00 foot extension harness which shall be provided between the connector on the harness from the
tilt pump and the connector on the remote control pendant. The remote control pendant shall also
include 20.00 feet of cable which includes a mating connector to a mating connector to mate with the
25.00 foot harness.
CAB TILT ACTUATION WARNING LIGHT
The cab interior shall include a light located within the instrument panel which shall only illuminate
when the cab is unlocked and ajar, the light shall go out when the cab is in the fully lowered position
and the hold down hooks are secured and locked to the cab mount.
CAB WINDSHIELD
The cab windshield shall have a in�'�ni�,mum of �600 sq. in. area and be of the wraparound design,
approximately 52.00 inches wide X 27.00 inches high, for maximuxn visibility. The distance from the
Driver or Officer to the front windshield shall be a minimum of 42.00 inches at the furthest seated
position. This distance shall ensure the safety of the Driver and Officer from intruding objects in the
unlikely event of a head on collision. All glass utilized for the windshield or windows shall include
an automotive tint. The left and right windshield shall use the same interchangeable glass.
CAB GLASS FRONT DOORS
The front cab doors shall include a window which is approximately 800 square inches� These
windows shall have the capability to roll down completely into the door housing. This shall be
accomplished manually utilizing a crank style handle on the door. The windows shall be mounted in a
black anodized aluminum frame with lower drain slots. The glass utilized for these windows shall
include a green automotive tint unless otherwise noted.
WINDOW TINT FRONT
The cab windshield sha11 have a standard green automotive tint which shall allow seventy-five (75)
percent light transmittance.
The cab driver and officer door glass shall have a standard green automotive tint which shall allow
seventy-five (75) percent light transmittance.
CAB GLASS REAR DOOR OFFICER SIDE
The rear officer's side crew door shall include a window which is approximately 800 square inches.
This window shall have the capability to roll down completely within the door housing. This shall be
accomplished manually utilizing a crank style handle on the inside of the door. The window shall be
mounted in a black anodized aluxninum frame with lower drain slots. The glass utilized for this
window shall include a green automotive tint unless otherwise noted. '
WINDOW TINT OFFICER SIDE
The officer side window shall include a standard green automotive tint which shall allow seventy-five
(75) percent light transmittance.
34
the bumper on the driver side. _
AIR HORNS , ,
The front bumper sha11 include two (2) air horns which shall measure 24.50 inches long with a 6.00
inch round flare. The air hom shall be a trumpet style and shall include a chrome finish.
AIlt HORN LOCATION
The air horns shall be recess mounted in the front bumper face, one (1) on the driver side of the
bumper in the inboard position relative to the left hand frame rail and one (1) on the officer side of the
bumper in the inboard position relative to the right hand frame rail.
AIlt HORN AIR RESERVOIR
One (1) air tank, with a 1200 cubic inch reservoir, shall be installed on the chassis to act as a supply
tank for operating air horns. The reservoir shall be isolated with a 90 PSI pressure protection valve
on the reservoir supply side to prevent depletion of the air to the air brake system.
FRONT BUMPER TOW HOOKS
Two (2) heavy duty tow hooks, painted black�shall be installed below the front bumper, forward
position and bolted directly to the chassis frame with grade 8.00 bolts.
CAB TILT SYSTEM
The entire cab shall be capable of tilting 45.00 degrees to allow for easy maintenance of the engine
and transmission. The lift system shall include an ignition interlock and red lock down indicator
lamp, which shall illuxninate when holding the "Down" switch to indicate safe road operation. It shall
be necessary to activate the master battery switch with the park brake set in order to tilt the cab. Two
cab tilt cylinders shall be provided with velocity fuses in each cylinder port. The cab pivots shall be
1.90" ball and be anchored to frame brackets with 1.25" diameter studs.
Two (2) spring loaded hydraulic hold down hooks located outboard of the frame which shall be
installed designed for holding the cab securely to the frame. A steel safety assembly shall be installed
on the right side cab lift cylinder to prevent accidental cab lowering. The safety assembly shall fall
over the lift cylinder when the cab is in the "Up" position. A cable release system shall also be
provided to clear the safety assembly from the lift cylinder when lowering the cab.
CAB TILT LIMIT SWITCH
A cab limit switch shall be installed. The switch will effectively lixnit cab's travel when being tilted.
The final adjustmerit of the switch shall be performed by the apparatus manufacturer to prevent
damage to the cab and any bumper mounted option mounted in the cab tilt azc.
CAB TILT ALARM
A cab tilt alarm shall be installed and shall automatically activate when the cab tilt is actuated acting
as a notification and warning.
CAB TILT CONTROL RECEPTACLE `
33
The front bumper shall be extended 24.00 inches ahead of the cab.
FRONT BUMPER EXTENSION WIDTH
The front bumper extension shall include an overall width of 34.25 inches.
FRONT BUMPER REINFORCEMENT
The bumper shall feature a 10.00 inch high .375 inch thick ASTM- A-36 steel plate mounted directly
behind the bumper which shall offer additional strength.
FRONT BUMPER APRON �
The bumper extension shall include a bumper apron which consists of 0.19 inch thick aluminum tread
plate constructed for an exact fit within the 24.00 inch bumper extension. The apron shall be installed
between the bumper and the front face of the cab affixed using stainless steel bolts attaching the apron
to the bumper flange.
FRONT BUMPER CENTER HOSEWELL
The buxnper shall include a hose well in the front bumper, constructed of 0.13 inch 5052-H32 grade
aluminum and located in the center of the apron between the fraxne rails. The hose well shall include
a cover constructed of 0.19 inch thick bright embossed aluminum tread plate. The hose well shall be
capable of carrying 150' of 1 3/4 fire hose. The hose well shall incorporate a raised lip around the
perimeter to prevent drainage of water and debris into the hose well
�
FRONT BUMPER COMPT COVER HARDWARE
The front bumper compartment shall include a cover constructed of 0.1875 inch diamond tread plate.
The cover shall include a hinge at the back of the compartment towards the cab and shall include gas
cylinder stays which shall hold the cover open. The cover shall stay in the closed position via a D-
ring style latch. If required a buxnper shall be placed on the cover to prevent it from striking the grill
when it's in the open position. The cover shall close completely around the raised lip of the hose
well. .
FEDERAL 02B SIREN
The front buxnper shall include an electro mechanical Federal Q2BTM siren, which shall be
streamlined, chrome-plated and shall produce 123.00 decibels of sound at 10.00 feet.
SIREN LOCATION
The siren shall be shall be recess mounted in the front bumper face on the furthest outboard section of
32
frame.
Any proposals not including additional reinforcement for each cross member shall not be considered.
All holes for bolts shall be drilled into the frame rails, preventing fracture or fatigue. Each hole shall
be custom placed relative to its component preventing unnecessary holes that present fatigue along
each frame rail. �
The frames proposed shall be custom drilled for each component and shall not include any
unnecessary holes. '
All relief areas shall be cut in with a minimum 2.00 inch radius at intersection points with the edges
ground to a smooth finish to prevent a stress concentration point.
The frame and cross members shall carry a lifetime warranty to the original purchaser. A copy of the
frame warranty shall accompany the bid.
Proposals offering warranties for frames not including cross members shall not be considered.
FRAME CLEAR AREA '
The chassis frame shall be left clear of chassis mounted components outside the fraxne rails within the
first 30.00 inches behind the cab to allow space for OEM installed components.
FRA.ME WARRANTY
The frame and cross members shall carry a lifetime warranty to the original purchaser.
FRAME PAINT
The frame shall be powder coated black prior to any attachment of components.
All powder coatings, primers and paint shall be compatible with all metals, pretreatments and primers
used. The cross hatch adhesion test per ASTM D3359 shall not have a fail of more than ten (10)
squares. The pencil hardness test per ASTM D3363 shall have a fmal post-curved pencil hardness of
H-2H. The direct impact resistance, per ASTM D2794, shall have a direct impact resistance of
120.00 inches per pound at 2 mils. The salt spray resistance per ASTM B-117-97 shall pass 500
hours of salt spray test. The applied process shall allow the application of other products over it and
still maintain or exceed the 500 hours salt spray test.
Any proposals offering painted frame with variations from the above process shall not be accepted.
The film thickness of vendor supplied parts shall also be sufficient to meet the performance standards
as stated above.
FRONT BUMPER
A one piece, two (2) rib wrap-around style, polished stainless steel front bumper shall be provided.
The material sha11 be 10 gauge 304 stainless steel, 12" high and 99" wide.
FRONT BUMPER EXTENSION LENGTH
31
AIR HORN SHUT-OFF VALVE
A shut-off valve located in the driver's dash shall be installed in the air horn supply line.
REAR AII2 TANK MOUNTING
The air reservoir located towards the rear of the chassis shall be installed parallel to the frame.
WHEELBASE
The chassis wheelbase shall be approximately 199.00 inches.
REAR OVERHANG
The chassis rear overhang shall be approximately 51.00 inches.
FRAME
The frame shall consist of single side rails and cross members fornung a ladder style frame. The
sides of the rails shall be constructed of "C" channel, 10.25 inches high X 3.5 inches deep X 38
inches thick, 110,000 psi xninimum yield high strength low alloy steel. Each rail shall be considered
on the following key items: Each rail shall be rated by a Resistance Bending Moment (RBM)
minimum of 1,830,400 inch pounds and have a minimum section modulus of 16.64 cubic inches
calculated by the radius method. The frame shall measure 34.25 inches in width.
RBM refers to the measure of stiffness of a cross section relative to the yield stress of the material the
frame is manufactured from.
Every cross sectional profile of an object has a measure of its mechanical properties based on its
shape. These properties of its shape can be broken down relative to the horizontal and vertical
direction, represented as Ixx and Iyy. These act as a measure of the shape's resistance to bending.
The section modulus of mass of this profile takes into consideration the stresses imposed on this
profile when a load is applied, by considering the maximum distance from the center of the profile to
its outer most extremity. Section modulus is a method of ineasurement for the relative stiffness of a
beam section and is based on the horizontal and vertical directional value plus the distance from the
center of mass to the extremities of the cross section from the coordinate axis, such that Zyy = Iyy/Y
and Zxx = Ixx/X.
Proposals calculating the frame strength using the "box method" shall not be considered.
Proposals including heat treated rails shall not be considered. Heat treating frame rails produces rails
that are not uniform in their mechanical properties throughout the length of the rail. Rails made of
high strength, low alloy steel are already at the required yield strength prior to fomung the rail.
A minimum of seven (7) fully gusseted 0.25 inch thick cross members shall be installed. The
inclusion of the engine mounting, body mounting, pump mounting or bumpers shall not be considered
as a cross member. The cross members shall be attached using grade 8 flanged head bolts and flanged
lock nuts. Each cross member shall be mounted to the frame rails a minimum of utilizing 0.25 inch
thick gusset reinforcement plates at all corners balancing the area of force throughout the entire
30
"unload" cycle. The turbo cutoff valve allows purging of moisture and contaminants without the loss
of turbo boost pressure. The air dryer sha11 be located on the right frame rail behind the officer step.
FRONT BRAKE CFIAMBERS
The front brakes shall be provided with MGM type 30 brake chambers.
REAR BRAKE CHAMBERS
The rear axle shall include TSE 30/30 brake chambers which shall convert the energy of compressed
air into mechanical force and motion. This shall actuate the brake camshaft, which in turn shall
operate the foundational brake mechanism forcing the brake shoes against the brake drum. The TSE
Type 30 brake chamber shall offer a 30.00 square inch effective area.
AIR COMPRESSOR
The air compressor provided for the engine shall be a two (2) cylinder reciprocating compressor
which shall be capable of producing a minimum of 18.7 CFM. The air compressor shall feature a
higher delivery efficiency translating to more air delivery per horsepower absorbed. Superior piston
and bore finishing technology shall reduce oil consumption up to 90% significantly reducing the
system component life. The compressor shall include an aluminum cylinder head which shall
improve cooling, reduce weight and decrease carbon formation.
AIlZ GOVERNOR
An air governor which shall cut-in and cut-out pressures on the vehicle shall be provided and shall be
adjusted so that the maximum pressure in the air system and the minimum cut-in pressure. The air
governor shall be located on the air cleaner bracket on the right frame rail behind the officer step.
AUXILIARY AIR RESERVOIR
One (1) auxiliary air tank, 1200 cubic inch reservoir, shall be installed on the chassis to act as an
additional reserve supply to the air system. The reservoir shall be isolated with a 90 PSI pressure
protection valve on the reservoir supply side to prevent depletion of the air to the air brake system.
AIR SUPPLY MOISTURE EJECTORS
Heated, automatic moisture ejectors with a manual drain provision shall be installed on all reservoirs
of the air supply system. The actuation pull cable shall be coiled and tied at the drain valve on the
tank. The supplied lengths shall be sufficient to be extended to the frame rail to allow drains to be
activated from the side of the chassis.
AIR SUPPLY LINES
A dual air system pluxnbed with color coded reinforced nylon tubing air lines sha11 be installed on the
chassis. The primary (rear) brake line shall be green, the secondary (front) brake line red, the parking
brake line orange and the auxiliary (outlet) will be blue.
Brass compression type fittings shall be used on the nylon tubing. All drop hoses shall include fiber
reinforced neoprene covered hoses.
29
FRONT BRAKES
The front brakes shall be minimum 16.5" x 6" S-cam drum type or disc type. �
REAR BRAKES
The rear bPakes shall be minimum 6.50 inch X 7.00 inch S-cam drum type.
PARK BRAKE
Activation of the push-pull valve in the cab, the rear brakes will engage via mechanical spring force.
This is accomplished by dual chaxnber rear brakes, satisfying the FMVSS parking brake requirements.
PARK BRAKE ACTUATION VALVE
A manual hand control push-pull style valve shall operate the parking brake system. The control shall
be yellow in color.
The parking brake actuation valve shall be mounted on the driver's dash within easy access.
FRONT BRAKE SLACK ADJUSTERS
Tlie front brakes shall include automatic slack adjusters shall be installed on the chassis which
features a simple, durable design offering reduced weight. The automatic slack adjusters shall feature
a manual adjusting nut which cannot inadvertently be backed off and threaded grease fittings for easy
serviceability.
REAR BRAKE SLACK ADJCTSTERS
The rear brakes shall include automatic slack adjusters shall be installed on the chassis which features
a simple, durable design offering reduced weight. The automatic slack adjusters shall feature a
manual adjusting nut which cannot inadvertently be backed off and threaded grease fittings for easy
serviceability.
FRONT BRAKE DUST SHIELDS �
The front axle shall be equipped with brake dust shields.
REAR BRAKE DUST SHIELDS
The rear brakes shall be equipped with brake dust shields.
AIR DRYER
The brake system shall include an air dryer. The air dryer incorporates an internal turbo cutoff valve
that closes the path between the air compressor and air dryer purge valve during the compressor
:
A rapid build-up air brake system shall be provided. The air brakes shall include a two (2) air tank,
three (3) reservoir system with a total of 4152 cubic inch of air capacity. A floor mounted treadle
valve shall be mounted inside the cab for graduated control of applying and releasing the brakes. An
inversion valve shall be installed to provide a service brake application in the unlikely event of
primary air supply loss.
The rear axle spring brakes shall automatically apply in any situation when the air pressure loss below
25 PSI with a mechanical means for releasing the spring brake chambers exists. An audible alarm
shall designate when system air pressure is below 60 PSI.
A four (4) sensor, four (4) modulator anti-lock braking system (ABS) shall be installed on the front
and rear axles in order to prevent the brakes from locking or skidding while braking during hard stops
or on icy or wet surfaces. This in tum shall a11ow the driver to maintain steering control under heavy
braking and in most instances, shorten the braking distance. The electronic monitoring system shall
incorporate diagonal circuitry which shall monitor wheel speed during braking through a sensor and
tone ring on each wheel. A dash mounted ABS lamp shall be provided to notify the driver of a
system malfunction. The ABS system shall automatically disengage the auxiliary braking system
device when required. The speedometer screen shall be capable of reporting all active defaults using
PID/SID and FMI standards. .
Automatic traction control which shall be installed on the single rear axle. The automatic traction
control system shall apply the anti-lock braking system when the drive wheels loose traction. . The
system shall scale the electronic engine throttle back to prevent wheel spin while accelerating on ice
or wet surfaces.
Additional handling capabilities shall include roll stability control which shall monitor the vehicles
rollover threshold based on the lateral acceleration. The system shall activate a computerized device
which shall slow the vehicle when the threshold is exceeded in either direction. Normal vehicle
operation shall resume once the problematic conditions cease. Roll stability control shall be integral
with the ABS and ATC systems. �
A momentary rocker style switch shall be provided and properly labeled "mud/snow". When the
switch is pressed once, the system shall allow a momentary wheel slip to obtain traction under
extreme mud and snow conditions. During this condition the ATC light and the light on the rocker
switch shall blink continuously notifying the driver of activation. Pressing the switch again shall
deactivate the mud/snow feature.
The electronic stability control unit (ESC) is a functional extension of the electronic braking system.
It is able to detect any skidding of the vehicle about its vertical axis as well as any rollover tendency.
The control unit comprises an angular-speed sensor that measures the vehicle's motion about the
vertical axis, caused, for instance, by comering or by skidding on a slippery road � surface. An
acceleration sensor measures the vehicle's lateral acceleration. The CAN bus provides information on
the steering angle. On the basis of lateral acceleration and steering angle, an integrated
microcontroller calculates a theoretical angular speed for the stable vehicle condition.
27
Two (2) nitrogen gas charged shock absorbers shall be installed on the rear a�cle suspension.
FRONT TIltES
The front tires shall be 385/65R22.5 "L" tubeless radial XFE regional tread.
The front tire stamped load capacity shall be 20,000 pounds per axle with a speed capacity of 75
miles per hour when properly inflated to 120 pounds per square inch. ,
The front tire US Fire Service Intemuttent Usage load capacity shall be 20,000 pounds per axle with a
speed capacity of 75 miles per hour when properly inflated to 120 pounds per square inch.
REAR TTRES
The rear tires shall be 12R-22.5 16PR "H" tubeless radial XDN2 all weather tread. �
The rear tire stamped load capacity shall be 27,120 pounds per axle with a speed capacity of 75 miles
per hour when properly inflated to 120 pounds per square inch.
The rear tire US Fire Service Intermittent Usage load capacity shall be 28,880 pounds per axle with a
speed capacity of 75 miles per hour when properly inflated to 120 pounds per square inch.
FRONT WHEELS
The front wheels shall be hub piloted, 12.25 inch X 22.50 inch olished and coated aluminum wheels.
REAR WHEELS
The rear wheels shall be hub piloted, 8.25 inch X 22.50 inch polished.and coated aluminum wheels.
WHEEL TRIM
The front wheels shall include stainless steel lug nut covers and stainless steel baby moons with
cutouts for oil seal viewing (there shall be no cutout on front drive or IFS axles). The covers and
baby moons shall feature a mirror shine finish and shall be shipped loose with the chassis for
installation by the apparatus builder.
The rear wheels shall include stainless steel lug nut covers and band mounted spring clip stainless
� steel high hats, also in a miiror shine finish, which shall be shipped loose with the chassis for
installation by the apparatus builder.
The lug nut covers, baby moons, and high hats shall be RealWheels� brand, and constructed of 304L
grade, non-corrosive stainless steel meeting D.O.T. certification standards.
WHEEL GUARDS
The rear dual wheels shall include a plastic isolator approximately 0.04" thick installed between the
inner and outer wheel to help prevent corrosion caused by metal to metal contact.
BRAKE SYSTEM
26
POWER STEERING PUMP
The hydraulic power steering pump shall be gear driven from the engine. The pump shall be a
balanced, positive displacement, sliding vane type.
ELECTRONIC POWER STEERING FLUID LEVEL INDICATOR
The power steering fluid shall be monitored electronically and shall send a signal to activate a light in
the instrument panel when levels fall below normal. '
FRONT AXLE CRAMP ANGLE
The chassis shall have a front axle cramp angle of 50 degrees to the left and right.
CHASSIS ALIGNMENT
The chassis frame rails shall be cross checked to insure the length and to make sure each is square.
The front and rear axles shall be laser aligned, additionally the tires and wheels shall be aligned and
toe-in set on the front tires. The completed apparatus shall be rechecked for proper alignment once
the chassis has been fully loaded.
REAR AXLE
The rear axle shall be built of superior construction and quality components to provide the rugged
dependability needed to stand up to the fire industry's demands. The axle shall include single
reduction gearing and shall have a rated capacity of 24,000 pounds.
REAR WHEEL BEARING LUBRICATION
The reax axle wheel bearings shall be lubricated with oil.
REAR AXLE DIFFERENTIAL LUBRICATION
The rear axle differential shall be lubricated with synthetic oil.
REAR AXLE DIFFERENTIAL CONTROL
A driver controlled differential lock shall be installed on the rear axle. This feature shall allow the
differential to be locked and unlocked when the vehicle is stationary to provide maximum wheel end
traction. The differential lock shall be controlled by a rocker switch on the switch panel. The light on
the switch shall illuminate with positive engagement of the differential control.
VEHICLE TOP SPEED
The top speed of the vehicle shall be approximately 70 MPH +/-2 MPH at governed engine RPM.
REAR SUSPENSION
The single rear axle and suspension capacity shall be rated �000 pounds.
REAR SHOCK ABSORBERS
25
FUEL FILL PROVISIONS
The fuel tank fill ports shall be in-line with the fill port located in the forward position.
FUEL TANK SERVICEABILTY PROVISIONS
The chassis fuel lines shall have additional length provided so the tank can be easily lowered and
removed for service purposes
FRONT AXLE
The front axle shall be a Meritor Easy Steer Non drive front a�e, model number MFS-18. The axle
shall include a 3.74 inch drop and a 71.00 inch king pin intersection (KP�. The axle 'shall include a
conventional style hub with a standard knuckle. The weight capacity for the axle shall be rated to
18,000 pounds.
FRONT WHEEL BEARINGS SYNTHETIC OIL LUBRICATED
The front axle wheel bearings shall be lubricated with synthetic oil. The oil level can be visually
checked via clear inspection windows in the front axle hubs.
FRONT SHOCK ABSORBERS
Two (2) nitrogen gas filled shock absorbers sha11 be provided and installed as part of the suspension
system. The shocks shall be a monotubular design and fabricated using a special extrusion method,
utilizing a single blank of steel without a welded seam, achieving an extremely tight peak-to-valley
tolerance and maintains consistent wall thiclaiess. The monotubular design shall provide superior
strength while maximizing heat dissipation and shock life.
The ride afforded through the use of a gas shock is more consistent and shall not deteriorate with heat,
the same way a conventional oil filled hydraulic shock would.
The front shocks sha11 include a digressive working piston assembly allowing independent tuning of
the compression and rebound damping forces to provide optimum ride and comfort without
compromise. The working piston desigxi shall feature fewer parts than most conventional twin tube
and "road sensing" shock designs and shall contribute to the durability and long life of the shock
absorbers.
FRONT SUSPENSION
The front suspension shall include a spring capacity rated at 18,000 pounds.
STEERING COLUMN/ WHEEL
The cab s steering column shall be a seven (7) position tilt and 2.25 inch telescopic type with an
18.00 inch steering wheel located on the left side of the cab designating the driver's position. The
steering wheel shall be covered with black absorbite padding.
The steering column shall contain a horn button, self-canceling turn signal switch, four-way hazard
switch and headlamp dimmer switch.
24
A temporary jackshaft driveline shall be installed by the chassis manufacturer to accommodate the
mid-ship split shaft pump as specified by the apparatus manufacturer.
DRIVELINE
The driveline jackshaft shall be for a Waterous CSUCIOC model pump which shall be installed by
the original equipment manufacturer or body builder.
DRIVELINE PUMP RATIO
The ratio for the midship pump shall be 2.27.
DRIVELINE PUMP CENTER LINE
The pump driveline shall include a centerline of the rear axle to the center line of the suction
dimension of 88.00 inches.
DRIVELINE PUMP SUCTION HEIGHT
The pump driveline shall be installed with a suction height of 4.25 inches above the frame.
FUEL FILTER/WATER SEPARATOR
The fuel system shall have a fuel filter/water separator with a thermostatically controlled integral
heater as a primary filter. The fuel filter shall have a see through cover to allow visual inspection of
fuel and filter condition and a drain valve.
An instrument panel lamp and audible alarm which indicates when water is present in the fuel-water
separator shall also be included.
FUEL LINES
The fuel system lines shall be black textile braid covered high tensile steel reinforced wire braided
supply and return hoses with steel reusable fittings installed from the tank to engine.
FUEL TANK �
The fuel tank shall have a minimum capacity of fifty (50) gallons and measure approximately 35.00
inches wide X 15.00 inches high X 24.00 inches long. The baffled tank shall be made of 14 gauge
aluminized steel. The tank exterior is painted with black anti-corrosive exterior metal treatment finish.
This results in a tank which offers the internal and external corrosion resistance.
The fuel tank shall be mounted behind the rear axle. The tank can be easily lowered and removed for
service purposes.
The tank shall have a vent port to facilitate venting to the top of the fill neck for rapid filling without
"blow-back" and a roll over ball check vent for temperature related fuel expansion and draw.
The tank is designed with dual draw tubes and sender flanges. The tank shall have 2.00 inch NPT fill
ports for right or left hand fill. A 0.5 inch NPT drain plug shall be centered in the bottom of the tank.
23
to decrease the rate of speed assisting the secondary braking system and slowing the vehicle speed.
TRANSMISSION WARRANTY
The Allison EVS series transmission shall be warranted for a period of five (5) years with unlimited
mileage. Parts and labor shall be included in the warranty.
TRANSMISSION COOLING SYSTEM
The transmission shall include an air to oil cooler integrated into the lower portion of cooling
package. The transmission cooling system shall meet all transmission manufacturer requirements.
The cooling system shall feature a circuit provision located within the hydraulic transmission oil
which shall provide for rapid warm up to the optimum transmission operating temperature.
Proposals offering water to oil style transmission cooling systems shall not be accepted. � �
TRANSMISSION DRIVEN POWER TAKE OFF (PTO)
A OEM supplied ten (10) bolt standard duty clutched drive PTO shall be installed on the '
transmission. Installation shall include mounting of the PTO and wiring the unit with a control
switch.
POWER TAKE OFF
A ten (10) bolt Chelsea model 277-XDFJP-BSRA heavy duty transmission driven PTO shall be
installed. The clutched shifted PTO is designed specifically for the Allison world transmission and
provides torque ranges from 250 to 335 lb. ft. �
TRANSMISSION DRIVEN PROGRAMMING '
The power take off shall be programnied for operator control of engagement at 900 RPM and �
operating range up to a rated disengagement of 1300 RPM. The PTO programming shall provide for
automatic disengagement set at a specified engine speed of 1300 RPM which shall protect equipment
driven from the power take off.
TRANSMISSION DRIVEN PTO LOCATION
The transmission driven power take off (PTO) shall be mounted in the 9:00 o'clock position.
TRANSMISSION DRIVEN PROGRAMMING CONTROL
The power take off shall be controlled via a rocker switch on the dash.
DRIVELINES
All drivelines shall be heavy duty metal tube and equipped with universal joints. The shafts shall be �
dynamically balanced prior to installation to alleviate future vibration. A coated splined slip joint
shall be provided in each driveshaft.
DRIVELINE PUMP
22
The Allison transmission retarder control shall be modulated by one-third at 0% throttle and two-
thirds of the brake pedal actuation and shall include a rocker switch mounted on the dash. The
activation of the retarder shall activate the brake lights. The retarder shall be inactive during pump
mode.
TRANSMISSION PRE-SELECT WITH AUXILLIARY BRAKE
When the auxiliary brake is engaged, the transmission shall automatically seek shifting to second gear
to decrease the rate of speed assisting the secondary braking system and slowing the vehicle speed.
TRANSMISSION MODE PROGRAMMING
The transmission, upon start-up, will automatically select a four (4) speed operation. The fifth speed
over drive shall be available with the activation of the mode button on the shifting pad.
TRANSMISSION FEATURE PROGRAMMING
The EVS group package number 127 shall contain the 198 vocational package in consideration of the
duty of this apparatus as a Pumper. This package shall incorporate an automatic neutral with selector
override. This feature commands the transmission to neutral when the park brake is applied,
regardless of drive range requested on the shift selector. This requires re-selecting drive range to shift
out of neutral for the override. This package shall be coupled with the use of a split shaft PTO and
incorporate puxnping circuits. These circuits shall be used allowing the vehicle to operate in the
fourth range lockup while operating the pump mode due to the 1 to 1 ratio through the transmission,
therefore the output speed of the engine is the input speed to the pump. The pump output can be
easily calculated by using this input speed and the drive ratio of the pump itself to rate the gallons of
water the pump can provide.
An 8 pin Delphi connector will be provided next to the steering column connector. This will contain
the following input/output circuits to the transmission tcm.
Function ID Description
C PTO Request
J Fire Truck Puxnp Mode (4th Lockup)
C Range Indicator
G PTO Enable Output
Signal Return
TRANSMISSION SHIFT SELECTOR
Wire assignment
142
122 / 123
145 (4th)
130
103
An Allison pressure sensitive range selector touch pad shall be provided and located to the right of the
driver within clear view and easy reach. The shift selector will provide a prognostic indicator (wrench
symbol) between the selected and attained indicators.
ELECTRONIC LOW TRANSMISSION OIL LEVEL INDICATOR
The transmission fluid shall be monitored electronically and shall send a signal to activate a light in
the instrument panel when levels fall below normal.
TRANSMISSION PRE-SELECT WITH AUXILLIARY BRAKE
When the auxiliary brake is engaged, the transmission shall automatically seek shifting to second gear
21
engine manufactures requirements.
Proposals shall include an indication light representative of the need for replacement of the air intake
filter and shall be located at the front of the vehicle.
SKIDPLATE FOR AIR CLEANER
A skid plate shall be supplied for the engine air intake system below the right front side of the cab.
The skid plate shall be fastened to the bottom flange of the right side frame rail to provide additional
protection for the air intake system.
EXHAUST SYSTEM
The exhaust system shall include a diesel particulate filter and a diesel oxidation catalyst to meet
current EPA standards. The system shall be designed and installed using 0.065 inch aluminized steel
plumbing from the diesel particulate filter to the discharge which shall terrrunate horizontally on the
officer side of the vehicle ahead of the rear tires. The e�chaust system shall be mounted on the
underside of the frame outboard, maximizing space for the body compartments. All joints along
plumbing following the diesel particulate filter shall be connected with lapping band style clamps.
The system shall include a 5.00 inch diameter plumbing which shall be 0.065 inch thick stainless steel
exhaust between the engine turbo and the diesel particulate filter. The tubing shall include a thermal
cover in order to retain heat between the engine turbo and diesel particulate filter. The entire exhaust
system shall be bolted to the frame and include system joints connected with zero leak clamps
between the turbo and diesel particulate filter.
TAIL PIPE CHROME EXTENSION
A straight chrome exhaust tail pipe extension shall be shipped loose with the chassis for installation
by the apparatus builder.
TRANSMISSION
The drive train shall include an Allison Gen IV-E model EVS 3000 torque converting, automatic
transmission which shall include electronic ,controls and an output retarder. The transmission shall
feature two (2) 10-bolt PTO pads located on the converter housing.
The transmission shall include two (2) internal oil filters and Castrol TranSyndTM synthetic TES 295
transmission fluid which shall be utilized in the lubrication of the EVS transmission. An electronic
oil level sensor shall be included with the readout located in the shift selector.
The Gen IV-E transmission shall include prognostic diagnostic capabilities. These capabilities shall
include the monitoring of the fluid life, filter change indication, and transmission clutch maintenance.
The transmission gear ratios shall be:
lst- 3.49:1; 2"d- 1.86 to 1; 3`d- 1.41 tol; 4`i'- 1.00 to 1; 5"'- 0.75 to 1; 6`�'-0.64 to 1(if applicable); Rev-
5.03 to 1.
TRANSMISSION RETARDER CONTROL
►f317
The cooling system shall be equipped with a surge tank that is capable of being filled and removing
entrained air from the system. The surge tank shall be equipped with a low coolant probe and sight
glass to monitor the level of the coolant. The surge tank shall have a cap that meets the engine
manufactures pressure requirements as well as the system design requirements.
ENGINE COOLANT
The coolant shall contain propylene glycol and de-ionized water to keep the coolant from freezing to
a temperature of -34 degrees F.
LOW COOLANT INDICATOR LIGHT AND TONE ALARM
The instrument panel shall feature a low engine coolant indicator light which shall be located in the
center of the instrument panel. An audible tone alarm shall also be provided to warn of a low coolant
incident.
ENGINE PUMP HEAT EXCHANGER
A single bundle type coolant to water heat exchanger shall be installed between the engine and the
radiator. The heat exchanger shall be designed to prohibit water from the pump from coming in
contact with the engine coolant. This shall allow the use of water from the discharge side of the
pump to assist in cooling the engine.
COOLANT HOSES
The cooling systems hose shall be formed silicone hose and formed aluminized steel tubing and
include with stainless steel constant torque clamps.
ENGINE AIR INTAKE
The engine air intake system shall include an ember separator air intake filter which shall be located
in the front of the cab behind the officer side fascia. This filter shall protect the downstream air filter
from embers using a combination of unique flat and crimped metal screens constructed into a
galvanized steel frame. This multilayered screen shall be designed to trap embers or allow them to
bum out before passing through the pack, while creating only minimal air flow restriction through the
system. Periodic cleaning or replacement of the screen shall be all that is required after installation.
The engine shall also include an air intake filter which shall be bolted to the frame and located under
the front of the cab on the officer side. The completely disposable dry type filter shall ensure
contauunent of dust and debris safely contained inside the disposable housing, eliminating the chance
of contaminating the air intake system during air filter service via a leak-tight seal.
The air flow distribution and dust loading shall be uniform throughout the high-performance filter
cone pack, which shall result in increased capacity and lower pressure differential for improved
horsepower and fuel economy. The air intake shall be mounted within easy access via a hinged panel
behind the headlight module. The air intake system shall include a restriction indicator light in the
warning light cluster which shall activate when the air cleaner element requires replacement.
The charge air cooler hose shall be formed from aluxninized steel tubing and include silicone hump
hose with stainless expansion rings and stainless steel "constant torque" style clamps meeting the
��
ELECTRONIC LOW ENGINE OIL INDICATOR
The engine oil shall be monitored electronically and shall send a signal to activate a light in the
instrument panel when levels fall below normal. The light shall activate in a low oil situation upon
turning on the master battery and ignition switches without the engine n,nn;ng.
ENGINE WAItRANTY
The engine shall be warranted for a minimum period of five (5) years or 100,000 miles, whichever
occurs first.
REMOTE THROTTLE CONTROL HARNESS
An apparatus interface wiring harness for the engine shall be supplied with the chassis. The harness
shall include a connector for connection to the chassis harness which shall ternunate in the left frame
rail behind the cab for reconnection by the apparatus builder. The harness shall contain connectors
for a Class 1 pressure governor/ throttle system as well as a multiplexed gauge. Separate circuits
shall be included for pump controls, "pump engaged" and "OK to Pump" indication lights, open
compartment ground, start signal, park brake ground, ignition signal, master power, customer
ignition, air hom solenoid switch, high idle switch and high idle indication light.
An apparatus interface wiring harness shall also be included which shall be wired to the cab harness
interface connectors and shall incorporate circuits with relays to control pump functions. This
harness shall control the inputs for the transmission lock up circuits, governor/ hand throttle controls
and dash display which shall incorporate "pump engaged" and "OK to Pump" indication lights. The
harness shall contain circuits for the apparatus builder to wire in a pump switch.
ENGINE PROGRAMMING REMOTE THROTTLE
The engine ECM discreet wire remote throttle circuit will be turned on for use with a discreet wire
based pump controller.
ENGINE PROGRAMMING IDLE SPEED
The engine low idle speed will be programmed at 700 rpm.
ENGINE COOLING SYSTEM
There shall be a heavy-duty aluminum cooling system designed to meet the demands of the fire
industry. The cooling system shall have the capacity to keep the engine properly cooled under all
conditions of road and pumping operations. The cooling system shall be designed and tested to meet
or exceed the requirements specified by the engine and transmission manufacturer and all EPA
requirements �
�
circuit number and function where possible. The wiring shall be protected by 275 degree Fahrenheit
minimum high temperature flame retardant loom.
POWER AND GROUND STUD
A 40 amp battery direct power and ground stud shall be provided and installed in the electrical
distribution panel. The stud shall be size #10 and protected with a 40 amp circuit breaker.
POWER AND GROUND STUDS - BATTERY DIRECT
Power and grounding studs shall be provided and installed behind the electrical center cover with a
breaker. The studs shall be #10 and capable of carrying up to a 40 amp battery direct load.
EXTERIOR ELECTRICAL TERMINAL COATING
All terminals exposed to the elements will be sprayed with a yellow protective rubberized coating to
prevent corrosion.
ENGINE
The engine shall be EPA certified to meet the very latest emissions standards without compromising
performance, reliability or durability. The engine shall feature an air charge cooled engine which
consists of an in line six (6) cylinder, four cycle diesel powered engine. The engine shall offer a
rating of 425 horse power at 2100 RPM which shall be governed at 2200 RPM. The torque rating
shall feature 1200 foot pounds of torque at 1300 RPM with 543 cubic inches of displacement. The
engine shall feature an electronic governor.
A wiring hamess shall be supplied ending at the back of the cab. The harness shall include a
connector which shall allow an optional harness for the pump panel. The included circuits shall be
provided for a tachometer, oil pressure, engine temperature, hand throttle, high idle and a PSG
system. A circuit for J1939 data link shall also be provided at the back of the cab.
The engine shall include an engine mounted combination full flow/by-pass oil filter with replaceable
spin on cartridge for use with the engine lubrication system. The engine shall include 15W40 CJ4
low ash engine oil which shall be utilized for proper engine lubrication.
ENGINE HIGH IDLE SPEED
The engine high idle control shall maintain the engine idle at approximately 1000 RPM when
engaged.
ENGINE PROGRAMMING
The engine shall include programming which will govern the top speed of the vehicle.
FORWARD FLUID FILLS
The front of the chassis shall accommodate fluid fills for the engine oil, the windshield washer fluid
and the power steering fluid though the grille. This area shall also accommodate checks for the
engine oil, and power steering fluid. The fluids will be able to be done with out raising the cab.
17
The cab shall have successfully aclueved survival of the International crash test ECE-29, Addendum '
28, Revision 1 as indicated below.
As part of the ECE regulation 29 test, the frontal area of the cab is struck by a 3,700 pound pendulum
weight. The weight is brought back to a sixty degree angle and then the weight is released and
allowed to swing forward, imparting some 32,600 pounds foot of force to the cab front face. The cab
shall be so constructed that after the test, there will be minimal intrusion of the cab structure into the
passenger area. The doors shall remain usable for both entry and exit. Also, as part of the test the cab
roof must withstand a static load bearing test. The cab shall withstand a weight of over 60,000
pounds without permanent damage or collapse. The above tests sha11 be witnessed by and attested to
by an independent third party. The test results shall be recorded on/by cameras, high speed imagers,
accelerometers and strain gauges, with notarized copies of the letters verifying the test results and
videos of said test shall be available upon request.
CAB PAINT EXTERIOR
The cab shall be painted prior to the installation of glass accessories and all other cab trim to ensure
complete paint coverage and the maximum in corrosion protection of all metal surfaces.
All metal surfaces on the entire cab shall be ground by disc to remove any surface oxidation or
surface debris which may hinder the paint adhesion. Once the surface is machine ground a high
quality acid etching of base primer shall be applied. Upon the application of body fillers and their
preparation, the cab shall be primed with a coating designed for corrosion resistance and surface paint
adhesion. The maximum thickness of the primer coat shall be 2.00 mils.
The entire cab shall then be coated with an intermediate solid or epoxy surfacing agent that is
designed to fill any minor surface defects, provide an adhesive bond between the primer and the paint
and improve the color and gloss retention of the color. The finish to this procedure shall be a sanding
of the cab with 360 grit paper, the seams shall be sealed with seam sealer and painted with two (2) to
four (4) coats of an acrylic urethane type system designed to retain color and resist acid rain and most
atmospheric chemicals found on the fire ground or emergency scene.
CAB PAINT MANUFACTURER
The cab shall be painted with PPG Industries paint.
CAB PAINT PRIMARY/ LOWER COLOR
The lower paint color shall be PPG FBCH 71663 Red.
CAB EXTERIOR PAINT WARRANTY
The cab and chassis shall be covered by a limited manufacturer paint warranty which shall be in
effect for minimum of 10 years from the first owner's date of purchase or in service or the first
100,000 actual miles, whichever occurs first.
LOW VOLTAGE ELECTRICAL SYSTEM
The chassis shall include a single starting electrical system which shall include a 12 volt direct
current system, suppressed per SAE J551. The wiring shall be appropriate gauge cross link with 311
degree Fahrenheit insulation. All SAE wires in the chassis shall be color coded and shall include the
16
fascia will encompass the front of the aluininum cab structure at the bottom of the windshield to the
lower section of the cab.
The front fascia will cover the front aluminum cab structure from the bottom of the windshield down
to the bottom of the cab. The front cab fascia shall include a cast molded module accommodating up
to four (4) Hi/Low beam headlights and two (2) turn signal lights or up to four (4) warning lights.
FRONT GRII,LE � "
The front fascia shall include a box style, stainless steel front grille shall sufficient in si�e to properly
cool the delivered engine and be installed on the front of the cab with the upper portion of the grille
hinged. The grille shall include latches which shall allow access to the front fluid fills of the cab.
The front grille shall offer easy access in examination of and adding engine oil or wiper washer fluid
as well as access to the windshield wiper motor and linkage.
CAB ENGINE TUNNEL '
The cab interior shall include a fixed type engine tunnel cover sized to accommodate an engine with a
smaller block.
�'(,,,,Ilhe engine tunnel shall be insulated with multi-layer insulating material.
CAB ENTRY DOORS
The cab shall include a driver and officer area with two cab door openings which offer a clear door
opening of approximately 40" wide.
The doors shall be constructed of extruded aluininum with a nominal thiclrness of .125 inch. The
exterior skins shall be constructed of .125 inch aluminum plate. The cab shall include four (4) entry
doors as high as possible for ease of entering and egress when outfitted with an SCBA.
All cab and crew doors shall be of substantial weight for the optimum strength and rigidity for the
best performance in all cab crash testing. Any cab with front and crew doors manufactured of less
than the material thiclrness of .125 inch in both the extrusion and exterior skin shall not be considered.
The doors shall include rubber seal around the perimeter of each door frame and door edge which
ensures a weather tight fit.
All door hinges shall be hidden within flush mounted cab doors.
CAB ENTRY DOOR TYPE
All entry doors shall be of a flush, full height design and shall be located on the sides of the cab.
CAB STRUCTURAL WARRANTY
The cab structure shall be warranted for a minimum (10) years. Warranty conditions may apply and
shall be listed in the detailed warranty document that shall be provided upon request.
CAB CRASH TEST ECE-29
15
plate. A single formed, one (1) piece extrusion, manufactured from 6061-T6 100 percent primary one-
quarter inch thick aluminuxn shall be used for the "A" pillar adding strength and rigidity to the cab as
well as additional roll-over protection. The cab side wall skins and shall be 0.125 inch thick, the rear
wall and roof skin sha11 be 0.19 inch thick, the front skin shall be 0.125 inch thick.
The cab shall incorporate tongue and groove fitted 6061-T6 0.25 inch thick aluminum extrusions for
extreme duty situations. The cab sha11 include multi-layer composite insulation for improved cab
heating and cooling in addition to noise reduction.
�(,Ilhe cab shall incorporate a fully enclosed design, allowing for a spacious cab area with no partition �
between the front and rear sections of the cab. The walls of the vehicle shall include roof supports '
allowing for an open design. The outside dimension of the cab shall be approximately 94.00 inches
wide with a minimum interior width of approximately 88.00 inches.
The cab overall length sha11 be approximately 128.00 inches in length with 54.00 inches from the
centerline of the front of the axle to the back of the cab. The cab shall include a 20.00 inch raised
roof increasing the head room over the crew area. The cab shall offer an interior height of 58.00
inches from the front floor to the headliner and a rear floor to headliner height of 75.00 inches in the
crew area, at a minimum. All interior measurements shall include the area within the interior
trimmed surfaces and not to any unfinished surface.
The cab shall include a driver and officer area with two (2) cab door openings. The front door
opening shall offer a clear door opening of approximately 43.00 inches wide X approximately 56.00 ,
inches high. The rear door opening shall offer a clear door opening of approximately 34.00 inches
wide X approximately 85.00 inches high. This style of cab shall also iriclude a crew area offering up
to (6) seating positions. '
The cab shall incorporate a(2) step configuration from the ground to the cab floor for each door �
opening. The lower step shall be constructed of heavy duty safety grating which meets or exceeds �
Federal Specification RRG-1602-latest revision and performs under dry, greasy, muddy, soapy and
icy conditions and offers open drainage.
The first step for the driver and officer area shall measure approximately 11.44 inches deep X 31.13
inches wide. The intermediate step shall measure approximately 8.75 inches deep X 33.00 inches
wide. The height from the first step to the intermediate step and the intermediate step to the cab floor
shall not exceed 11.00 inches.
The first step for the crew area shall measure approximately 12.13 inches deep X 20.44 inches wide.
The intermediate step shall measure approximately 10.50 inches deep X 23.00 inches wide. The
height from the first step to the intermediate step and the intermediate step to the cab floor shall not
exceed approximately 12.50 inches. � �
The cab front shall be constructed of 5052-H32 Marine Grade, .090 of an inch thick, one hundred
percent primary aluminum plate which shall include a classic front appearance. The front of the cab
shall include a cast molded module accommodating up to (4) HilLow beam headlights and (2) turn
signal lights or up to (4) warning lights.
CAB FRONT FASCIA
The front cab fascia shall be constructed of 5052-H32 Marine Grade, .090 of an inch thick, one
hundred percent primary aluininum plate which shall be attached to the front cab exterior. The cab
14
AXLE CONFIGURATION
The chassis shall offer a single rear drive axle with a single front steer axle configuration (4 X 2).
GAWR FRONT
The gross apparatus weight rating and the gross capacity weight rating shall be adequate to carry the
weight of equipment and the apparatus, with water tanks full and other tanks at full capacity,
miscellaneous equipment and all personnel weights considered as recommended by the most current
edition of NFPA 1901.
The chassis front gross axle weight rating (GAWR) sha11 be 18,000 pounds. �
GAWR REAR
The chassis rear gross axle weight rating (GAWR) shall be 24,000 pounds.
PUMP PROVISION
The chassis shall include provisions to mount a drive line pump in the middle of the chassis, behind
the cab, more commonly known as the midship location.
WATER TANK CAPACITY ,
The chassis shall include a carrying capacity of up to 500 gallons. The water tank shall be supplied
and installed by the apparatus manufacturer.
CABSTYLE
The cab shall be a custom, enclosed model, built specifically for the fire service by a company
specializing in cab and chassis design for all fire service applications.
The cab shall be manufactured for heavy-duty service utilizing adequate strength and capacity for the
application of protecting firefighters. The cab shall be of a modular design offering improved
strength, durability and reduced weight.
�e method of cab construction shall use a process incorporating techniques outlined in accordance
with the American Welding Society D1.1-96 requirements for structural steel welding. All aluminum
welding shall be completed to the American Welding Society and ANSI D1.2-96 requirements for
structural welding of aluminum.
To provide a superior finish by reducing welds that fatigue cab metal; the roof, the rear wall and side
panels shall be assembled using proven industrial adhesives, designed specifically for aluminum
fabrication, which exceed the strength of a weld, for construction.
The insulation shall be installed throughout the cab as well as around the engine compartment and
tunnel reducing engine noise and offering a quieter cab. All interior and exterior seams shall be
sealed for optimum noise reduction in addition to the most favorable efficiency for heating and
cooling retention.
The cab shall be constructed of 5052-H32 Marine Grade, one hundred percent primary aluminum
13
at the body builder's factory, or at an approved facility. The expense of any transportation to or from
such repair facility shall be borne by the purchaser and is not an item covered under this warranty.
The fire apparatus manufacturer (body builder) shall not be liable for consequential damages and
under no circumstances shall its liability exceed the price for a defective body. The remedies set forth
herein are exclusive and in substitution for all other remedies to which the purchaser would otherwise
be entitled.
The fire apparatus manufacturer (body builder) shall be given a reasonable opportunity to investigate
all claims. The purchaser must commence any action arising out of, based upon or relating to
agreement or the breach thereof, within twelve months from the date the cause of the action occurred.
LIFETIME WARRANTY - WATER TANK
The water tank, and its installed accessories, shall be covered by a"Lifetime" Warranty, against
cracks, corrosion, or other failures caused by the tanks design and normal use of the same. The
warranty shall be between the tank manufacturer, and the customer.
CHASSIS TO BE FURNISHED: CUSTOM-BUILT CAB & CHASSIS
The specified chassis is to be a custom-built "tilt style" cab and chassis, specially designed and
manufactured, for use as a Fire Apparatus, and shall be provided by the apparatus body builder
(Bidder). The price of the custom chassis shall be included in the total Bid Proposal Package Price.
MODEL
The cab and chassis shall include design considerations for one hundred (100) percent on-road
applications, a high horsepower engine, including high speed operations and a consideration for
above normal starts and stops. This chassis shall be designed and manufactured for heavy duty
service with adequate strength and capacity of all components for the intended load to be sustained.
The chassis shall be designed for a duty rating of one hundred (100) percent loaded full time.
COUNTRY OF SERVICE
The chassis shall be put in service in the country of United States of America (USA).
APPARATUSTYPE �
The apparatus shall be classified as a Pumper type apparatus and shall be equipped with a
permanently mounted fire pump which has a minimum rated capacity of 1500 gallons per minute
��3000 L%rrun The apparatus shall include a water tank and hose body whose primary purpose is to
combat structural and associated fires.
TRUCK TYPE
The chassis shall be manufactured as a truck style and designed to include permanently mounted
compartments behind the cab, known as the body. The body of the truck shall be supplied and
installed by the apparatus manufacturer.
12
10-YEAR APPARATUS PAINT WARRA.NTY
The TEN (10) year paint performance guarantee will cover the areas of the vehicle as are originally
finished by the apparatus body builder with the specified product for a period of TEN (10) years
beginning the day the vehicle is delivered to the purchaser.
The areas as outlined on the Guarantee Certificate, will be covered for the following paint failures:
GUARANTBE 1NCLUSIONS:
FULL APPARATUS BODY:
* Peeling or delaminating of the topcoat and/or other layers of paint.
* Cracking or checking
* Loss of gloss caused by cracking, checking, or hazing. '
* Any paint failure caused by defective finishes which are covered by this guarantee.
All guarantee exclusions, limitations, and methods of claims are covered in the full certificate
provided to the original owner.
The warranty on the chassis paint is limited to the warranty of the chassis manufacturer thereof and
adjustments for the same are to be made directly with the chassis manufacturer by the Purchaser.
WATEROUS 5-YEAR PUMP PARTS
The specified Waterous fire pump and Waterous fire pump (only) accessories shall carry a Waterous
five (5) year warranty covering defective parts only (not labor). NOTE: This warranty's terms and
conditions shall be handled directly between the Customer and the Waterous Company.
20-YEAR WARRANTY �tainless Steel BODY FABRICATIONS
The fire apparatus manufacturer (body builder) shall warrant to the original purchaser only, that the
stainless steel body components as fabricated by the body builder, under normal use and with
reasonable maintenance, be structurally sound and shall remain free from corrosion perforation for a
period of TWENTY (20) years.
This warranty does not apply to the following items which are covered by a separate warranty: paint
finish, hardware, moldings, and other accessories attached to this body.
FIlZE APPAR.ATUS MANUFACTURER MAK.ES NO OTHER WARRANTY, EXPRESS OR
IMPLIED, WITH RESPECT TO THE STAINLESS STEEL BODY AND ALL IMPLIED
WARR.ANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE
ARE HEREBY DISCLAIMED.
The body builder shall replace, without charge, repair at the factory, or make a fair allowance for any
defect in material or workmanship demonstrated to the satisfaction to have existed at the time of
delivery or not due to misuse, negligence, or accident. If the body builder elects to repair the body,
the extent of such repair shall be determined solely by the body builder, and shall be performed solely
11
GENERAL WARRANTY
The new fire Pumper apparatus manufactured per these specifications shall be warranted for a period
of ONE (1) year from the date of delivery, except for chassis and other components noted herein.
Under this warranty, Bidder agrees to furnish any parts to replace those that have failed due to
defective material or worlananship where there is no indication of abuse, neglect, unusual or other
than normal service providing that such parts are, at the option of the Bidder, made available for
inspection upon request, returned to Bidder's factory or other location designated by Bidder with
transportation prepaid within 30 days after the date of failure or within ONE (1) year from the date of
delivery of the apparatus to the original purchaser, whichever occurs first, and inspection indicates the
failure was attributed to defective material or worlananship. Accessories/components warranted by
their original manufacturer may be subject to reinstallation charges under the terms of their respective
warranties, especially if such warranties exceed the above 1-year warranty terms.
The warranty on the chassis and chassis supplied components, storage batteries, generators, electrical
lamps and other devices subject to deterioration is limited to the warranty of the manufacturer thereof
and adjustments for the same are to be made directly with the chassis manufacturer by the Purchaser.
This warranty will not apply to any fire apparatus which has been repaired or altered outside the
Manufacturer factory or designated facility in any way, which, in the manufacturer's opinion might
affect its stability or reliability. Each warranty claim needing repair or service at the designated
facility must receive pre authorization by Manufacturer prior to performance of any work.
This warranty will not apply to those items which are usually considered to be normal maintenance
and upkeep services: including, but not limited to, normal lubrication or proper adjustment or minor
auxiliary pumps or reels.
Refer to the "F1RE PUMP" section and "BOOSTER TANK" section for specific extended
Manufacturer's warranties on the provided Fire Puxnp and Water (Foam) Tank(s).
This warranty is in lieu of all other warranties, expressed or implied, all other representations to the
original purchaser, and all other obligations or liabilities, including liabilities for incidental or
consequential damage on Bidder's part. Without limiting the foregoing, any express or implied
warranties of inerchantability or fitness for a particular purpose or warranties arising by Customer
usage or by operation of law with regard to any products delivered pursuant hereto are expressly
disclaimed. Bidder neither assumes nor authorizes any person to assuxne for Bidder, any liability in
connection with the sales of Bidder's apparatus unless made in writing by the Bidder.
LIFETIME SUB-FRAME WARRANTY - STAINLESS STEEL
The specified tubular stainless steel apparatus body subframe shall be warranted to the original
owner, for the vehicle lifetime, against cracks, corrosion and rubber isolator deterioration.
PUMP PLUMBING WARRANTY
The stainless steel plumbing components and ancillary brass fittings used in the construction of the
water/foam pluxnbing system shall be warranted for a period of ten (10) years or 100,000 miles. This
covers structural failures caused by defective design or workmanship, or perforation caused by
internal or external corrosion, provided the apparatus pumping system is used in a normal and
reasonable manner. This wananty is extended only to the original purchaser for a period of ten (10)
years from the date of delivery.
10 '
Individual component manufacturer instructions and parts manuals. .
Warranty forms for body.
Warranty forms for all major components.
Warranty instructions and format to be used for compliance with warranty obligations.
Technical publications or training guide for major components.
Apparatus body print "as built". `
Engine manufacturer's certified brake horsepower curve showing the maximum no-load governed
speed.
Manufacturer's record of puxnper construction details, per NFPA 1901.
Manufacturer's Run-In Certification with preliminary test results.
Pump Manufacturer's Certification of Hydrostatic Tests.
Puxnp Manufacturer's Certification of Pump Test Results.
The Certification of Inspection/Test of Fire Department Pumper by an Independent Third Party per
NFPA 1901 standards.
Weight docuxnents from a certified scale showing actual loading on the sides of front axle, sides of
rear axle(s), and overall (four total) vehicle (with the water tank full but without personnel,
equipment, and hose) shall be supplied with the completed vehicle to deternune compliance with
NFPA section 10-1. Weights shall be for each tire or dual set of tires, so as to verify side-to-side
loading, to be in compliance with NFPA section 4.12.2.3.3
At least two copies of the complete operation and maintenance manual covering the completed
apparatus as delivered including the pump, emergency lighting and siren, generator, or other
furnished accessories.
Wiring diagrams of 12-volt electrical systems, installed by apparatus body manufacturer (prime
contractor). Diagrams must be "vehicle specific", describing all 12-volt electrical functions as
furnished on this and only this apparatus. ,
Paint numbers of all color coatings.
Certifications of water tank capacity.
Written load analysis of 12-volt electrical system as installed by body builder.
SPECIAL PAYMENT INCENTIVES:
The City of Mendota Heights will be made aware of any payment incentives available.
All Bidders/Contractors shall be required to furnish interest payment (to the Customer) terms and
conditions for pre-payment of all or part of any undue contract amount.
L�
components, and apparatus body print "as built".
12. Paint numbers of all color coatings.
13. Certifications of water tank capacity.
14. Written load analysis of 12-volt electrical system as installed by body builder.
NOTE: Exceptions to the above requirements will not be acceptable.
A test data plate shall be provided at the pump operator's position which gives the rated discharges
and pressures together with the speed of the engine as is determined by the manufacturer's test for this
particular unit. Plate sha11 also include delivery date, pump serial number(s), original Customer, and
the apparatus manufacturer's serial number.
The contractor shall affix a permanent plate in the driver's compartment specifying the quantity and
type of fluids used in the vehicle:
All nameplates and instruction plates shall be metal or plastic with the information permanently
engraved, stamped, or etched thereon. Metal nameplates to be installed with plated screws. All
nameplates to be mounted in a conspicuous place.
FAII��URE TO MEET TESTS: In the event that the apparatus fails to meet the test requirements on
first trials, a second trial may be made at the option of the Contractor, within thirty days of the date of
the first trials. Such trials shall be fmal and conclusive and failure to comply with these requirements
shall be cause for rejection. Failure to make such changes as the Chief of the Fire Department and/or
the purchaser may consider necessary to conform to any clause of the specifications within thirty days
after notice is given to the Contractor to make such changes shall also be cause for rejection of the
apparatus.
PRODUCTION DRAWINGS:
Completed delivery manuals shall also include production drawings of all individual apparatus body
fabrications.
Items to be included in the Delivery Manual sha11 include but not be limited to the following:
Final invoice copy.
Proof of insurance.
Manufacturer's Statement of Origin.
Acceptance forms.
As-Built completed vehicle specifications.
The service brakes shall bring the fizlly laden apparatus to a complete stop from an initial speed of 20
MPH in a distance not exceeding 35 ft., on a substantially hard level surface road free from loose
material, oil, or grease.
Manufacturer's pump test and independent third party pump certification tests shall be conducted by
the apparatus manufacturer in accordance with requirements of NFPA #1901. A Certificate of Testing
shall be furnished to the Purchaser, both for the Manufacturer's Preliminary Tests and the third party
Certification Tests.
Responsibility for the apparatus and equipment shall remain with the contractor until acceptance by
the purchaser.
The Manufacturer must supply at the time of delivery, a hard copy of:
1. Engine manufacturer's certified brake horsepower curve showing the maximum no-load govemed
speed. .
2. Manufacturer's record of pumper construction details, per NFPA 1901. �
3. Manufacturer's Run-In Certification with preliminary test results.
4. Pump Manufacturer's Certification of Hydrostatic Tests. .
5. Pump Manufacturer's Certification of Pump Test Results.
6. The Certification of Inspection/Test of Fire Department Pumper by an Independent Third Party per
NFPA 1901 standards.
7. Weight documents from four (4) individual certified scales showing actual loading on the sides of
front axle, sides of rear axle(s), and overall (four total) vehicle (with the water tank full but without
personnel, equipment, and hose) shall be supplied with the completed vehicle to deternune
compliance with NFPA section 10-1. Weights shall be for each tire or dual set of tires, so as to verify
side-to-side loading, to be in compliance with NFPA section 4.12.233
8. At least two copies of the complete operation and maintenance manual covering the completed
apparatus as delivered including the pump, emergency lighting and siren, generator, or other
fumished accessories.
9. Wiring diagrams of 12-volt electrical systems, installed by apparatus body manufacturer (prime
contractor). Diagrams must be "vehicle specific", describing all 12-volt electrical functions as
furnished on this and only.this apparatus.
10. A fmalized drawing of apparatus as completed.
11. A"Delivery Manual", consisting of a 3-ring notebook type binder with reference tabs for each
section, shall be furnished to include the following items: invoice copy(ies), proof of insurance,
Manufacturer's Statement of Origin, acceptance forms, certifications, specifications, individual
component manufacturer instructions and parts manuals, warranty forms for body, warranty forms for
all major components, warranty instructions and format to be used for compliance with warranty
obligations, routine service forms/publications, technical publications or training guide for major
7
the Bid of a Bidder who, in the judgment of the Purchaser, is not in a position to perform the contract.
The Purchaser does not, in any way, obligate itself to accept the lowest or any Bid.
The Fire Department reserves the right to reject any or all Bid Proposals and purchase the equipment
it prefers.
Bidders taking "Total Exception" to these advertised specifications are hereby advised that such
statement will result in immediate REJECTION of the Bid Proposal.
Prior to award, the Bidder Representative will meet with purchasing officials (at Purchaser's location)
to personally discuss all facets of these specifications to insure a complete and satisfactory '
understanding of the Purchaser's specifications and the Bidder's proposal.
STAINLESS STEEL REQUII2EMENT ;
Bidder's experience with specified construction methods, and previous use of stainless steel as a
construction material, will be considered in making the award. Bidder sha11 disclose the number of
years they have been fabricating apparatus bodies, built entirely of Stainless Steel.
INSPECTION TRIPS
The Truck Committee members shall be advised as to the date of the following phases of
construction: Pre-Construction (prior to bending of inetal), Pre-Paint (final design/equipment layout),
and Pre-Delivery. Truck Committee members reserve the right to travel to the factory during these
stages of construction.
Bidder shall arrange for, and the Customer will pay the expenses of, the above specified "Pre-
Construction Conference", to be held at the manufacturer's factory, at which time all final designs and
equipment mounting locations will be approved. Any changes to original proposal specifications, as
approved at the Pre-Construction Conference, shall be noted on a"revised specification", provided by
the manufacturer and distributed to Truck Committee members within five working days after Pre-
Construction Conference.
ACCEPTANCE TESTS AND REQUIREMENTS
Acceptance tests on behalf of the purchaser shall be prescribed and conducted prior to delivery or
within 10 days after delivery, by the manufacturer's representative in the presence of such person or
persons as the purchaser may designate in the requirements for delivery.
ALTITUDE REQUIREMENTS: The apparatus shall be designed to meet the specified rating at
2000 feet altitude above sea level.
ROADABII.,TY: The apparatus, when fully equipped and loaded per "Carrying Capacity", shall be
capable of the following performance on dry/leveUpaved roads in good condition: From a standing
start the vehicle shall attain a true speed of 35 MPH within 25 seconds. The vehicle shall attain a
ininimum top speed of 55 MPH. The apparatus shall be able to maintain a speed of at least 20 MPH
on any grade up to and including 6%.
ROAD TESTS: Specified acceleration tests shall consist of two runs in opposite directions over the
same route. From a standing start, through the gears, the vehicle shall attain a true speed of 35 mph
within 25 seconds in the case of pumpers, and a true speed of 55 mph within 60 seconds.
0
The manufacturer shall maintain full coverage on the purchaser's cab and chassis from time of first
possession by the manufacturer until the apparatus is delivered and accepted by the purchaser. No
exceptions. Purchaser reserves the right to require proof of insurance from the manufacturer's
insurance carrier prior to entering into a contract for the apparatus.
PROPOSAL PRINT/DRAWING
Each Bid shall be submitted with a complete detailed print of the apparatus as is specified. The print
shall be to scale, minimum of 1 inch = 20 inches, of the exact apparatus being proposed, and not a
stock print of a similar unit. All dimensions are subject to a+/- 1/4 inch tolerance. The print shall
have complete views of the driver side with chassis cab, passenger side with chassis cab, and the rear
of body. The print shall include all of the following depicted items:
CHASSIS: exact replication of model of chassis cab, air homs, chassis cab step housings, 120-volt
shore power receptacle, air system keep-fill receptacle, emergency lighting fixtures, hand rails, and
vertical exhaust system with heat shield / horizontal exhaust system outlet.
APPARATUS BODY: the apparatus body subframe, underbody tow eyes, water tank profile with
baffles and suction sump, underbody folding wheel chocks, all exterior 4-way treadplate pattern
areas, body access steps, hand rails, interior compartment shelving, emergency and non=emergency
lighting fixtures, ladders and pike poles and storage area(s), hard suction hose and storage area(s),
side and rear compartmentation showing dimensions and D-ring door hardware, / roll-up door
slats/bundles/bar type handle/latches, and hosebed arrangement with dividers and grating material. /
dividers, grating material, and hosebed covers.
PUMP ENCLOSUItE & PU1VIl' SYSTEM: pump enclosure/compartment, fire pump profile, fire
pump transmission profile, tank-to-pump piping, preconnect hosebeds with hose guides, side pump
panel removable insert(s), pump control and instrument panel layout with: gauges, instruments, pump
controls, discharge outlets with closures, suction inlets with closures, and deluge discharge riser with
monitor/device.
COMPLIANCE: this required drawing sha11 become a part of the Proposal. As with the specified
Bidder's Bond, failure to submit the above required drawing, with the sealed bid proposal, will cause
immediate rejection of the bidder's proposal.
Quality and accuracy of Bidder's Proposal Drawing will be a major consideration, for
determining of most acceptable proposal. .
PHOTO DOCiTMENTATION: Bidder shall refer to the following specifications and include any
asked for photos, or drawings of required feature enhancements such as step modules, pump panel
inserts, and etc., documenting they have provided these features in the past and are prepared to
provide them as required for this Bid Proposal.
AWARD OF CONTRACT
The contract will be awarded, as soon as possible to the most "Responsible Bidder", provided their
Bid is reasonable and it is in the best interest of the Fire Department. The purchaser reserves the right
to waive any formality in bids received once such waiver is in the interest of the Purchaser. Also, to
accept any item in the Bid, found to be of superior quality or otherwise preferred by the Purchaser.
The competency and responsibility of Bidders along with content of proposal specifications and
accuracy/quality of proposal drawing will be considered in making the award. The Purchaser reserves
the right to reject any or all Bids when such rejection is in the interest of the Purchaser and to reject
5
DETAILED PROPOSAL SPECIFICATIONS
All Bidders shall fumish complete "Detailed Proposal Specifications", printed on their own
stationery, copies or reproduction of these "advertised specifications" can only be used as an
attachment to the proposal specifications, where required by the purchaser, for comparison/
compliance purposes.
All Bid Proposal Specifications must be must be fu11y detailed, describing methods and materials of
apparatus manufacture. �
The Bidder's Detailed Proposal Specifications are required to be in the "same sequence" (category
and individual feature) as these attached Advertised Specifications, for ease of comparison and
evaluation, by the Truck Committee/Purchaser. Any Proposal Specification, not in this "category-
feature" sequence, will be disregarded and rejected. Major categories shall be in the following
sequence: Proposal Terms and Warranties, Chassis, Chassis Modifications (as will be performed by
the body builder), Fire Pump System, Apparatus Compartmented Body, Furnished NFPA Equipment,
Booster Tank (and individual foam tank, where required), Non-Emergency 12-Volt Electrical System,
Emergency 12-volt Electrical Visual and Audible Equipment, Painting and Striping/Lettering, Line
Voltage System with Generator & Scene Lighting, Apparatus Delivery withTraining, and
Miscellaneous Equipment.
LETTER OF EXCEPTIONS
It is the intent of the Fire Department to receive proposals on equipment/apparatus meeting the
attached detailed advertised specifications, in their entirety. Any proposals being submitted, without
"Full Compliance" with these advertised specifications shall so state on the Bid Proposal Page,
followed by a detailed "Letter of Exceptions" listing the areas of non-compliance and equipment or
designs being substituted. Materials herein required, that are commercially available to all
manufacturers, may not be substituted.
DELIVERY AND OPENING OF PROPOSAL �
Each proposal and all papers bound and attached thereto, together with the proposal guarantee, shall
be placed in an envelope and securely sealed therein. The envelope shall be marked "Bid on Fire
Equipment".
Proposals will be received at or prior to the time set for the "Opening of the Bids". Proposals received
after the "Bid Opening" will be returned, to the bidder, unopened.
The bids will be opened publicly and read aloud at the time and date stated on the advertisement for
bids.
INSURANCE REQUIREMENTS
Each Bidder must submit with their bid proposal a Certificate of Insurance listing the proposed
manufacturer's product liability insurance coverage. Liability insurance shall be a minimum amount
of five million dollars with coverage attained with a minimum of $1,000,000.00 underlying insurance
and $4,000,000.00 umbrella coverage. Submitted Certificate shall name the appazatus manufacturer,
insurance company, policy number, and effective dates of the insurance policy. Bids submitted
without the required Certificate, or for Certificates listing less than one (1) million dollars of
underlying coverage, plus the four (4) million dollar umbrella coverage, will be considered non
responsive and automatically rej ected. No exceptions are allowed to the minimum insurance coverage
requirement.
�
Total overall length of apparatus shall not exceed 36 ft. 0 in., highest point of apparatus shall not
exceed 130 inches, total overall width of apparatus shall not exceed 101 inches, chassis wheelbase
shall not exceed 220 inches, and GVWR shall be at least 42,000 lbs.
RESPONSIBILITY OF PURCHASER: It shall be the responsibility of the purchaser to specify the
details of the apparatus, its required performance, the maximum number of fire fighters to ride on the
apparatus, and any hose ground ladders, or equipment it will be required to carry which exceed the
minimum requirements of this standard.
A total of six (five with SCBA's) seating positions to be provided, "Fully Enclosed", with approved
seat belts. Two seating positions to be located inside forward chassis cab and four inside crew
cab/area.
The GAWR, and GCWR or GVWR of the chassis shall be adequate to carry the fully equipped
apparatus including full water and other tanks, the specified hose load, unequipped personnel weight
(The unequipped personnel weight shall be calculated at 200 lb. per person times the maximum
number of persons to ride the apparatus as specified.), ground ladders, and a miscellaneous equipment
allowance of 2500 lbs. (2000 lbs. for appaxatus with less than 250 cu. ft. of compartment space). It
shall be the responsibility of the purchaser to provide the contractor with the weight of equipment to
be carried if it is in excess of the allowance of 25001b.
PRINTED PROPOSALS
All proposals shall be submitted in typed format. Casual, hand-written proposals shall be considered
informal and immediately rejected and the bid will be returned in its entirety to the
bidder/manufacturer. The only handwriting acceptable on the proposal forms will be on the signature
lines.
Each Bid Proposal must disclose the legal business address of the bidding Partnership/Corporate
Entity, and the address of the factory where the proposed apparatus body is to be manufactured,
assembled, and tested/certified.
REQUIRED BID BOND
A Bidder's Bond in the amount of 10% shall be fi�rnished with each Bid Proposal, written by a
Corporate Surety, payable to the Fire Department. This Bond is to insure that the Bidder will enter
into a contract for the equipment as per the following detailed specifications with NO EXCEPTIONS.
CHASSIS PREPAY ALLOWANCE
In order to eliminate interest and handling charges for the chassis portion, the customer will "Progress
Pay" an equivalent portion of the contract, upon receipt of chassis, at Bidder's factory. This amount is
to be identified on the Bid Proposal page.
BALANCE PAYMENT TERMS
All Bidders shall be required to detail on the Proposal Page, and in their own exact words, the balance
payment terms for said apparatus.
BID WITHDRAWALS
Bids may be withdrawn by certified mail or acknowledged facsimile request from Bidders prior to the
time fixed for opening. Negligence on the part of the Bidder in preparing the Bid Proposal confers no
right for the withdrawal of the Bid after it has been opened. No Bidder may withdraw their Bid after
the time set for the opening thereof.
Parts and components shall be located or positioned for rapid and simple inspection and recognition
of excessive wear or potential failure. Whenever functional layout of operating components ,
determines that physical or visual interference between items cannot be avoided, the item predicted to
require the most maintenance shall be located for the best accessibility.
Cover plates which must be removed for component adjustment or part removal will be equipped
with disconnect fastenings or hinged panels.
Drains, filler plugs, grease fittings, hydraulic lines, bleeders and check points for all components will
located so that they are readily accessible and do not require special tools for proper servicing.
Design practices shall minimize the number of tools required for maintenance. �
All components shall be designed and, protected so that heavy rain or other adverse weather
conditions will not interfere with normal servicing or operation.
All specified stainless steel shall be type 304, 2-B where used for exterior painted panels and #4-
brushed where used for puxnp panel overlays and unpainted compartment and body panels. All
specified smooth surface aluminum, where used for painted or machined swirl natural finish, shall be
5052-H32 alloy of the specified thickness. All 4-way aluminum treadplate shall be "polished" finish
with NFPA approved pattern on walking and step surfaces, type 3003 of specified thiclrness. All
specified bolted fasteners shall be coated stainless steel "low profile" button socket head cap screws.
All nut fasteners to be Ny-Lok or approved equal, designed to prevent loosening. No substitute will
be acceptable to stainless steel where specified.
NOTE: Lighter gauges of specified materials will not be acceptable.
The materials specified are considered absolute ininimum. Exceptions to these material requirements
will not be permitted since all raw materials of the specified type are available to all manufacturers.
Since all fire apparatus manufacturers have the ability to shear, brake, and weld as these
specifications require - all basic requirements must be complied with.
No exceptions will be allowed for stainless steel material and specified thickness requirements, since
these materials are available to all fire/rescue apparatus manufacturers. Aluminum can not be
substituted for any specified stainless fabrications.
Each Bidder shall be prepared, if so requested by the Purchaser, to present evidence of his design
experience/capabilities and manufacturing ability to carry out the terms of the contract.
SERVICEABII.,ITY: To insure the Purchaser a source of service and parts over a 25 year anticipated
life of the apparatus, the Bidder shall provide factory service, fabrication/manufacturing, and testing
facilities within a 500 mile radius of the Fire Department. This same facility must stock a complete
line of all fire fighting equipment and parts for this apparatus. Records as to the purchase source for
all auxiliary components of the specified apparatus shall be available to Purchaser upon request. This
purchase information shall include manufacturer name, model number, authorized distributor, current
part nuxnber, and special installation instructions.
APPARATUS SIZE - CAPACITY — SEATING
2
�:
i
Ft�R REVI�W C�NLY
10/08/08
Mendota Heights, Minnesota
Information for Contractors
Sealed proposals are desired from reputable manufacturers of automotive fire apparatus in accordance
with these specifications and with the advertisement, a copy of which is attached, for the piece of
apparatus as follows:
Fire Truck, triple combination pumper, 1500 gallon per minute, hosebody, booster tank, and all other
appurtenances in accordance with the following:
GENERAL REQUIIZEMENTS
Each bid must be accompanied by bidders accurate written and detailed specifications covering the
apparatus and equipment which it is proposing to furnish and to which the apparatus furnished under
the Contract must conform. It is the intent of these specifications to cover the furnishing and
delivering to the purchaser, complete apparatus equipped as specified. 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. Such details and other construction
not specifically covered herein or not at variance with these specifications should conform with the
intent of the specifications as outlined in Booklet No. 1901 dated 2003.
The apparatus being furnished under these specifications shall conform to the requirements specific to
pumper fire apparatus NFPA Booklet 1901 version 2003. Any test equipment required or expense
incurred for the Certification Tests shall be borne by the Contractor supplying this equipment.
RELIABILITY OF CONTRACTOR: Contractor shall furnish satisfactory evidence that he has the
ability to design, engineer, and construct the apparatus specified and shall state the location of the
factory where the apparatus is to be manufactured and tested. The apparatus design shall be an
"original" generated by the ContractorBidder and not reproductions of fire/rescue apparatus designs
previously engineered by other Contractors/Manufacturers.
DESIGN: The design of the equipment shall be in accordance with the best engineering practices.
The equipment design and accessory installation shall pernut accessibility for use, maintenance, and
service. All components and assemblies shall be free of hazardous protrusions, sharp edges, cracks or
other elements which might cause injury to personnel or equipment. NOTE: Where "nibbled" or non-
continuous cutting methods are used to machine the body material, all edges shall be
reworked/machine smoothed for injury prevention and appearance reasons.
All oil, hydraulic, and air tubing lines and electrical wiring shall be located in protective positions,
properly attached to the frame or body structure and shall have protective loom or grommets at each
point where they pass through structural members.
CITY �F MENDOTA HEIGHTS
�� �
February 16, 1996
TO: Mayor, City Council and City Administrator
FROM: 7ohn M. Maczko, Fire Chief
SUBJECT: Truck Specifications
The purpose of this memo is to obtain Council authorization to advertise for bids for a
new 1500 gpm pumper with rescue capabilities to replace two existing pieces of equipment.
HISTORY•
On November 29 at a special Council workshop to disCuss Capital Equipment
Replacement, Council authorized the Fire Department to develop specifications for the
replacement of the 1960 750 gpm pumper and the 1970 1,000 gpm pumper with a new 1500
gpm pumper with a 65/75 foot boom/ladder. Council further directed that the department to
schedule delivery so that it would not be delivered before the 2nd half of 1997 for funding
reasons.
DISCUSSION:
The specifications on the equipment that was presented at the Novembex 29 workshop
have been developed by the Fire Department Truck Committee consisting of Aaron Coates,
Mark Connolly, Mike Coonan, Scott Henning, Roy Kingsley, 7ohn Lapakko, G�orge I�iwe,
7ohn Neska, Tim Oster, Gordy Skjerven, Jeff Stenhaug, Tom Weinzettel, Jim Perron and
myself. It has taken over two years researching the needs of the department and over a year of
specification research to determine the piece of equipment that would meet the current and
future needs of the Fire Department. This method of developing specifications and purchasing
equipment has served the department and City well in the past in procuring long lasting
reliable equipment. This is evidenced by the 1960 & 1970 pumpers that are now being
replaced.
The specif'ications were developed to be as open as possible to allow several
manufacturers to bid. An alternate chassis and several options were included. There are areas
of the specif'ications where we did not allow aay exceptions (engine, transmission, pump, etc).
These items are available to all manufacturers and conform to existing equipment the
department has. This allows fewer parts to be stocked and reduces the need to re-train
firefighters and maintenance people in proper operation and maintenaace of the equipment. �
`
In regard to the water tower/ladder for rescue capabilities the specifications have been
written with minunum performance requirements that the committee feels can be accepted. It
also allows for manufacture flexibility to supply a device that is common to their company.
5ixry five foot was considered the minimum length, 75 foot considered the maximum length.
As to the two pumpers that this truck will replace bidders are asked to quote trade-in
allowances on the two other pumpers. It is written as such that the City can choose to trade in
the equipment for prices quoted or keep them and sell them through some other means to
maximi�.� return to the City. -
While maay hours of research and talking with vendors has gone into tlus specification
the committee wants to assure that we obtaia the best value for the dollar on equipment that
meets the department needs. To help us meet that goal we are scheduling a pre-bid conference
whereby any manufacturer who wishes further information or has concerns about specifications
may ask for clarifications. This should also help ma� ��.� the competitive market.
RECOMIVV�NDATION•
Approximately two years has been spent developing the needs for the truck specified.
In addition, over a year has gone into developing specificationS that meet the identified needs.
The Fire Depa.rtment Truck Committee and myself strongly recommend that Council authorize
advertisement for bids on the truck
ACTION REOUIRED:
If Council concurs with staff recommendation they should authorize staff to advertise
for this equipment with bid opening date established for 3:Q0 p.m., March 27, 1996 at City
Hall.
JPM:dfw � -- _
CITY OF MENDOTA HEIGHTS
MEMO
TO: Mayor and City Council
February 20, 1996
FROM: Kevin Batchelder, Interim City Administrator
SUBJECT: Add On Agenda for February 20 City Council Meeting
Additional information has been submitted to item 6d (*).
3. Agenda Ado tion. -
/'" �:
It is recommended that Council adopt the revised agenda printed'on purple
paper. �� __
6d. Discuss Fire Truck Specifications.
Please see attached memo and Resolution.
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r� �
February 20, 1996
TQ: Mayox, City Council and Interim City Adn�trator
FROM: 7ohn P. Maczko, Fire Chief
SL�'•CT: Advertisement far Bids R�esfl2ution
As part the appmval and authorizatian for bid process, Laxry Shanghnessy has
requested that a resalution be prepared approving specifications and authorizing foac bids for
t1-ie i500 G.P.M. Pumper with 65= 75 Foot Telescopic Waier TawerJAerial Ladder.
Along with the action required on the previous memo, should Council concur with the
recommendation, they should pass a motion adopiing Resolutioin No. 96- , RESOLUTION
APFROVIlITG SPECIFICATIONS AND AUTHORIZING ADVERTISE�,NT F4R BIDS
FOR 1'S� 1500 G.P.M. l.'UMI'ER WITS 65-'75 FOOT TELTSCOPIC WATER
T4WER/AERIAL LADDER.
City of Mendota Heights
Dakota County, l�nnesota
RESOLUTION NO. 96-
RESOLUTION APPROVING SPECIFICATIONS
A1�TD AUTHORIZING ADVERTISIIViENT FOR BIDS FOR
THE 1500 G.P.M. P'UMPER WITH 65-75 FOOT TELE5COPIC WATER
TOWF.It/AERIAL LADDER.
WHF.REAS, the Mendota Heights Fire Department Truck Committee and Fire Chief
have reported that the proposed fire apparatus is nceded and further reported on the proposed
costs of said fire apparatus; and _
W�REAS, the City Council has heretofore directed that the Fire Chief proceed with
the preparation of specifications thereof; and
WHEREAS, the Mendota Heights Fire Department Truck Committee aad Fire Chief
have prepared the specifications for said fire apparatus and has presented such specifications to
the City Council for appmval.
NOW TH�REFORE, IT IS HEREBY RESOLVED by the City Council of the City
of Mendota Heights, Minnesota, as follows: '
1. That the specifications for said improvements be and they are hereby in all
respects approved.
2. That the City Clerk with the aid and assistance of the Fire Chief be and is
hereby authorized and directed to advertise for bids for said fire apparatus all in
accordance with the applicable Minnesota Statutes, such bids to be received at
the City Hall of the City of Mendota Heights by 3:00 o'clock P.M.,
Wednesday, March 27, 1996, at which time they will be publicly opened in the
City Council Chambers of the City Hall by the Fire Chief will then be
tabulated, and will then be considered by the City Council at its next regular
Council meeting.
Adopted by the City Council of the City of Mendota Heights this 20th day of February, 1996.
CITY COUNCII.
CTTY OF MENDOTA HIIGHTS
:
ATTEST:
Kathleen M. Swanson, City Clerk
Charles E. Mertensotto, Mayor
. •�
�
CITY OF MENDOTA HEIGHTS
MEMO
February 20, 1996
TO: Mayor, City Council, and Interim City ' rator
FROM: Patrick C. Hollister, Administrative Inten���
SUB7ECT: Lights for Fields at Mendakota Park
Discussion
The City has been approached about the possibility of lighting the fields at Mendakota
Park by the adult softball leagues and the Mendota Heights Athletic Association. A Joint
Workshop between the City Council and the Parks Commission took place at the regularly
scheduled Parks Commission meeting on 7anuary 9, 1996. At that meeting the Council
directed Staffto put together a feasibility study for lights at Mendakota Park and present
this study to the Parks Commission at their February meeting for review. (Please see the
attached Draft Feasibility Study by Guy Kullander, Parks Project Manager.)
The Parks and Recreation Commission held their regularly scheduled meeting on Tuesday,
Febroary 13, 1996. Mr. Kullander presented the Draft Feasibility Study for Lights at
Mendakota Park.
The study addresses the following issues: -
1. Various lighting options for the fields at Mendakota Park. '
2. The estimated costs of these options. _
3. Funding/financing possibilities for these options. �
4. Possible construction timelines for these options.
After Mr. Kullander's presentation, Commissioner Spicer invited questions and comments
from the residents in attendance. The residents expressed concerns about light spillage
onto their properties, the cost of the lights, the extra traffic generated, parking problems,
and the under-utilization of current facilities, especially on weekends. Many residents also
had the understanding that they were "promised" by the City that lights would never be
put on the fields of Mendakota Park. (Please refer to February 13, 1996 Parks and
Recreation Nlinutes.)
!
After discussion, the Commission passed the following motion in a 4-1 vote, with
Commissioner Kleinglass voting in the negative:
Motion to recommend to the City Council that they determine a funding method for
bal�eld lights atMendakota Park with the following conditions:
1. That they also provide for $10, 000 worth of landscaping to alleviate the potential
visual impact of the lights
2. That the lights must be constructed in an aesthetically pleasing manner (nice poles,
few lamps, etc.)
3. That the lights never be on after 10 PM.
4. That the lights only be used from May IS to August 1.
S. That the Special Park contribute no more than 25% of the total cost of the Zights.
6. That no more lighting be constructed in Mendakota Park for the parking Zots, the
play area, or the soccer fielc�
AYES: 4
NAYS: 1 (Kleinglass)
Guy Kullander will be prepared to provide a brief presentation of the Feasibility Study and
to discuss funding options. Also, please find attached correspondence from residents
including a petition that was presented to the City Friday morning.
Action Required
Please review and discuss the attached report and�direct Staff on what action to take.
February 9, ].996
Mendota NeigFiis City Councii
1101 Victoria Curve.
Mendota Heights, MN 5521$-�167
Dear Sirs:
�
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�
•�� -•,�
`�.
!ii
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This 7etter is in regards to the proposal of lighting the softball fields
in the Mendata Neight Park on Dodd Road.
I am unable to•attend the February 13, 1996 meeting, but want to strangiy
pratest this prop.nsal. -
I feel the iighted fields
lights, noise, and activity
property, the plus of being
with the increase in 1ate
follow adult sporting events.
would adversely impact on our property with
far into the night. Also, in seiling our
next to a park quickly diminish into a minus
night camaraderie and drinking that seems to
�
I would also ]itce ta point aut, that when the ba1l sites were being
proposed� concerned residents whose property was adjacent or near this area
were assureds that the fie7ds would noi be lighted. I can only trust that
the City daes not want to force anything on the residents wha will be the
most impacted and not agreeable with this praposal.
Very truly yours,
�.�-.;,,.,�.. ��,~_;:: , �•-,.: -�--.__-_.
Mary �au Jo� �rrr�an
2215 Dodd Road
Mendota Neights, MN 55120
Michael C. Black
944 Mendakata Court
Mendota Heights, MN 55120
February�l5, i996
Charles E. Mertensotto, Mayor
City of Mendota iieights
1101 Victoria Curve
Mendota Heights, MN 55118
FF,� � �, �.9g��
...�_�.
'„' � . �
�r�
� V.
Re: Praposal for Ball Field Lighting at Mendakota Park
Dear Mayor Mertensotto:
I am writing on behal£ of a group of homeowners surrounding
Mendakota Park wha are opposed to the praposal for bal2 field
lighting at the park. We first learned of this proposal through
newspaper reports in the St. Pau3 Pioneer Press artd the suburban
newspapers. Some af my nea.ghbors and S attended a meeting of the
Park and Recreation Commission on February 13, when this proposal
was first considered publicly. It was at that �eeting that we
learned of the specifics of the proposal and its potential effect
on our neighborhood.
I enclase far your review photocopies of a petition
containing 59 signatures o� homeowners wha live near Mendakota
Park. The petition was drafted two weeks ago, when there was
I.ittle published information about the proposal. Although the
language of the petition suggests that my neighbors could have
their concerns accommodated to permit lights in the parkf what I
am hearing f'rom my neighbors i� that they are unalterably opposed
ta any lights at a11. After reviewing the feasibility.study
prepared by city staff, we are even more convinced that the
proposal shauld be denied, `� _�
We continue to seek signature� fram area homeowners. We
e�ect �o have many mare signatures fram residents in the
Friendly Hills area, who will be most affected by the lights,
before the cauncil meeting on February 24.
We ask the council to consider the following issues an this
matter:
1. Public Notice and Hearina. The city has not provided
formal notiae to the publia of the fact that �his plan is under
cansideration. Planning discu�sions with city staff sa tar have
been limited to those groups advocating expanded use of the park.
The neighborhood has nat been cansulted. Many of our neighbors
do not yet know that this proposal is being considered. 2f the
oouncil intends ta seriously cansider this praposal, we submit
that this i�sue should be scheduled for a public hearing. Natice
�
`
Charles E. Mertensotto
February 15, 1996
page 2
of the hearing should be sent to all property owners within 1000
feet of the park.
2. Health, safety and welfare. Outdoor lights will have a
significant impact on the neighborhood in terms of light, noise,
traffic and mischief. The proposal recommended to the council
calls for 28 light poles ranging in height from 60 to 70 feet,
with a total of 126 lights. This will seriously detract from
what is a very attractive park. Light standards will be within
300 feet of about 20 homes; another 50 homes will be within 1500
feet. The stated purpose for the lights is to enable adult
softball players to use the ball fields until 10:00 p.m., thereby
e�anding the number of games on weekday evenings from 8 to 16.
This will double the number of participants and will necessarily
mean much more traffic and noise during the hours from 5:00 p.m.
to 10:00 p.m. The later hours will encourage more after-game
drinking and the problems associated with it, which is already a
concern for neighbors now.
3. Use of city resources. The proposal recommended to the
council would require the expenditure of $180,000 -$230,000 of
city funds to gain the equivalent of 200 softball games during
the period from May 15 to July 31. Observations by my neighbors
and I indicate that the ball fields are vastly underused now,
especially on weekends. The Mendota Heights Athletic Association
and the adult softball leagues have demonstrated that they can
solve their field shortage problem through flexible scheduling
arrangements for the 1996 season. Despite claims that the
programs are increasing too fast for the current number of
fields, there has been no demonstration that such a significant
expenditure of public funds is justified or that it will truly
provide a long-term solution to the problem. The city may have
to decide that it simply can't fulfill the entire demand for ball
fields.
My neighbors and I genuinely believe that Mendakota Park is
an excellent community resource and an amenity that adds to the
pleasure of living in this neighborhood. On balance, it would be
an unwise decision for the city to spend significant funds for
such a questionable benefit, given the certainty of causing
problems for surrounding homeowners.
Si erely
�
ichael C. lack
cc: City council members w/enc.
���
PBTITION
N�IJDOTA HgIGHTS PARiC & RECR.SATION BOARD
NI�iDOTA HSIGATS CITY COIINCIL
s F —�
.{ E8 .� � �996 �
f '?"�•
`��..,,,, L
w�
�4ti
RE: PROPOSAL FOR TIiB INSTALLATION OF FI$LD LIGHTS FOR TI�
SOFTR T•T DIAMONDS AT I�NDAROTA PARiC
We, the undersigned homeowners of Mendota Heights who
near Mendakota Park, hereby register our objection to the
proposal for field lights to be installed at Mendakota Park
nighttime play at the softball fields.
live
for
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening; •
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which permits
players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities.
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
!� ' G
G�� �� �
. _ c i> �
�ddress
I �B� O�/��V r�A'���� Ci7�
� /' � .� � ` ��
7 Pi f/��i�-�
,
4./ � � �� �9S l-/�.� �: _.,�
0
C�
�
PETITION
NIBNDOTA H$IGHTS PARR & R.$CRgATION BOARD
N�NDOTA FI$IGHTS CITY CODNCIL
._._�. _ _...._.._..�----------
RS: PROPOSAL FOR TI� INSTALLATION OF FIBLD LIGHTS FOR THE
SOFTBALL DIAMONDS AT MMSNNDAROTA PARR
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objection to the
proposal for field.lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in.the
evening;
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which pennits
players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities.
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
Address
� %/ /,v ( � �l d Q �� a r .� �. / •
+.-. 1'�/1 / , i _• �. •�-
� � �L%i� y" /_:! .
l �.. ��� _�_. .
Q G%
a� � ���
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�� 1
� �, r Z�.,�✓�
l�- •
0
/ � , �: �.�'
0
�
PSTITION �y� ,� �996 ��� �
�Ei i��� .. a
TO : MSNDOTA HBIGHTS PARR & R..i3CR$ATION BOARD ►���-"`''' `'""— ---- _,
MBIdDOTA HSIGHTS CITY COUNCIL '��� yV�s�w
RE: �PROPOSAL FOR TI� INSTALLATION OF FIBLD LIGHTS FOR THE
SOFTBALL DIAMONDS AT N�NDAKOTA PARK
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objection to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
� evening; �
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which permits
players and fans to stay in the park too late, making
- noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
.from other cities.
• We demand that our concerns be talcen into account in any
proposal for installing lights at the park.
T�Tama �r9ri rc c c
m
r�
�J
PBTITION
��:� � � ��
TO: N�NDOTA HEIGATS PARK & RBCRSATION BOARD � �� ��':� , �:�I
NIBNDOTA I�IGHTS CITY COUNCIL -. . �,...._..___,.�-----,�
RS: PROPOSAL FOR Z� INSTALLATION OF FIELD LIGHTS FOR TI�
SOFTBALL DIAMONDS AT N�iDAROTA PARR
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objectioin to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns - �
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening;
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which pexmits
players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities.
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
a_Q-t��e� .
.�
�
Address
�S � ��
,.
_ ��� -� � %
�
���
�
�
PETITION
MSNDOTA HBIGHTS PARR & RBCRBATION BOARD
MEI�IDOTA HgIGHTS CITY COIINCIL
0
��� � � 1996
��r�r�......r.... �� �`ar�V
RS: PROPOSAL FOR TI� INSTALLATION OF FI$LD LIGHTS FOR TI�
SOFTBALL DIAMONDS AT N�TDAROTA PARR
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objection to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening;
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
� Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which permits
players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities.
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
Name
, �-C I., �� �
�� �-�-���/� �
G��y,,,�:�.:-��; ..� �_ �� ::�y,
�ddress
�� ���F�. .���. �.�� �C.t- /'�� ��s
�_. ,
��.- �� / C �:'ti � �'�..�=c'•`� '`----
o` i%7,C�--�+��-t'� �-�`� N� . �'/oL c?
��t�� � �� ����1 ��Z�� � ( �f�rcfd��Cc-tx. (� . ss �zo
�� �'� � �
0
P$TITION �..—� �' �L1LJ�
�����__ `+•-._r
TO: N�NDOTA Ii$IGHTS PARR & R$CRSATION BOARD
N�NDOTA HSIGHTS CITY CODNCIL
° R$: PROPOSAL FOR TI� INSTALLATION OF FIELD LIGHTS FOR THS
SOFTBALL DIAMONDS AT N�NDAKOTA PARR '
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objection to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening; �
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which pennits
players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities. "
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
m
a
�
P$TITION
M$NDOTA HEIGHTS PARR & R.BGR$ATION BOARD
N�DOTA HSIGHTS CITY COUNCIL
��, � V
'`4r�
�• �_ �
♦,�,e�'�' -.
RB: PROPOSAL FOR TIiB INSTALLATION OF FIBLD LIGHTS FOR TI�
SOi�TBALL DIAMONDS AT M$NDAROTA PARK
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objection to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening; �
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which pennits
. players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities.
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
Name �.ddre s s
f7%� Z_ z // ..Ic'.,,y.c/ �T
���
P$TITION
N�NDOTA HBIGHTS PARIC & RSCR$ATION BOARD
Ni�NDC)TA HSIGHTS CITY COIINCIL
. � .-��
.;� ==—.-m�,. .
FEB' � J `;�
► '� —! . � . �'� c
�' � .n.... _..�,,r':Ccs:C1'
RB: PROPOSAL FOR TH$ INSTALLATION OF FISLD LIGHTS FOR T�
SO��T•T• DIAMONDS AT N�iDAKOTA PARK
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objection to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening;
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which permits
players and fans to stay in the park too late, making
noise and causing trouble;
- Use of city resources to improve ball fields solely for
" the benefit of adult softball players;,
- Use of city resources to benefit adult softball players
from other cities. �
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
�
Name
�
• ��; _
'■� '�� u� '
'� �
�
v - , .
.
�
PBTITION
M$NDOTA H$IGHTS PARK & RBCR$ATION BOARD
NI$NDOTA HSIGATS CITY COUNCIL
�
RS: PROPOSAL FOR Ti� INSTALLATION OF FIBLD LIGHTS FOR TI�
SOFTBALL DIAMONDS AT M$NDAKOTA PAR.R
We, the undersigned homeowners of Mendota Heights who live
near Mendakota Park, hereby register our objectioin to the
proposal for field lights to be installed at Mendakota Park for
nighttime play at the softball fields.
We have the following concerns -
- Lights shining into our windows until late in the evening;
- Noise from softball players and fans until late in the
evening; � �
- Increased car and pedestrian traffic congestion on
Mendakota Drive;
- Rowdy behavior and drinking by adult softball players and
fans until late in the evening;
- Insufficient enforcement of park hours which permits
players and fans to stay in the gark too late, making
r�nise and causing trouble;
- Use of city resources to improve ball fields solely for
the benefit of adult softball players;
- Use of city resources to benefit adult softball players
from other cities.
We demand that our concerns be taken into account in any
proposal for installing lights at the park.
Name
�����
i e� `T-"c-�4�,
���
� ����
� � ���v�- �c.,s
_ l��
�. _
�r•
io. "
!�-f`�-e 1��9<1{ �`�" `���
� �
T0:
FROM:
SUBJECT:
MEMO
Date: 12-27-95
Mayor, City Council, and City Administrator
Paul R. Berg, Code Enforcement Officer
Building Activity Report for December 1995
CURRENT MONTH
BUILDING
PERMITS: No. Valuation Fee Collected
SFD 3 575,822.00 4,765.21
APT 0 0 0
TOWNHWSE 0 0 0
CONDO 0 0 0
MISC. 18 347,300.00 4,204.50
C/I 3 2,970.00 90.75
-------------------------------------------•
Sub Total 24 926,092.00 9,060.46
TRADE
PERMITS•
YEAR TO DATE 95
YEAR TO DATE 94
�
No. Valuation Fee Collected � No. Valuation Fee Collected
�
30 6,008,904.00 49,093.30 � 51 9,567,238.00 79,780.44
0 0 0 � 0 0 0
1.0 1,247,416.00 11,988.11 � 0 0 0
0 0 0 � 10 928,524.00 6,269.78
342 2,892,394.00 47,591.12 � 364 8,302,752.00 69,744.11
79 3,758,152.00 33,236.23 � 69 19,974,152.00 97,846.24
•------------------------------------+------------------------------------
461 13,906,866.00 141,908.76 � 494 38,712,666.00 253,639.97
Plumbing 6 190.00 � 105 4,100.00 � 133 9,345.00
Water 7 5.00 � 44 220.00 � 92 460.00
Sewer 1 77.50 � 44 770.00 � 81 1,417.50
Heat, AC, � �
& Gas 75 752.00 � 209 11,955.50 � 266 23,306.00
-------------------------------------------+------------------------------------+------------------------------------
Sub Total 23 964.50 � 402 17,045.50 � 572 34,528.50
Licensing•
Contractor�s � I
Licenses 2 50.00 � 378 9,450.00 � 378 9,450.00
-------------------------------------------+------------------------------------+------------------------------------
Total 49 926,092.00 10,074.96 �1241 73,906,8b6.00 168,404.26 �1444 38,712,666.00 297,618.47
NOTE: All fee amounts exclude Sac, Wac, and State Surcharge. Amounts shown will reflect only permit, plan check fee, and
valuation amounts.
T0:
FROM:
SUBJECT:
BUILDING
PERMITS•
MEMO
Date: 12-29-94
Mayor, City Council, and City Administrator
Paul R. Berg, Code Enforcement Officer
euilding Activity Report for December 1994
CURRENT MONTH
No. Valuation Fee Collected
SFD 4 662,352.00 5,751.09
APT 0 0 0
TOWNHOUSE 0 0 0
CONDO 0 0 0
MISC. 22 325,694.00 4,581.22
C/I �6 2,798,243.00 12,369.48
-------------------------------------------�
Sub Total 32 3,786,289.00 22,701.79
TRADE
PERMITS•
YEAR TO DATE 94
No. Valuation Fee Collected
51 9,567,238.00 79,780.44
0 0 0
0 0 0
10 928,524.00 6,269.18
364 8,302,752.00 69,744.11
69 19,914,152.00 97,846.24
•------------------------------------�
494 38,712,66b.00 253,639.97
YEAR TO DATE 93
No. Valuation Fee Collected
84 74,147,092.00 115,425.12
0 0 0
0 0 0
50 4,701,885.00 32,280.63
302 2,308,229.00 39,094.37
73 6,235,543.00 49,808.11
•------------------------------------
509 27,392,749.00 236,608.23
Plumbing 6 765.00 � 133 9,345.00 � 210 8,391.00
Water 7 5.00 � 92 460.00 � 153 840.00
Sewer 7 17.50 � 81 1,417.50 � 148 2,590.00
Heat, AC, � �
& Gas 19 7,320.00 � 266 23,306.00 � 310 19,457.50
-------------------------------------------+------------------------------------+------------------------------------
Sub Total 27 2,107.50 � 572 34,528.50 � 821 37,278.50
Licensing•
Contractor�s � �
Licenses 9 225.00 � 378 9,450.00 � 364 9,100.00
-------------------------------------------+------------------------------------+------------------------------------
Total 68 3,786,289.00 25,034.29 �1444 38,712,666.00 297,618.47 �1694 27,392,749.00 276,986.73
NOTE: All fee amounts exclude Sac, Nac, and State Surcharge. Amounts shown will reflect only permit, plan check fee, and
valuation amounts.
0
T0:
FROM:
SUBJECT:
MEMO
Date: 12-22-93
Mayor, City Council, and City Administrator
Paul R. Berg, Code Enforcement Officer
Building Activity Report for December 1993
CURRENT MONTH
BUILDING �
PERMITS: No. Valuation Fee Collected
SFD 6 1,121,177.00 9,357.16
APT 0 0 0
TOWNHOUSE 0 0 0
CONDO 0 0 0
MISC. 11 77,494.00 1,438.90
C/I 12 77,930.00 1,589.58
-------------------------------------------�.
Sub Total 29 1,276,601.00 12,385.64
TRADE
PERMITS•
YEAR TO DATE 93
YEAR TO DATE 92
�
No. Valuation Fee Collected I No. Valuation Fee Collected
�
�14,147,092.00 115,425.12 � 128 20,780,295.00 780,080.88
0 0 0 � 0 0 0
0 0 0 � 5 669,391.00 6,251.92
50 4,701,885.00 32,280.63 � 138� 9,913,962.00 60,613.64
302 2,308,229.00 39,094.37 � 295 3,373,577.00 36,841.69
73 6,235,543.00 49,808.11 � 55 6,274,439.00 36,530.45
•------------------------------------+------------------------------------
509 27,392,749.00 236,608.23 � 621 40,957,598.00 320,318.58
Plimbing 5 263.00 � 210 8,391.00 � 310 34,217.00
Water 7 710.00 � 153 840.00 � 284 1,460.00
Sewer 9 157.50 � 148 2,590.00 � 267 4,672.50
Heat, AC, � �
& Gas 79 895.00 � 310 79,457.50 � 409 44,418.50
-------------------------------------------+------------------------------------+------------------------------------
Sub Total 40 1,324.50 � 821 31,278.50 �1270 84,768.00
� �
� �
Licensing• � �
� �
Contractor�s � �
Licenses 24 600.00 � 364 9,100.00 � 325 8,125,00
-------------------------------------------+------------------------------------+------------------------------------
Total 93 1,276,601.00 14,370.14 �1694 27,392,749.00 276,986.73 �2216 40,951,598.00 413,211.58
NOTE: All fee amounts exclude Sac, Nac, and State Surcharge. Amounts shown will reflect only permit, plan check fee, and
valuation amounts.
�
Homes within 2000 feet of Mendakota Park - By Neighborhood
Mendakota Estates ........................... 29
Eides Estates & north of Wagon Wheel........ 42
South of Wagon Wheel Trail .................. 49
Friendly Hills-East of Dodd/west of ROW..... 64
Friendly Hills east of unused ROW........... 38
222 �
Petition received by City on February 15,.1996 contains
60 signatures representing 39 households
Information compiled by Guy Kullander 2/20/96
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FEASIBILITY STUDY
BALLFIELD LIGHTING AT MEND�4KOTA PARK
T$ble Qf C'nntentc '
Background and History . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . 1
Description of Park . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Desiga Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Funding/Costs Options . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Project Time Line . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Construction Effects on 1996 Pla.y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Other Items for Consideration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Draffings�
1.. Mendakota Park and Surrounding Area . . . . . . . . . . . . . . . . . . . . . . . . 3
2. House Locations in Relationship to Light Poles . . . . . . . . . . . . . . . . . . . 4
3. Po1e Locations for Three Designs . . . . . . . . . . . . . . . . . . . . . . : . . . . . 6
4. Control of Light Spill-bulb Design . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
5. Control of Light Spill-bulb Desiga . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
6. Computer Generated Photometrid Design . . . . . . . . . . . . . . . . . . . . . . . 9
7. � Comparison of Internal Po1e Locations for
For 28 vs. 16/20 pole designs . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
:����� :�
1. 7oint Meeti.ng with Council and Recreation . . . . . . . . . . . . . . . . . . . . A-1
2. Letter to council from Mendota. Heights Athletic
Association, John Norton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A-2
TABLE OF CONTENTS (Continued)
3. Mendakota. Park Scheduling 7oint Meeting
December 15, 1995 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A-3 - A-8
4. Council Minutes from May 16, 1995 . . . . . . . . . . . . . . . . . . . . A-9 - A-13
5. Mendakota Park Scheduling Joint Meeting �
August 9, 1995 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A-14
6. Mendota Heights 1995 Softball Team Status . . . . . . . . . . . . . . A-15 - A-17
7. Mendakota Park Field Reservations 1995 . . . . . . . . . . . . . . . . . . . . . A-18
8. Mendota Heights Athletic Association Sports
Registration and Field Schedule . . . . . . . . . . . . . . . . . . . . . A-19 - A-22
.
�
BACKGRtJIfN.11JffiSTORY
1. In 1985 planning consultants, at the Council's directian, prepared a Park and
Recreation Feasibility Needs Study. One component of this repart was an evaluation of
the current �and future needs for play fields in the community. At this taune the City
maintained six. youth size softball fields located in six neighborhaod parks.
2. The Needs Study recommended the addition of baseball, adult softball and ful.1-size
dedicated soccer fields to the City's Pazk facilities. To accomplish this, planning for a
referendwm began in 1986 with a$2.5 u�illion pmposal, which was rejected by the
voters on May 3, 1988.
3. Park supporters and the CiLy Cauncil form.ed a Citizens Review Comm.ittee to evaluate
park needs and to recommend imp�vements to be incl.uded in a secand zeferendum.
4. The second referendum, for $3.4 nvllion, pass�d in August, 1989. The first
impmvement paroject was begun in 1990, with all remaining funds to be used to
camplete North Kensington Park in 1996 {appmximately $20,Ot}0 +).
Improvemen�s accomplished with Referendum�funds,include:
- New and upgraded play equipment in ten parks
- Installed hard courts in nine paurks
- Constructed five new parks {Mendakota, Kensington, Victoria Highlands,
Hagstrom King & Sibley)
- Made improvements to six existing ballfields (Ivy, Wentworth, Friendly Hills,
Valley, Marie and Civic Center}
- - Constiucted nine new ballfields
• One baseball (Sibley, 1994} ,
• Two yauth saftball (Victoria. Highland & Hagstrom King, 1990)
+ � T`wo youth baseball {Sibley, 1990) � . —
• Four adult softball(Mendakota, 1991)
- Improved tiuee youth soecer fields (Weniworth, Friendly �3[ill, & Ivy Parks}
- Canstiucted ane yauth saccer field (Mendakota) and three dedicated full size
svccer fields {Sibley 1 and Kensington 2, 1990 & 1992}
- En.larged trail system. Currently over twenry miles of trails are maintained by
City l���intenance crews.
All facility ohjecti�es of the referendum were accamplished and the play fields identafied by
the Cit.izens Review Caxnmittee, in the second refearendum,were constructed.
Mendakota. fields were first used during the 1992 season for adult softball games. In 1994 and
1995 the expansion af yauth ball programs and loss of fields in 1996 used by the Mendota
Heights Athletic Associa.tion outside the city have resulted in a shorta.ge of pla.ging fields for
youth games. Cauncil directed Staff to meet with the adult softball team coaches and iocal
1
1
youth associations to review options for rescheduled and shared use of the 14 (includes 3 at
Sibley)City ballfields. (See memo of December 15, 1995 to City Council by Kevin
Batchelder, Appendix A).
On 7anuary 9, 1996 a joint meeting between the Council, Park and Recreation Commission, a
delegation of adult softball coaches, and members and coaches of the Mendota. Heights
Athletic Association met to discuss possible solutions for short term and long term use and
scheduli.ng City ballfields.
The result of this meeti.ng was a Council direction to Staff to prepare this feasibiliry study for
installing a ball field lighting system at Mendakota Park.
DESCRII'TION OF PARK
Mendakota Park is a nineteen acre park located west of Dodd Road approximately one half
mile south of Trunk Highway Iiighway 110 (see Illustration #1). A NSP high line cuts the
park, north/south, into two sections, wit� all of the picnic and playfield areas east of the NSP
easement and trails, grass volleyball and a full size basketball court to the west.
To the south the pazk borders a 125 foot wide strip of land owmed by NSP which connects to
the Roger's Lake Substation (shaded area on area map). The west side of the park abuts the
backyards of single family housing on Mendakota Circle. The north boundary is Mendakota
Drive and north of the street is the Mendakota Country Club and golf course. Dodd Road
(State Trunk Highway 149) forms the east boundary with single family housing and three
businesses east of the roadway. Mature trees surround the park on three sides. Only to the
west where single family homes began development in 1987 are mature trees lacking. NSP
Roger's Lake substation has high lines and towers radiating to the north, east, and south.
The topography of the area east of the NSP highline is generally level with the l�nd east to
west rising at the NSP easement. The topographic elevations vary significantly as is illustrated
on Drawing #1. Spot elevations and grid lines x-x, y-y, and z-z show that the east=�side-of the
park is at elevation 890, the NSP highline at elevation 904, and Mendakota Court at elevation
898. Grid line x-x indicates that the Roger's Lake Substation is at elevation 880 and the land
begins rising north of the substation. The trail is elevation 896 and near the power line pylon
next to Mendakota Drive the elevation is 908. The easterly area of the park, south of the NSP
easement, in the 7ohnson's yard, the elevation is 912, drops to 895 at the outfield fence, and
rises again at the earth berm along Mendakota Drive to elevation 896. T'he Fire Hall parking
lot is at elevation 886.
The "H" style wood high liae poles through Friendly Hills and the Eide Estates lots are
normally 70 feet in height. The steel poles going north fmm the substation are 81 feet and 91
feet high. The steel pole closest to Mendakota Drive just west of the parking 1ot will be 37
feet taller than the 70' light poles proposed for lighting the outfields of the complex.
P:
Mendakota Country Club & Golf Course
��
y
� � ��+�.. ti �. 'i l.'
���
Arrows indicate distance
from proposed ligh�s pales
to adjacen� homes.
(Ci�,y of HOUSE LOCATSONS _ IN � f��
�e11(�,0�, RELATIONSHIP TO
He1;�S PROPOSED LIGHT POLES n
ViCi'C7RtA CUAYE • MENDGrtxl f{Efq�fi5. MN bSfi8 �(6t2j't52�1850 L
�
DESIGN CONSIDERATIONS
The proposed design for lighting at Mendakata Park ballfield complex was based on two
concerns. Proper illumination for athietes and spectators and the control of light spillage and
glare onto adjacent neighboarhoods and properties, _
Number and location of light poles is critical to achieve a smaoth distribution of light.
Luminaries (light fi�.ure} should be located so they are p�ajecting light the shortest distance
possible while minimizing glare. Specific airming points for luminaries fmm the base of the
pole should be no more than twice the mounting height of the luminare above the playing
surface. The 3p0 foot deep center field area had a signi�'icant effect on determ7ining the pole
height at the ouiside perimeter of the complex.
'lfiree contractors were contacted and each submitted a propased design for lighting the field.
The three pole ararangements are illustrated on Figure 3.
Luminare mountuag height should be selected to keep naxmal p1a.y below the line of sight of
the luminaires. This also depresses the flood-light aiming to avoid glare. The Iarger the field
the higher the maunting height must be to keep the same average aiming angles.
Recommended height of the poles is twice the distance from gale to auning paint.
The Iacation of polies is designed so that the ball will be lighted on both sides anywhere on the
iield. The illumination extends fmm the gmund to the highest point reached by a hit ball. To
eliminate glare, no polies should be located in line or on the ciiagoal between any of the
baselines. This insures that the ball will never gass between a player aud a light.
Sparts lighting standards established by the Illuminating Engineering society of North America
define a systems perfo�manc� in two ways: foot carndle (fc) level and unifarmity.
Lighting levels are recarded in foot candles. Sunshine is generally $,000 foot candles during
the summer months while moonlight comes in at .01 faot candles. Bas�ball and so�tball-fields
require twa levels of lighting, one level for the iniield and one for the out,field. Recreatianal
lighting is usually 30fc infie2d and 20fc ou�f'ield. -
These elvels are avera,ge lighi levels over the field area. An infield lit ta 30fc will contain
some areas 1it to 50fc and others at 20fc.
As the light emitting element ages the amount of illumination decreases, For this reason it is
prudent ta over design a system by 10-15 °b to allow for this drop in illuminatian. The average
life expectancy of a metal halid bulb is 3,000 - S,OOQ hours of operation. For the level of
usage anticiapted in this park, tlus results in an 8 to IS year bulb Iife.
Gontrals for the light system would include timers, light sensors and the ability to illuminate
only ane, twa, or all four fields at a time. -
�
_ =#_===; • • ; •
• 10' f�nc�
' � � 60'
_... � _�.
•
2 8 POLE DES IGN..
•
, __�===; • • _ •
' �\ • ,o� a.no.
� 60'
�,
27'
20 POLE DESIGN
. __= � - =; • • ;
� ,o� �
• "'- 60'
�5'
� 1 6 POLE DES IGN
POLE HEIGHTH AND POLE LOCATIONS
AFFECT THE AMOUNT OF SPILL LIGHT
,°,' 2'S' LEAVING THE FI�ELD AREAS
� C�'Y � POLE LOCATIONS- FOR 2/ g 6
1' ' d� 1'Viendota PROPOSED LIGHTING
He1�S DESIGNS �
.1101 VICPORIA CURYE • MENDO�i71 HElGtiiS, MN bSf18 (6t� 452-1850
a
�
y
* MAXIMUM LEVEL OF � '
ENVIRONMENTAL LIGHT CONTROL
External relfectorJbaffel. combined
with built-in light control
results in even greater control
af environmental light. Reduces
off-fieid spill and glare by as
much as 95� while maintaining
smooth even lighting on the field.
40
FULI, MpON = 0.5 fa
FULL SUN IN SUMMER = 8�040 fC
�
0
a
�
, w
0
,� �
ACTUAL FIELD
�,O MEASUREMENT
y OF LIGHT LEVEL
O'
I ' ! 1
75 64 45
�
;
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tt.5 s>':r:z:>>::,.,.. ..
wuca. .�..... Q
� :::;: :.: :....
�e.�, � z
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�a
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.��: �:::v.:::::..:::: 3
�e.�
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>.:;>:>: '
� s.4��::s:::h:;, ..::: :.::..
�?: r:;..:. .�c�:. ..
.�a 4 «�a
�r
��
, 30° LUMINAIRE DESIGN
` / ALLOWS MORE LIGHT
1 T4 BE PROJECTED
ONTO FIELD AREA
LIGHT MEASURED IN
FOOTCANDT,ES (fCj
O � O
h� . �4 • �b.
��� i F
30 95 60
�"1 t`�rN
GA
°rNa
O
tib� y�'�e
� i �� I
TS 94
SHADED AREA IS LIGHT
SPREAD ABOVE THE
AIMING Pt}INT OF THE
FTXTURE
5
COMPUTER•GENERATED
PHOTOMETRZC LIGHT.
VALUES AT 15' x 15'
GRID COORDINATES
4 `a �j' O
ry�, ry� ��. ry�.
��� I I � ! � A F
185 128 135 i50'
•s
�FERED ATMING
JLE 60��degrees or Iess
HEIGHTH OF POLE
SHQULD BE HALF
. THE DISTANCE TO
THE AIMTNG POINT
FROM THE BASE OF
THE POLE
?0` Po2e = 140' OUT
FROM BASE OF PQLE
z
A
* RECOMMENDED LIGHT TECHNtJLOGY
Reflector is designed to
create a composite af
non-symmetrical beams.
This composite beam reduces
glare and wasted spill Iight
by 50 to 95 percent over
canventional reflec�ors.
Prior Technology � New Technology
� •
,-
�
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I ' ' � i,
r
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r - � �� i
�- a , . �
i� � - - � ! • � _ � � t�l�'==. i ��!
150 ft
275 ft
300' At Centerfield
� ��'F'b F�A �
101'
�
CONTROL O'F VERTICAL SPZLL
LIGHT ABOVE COMPLEX CAN BE
LESSENED BY USE OF EXTERNAL
HOODS ON LUMINAIRES
,�04
G'�g
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Z,6�
S
BAS� �'b
. ��1A8, w
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���TWENTY EIGHT POLE DESIGN
�o Number of luminaires = 126
n'�Heighth of poles-infield = 60 ft.
"'' -outfield = 70 ft.
"•'Design Criteria: 50 footcandles infield
� 30 footcandles outfield'
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Arrow indicates aiming point for luminaire.
STATISTICAL AREA : OUTFIELD STATISTICAL AREA : INFIELD
Average fc = 26.87 Average fc = 35.1
Maximum fc = 41.3 Maximum fc = 50.7
Minimum fc = 14.7 Minimum fc - 26_�
�� C#Y � SAMPLE OF COMPUTER
�' ;�d'i� 1Viend4ta, GENERATED PHOTIr'IETRIC .
He1g�S DESIGN CALCULATION �.
'f101 YICi�ORW CUFiYE • MENDOTA ltEtGHtS, �iPi SStt8 � i6t2) 45�1850
9
16 POLL, 136 FIXTURE
20 POLE, 144 FIXTURE
�
a
.�
a
m� Oak
w
c�o `�
� .
�,
-rl
G4
...,.-�a �r't+�wt�t.. �M
Ag Lime ' Turf
28 POLE, 126 FIXTURE
a
a
,i
a
m
�
rt
�
�
C1
H
-.�1
W
��
Ag Lime
27'
ro
m
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a
0
H
a
a
a d
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d a �
' � w
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�
Turf i Ag Lime
0
a
0
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a�
m
a m
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a �o
m
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m
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�
�-C Turf � Ag Lime
a�'
�
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m
45' 27' •
• - 109 ' �
ALL THREE PROPOSALS REQUIRE LIGHTS LOCATED APPROXIMATELY
125 FT. OUT FROM HOME PLATE. THE ABOVE GRAPHICS ILLUSTRATE
WHERE THE POLES WOULD BE LOCATED. .
� C� � COMPARISON OF POLE
t' ' t7. 1Viendo�a LOCAT-IONS . 2 8• POLE
� Heights VS . 1 6 & 20 POLE PLANS
.1t01 VICPORIA CURVE • MENDO?A HEIGHiB. MN bSt18 �(81� 4521850
10
Three proposals have been received by Staff.
1. 16 pole, 136 fixtures at $180,000 -$200,0(}0
2. 20 pole, 144 fixtures at $223,000
3. 28 pole, 126 fixtures at $200,000 -$210,000
All three estimates are not very detailed. T�vo included internal fixture reflectors, one gave no
information. One included external hoods the other two gave no information, the number and
strength of different pole designs effect cost. Less poles with more light fixtures attached must
be stronger to accept the e�ra. weight and wind loads.
Woad poles were not considered acceptable for mounting lights for aesthetic reasons.
FUNDINGiCOSTS
The estimate final cost to install a complete lighting system for Mendakota would be from
$180,0(}0 to $230,000.
A. CONSTRUCTION �'UNDING OPTIONS
1. Float Equipment Certificates for 1996
- Police = $ 47,000
- Parks = $ 23,0(}0
- Road/Bridge = $ 32,000
$102,0(?0
The balance of construction costs would come from the 5pecial Park Fund. The Council
would need to levy taxes over the next five years to retire Equipment Certif'icates. Add to
project cost Certificate Issuance Fees and interest payments amount unknown (estimate$�0-
30,000). �
2. Use Special Park Fund to pay for lighting system. Current balance of fund is
$463,Q00. �
Council options on future of fund:
a. Levy taxes to replenish fund
b. City or private fund raising efforts
c. Ballfield user fees to replenish fund
d. Revenues from concession stand profits to fund
e. Do not replenish fund
11
3. Combination of private and Special Park Fund Contributions to fund lighting
improvements.
Council would "match" private fund raising efforts and when sufficient funds
were accumulated the project would be constructed.
B. OPERATING COSTS FOR LIGHTING SYSTEM
Annual cost to light the four field complex for five months per year should be approximately
$6,500 to $7,500. lfiis is based on a twenty week (Mid April through August) pla.ying
season. Average use of lights would be two hours per night. Three hours ia spring and fall
one to two at mid summer for an estimated operating use of fifty hours per month. Fields will
only be lit unti110:00 P.M. (Park hours are from 6:00 A.M. to 10:(}0 P.M.)
NSP would charge a Demand Charge of $1,000 per month plus a usage charge for actual
power consumption. Actual consumption costs per month would range fmm $350 to $750.
Estimate of additional costs to park operations if lights are installed.
a. Employee to p.rep fields for late games (� hours per day x 6 days)
depending on employee pay level $2,000-$5,000.
b. Wear and tear on fields with additional usage =$????
c. Light system maintenance for first 5 years would be minimal, thereafter
possibly $1,500 to $2,000 per year. Systems comes with 5 to 7 year
warranties.
PROJECT TIlVIE LINE
1. Feasibility Reported presented to Park and Recreation Commission on February 13,
1996.
2. Recommendation from Park and Recreation Commission to City Council for discussion
and/or action.
3. •. Present Feasibility Report to Council, February 20, 1996. Council action could be:
a. Order public information hearing
b. Seek RFP's from consultants to design system
c. Direct staff to design system and prepare plans and specifications for bidding
d. Cancel project
e. Other ???
4. Following preparation of plans and specifications either by a consultant or by City Sta.ff
Council would approve the plans and advertise for bidders. Estimate a-four week
bidding process. �
12
�
5. When bids were received and accepted by Council and contract awarded work could
begin. Estimate three month constiuction period. Poles and luminaries require six
weeks from time placement of order for delivery. �rf restoration could be done by
parks crews to save money, but this would require significant time on their part in late
summer.
6. Lights would be available for full use in 1997. If project proceeds on a"fast track"
lights could be available for late 7uly or August of 1996.
EFFECTS OF CONSTRUCTION ON 1996 PLAY
None of the light poles would be located within a fenced area on any fields so no disruption of
play should occur. Po1es located within the hub area or opposite the first/third base areas
would also be outside the fence play area. Only disruption should be to the spectator areas and
trail areas around the perimeter of the play fields.
Some disruption or conflicts with the underground irrigation systems are expected, but with
the abilities of our park crews these can be minimal in nature and should not effect the general
maintenance of the play fields during construction.
OTHER ITEMS TO CONSIDER
1. Extended and more intensive use of fields will require increased maintenance (time and
supplies).
2. Late or weekend games may require a park employee to remain on duty after 4:30 to
drag or prep fields for later games.
3. More players and spectators would make a higher demand on service fro�n the
concession stand and possibly result in a revenue source. -
4. Consider lighting the youth soccer field west of the ballfield. Only three additional
light poles would be required (estimate $25,000). (No requests for night youth soccer).
5. ' Consider wiring certain light poles for public address system.
6. Consider wiring for electronic scoreboard ia one or more fields.
7. The maintenance storage room at the comfort station is very small and does not allow
storage of chemicals, equipment, or other large supplies. Everything must be hauled or
driven over from the Public Works Garage.
A storage building at the park that could accommodate one or two vehicles and bulk
storage would be very beneficial to park maintenance crews. Estimated 24' x 40'
building would be adequate. Appro�mate cost $25,000. -
13
8. Cansider adding additianal ligbi at play area. Two oar t�u�ee poles approximately 12-25
feet high similar to the parking lot lights (estimate $10,00p). This is a safety issae.
F�cisting light levels should be measured to verify that a safe light level exists for after
use after sundawn.
14
�
crrY aF �.ivnaTA aaExGxTs
�� �
Januazy 4, 1996
Ta Mayox, City Council and Parks and R�creation Commissioners
Fmm: Kevin Batchelder, Interim City Adrnizusl.rator
Subject: Discuss 1Vfendakoia Park Fie1d Use and Long Term Soiutians to Fieid Space
in May 1995, Mendota Heights Atbletic Assaciation (ZvIC3AA) met with the City
Council to "rela�c" the softball oniy policy at Mendakata Park. City Council directed staff to
work with MHAA and the adult softball representatives to determine if both groups could be
accommodated at Mendakota Park.
Meefings with both gmups have been held during the Summer aad Fa11, and it appears
tha�t they have come ta an agreement through the use of flexible schedulirng that wi11
accommodate play ia 1996. However, because this is only a short term sol.ution, they feel it is
necessary to discuss lang term soluti.ons to the need far field space. They requested a Joint
Workshap with the City Couacil and the Parks and Recr�ativn Commission. City Council
agreeci and the workshop was scheduled for 7anuary 9, 1996 during the regularly scheduled
Commissian meeting. (Please see attached December 15, 19951etter from 7ohn Norton, -
MkIA►A Baseball Commissioner.)
Atta.ched you will find a December 15, 1995 memvrandum to the City Council that
provides a detaiied diseussion of the backg�ound of this issue and the gmups discassian of
possible salutions, both short term and lang term. 3im K3lbwrg, softball repmsenia�ive, and
John Norton, Ni�iAA Ba�ball Commissianer, will be present to discuss thi.s Iong term field -
space solutions, in partiG�lar, lighted fields at Mendakota Park. Notice has also been sent to
oiher NT[�4A officiials and t�c► each sofiball team manager.
� City staff will be prepared to discuss lighted �ields at Mendakota Park and recent ciry
effarts ta attain more ballfield space. �
i ' � t' �i 1
Discuss field space issues with Mr. Norton and Mr. Kilbnrg and provide staff with any
appropriate direction.
Appendix A-1
FROIh ; Jahn J Norton LU5 l'�.: 6i2 459 7614 UEC.15.1995 11:39 f#9 , P 2
• .. .i ;_:, . . ' ; . . ,,... . � . � .' •, • . :,' : .'. . , ; • ,
' ' � ' , . ' ' � . . _ _ .. ' . • • ' .
• . • . • � • ' . . " . ' . . . � ' .
. . '•• : . . � . J • . ' ': � ; � : : '. ; _ , .'. : .
. •D.eaember.,15, 1'995 • . • " • . .. ' ' , .• : . .
� .. . 'Ci�tx Ot Mendata ' . . . , . • ' ' . .. , ' • � � ; .
• . • � . . • . • . .
. � . ' . " ' . . ' , . ' . . • . ' ' ;' ', . . ' . . •' ,_ . . .
� ' , ' Dear�, City Cpuh'ci Z .• . ' , : ' . ' • ' ��, � . �. • �. ' . , , . ' . - .
. .• . . . .
�,•��7im Kilbexg,� �tl�� repr�eses�ta the ap#t�al l c�n'shr�:iiam for Mez�daka�a �'
.•. Eie3ds; .Jah�a Norton, incomi,z�q Hz�sebat2l Cuna3�i��iutier.,' and �Dave �
' • Ayres,. .Sattbai�] Comrnifis;ioner,• have warked out••a achcdule .that �• •
. should reasanabl'y •�c;c�mmodete the ever S7rouiriq ba�ahall. 'Rnd �
• snf�ball �team� in �his' �rea. That +�che$ube �tt�.uld a1�so include . � .
�.he adltlt softba�ll team� thak are,pr��eatly aoiaq the Mendaltata • '
• fiel,ds, a� wa11 as_ sume .at ouX YouL•h team�•. �.. . ,
�. . . : , , . � . • . , .
.' 'il• � should be understotid,' h�cr�:vRr, that thi.s can�'anly be: dano '��o'r. �
..one mare year because of tlse �iLe of �the p�oqrams, .' They haue �
'': q�otten t:r� t}�e poit�t Wh�re they ar� goir�g bur�t ati the �cams. T��r '.
••.sct�edulr will result in vex'Y tis�ht schRdt�l9ng �or.'the �iQlds both.�
" '.in hours and �ay� . ' , : . ' . . . ' . . .
� •it �•' a.a impera.tiv�� �i�a:� the Cit,y Council make �i:•t' tbPir Iit1Tt1}�AX D?2@ .'' .
' prioirii:y� for '�he �hori �erm solution by �rutt3�ng l�;ght� in the '
• Meind�kat� fieid�. ' Th� n is the most. coEt .• ef�ective -�solutiori •
�:because #.t wit2 �i�eatin�l5► double the poten�;isl �z�P af • haurs, .�
•�pnrticulaz;ly for the adul� soitball• l�t�qu�e. Tlier•a�y_ allowiriQ• oLt�' �
chi�dren to have �iatds to �Iay on��or. the •rapidly expandit�g "
bamebali aad softball pi�gram. . . .
We"{•ba'sebati �:�aftba2�', adu2t �oft:ba� T, anc� park �bcsard} requeet a'.
�razkshop to go ovcx aur'shoz�. l.�ci�i �nd ionq term. plans �.n '• deDth • �.'
�so Lhat we� rtta•Y Proa�ed po�E hxste iXi �hia sttatfier. • ' �
' ,Respect� lly;. ' � . . . . , , : '
• 3 , • . ; . , • . •
. ' ' .r,,,_� . ' t��1• . . . .' :. �• � '.' : ' .
. �ohn J. No�ton . . . . . .. . . .. .
. -, . , . • - � � • ,'• • _. . . •, : ' . ' •
� • • � . •.. .: . . � .. . . . . , .. .
: � .' � • • ' ' . . • ' • , . . • � � • • • . . .. : �• , . '•
� Appe�2dix A-2
!�� ! �tl�ili,�# � :1 :Y1�..
1� i
►.
�ftTl�J����i,a� � � {
•
To. Mayor and City Councii
Fmm: Kevin Batcbelder, Int�zim City A r
Subject: Mendakota Park Fie1d Scheduling far Softball. and Baseball
Tbis Iengthy memoraadwn is being pmvided ta City Cowncil to provide a backgrouad
for the events t]�at have occ:urn� between city staff, th� sofi�all community and the Mendota
Heights Athl�etic Association since last Juae when this item last appeared on City Gouncil's
agenda. Bath the C'ity and Mendota Seights A�hletic Associ�iion must begui scheduling in
January for the 1996 seasan at the Mendak�ata P'ark ballfield complex.
City Cuuacil is being asked ta review a flexible schedule worke�t out by bath grnups
and city st�€f that �►ill accomm.adate both youth and aduit p1a.y at Mendakota Park in 199b.
Mendota Heights Athletic Association aad the saftball interests have worked dilligently and
pmaciively to reach ag��ble soiutions for 1996. However; both graups ai+e asking City .
Council to address lang term salutions regrarding ballfiield space in the near fuhu�e. They have
asked for a workshcrp beiween the. C`ity Cauncil and the Parks and Re�rea�on Com�mission to•
adcimss long tearm solutions.
BACgG1tOUND
On May, 16, 1995, the City Couacil met with represent�ives from Mendota Heights
Athletic Association (MFiAA) who a}��ealc�i to the City Council to �+elalc the "softball only" .
policy at Mendakota Park. Tlus request was ba.sed upan the MHAA`s desire to us� these fields
for youth base °Uall aad softball. MHAA's desu�e to use these fields is based partly on the need
for more fields due to a gmwing youth program and partly on gressur� fmm parents within
ttieir organizatian to play at Mendakata Park. .
City Council directed staff to meet with repi�esentatives fmm MEiAA and from the
safiball leagues to deternune if both sofl�all and baseball can be accommadat,ed at Mendakota
Park. City Council also directed staf'f to examin� alternatives for physical improvements at
Mendakota F�rk #hat would help control faul b�alls that had been a concern. {Pl�se sea
atta�ched May 16, 1995 excerpts of City Couacil minutes.)
At the Jnne 20, 1995 City Council meeting, the Council authorized the extension of the
backs�tops for the fuur safiball fields at Mendakata Park. T�is work was cample�ti this past
Summer and the backstops have been raised by ten feet (10'), which will prevent foul balls
firom entering the upper deck of the concession stand.
In July and August, city staff held meetings with representatives from both the softball
teams and MHAA. On August 9, 1995, a joint meeting was held with both gmups for the
puipose of exchanging viewpoints and to Iook for possible solutions that would accommodate
both gmups. (Please see attached August 9, 1995 agenda.)
At the meeting, each presented their vieRrpoints on the use of Mendakota Park fields.
Many clifferent options were explored by the participants and a number of alternatives, both
long term and short term, were suggested. �A is particularly interested in the availability
of these fields for 1996 as they begia their scheduling in 7anuary and Febivary for their
softball and baseball seasons, which co�nmence the first week of May.
SyLnonsis of Each Side's Viewuoint
1. SoftballInterests
The softball representatives feel strongly that a main component of the 1989
referendum was to provide a complex for adult softball teams, who had been playipg on
makeshift fields at Sibley High SchooL The Citizen's Park R�eview Committee, wluch
desigaed the referendum, iacluded a ballfield subcommittee that examined the ne�d for fields
and determined a four field adult complex was needed. The softball intenests feel they
participated in a two year process to obtain this complex througli'the referendum, and they
don't want to see their use of these fields scaled back. They fe�l the adult softball program is
growing� each year and are awane that the city's Reci�ation Programmer is turning away teams.
Adult softball has grown from 10 teams (Men's Over 301eague) in 1989 to 38 teams
with over 400 participants in 1995. Adult softball pmgrdms require sanctioning by a softball
association (currently the Americaa Softball Association - ASA) aad need to play oa fields that
meet the st�ndards aad regulations of the saactioning body. �
Residency of softball players has been aa issue that has been discussed. Softball is a
sport ia wluch teams are made up of friends, relatives and those that you work with, not
riecessarily your neighbors. It is not uausual for softball teams to be comprised of inembers
from neighboring cities. For example, we know that there were approximately 150 Mendota
Heights adults in the West 5� Paul softball pmgiam in 1995. It stands to reason that softball
teams in Mendota Heights would have Eagan, West S� Pau1; Inver Grove Heights, and St.
Paul members. (Please see attached Mendota Heights Softball team status aad resident
summaries.)
Appendix A-4
2. Mendota Heights Athletic Assaciation
1VlE�IA.A is in a near crisis situatic�n for finding fields in order to meet their gmwing
demand and larger numbers of youth participants. In particalar, girls softball is eacpanding
dramatic�ally. Currentiy, ��IAA �eserves fields through the cities of Eagan and Mendota
Heights and through public and private schools in Mendota Heights, Pagan, and 'West St.
Paul. These fields are reserved an a year to yea�r basis and each field is not aiways available to
MkiAA each year. The lass af a reserved field can be very dramatic for MEiAA's schedulers.
Residency in MHAA is appr+oximately 72 9& Mendota Heights youth. (Please see
attached MH�A Preliminary Spring Sparts Registration.) 1��IIiAA is receiving pressure irom
parents for their cluldren to pl,a.y at Mendakota F'ark. (Also attached is other information abaut
NiH,AA field use and programs.) In considering altenaative sites for M�IA,A teams to use,
city staff discovered that all avaxlable fields are already scheduted by MHAA. Fox instance, to
switch adult softball games to Sibley Park (where there are fields that meet adult softba�l.l
siandandsj would nat work because we would simply be bumping other 1��iAA teams to find
space at Sibley Park.
M1EiAA has indicated that they are not interested in "locking in" particular times at
Menclakota Park that would forever be "their" time slots, however, ihey need field spac� for
1996 and would like some acc�;ss to the fields at Mendakota Park.
DISCUSSION
Both short term and long term. solutions were e�lored by the two graups at the jaint
meeting in August. The g�naups develaped-the follawing list.
Shart Term Satutions
1. Scheduling Changes at Mendakota Park
2. Mare Flexible Scheduling by MHAA
3. Weekend youth tournaments at Mendakota Park �
4. Inst�ll Lights at Mendakota Pazk to better utilize existing fields
Long Term Solutians
1, Bui1d a Youth BaL]field Complex
2. Install Lights at Mendakota Park to better utilize existing fields
3, Options with New Midclle School
Anather mee�iug with bath groups was he2d an De�ember 11, 1995 and of�cials with
Mendota Heights Athletic Association have been meeting with softball representatives over the
Iast week to work oui passible scheduling ch�ang�,s at Mendako#a F'ark tliat would work for
both gmups. This is a very positive develapment and it appeais that they have come to an
agreement on a schedule that will work for 1996. (Please see attached December I5, i995
Appendix A-5
Ie#ter fmm Mr. 7ohn Norton, incaming Baseball Commissioner MHAA.)
Iiowever, they feel it is imperative that the City Council address some of the long term
solations to this issae. A detailed discussion of each of the praposed short term and long term
solutions discussed by the groups follows. �
Short Term Soiutions
i��� �� i.i• -i�. �� ':�!
The softball managers have maintained ttrat cbawges to the eadst�ng saftball schedule
would cause teams to dmp out and tiiis would threaten the stuvival of tl� �eague. {P2��se se�
attached Mendakota�Park Field Reservation �schedule far 1995.) iiowever, there are a number
of ogtions that c:auld be pursned,to pmvide fields for 14�AA. These include:
l, A.dju�ting the Schede�e for Men's C I��gue and the Ca-R,e� Ieagcce. These two Ieagues
have the lowest residency ratic�s in the softball pmgram and if moving nights causes
.these pmgrams to Iapse,less Mendata Heigh#s residents would be affe�ed.
2. Changing the season for the Co-R�ec Ieague. Ai the Atsgust mee,ting, a Co-Rec manager
saggested that the Co-Rec seasan cauld be shortened to eight weeks (six weeks with
daubleheaders} and ccyuld s�rt in mid 7uly, after the MHAA se�san.
3. Move the Women's D Ieague�% Sunday or Friday nigh� It is not cert�in the ieague
wauld survive this move. . � �
More_Plexi'ble Scheduling by MI�[AA
1, It has been suggested, by the softball managers, that M$AA could scheduie games
earlier in the evening aad on weekends, when fields are available. 1�giA:A. begins
evening games at b:30 p,m. with one game taking .up the whole evening before dark.
Fi,elds are availahle at 5 p.m, aad if games began eariier in the evening, with a time
limitation, PerhaFs two games per-evening c�aul.d be played, wluch would all'eviat,e the
cnunch far fields. Glther communities have games on the weekends. MHAA oppcyses
'� #�us opti.on, as member parents wauld find these time periods incanveniem.
L�eekend Youth Taurnaments at Mendakota Park
l. With the constructibn of the higher backstops a�t Mendakata Park, it has been assumed
by staff that weekend youth tournaments would be allavved at Mendakota Park fvr both
youth baGseball and softball. T`his will not alleviate Ni�iAA's need for fields for their
regular season schedules, however, it does open the facility for MHAA on the
weekends for use by Mendota Heights famiiies. ,
Appendix A-6
Long Term Solutions
Build a Youth Ballfield Complex
1• This proposed solution was the first priority of the softball managers and finds favor
with MHAA, as well. The d.ifficulty in providing a youth ballfield complex is the cost
of laad acquisition. Land acquisition costs ane the reason behind recent City efforts to
site a youth ballfield complex at Resurne�tion Cemetery and Mendota Plaza. While the
Mendota Plaza does not appear to be able to provide fields, the City is still in contact
with Catholic Cemeteries about a joint use of cemetery property for ballfields.
�nsf�ll. Li�hts at Mendakota Park to better utilize existing fields
1. Originally, this item was,considered a long term solution, however, at the December
11, 1995 meeting, both grnups iadic�ated that this should become a short term solution
and that they desire aa opporiunity to meet with City Council, in a workshop setting, to
discuss lighted ballfields in the near future.
2. Both the softball groups and MHAA were in fa.vor of the installation of lights at
Mendakota Park to allow night time use of the ballfields. This option has been
estimated to cost between $150,000 to $250,000, depending on the level of lighting
desired.
3. Lights would allow for expanded play and aa increased number of games per field.
Play could be extended unti110 p.m, beginning in May through September, and would
allow for better utilization of existing fields. -
4. Due to an increased number of games per evening, it would be easier for the City to
operate the concession stand on a nightly basis and the revenues generated by incneased
concessions sales would provide a return on investments for the lights.' At this date no
definitive analysis has been made regarding e�cpendibires and potential revenues from
City operations of the concessions stand under a scenario of increased usage of the
ballfield complex.
5. This level of activity at Mendakota. Park would be more intense than the curnent
pmgram and nearby residents might feel impacted, even with a policy of "lights out by
10 p.m."
Qptions with New Middle School
1. Independent School District 197 has offered to meet with the City Council to discuss
the site plan for the new Middle School and there may be opportunities to site some
new youth ballfields ia this location. At the December Parks aad Recreation
Commission meeting, the school district indicated that there would be two new youth
sized ballfields at the middle school.
Api�endix A-7
y � � ' ! �1' �II
it appeazs th�i MF3[AA and the safiball gmaps bave worked out a flexible schedule at
Mendakota Par1c for the 1996 season. � City Council should review this schedule with
representa�ives from bath gmups. if appropriate, the Council shauld pass a mation dir�cting
st�f'f to assist in implementing the pmposed schedule.
A workshop has been reqaested by the groups ta► discuss long term solutions, in
particular, Iight:ed ballfields at Mendako#a P'ark. A suggesteci date would be "Thesday, January
9, 1996 at 6:34 p,m, to be held in conjunc�ion with the reg�larly scheduled Park� and �
Recrea#ion Commission meeting as a 7oint G'�ty Couacil/Parks and R�ecreation Commission
workshop. City Councii should provide staff with dire�tion negartiing the r�quested workshop,
Appertdix A-8
Page No, 44t?+�
May 16, 1995
would like to receive inforrnation on what the city has invested in
ot�ier sites, and thai she would 2ike to keep the site a quiet comer
which does not draw people oft'the freeway. She pointed out that
input fram the neighborhood with raspect to a third story is
necessazy and informed the applicants that green space is very
important tu her. .. '
Mayor Mertensotto stated that two Council members have consented
to be a commatttee but have not been contacted, and that Council
needs mare information before it can make a decision on the requesk
Mr. Nolan r+esponded that he will set up a meeting wi#h city staff and
will investigate the availability of Superfund assista.nce.
MENDAKOTA PARK USE Cauacil acknawledged a memo from Admixustrative Assistant
Batchelder regarding a reqnest from the Mendota FIeights Athletic
Association (MHAA) to use Mendakota Pazk fields far baseball.
MHAA xepresentativ+es Charlie Godbout, Mike Bazal, Dave Ayers
and Dick Arnold, were present far the s�iscussion.
Mayor Mertensdtto stated that last spring Council reaf�'irmed its
policy that there be no baseball at Mendakota Park because it was
designed and intended for adult saftball. He infozmed the audience
that from what he understands MI3AA is using 34 fields to take care
of the demands and that there are over 1,200 children in the A2HAA
programs this year.
Mr, Bazal infortned Council that there are 1288 participants in the
youth programs, including baseball, tee-ball and track and field, and
that I��II�,A has had many inquiries fram its members as to why the
associatian is not using Ivlendakota Pazk. He siated that from all the
documentation an the issue, it seems that it is an issue of baseball
versus softball and that he strugg%s with a dif%rence between a fly
ball from baseball versus a pop fly from softball. He stated that he
sees adults playing at Mendakota a very large amount of the time
and the children very little and that the association would like to
come ta an agr�emeni with the city.
Councilmember Krebsbach asked if the ci#y agrees to the request if
the use wauld be by young men or if it would be for girls as well.
Mr, Bazal respanded. that it would be joint use by all of #he spxing
programs.
Mayar Mertensatto stated that what Councit is faced wiih is a policy
decision on youth versus adult usage of the fields.
Appendix A-9
� • Page No. 4401
May 16, 1995
Mr. Godbout distributed. copies of a report on sources and uses of
fields by the association. He stated that MHAA uses 14 school .
district fields and plays about 38 games a week at those fields and
that it has no fields available during the week for practice. He stated
that MHAA used to have fields available a11 week in Eagan but now
can only use two fields in Eagan a week and they have no fields
available there for practices. Seven private school fields are used, at
which 20 games are played a week. He stated that MHAA uses one
field at Mendakota. for softball on Mondays and one on Sundays and
the transitional teams use Mendakoia on Suaday nights. He st�ted
that the rest of the week the fields are used for adult softball and that
the Civic Center field is used for adult softball on Thursday evening.
He stated that MF3AA schedules 98 games a week on 37 Mendota
Heights fields and 8 games at the Sibley fields.
Councilmember Smith stated that Mr. Godbout has categorized
where the fields are and that it is her understanding that the city has
contribuied heavily to the school district fields and their
maintenance.
Mayor Mertensoto stated that discussion on MHAA use of
Mendakota fields is by youths aged 12 and under because they
would not be able to hit balls out of the fields.
Mr. Godboui stated that when MHAA schedules 98 games all over
and negotiates with the school district and private schools and has
fields taken away after the schedules are done, parents ask why they
cannot go to Mendakota.
Mayor Mertensotto noted that no MHAA games are scheduled on
Fridays and Mr. Godbout responded that they are h�rd to schedule
on Fridays because Friday is a day of religious observation
Respondi.ng to a question on what MHAA is asking for, Mr.
Gadbout stated that MHAA is willing to work with the fact that the
city wants to ha.ve an adult softball progiram but the association
boazd wants to sa.y to its memberslup that MHAA has a priority at
Mendakota aad wants to work with city staff to secure field dates.
Councilmember Krebsbach stated that the city needs to provide
some adult softball, pointing out that this was an issue in the park
referendum. She asked Mr. Godbout what he would want to limit
adult softball to and in order to accommodate the association
request.
Appendix A-10
\.
Page No: ��4U2
May 16, 1995
Mr. Godbout responded that MHAA needs at least three or four
week nights. He stated that there are four fields at Mendakota,
which means that MHAA would not have to go to S� Peter's and
Visitation and S� Croix Lutheran, etc. Responding to a Council
question, he stated that MHAA make donations for the use of the
private facilities.
Responding to a question from Councilmember Krebsbach about the
city's softball program, Assistant Batchelder stated that there are 38
teams with in excess of 400 pazticipants. He also responded to
questions on the percentage of Mendota Heights residents on the
teams, stating that some are entirely Mendota. Heights residents but
some have non residents in order to fill out teams, and informed
Council that there are about 150 Mendota Heights residents on West
Sk Paul teams. He stated that people tend to play on teams in cities
where they work or with friends. Responding to a question as to
what would happen if the softball teams did not use Mendakota,
Assistant Batchelder stated that right now Mendakota is used
Sunday througb. Thursday nights and weekend tournaments and a
church league that plays on Frida.y nigh� He explained that Sunday
night is set aside for MHAA. Of the twenty available slots at
Mendakota, the schedules two games per field because there are no
lights. He stated that there are 12 softball games scheduled, that
MHAA uses six of the twenty slots, and Sibley Girls' fast pitch has
two slots. He stated that the softball pmgram uses Mendakota aad
the Civic Center fields. .
Mayor Mertensotto asked if the adult softball teams are only able to
play at those two fields or if they could use some other fields.
Councilmember Smith stated tha.t MHAA has been resourceful at
finding fields but that her concern is whether there are fields
available for adult play.
Mr. Godbout responded that the adults would fit on any of the fields.
Mayor Mertensotto stated that MHAA anticipates an increase in
participants next year and if the parkicipation continues to grow each
year they will run out of fields, which is where a problem comes
from a policy standpoin� He asked whether it is more important to
accommodate youth programs at Mendakota, and pointed out that
the fields are not set up for youth baseball. He explained that the
problem is to keep the youths happy or to have to give way to adult
softball and whether Council should allow Mendakota to be used for
youths up to 12 years old.
Appendia A-11�
�_ Pa�e No. 4403 ' � '
� May 16, 1995
Councilmember Huber stated that the reason that Council has said
that there would only be softball at Mendakota was beca.use of the�
safety issue. He further stated that last year there was a situa.tion
where a MHAA tournament was allowed at Mendakota because of
confusion over scheduling. He pointed out that Mendakota is
committed for 1995 and presumed that the Council is dealing with
the matter as an issue for 1996. He felt that whatever the
discussions are, Council should hear the concerns and gather
additional input from the adult softball people. He stated that there
are a few neighborhood park fields that might accommodate adult
softball but this is not something that needs to be decided upon this
week. He fiuther stated that if Council is looldng at doing
something to improve Mendakota to allow baseball it would be with
the idea that the city may need to allow some baseball and at what
level. He noted that Council would need to consider starting some
improvements this year (backstops, etc.). '
Councilmember Krebsbach stated that she thinks Council should
make a decision on netting and that she would like Council to look
at finding the resources to pay for netting. She further stated that
while the city certainly wants children to have leagues, she also feels
that adults need recreation and'that softball teams must have access
to the Mendakota. fields.
Mayor Mertensotto stated that he is �ot certain that netting is the
best solution but that Council must set a timeline for malcing a
decision so that MHAA can know whether it can use some fields at
Mendakota next year.
Councilmember Koch stated that more input is needed and that
while Council can say that it will definitely ha.ve something resolved
for 1996, she could not say it is oka.y to deviate from the current
policy without giving more thought on if and how to do i� She
stated that the city has been trying to accommodate everyone.
Councilmember Huber pointed out that Mendakota has the largest
fields and asked if that is where the MHAA need is the greatest. He
asked if the pressure point is for the little children or the bigger ones.
Mr. Godbout responded that as the children get older the greater the
need for more refined fields. He informed Council that there are
about 60 children in the 13 year old group and 11012 year olds.
Appendix A-12
Page No. 4404
May 16, 1995
Mayor Mertensotto stated that by the June 16 meeting Council
should decide about raising the back stops or adding netting and
possible make a decision on the policy issue in July. ,
Councilmember Smith felt that Council should work para11e1 on the
'two issues and make a decision by the end of July.
Responding to a question from Mayor Mertensotto about softball
fees, Assistant Batchelder sta.ted that the city charges $400 per team,
which pays for the program, and the American Softball Association
also pays the city a fee. -
MENDOTA PLAZA Council acknowledged a memo from Treasurer Shaughnessy
IlV�ROVEMENTS regarding continued discussion on the request from the Mendota.
I Plaza Associates for up to $200,000 in tax increment financing
assistance to aid in constructing storm water and utility
� improvements at the Mendota Plaza, along vvith a proposed
� development agreement. Mr. John Sfieeter, representing Mendota
Plaza. Associates, w�s present for the discussion.
Mr. Streeter informed Council that the proposed agreement was
developed by the city, and the developer's legal counsel has
reviewed and agreed with i�
Mayor Mertensotto stated that he realizes that the agreement was
pattemed after an agreement with another city but felt that it misses
the poin� He stated that the estimated total cost is $486,000 for the
total project and that Mendota Plaza Associates has stated that it
needs some TIF contribution. Council discussed $200,000, and
there was some question of not doing a minimum amount of work to
qualify for TIF. He did not feel that the agreement accomplishes the
intent that if the developer does the full $486,000 of work the city
would contribute the $200,000 TIF.
City Attorney Hart responded that the minimum improvement is a
defined term and it is only after the developer does the minimum
agreed upon improvements, including landscaping, etc., that the city
would contribute TIF.
Mayor Mertensotto stated that the developer is tallcing about a
$483,000 project and that he must commit to doing all of the work,
which has been estimated at $483,000. He stated that after the work
is completed he would receive $200,000 from the city, not, as the
definition states, reimbursable costs.
Appendix A-13
MENDAgOTA P� FIELD SCHEDULING
JOINT MEETING
WEDNESDAY, AUGUST 9, 1995 AT 7 P.M.
CITY HALL, 1101 VICTORIA CURVE
1. Roll Call Mike Bazal, MHAA � Tim Kilburg, Men's Over 30
Charlie Godbout, MHAA � Jeff Stenhaug, Men's Over 30
Dave Ayers, MI3AA Pete First, Men's C
� Joha Conte, Co-R,ec .
' Tim Baker, Men's D
, Women's D
2. Introductions. � �
3. Synopsis and summary of issue to date.
* Kevin Batchelder., Administcative tissistant
4. Statement by MHA.A about request for fields.
5. Response by Softball Repnesentafives about concerns.
6. Open Discussion to se�k solutions that can accomodate both groups.
7. Recommendations. .
8. Schedule nelct forum.
9. Adjourn. ._
6
Appendix A-14
0
1995 MENDC}TA SEIGHTS sSQFTBALL R'3�AM STATUS
MEN' S "D"
Solvay Animal Health
GNB CY�ampiqns
Bulldogs
Pace Landscape/Custom Drywall
Northland insurance Blue
Northland Insurance B].ack
,
The Bu�tery
O` Rennyj S Pt1�3 #99
N�N' S "C"
Mendota Saloon
Champps
Sand Hags
Leedon Tran.sport
Pondo
Dandy's -
Harve's
McDonalds Homes
WOMBN'S "D"
Gal.laghers
Nor�hland Insurance
Club O's/Murr Chira
Dakata Cty Bank
Triviski's Bar
Dandy's
Resident Team
Aesident Team
Non-Resident Team
Resident�Team
Resident Team
Resident Team
Resident Team
=Resideat Team
Non-Resident Team
.
Non-Resident Team
�Resident Team
Non-Resident Team
Nan-Resident Team
Non-Resident Team
Resident�Team�
Non-Resident Team
Non-Resident Team
�:, Reaiderit� Team ;
Non-Resident Team
•��.Res ident � • Team
:•Resident Team
Non-Resident Team
Appendix A-15
` ' ' :�
.
CO-REC "D"
Orion Consulting Resident Team
Busters Bar and Grill Non-Residen� Team
Carporate Madness Resident Team
M:idwest Tempararies Non-Resident Team
Box Seat Resident Team
Narrowbodies Non-Resident Team
MEN'S OVER 3p "D"
Copper�ielders � Reaident Team
FriendZy Hills Resident Team
Ivy Aills - Resident Team
Police and Fire Resident Team;
Rogers Lake : R.e�ident�Team
Dandy's No Stars Resident Team
Dandy�s Lounge Resident Team
Bagan "A" ..Resident Team •
Somerset Resident Team
Condors Resident Team ;
Appendix A-16
SOFTBALL LEAGUES RLSIDFNTS VS NON-RESIDENTS
- Men f s D League
94 Residen�s + 18 Non-Residents � 112 p].ayers
84� Residents 16� Nan-Residents
�+len' s C Lea�u.e
30 ltesidents + 75 Nan-Residents = 105 players
29� Residents 71� Non-Resideats
Wamen's D Leacrue '
47 Residents + 53 Non-R,esidents = 100 players
4�� Residents 53� Non-Residents
Ca-Rec D Leag�.e
56 Residents + 38 Non-Residents = 94 players
60� Residents 40� Non-Residenics ��
�. Men' s Over 3 0
84 Residents + 71 Non-Residents = 155 pla�ers
54� Resi.dents 46� Non-Residents
TataZ Number of Players � 565
55o Residents 45� Non-Residen�s
Appendix A-17
�
Field 1
Field 2
Field 3
Field �
Fie1d 1
Field 2
Field 3
Field 4
SI,jNjI',}�,,Y MQNDAY
3�P.h�I �PM
Visitation
Visitation
��2..PM �:�4 PM
MHAA Trans. MHAA Softball
MHAA Trans. Sibley/Mens C
MHAA Trans. Mens C
IViHAA Trans. Mens C
Womens D
CaRec D
Mens D
Mens C
Mens over 30
6 teams
6 teams
8 teams
8 teams
10 teams
38 teams
MENDAKOTA PAR.K FIELD RESERVATIONS � � � �
TT - `TESDAY
�i..PM
Visitation
Visitatian
��
Mens D
Womens D
Mens D
Wamens D
10-15 players
10-15 players
10-15 players
'10-15 players
10-15 players
400 + participants
i�y$DNBSDAY TZiIII3,SbAY
�� �.�
Visitation Visitation
Visitation Visitation
0
5- PM �:Qp�
MHAA. Softball Mens aver 30
Sibley Gir1s Mens aver 30
Co-Rec D Mens aver 30
'Co-Rec D Mens aver 30
FBIp.B�Y
�5- PM
Visitation
Visitation
'� ' u
MENDOTA HTS ATHl.ETIC ASSOCtATit'}N
T-6ALL
LV1
LV2
TNT
SOFTBALL
CP
JRV
VAR
�
ro
b
�
` ¢ BASEBALL
N• CP
� AMER
� NAT
t
� TRAV
- PRE�tMINARY 1995 SPRENG SPORiS REGtS'i'tZiATIC�RI
15-May-95
TC?TAL
T-BALL
SOFTBALL
BASEBALL
TRAGK%fEN
,
«
0
l
/
�
1
2
3
4
5
6
7
8
9
10
11
12
13
14
DISTRICT 197 15-May-95
FIELD USED BY # GAMES PRACTICE
GAMES PER WEEK: 38
WEEK NIGHT PAACTICES FOR ANYONE OVER 8 YRS: NONE
(NOTE: SIBLEY 1,3 & 4 ARE PART OF SIBLEY PARi�.
.
CITY OF EAGAN
FIELD USED BY # GAMES PRACTICE
1 LEX./ MdCEE IN HOUSE BB M-W
2 PILOT KNOB IN FiOUSE BB - T Th
' - GAMES PER WEEK: 3
PRACTICES (OVER 8): 1
1
2
3
4
5
6
7
PRIVATE SCHOOLS
FIELD USED BY # GAMES PRACTICE
ST CROIX SOUTH TRAVEL 1? ?
ST PETER'S IN HOUSE BB M T-W-Th Sn
ST THOMAS V TRAVEL Shared w/ VFW & PEGASUS W-F Sa-Sn
ST THOMAS JV TRAVEL T-Th M-W-F-Sa-Sn
VISITATION SB IN HOUSE SB M-T W Th
VISITATION PFE T-BALL M-T W-Th
VISITATION PFE T-BALL M T W-Th
GAMES PER WEEK: 20
PRACTICES (OVER 8): 1
TRAVEL PRACTICE: 4
Appendix A-20
i 2
� 4
i 5
i �
� 6
7
8
' 9
� 10
; 11
�
�
i
�
;
CITY OF MENDOTA HTS PAGE 2
FIELD USED BY # GAMES PRACTICE
CIVIC CENTER TRAVEL 2 TEAMS ; IN HOUSE BB M-T W-Sn Sa
FRIENDLY HILLS IN HOUSE BB M T W-Th SaSn
HAGSTROM KING IN HOUSE SB M-T W-Th Sa-Sn
IVY FALLS IN HO US E BB M T W T h S a� n
MARIE PARK IN HOUSE SB M T W-Th Sa-Sn
MENDAKOtA 1 TRANSITIONAL � IN HOUSE SB M-Sn
MENDAKOTA 2 TRANSITIONAL Sn
MENDAKOTA 3 TRANSITIONAL Sn
MENDAKOTA 4 TRANSITIONAL Sn •
VALLEY IN HOUSE SB M-T W-Th Sa-Sn
VICTORIA HIGH. IN HOUSE�B M T W Th Sa-Sn
WEMfWORTH IN HOUSE SB M T W Th SaSn
GAMES PfR WEEK:
PRACTICES (OVER 8):
37
0
TOTALS AND COMPARISONS: F
TOTAL GAMES PER WEEK:
GAMES PLAYED ON MENDOTA HTS' FIELDS:
GAMES PLAYED ON SIBLEY PARK FIELDS: '
SUBTOTAL:
PERCENT ON MHAA NEEDS PROVIDED BY MENDOTA HTS:
PERCENT OF MHAA PLAYERS LIVING IN MENDOTA HTS (SPRtNG SPORTS
NUMBER OF FIELDS {PER DA1� AVAILABLE FOR WEEK NIGHT
PRACTICE FOR APPROX. 3851N HOUSE SOFTBALL PLAYERS:
NUMBER OF FIELOS (PER DAI� AVAILABLE FOR WEEK NIGHT
PRACTICE FOR APPROX. 467 IN HOUSE BASEBALL PLAYERS:
NUMBER OF PRACTICE FIELDS AVAILABLE FOR TRAVEL PLAYERS
13 AND U{VDER (24 TOTAL) OR TOURNAMENT PLAYERS (96):
NUMBER OF PRACTICE FIELDS (4 DAYS A WEEfn AVAILABLE
FOR TRAVEL PLAYERS 14 AND ABOVE (58 TOTAL):
NUMBER PROVIDED BY MENDOTA HTS:
Appendix A-21
37
1
1
NONE
4
NONE
Tlie �Ylendota Heights Athletic Associatian (aka The Mend - Eagan Athlectic
Association) has been provriding athletic prog�rams far the youth of Mendota. Heights
and ISD 19'7 for 35 years.
Appro�cimately 1400 families were active members during the last year.
Almost 1300 youths are cw�rently playing spring sports (baseball, softball, t-ball,
track and tennis� wi#h I��AA. �
Number of voiunteer hours (coaches, parents, etc.}: incaicuiable .
Number of volunteer hours �ommissioners spend in meetings with District 197
offcials, representatives of the private schools, the Eagan Park and Recreation
Dept. and the Mendota Hts Park and Rec coordinator, to exchange coun.tiess phone
calls wifih them; to exchange info with other Cammissioners; to match faciiities with
ski11 levels and size of players; and to schedute leagues and teams so �hat 98 weekly
games can take place is difficult to calculate but 100Q hours would be a minimum
figure. ' -
M��AA. also participates in the e�enses in.volved with the use of these fields, Some
of the exgenses we have paid are:
Donatians to private schoois:
Maintenance (chalk, etc.):
Biffs:
District 197 {Super Saturday}:
1994
$I,60{3
60
788
S24
It should also be noted that we have no guarantees for use af any of these fields. St.
Craix Lutheran, St. Thomas Academy and the City of Eagan all red.uced. our usage
after making committments for fields. Furthermore, we have no quarantee that any
of these fields v+rill be available to us ne�rt year.
Appendix A-22
t
�
'
f
BASEBALL
T-BALL
SOFTBALL
TOTAL
MENDOTA HTS ATHLETIC ASSOCIATION
1990
377
226
204
807
1995
518
339
383
1,240
20-Feb-96
# OF PLAYERS
5 YR CHG AVG 1996 est 1 YR CHG
37.40% 7.5°/ 555 7.1 %
50.00% 10.0°/ 375 10.6°/a
87.75% 17.5°/ 450 17.5%
53.66% 10.7°/ 1,380 11.3%
# TEAMS PLAYERS EST TEAMS
1995 PER TEAM 1996
BASEBALL 42 12 45
T-BALL 28 12 31
SOFTBALL 39 10 46
TOTAL 109 11 121
GROWTH IN PARTICIPATION
MENDOTA HTS ATHLETIC ASSN
���\ ..� .. ��� ��. -
0
r
M f
i . (19951NFORMATION)
, DISTRICT 197 . 20-Feb-96
� FIELD i USED BY # GAMES PRACTICE
I
� 1
I 2
� g
� 4
I 5
6
7
8
9
10
11
12
13
14
SIBLEY 1 IN HOUSE BB & SB M-T-W-Th Sa-Sn
SIBLEY 3 TRAVEL (Shared w/ VFW & LEGION) ? ?
SIBLEY 4 IN HOUSE BB & SB M-T-W-Th Sa-Sn
SIBLEY 5 T-BALL M-W T-Th-Sa-Sn
SIBLEY 7 IN FIOUSE BB M-T-W-Th Sa-Sn
SIBLEY 8 TRAVEL (Shared with LEGION) T-Th Sa-Sn
SIBLEY 96 IN HOUSE SB M-W Sn
SIBLEY 9C IN HOUSE SB M-W Sn
SIBLEY 13 TRANSITIONAL M-W T-Th-Sa-Sn
MENDOTA E IN HOUSE BB M-T-W-Th Sa-Sn
MENDOTA W IN HOUSE BB M-T-W-Th Sa-Sn
MENDOTA O T-BALL M-T-W-Th Sa-Sn
SOMERSET N TRANSITIONAL M-W T-Th-Sa-Sn
SOMERSET S TRANSITIONAL M-W T-Th-Sa-Sn
GAMES PER WEEK: 38
WEEK NIGHT PRACTICES FOR ANYONE OVER 8 YRS: NONE
(NOTE: SIBLEY 1,3 & 4 ARE PART OF SIBLEY PARK).
f
CITY OF EAGAN
FIELD " USED BY # GAMES PRACTICE
1 LEX./ McKEE IN HOUSE BB M-W
2 PILOT KNOB IN HOUSE BB T Th
1
2
3
4
5
6
7
GAMES PER WEEK: 3
PRACTICES (OVER 8): 1
PRIVATE SCHOOLS
FIELD USED BY # GAMES PRACTICE
ST CROIX SOUTH TRAVEL 1? ?
ST PETER'S IN HOUSE BB M-T-W-Th Sn
ST THOMAS V TRAVEL (Shared w/ VFW & PEGASUS) W-F Sa-Sn
ST THOMAS JV TRAVEL T-Th M-W-F-Sa-Sn
VISITATION SB IN HOUSE SB M-T-W Th
VISITATION PFE T-BALL M-T-W-Th
VISITATION PFE T-BALL M-T-W-Th
GAMES PER WEEK: 20
PRACTICES (OVER 8): 1
TRAVEL PRACTICE: 4
w
n
6
;
CITY OF MENDOTA HTS PAGE 2
FIELD USED BY # GAMES PRACTICE
1
2
3
4
5
5
6
7
8
9
10
11
CIVIC CENTER TRAVEL (2 TEAMS); IN HOUSE BB M-T-W-Sn Sa
FRIENDLY HILLS IN HOUSE BB M-T-W-Th Sa-Sn
HAGSTROM KING IN HOUSE SB M-T-W-Th Sa-Sn
IVY FALLS IN HOUSE BB M-T-W-Th Sa-Sn
MARIE PARK IN HOUSE SB M-T-W-Th Sa-Sn
MENDAKOTA 1 TRANSITIONAL & IN HOUSE SB M-Sn
MENDAKOTA 2 TRANSITIONAL Sn
MENDAKOTA 3 TRANSITIONAL Sn
MENDAKOTA 4 TRANSITIONAL Sn
VALLEY IN HOUSE SB M-T-W-Th Sa-Sn
VICTORIA HIGH. IN HOUSE BB M-T-W-Th Sa-Sn
WENTWORTH IN HOUSE SB M-T-W-Th Sa-Sn
GAMES PER WEEK: 37
PRACTICES (OVER 8): 0
TOTALS AND COMPARISONS:
TOTAL GAMES PER WEEK:
GAMES PLAYED ON IVIENDOTA HTS' FIELDS:
GAMES PLAYED ON SIBLEY PARK FIELDS:
SUBTOTAL:
PERCENT ON MHAA NEEDS PROVIDED BY MENDOTA HTS:
PERCENT OF MHAA PLAYERS LIVING IN MENDOTA HTS (SPRING SPORTS
NUMBER OF FIELDS ,(PER DAI� AVAILABLE FOR WEEK NICHT
PRACTICE FOR APPROX. 385 IN HOUSE SOFTBALL PLAYERS:
NUMBER OF FIELDS (PER DAI� AVAILABLE FOR WEEK NIGHT
PRACTICE FOR APPROX. 467 IN HOUSE BASEBALL PLAYERS:
NUMBER OF PRACTICE FIELDS AVAILABLE FOR TRAVEL PLAYERS
13 AND UNDER (24 TOTAL) OR TOURNAMENT PLAYERS (96):
:
NUMBER OF PRACTICE FIELDS (4 DAYS A WEEI� AVAILABLE
FOR TRAVEL PLAYERS 14 AND ABOVE (58 TOTAL):
NUMBER PROVIDED BY MENDOTA HTS:
5
37
8
72.0%
1
1
►fR�P►f�
4
NONE
� �
CITY OF MENDOTA HIIGHTS
u��u •
February 14, 1996
TO: Mayor, City Council and City Admuu��r
FROM: James B. Danielson, Public Works D'
RE: Mendota. Interchange Landscape Review
� • •.
Ms. Liz Walton, is the MnDOT landscape designer who has prepared the Mendota
Interchange landscape plan (see attached). Liz has been working on this project over the past
several months and has met with John Ubaa on several occasions to review her plan and
receive his input. She has also involved the interested neighbqrs living along the frontage
road west of City Hall.
Liz will be attending this meeting to present her plan to Council and receive your input.
It is MnDOT's intent to let the contract for this project this spri.ng for construction this
summer.
� Y•► : � ll:'�
Allow Ms. Walton to present the details of her landscape plan and then provide her
with guidance on any suggested changes or improvements. -
�
��`N��Tq2� Minnesota Department of Transportation
' ; Office of Environmental Senrices �
� ��' 3485 Hadley Avenue Norfh
�� �P�S Oakdale, MN 55128 (612) 779-5072 FAX (612) 779-5109
F'
(612) 779-5107
February 13, 1996
Mr. Jim Danielson
City of Mendota Heights
1101 Victoria Curve
Mendota Heights, MN 55118
Dear Mr. Danielson:
As previously discussed, here is the draft landscape plan for the Mendota interchange as it passes
throughout Mendota Heights. I would like the plan presentation to be included on the February 20th
City Council meeting agenda. If possible, I would like 15-20 mir�utes reserved.
On�the 20th, I intend to begin with a brief introduction to the project and then show some slides. I
will have a few slides of the roadway to identify the project, some that will help clarify the design
intent and will follow with by some of the plant material suggested. I �
�For the Council's benefit, here is some background information:
l. The project includes TH's 13, 110, 55, and Ft. Snelling State Pazk. Native grasses have been
installed along most of the roadway. Mowing will be minimal. •
2. Design objectives: - -
• Tie into, and complement, the project's surrounding character--both natural and urban
(forested Minnesota River; savanna-like native grasses; ponds; residential azeas;
, businesses; paths). �
• Create significant gateways: Mendota bridge, misc. intersections, T.H. 55 curve.
• Create seasonal interest for drivers and residents.
• Replace lost crabapples or flowering species for color. bike/pedestrian paths--separate
from roadway when possible.
•"Underplant" with seedling size trees and shrubs to create diversity.
• Screen residential, pedestrian, and unsightly areas.
• Provide safe conditions.
• Keep maintenance requirements low.
• Use plants that can tolerate di�cult roadside conditions.
An Equal Opportunity Employer
M 1
• Use a variety of plants--fast growing and those for lang-term enhancement and
screezung.
3. Opporl:unities & restrictions:
• Wildflowers and grasses will create interest and colar thraugh minimal maintenance.
• No mow areas (witdflowers� v�rill aliaw t�ees and shrubs ta na�i�ralize.
• Rocky and seeping azeas exist throughout project.
• Safety setbacks and sight corners are rec�uired.
• Wildflowers look "weedy" for the first 2 to 3 years--mow first tvvo years to help
establish natives. In fi�ture, mawed every 3 to 5 years.
• Overhead lines limit tree heights in some locations.
4. Schedule: Project let May 24, 1996. Soil prepazation begins fa11,1996. Plant installation
begins spring, 199'7. Plant establishment contract (maintenance, replacements, etc.) ends in
spring,1999. The project will be installed as two projects (110l13 and 55) �
I look forward ta the opportunity ta present to the Council. I will be out of the of�ce until Monday,
February 19th. Please cali and leave a message if yau have any questions.
Sincereiy,
� }
��4 �
Liz W ton �
Qffice of Environmental Services
3485 Hadley Avenue N. •
4akdaie, hZN 55128
`,
CITY OF MENDOTA HEIGHTS
, MEMO
February 20, 1996
'�_
TO: Mayor,�ity Council, and Interim City rator
\
FROM: Patrick C. Hollister, Administrative Intern
SUB7ECT: Cellular Tower Regulations
Discussion
The City Council directed Staff at their regular meeting on February 6, 1996 to research
possible amendments to our Zoning Ordinance or other measures to accommodate and
regulate cellular towers.
The City of Burnsville appears to have a better defined procedure than most other
communities in the Twin Cities area. Burnsville requires that cellular antennas be located
on one of their three water towers unless the applicant can demonstrate that these
locations are not technically feasible, in which case the applicant must obtain a Conditional
Use Permit to erect a tower on private property.
Please see the attached documents from the City of B�rnsville:
1. Ordinance No. 506 Relating to Cellular Towers.
2. Rental Rate Policy
3. Fee Schedule � �
4. Map of Water Tower Locations in Burnsville
5. Application Form for Cellular Towers � '
Staffhas also gathered information on cellular tower regulations and standard lease
agreements with cell tower operators for several cities in the Metropolitan Area. In
addition, Staffhas assembled more general information about this technology and vaxious
companies that provide cellular and "PCS' services. Staffhas not had time to thoroughly
analyze the plethora of information gathered to date, and cost, time, and environmental
sensitivity prevent Staff from including all of this information with this memo. This
information is, however, available to Councilmembers or Commissioners upon request.
Council Action Required
Discuss the attached examples and advise Staff on whether or not to draft our own
ordinance or other policy on cellular towers.
�»_
FEH 15 ' 96 10 � 16 CI'il' C�' R45Ehit�.1NT
r.0
' i)RDZN�INCE NO. 506 '
• ----- .
cr�r o� s�svz���
, DARO�'A COtJ1�iY. MZNN�$QT1� "
AN oai32N�'CE AME��HG TZT�� So, CBAPfiER 2s
OF T8E BIIRNBVILLE CS'TY'CQDE ALLaWING ALL B�►TEL�iTE DZSIIES
AS PBR1�iZTTED ACCTSSORY SR'RIICTt7FtE8. �
THE CZTY CUUNC�L QF TFIE CZ'iY 4F $i71�iSVILLE ORIl�iINS AS FQLL4WS :
seetioa t. Butnsville City Code Title ZC►, Chagter 29�
SL�G�1022 10-29-2 �,s hereby amended in its, entirety by �he .
fa3, Zowing; , �
., . .
. CHAP2ER 29
• PRZVA,TE ANb COMMERCIAL �1T�A8
S�;C`PION : . . ,
• '�10-29-1: Purpose
14-2q-2: Defir�x't�cns '
1t�-29-3: Conditiena2 Uses, conneatian to Municipal Antenna �ite
. lE�--29--4: Location '
10-29-5_ 5tandards ,
�• ZQ-29-6: Existing Transmitt�ng and Receivinq Facz2ztxes
10-29-I: PURpQSE: Tt is �he purpose of this Chapter �o"z�c�ul.ate
antennas in tha C?�ty. • - `
� . �
10-2�-Z: DE�N�T'IC?NS:
APi�Ei�TPiA:
COI�MERCIAL RECEIVING andj
ar 2'I�A,NSMiTTING A2�TENN'A:
A cievi.ce usecY to transm5�� and/or
receive rddio or ele�tromagnet3c
waves bet�reen te=�estriall.y and/or
orbitaZiy based struc�ures.
Any antanna erected for the .'
conzmercial u�� of the informaticin.
FEB f5 '96 20� 16 CITY OF ROSEh101�NT
OR,DINANCE 3Io . 50�
Pac3e 2 .
SATELLx'�'�: DISH AI�I�ENIdA:
MUNZCIPA� AN'.t.'EN21A S�'��:
•. .
PI2iVATE RECEiVi2�G � A'�TD/flR
TRANSM=TT�rrG �iNTENNA:
�
P. ? � .. ...._
A combination of�(1) a dish-shaped
antienna �'or receiving communzcafion
or other s�.qna�.s from orbitinq �
szctel�.ztes and other
extzatertestria�. souzces; {2) a
1ow-noise amg3.�.�iex .{T,NA) situated
at the focai point of the receiving
con�ponent for magnify�.ng and
transferrinq signals; and {3� a
coaYial cab3e for carrying the
signa�.s into the intersor of �h� .
building, • . '
A location in �he City on s�hich is
Iacate,d one or more radi.a o�r .
t�levision antennas avaiZa'��,e �or
cannection and v.se by any person, ,
Eirm ar carporation in acco�dartce
witlz the provxsa.ciris of this 2i'tle.
Any antenna e=ected for the
noncomiae=cial. use of the
informat�,on•. �
1�-29-3: CQNDITIONA�L USESr +CUNNECTI4N TO MUNICIPAL ANTE�NA.�SZ2E:
j'A) Priva�e recei�ving or trartsmztting .antennas more than twer�ty
feet (20�) in heigh�. above a man=made structure or more �han
� Pitty feet (�O�j in height above the qround i� const�ucted
. an the ground, are• a, cnrtdi�iona�. use. �
�Bj Commerc�.$Y recexving or transm.it�inq antennas r�gardl�ss �f
height or size with the'exceptioz� af satellite dish antennas
sha11 connect to and use the Muni,cipai antenna site if use
- af such facilities is te�hnica3.l.y f�a�i,b�.e,
�C) Golitmercial receiving nr transmi��.ing antennas noic laaated vn
�the Mnnicipa�.�antenna site sha7.1 require a conditional use
peryait. ` .
{D} The applicant shall present documentatien of the passesszon
vf.any zequ�red licen�� by ar�y Federal, State ar lc�cal
agency. _
IO-2�--� : LGGA7'2QN: For th� purpose of regv.�ation, a3.� �.
antenna� sha13 bc cansi.dered accessoxy structures
and be subject to the app�opriate z�quirements of Sectian
20-7-�5 (A� ,(I�) , and (Ej , and the setback requ�,zezaen�s estab3.ished
for acce�sory structures zn the appiicable zoni�ng distr�ct.
�
0
FEB 15 '96 10-1? CITY OF ROSEMOt-�T
e
ORDINAI+iCE 2�Tv. a`05 '
Paqe 3 � �
Zd-��-5; ST�,NDARDS: All antennas shal.l be ciasigned and
situated to be-visually unobtrusive, shall'be
scteen�d as appropriate, sha�l not be muiti-colored, and shail '
cont�zin no signage, incl,udirtg -logos, exceg� as may be rec�u%red by ,
any State and Fedtxal' regul.ations. . .
10-29--6: ExIS2iNG T.Ri�NSMZTTING AND RECEZV�NG FACILZ2'IES:
�xisting transmittfng and receiving faciiities at
the tiime af fi.3�e adogtio� oi this Tit3e ma� remain in service.
Hawever, at such �ime-as any�mater,ial change is ma8e in the ' -
facz2ities, full compl�.ance with t3�is Titie shall• be �requ.�red.
No transmittzr�g o� recex�ri.ng antiennas, may be added to existing
nonconformxng facil.it5.es. � '
��C�Z.072 2: E��feotive D�.�e. This orr33nance �hall be
• eiFective immediate3,y upon its passage and pub2ication according
• ta 3.aw. „ .
PASSED AND 1�ULY ADOPTED TFiIS 'E�'�h dfl� of fl+acember, 1993,
�by th� 8urn�viZ3.c City �Cauncil. .
� ATTES`.�:
Cl2Y Qg' BUFFNSVI�►T.,�
8y:_� j��.,�.��...._�` .
�aniel McElray, ayox �
�,
. , �.��C�r /
asan P. t?3.esen, C�zty Clerk�
�
1
r
FEB 15 '96 10�18 CITY QF ROSEMOUNT
...
�•
�
RfiDZ4 ANTEIdNA P.EN2AL RATES
�T. PURPC?SE At�TD NEED FdR POLiCY ..
P.10 �~_
POLZGY L�IUMBER 5.24fl .
m
The City-owned elevated wate= tanks are idea�. sites f�= ins�allation
of antiennas far private =atiia system�. . The City Ordinance 10-2�-1
restricts the erection of private antennas wi�hin r.he Citi,y and refer-
ences the 'City-owr�.ed antenna gield. '�rhe Cizy retains a prafessiana2
eonsu2tant ta manage the sites and to review the teciuzical specifi-
cations �for any, groposed user. �he sites are available for twfl-way
radios and mic=owave an�ennas. 2he sites aze vezy desirable a.�zd the=e
�se expenses in neaintaining the �ite� and in providing compensa�ian for
the gro��ssion�l car�suit�ant. �
. .
�z. goLzcY.
Th� Cit�i shall charge potent�.al users a fee to o�f-set the cost of
retiaining a profess�ional consuitant to'review�the technieal data
associated with each potenta.a�. use=.' once a poten�ial user is ,apgroved,
thep sha�.1 eriter xnto a lease agreemen� with the City whzch shali
include a morttkly rental rate payment to the City. 'The rental rate
shall be competitive with other similar sites in the ��etzopol�.tau area.
The r�z�es shta;3.3 be reviewed annually ta determine campetitiv�ness, �
�ncome trom �he snoath3:y rental rates shail be used to off-set the cost
of main�aining the'si,tes �nd providing electrical power. �
III. PROCEDURE ` -
1, The 'Public Works ��egartmen� Engxneering Division shalZ��anauai3y
xevie�,i and recotnmend for the fo2lowing year the antenaa.: �fie�d
�'� rental rateE,• �n E4 doing, it ass�re� tha� these rates are cam-
` petitS.ve wi�h other similar sites in �he metrogolitan area,
Tha Engineera.ng Division also reviexs and �recomnasnds the �ee
for the re�siaviing af tedhnical 6peaifscations and compatibi3.ity
�c►r each new potential usax. � • •
7�he recommended. �ees are submitted to the City Ca�szzci� for
consideration. at the annuai arganizati.onal meeting. When adopted,
�he fees are used ior the fc�ilowzng cal�ndar.year.
The �ngineering,Division bi13.s and collectE the �ee fox techazca7.
review from each gotentaal user, ,
The �ngin�eri.ng Divi.szon, an bshaJ.f o� the Ci�X, enters in�o �;
a lease agreement with each approved usez of th� sites. •
FEH 15 '96 10�20 GITY OF' R05EMOUNT �'�
�_
. . .� ' ,
�
P�LICY NUMBER 5,24Q •
Page 2
.•
m
6: The Engineering D�.vs�si.on bi1ls and coZ�,ects the monthiy renta2
fee once th� user is situated on the site. ,
ZV . RESPDI�Ta2BiLITY �
2he Public Works Degartment Engin�er�.ng Division annua�,ly recommends
the consultar►t zeviQw fees and rental rate'fees and submits �em to
the C�ty Councii. Upon adoption of f_he 'xate sehedu�.e, r"ates are
uti2i�xed for the 'fallowzng ye�r. The �nginee=ing Division l�iils and •
cvllects the approve3 ��es.
t
V . AtITFioRITY
Adm�.aistrative 'im,pl.eaien�ation af pa].icy« ,
4rdinance IO-2�-Z. .
0
S�mi�ted by" '; � aate �ovember 23. 1982 �
. Revie�ed by ..' . . J Aate 2�tovembe� 23, 1982
�
� �EB 15 '36 f0�20 CITY t?� ROSEM�t�T ..._ P.3
C:iTY �F BC;i�t„NSVC�.��
RAI?IO ANTEN'NA SITE I�iC3N'.i'�,.Y F.�:�I'i'AL 121�T�S
i- , j . .�! , . . ► � .
Siagie User
�ommunityRepeaier
Mul#�—Use Au%nua , .
Radio CQm�zuo�x C'a�rtier (RC�
804 I1�Y2 Tr�zirking Systeaoa & E--5'i�:
Each Tra�.ami�ez
�'ach Receiv�r
Each Antenna
Stanciazd 2'�L' Floox Space
' ��iczvwave I?ish:
CC?LC3N][AI'. �L,LS WA� Tt�WER:
Singl� User �
. �
CONSUL'�'��N"i' RE"�"W F�E:
Single User, Cellular, crr Tntaking. •
E—SMR: �
3°1'o Tau.�Cease iu 1995 bas�d ou G,�'L
3% IIIC�'ease iu 1946 based on �
a
' I995
1?3.15
2�6 7Q
287.78
53.9Q
53.9Q '
53.94
53.90
359.37
154.53
. ,
�325 04 pGr frr,queucy pair
$1,025.00 per cli�tuuel
�JOP'I'ED
. �.49b
��78.3�#
�zsa.�o
$296.4I
$S�S2
$55.52
�SSS2
�s�sz
,
` $37Q.�,5
$1.59.1,'7
$325.00 per frequency pair
$1,U25.Ot1 pez +cbauuel
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r �,� sr�*"'�'�
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s)NK �i/ .;M �.e ` j� pt(l�""t*' � '....
n� •. ��' � QAZqytu .
f jr�i,t, •' e�� t_r�� +
.�'►.... , � � � b � ".rJ. � 0'"r�.��..� .
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p , , arr?;. '• � �y� �o+{f �...; •......, #
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! t. � • � „ •s ...t a.;r�►. � �f/-� �bti'E�r.:" .. E
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. �',ti� ` ',t:.7 ; . 3[ st�7 M
( � ` �� _ •y„ �. •,1: � • •� ai'L" ?�1! k ���� � .. i.�
] � M .. t�Mfpp • � ����� 7 �••;.:..:.::: +t�
f ` . • • > •� tt ` . , , '.� > j�.r (L"'�CT II
�_L v � t� t� �' . y :• � �� , �? � �`j0lvfj�•...i�@
� � . `�r,�,� G � ; � :� �'y��//; �'�� �, • 7( • 4JJ
�i '1 � � �.M +.�. � +'� •
� • �: �6. � �""'�.."„+ �a,`�.�;T.r�� , . � • .
� , � ^ � ; y�pR.;t: �.�'i . • .
� TSa�' ` : y `� � , _ t
; � •r � ? , � tiS�! �
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t�� ` 4 �;." `"`r � , � 4 �•d � +.. �
',r k� • �X � � � ' � O t
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" FEH 15 '9b 10�21 CITY 4F RpSEMOUNT ,,�
�.
�
C�X OF BL'IRAISVT�.I�
Burnsvllle, Minnesata
ANTENtdA SITE A��LICA.ITON FQRM
kleas� providc the fa2lowittg utformation:
�
k�eather �ills (l�i}
Calonial Hills (Ck�
2. N�me of Applicant: � •--
2. Address of Apg�.ic�nt: � '
3_ Con�act Person for Applzcan�:
4. Telephone Numb� f or �3 :
5 _ Propased Radia Band: '
6. Proposed Radio Frequency (s}:
7. Technical Advisor (if any�:
P1.ea�e p=cvide the �ollowiziq technical ciata:
8. W�hat type of Service �SMR, ESMR, Two-t9ay Paging, etc. �
Proposed 8ase Stat%an (sj:
Mfg• ^._. -
Modsl:
Power output:
Antetu=a Type:
g._ Mfg. and Model of_Isolstor: �
20. Mig. sr�d Madel c�f DupleXer: � '
11. Mfq. and Model of Filtt3rs: � '
12. Date of proposad operation:
13. F?escribe space and AC power requirements: '
. ,
1�. Signatuze: Date:
15. A�r all available za�oarmation ha� be�er't inclu+ded above, mail 'Eiae applir,atioa farm together with the fee
of $325.4Q per firequency paiz fi�r: sing,% user, RCC, C:ellula.r andlar Ti�nki�g and: S1,Qx5•00 per channel for
F;MSR Lts: •
CIfiY 4F SU�NS'�G�
Liuda GZoar, TBchnic�l Services Coorc3�nator �
. 144 Civic Centiex Patkwa�.
� ��trrr�ville, Mi'i 55337 �
Questions� regarding �i�is app�icatiQn cdn. iae dire�%d t�o: Linda at 6�2-895-4537. A copy of th� Te�nnical
1lriinimum Site St�dazds is aitached- .
�.
Y11 � ►�I ►I1.� : :1 :
►�I�I►i �
February 14, 1996
/"�'
TO: Mayor, City Council and City Adrrun���r
FRUM; 7ames E. Danielson, Pablic Works '
SUBJECT: Cell Phone Antennas
1 11� ! ►
The FCC recently auctioned licenses allowing two new commuaications comganies to
operate wireless phone service throughaut the U.S. These two new companies will operate in
a different freguency range than the twa existing cell phane companies (LTS West & AT & T}
and are to be the "next generation of Cellulax". This new freqpency is in the 1900-2100 MHZ
range and will not interfere with the e�sting cell service which operates in the 8Q{} Mi�Z
range. This new service will also be digital which provides far a much greatex call capacity
per antenna. ,
Both of these new phone campanies {American Portable Telecom, APT, and Sprint}
�aave recently contacted sta,ff to discuss possible antenna locations in Mendota Heights. Both
companies propose to Iocate theiir antennas vn the City's water ic�wer. These same campanies
are currently approaching all other metro area cities looking far antenna locations, and will to
the greatest extent possible, utilize waier towers as their antenna sites. APT recently gave a
short presentati.on to the Dakota County City Engineers on this new service that was very
informative. - _
� Bath companies would like feed back from the Council as to whether the City would
consider allowing thei.r companies to maunt antennas on our watex tower. T'he antennas would
Iook identieal to the US West antennas that are already there. APT has submitted the atta.ched
site agreement that is their standard "bailer plate" agreement that they are offering to all the
City's within the metro area. Sprint has submitted the attached uentry and testing" agreement
that would allow them to canduct ansite testing.
" e �,1►il► R'i7.`{.`li1�.`�
Unlike U.S. West, who currently has antennas an our tower, neither of these new
companies will reguire separate baildings for their antenna operation. They both need
dedicated floor space within the tower base itself. Because there are not any free standing
buildings required, simply the mounting of some additional cellular antennas on the exterior
surface of the water tower, staff sees no requirement for any planning applications. Mr. Paul
Jansen, representing APT, will attend this meeting to be available for questions by Council.
Y � ► ; .1 ll; 1
Review and discuss the possibility of installing additional antennas on the Ciry's Water
Tower. Should the idea for addi.ng additional antennas on the tower be acceptable, some
parameters need to be established for developing contracts with these companies. One possible
first step would be to invite them to a future Council meeting to make a presentation on their
systems.
Should Council desire not to allow these antennas on the water tower, these companies
need to know that immediately, so that they can begin scouting for other antenna sites. It is
their goal to use 1996 to locate and install antenna sites and be ready for service early in 1997.
_.-
STTE AGREEiY1ENT
This Site Agreement ("Agreement") made effective the
199 ("Commencement Date"), by and between
SITE ID #:
SITE NAME:
day of ,
�Name: Address: 1
("Owner") grants and conveys to ('APT VIinneapolis, Inc.1, a Delaware corporation, [8�10 West
Brvn Ma}vr, Suite 11Q4�Chica�o, IL 606311("APT"), its successors and assigns, {"APT"),
provides for the granting and leasing of certain praperty interests on the foliawing terms:
l. �'RQPEIZ?� : The property interests hereby Ieased and granted by Uwner {"Property") shall
include the following [Check appropriate boxes]
[] Real property comprised af appraximately square feet of Iand
Building interior sgace comprised of appraximately usabte square feet
Buitding exterior space for attachment af antennas
Buiiding e�cterior sgaee for placement of eqnigment
Tower antenna space , r
Space required for cable runs to connect equipment and antennas
Nan-e.cclusive easements required to run utility lines and cabtes
Non-e:tciusive easement across Owners Property (hereinafter defined) for access
Other
in or upan the Owner's real property ("C)wner's Properly") described on E�chibit "A" attached
hereto and subjeet ta the specif cations shown and described on said Exhibit "A". _'" _
2. TERM: The initial term of this A�reement shail begin an the Commencement Date and end on
December 3 l, 2442. The Commencement date wilt begin when ai1 cond'ztions precedent detailed
in E.chibit "C" have been met and reeeipt by APT af praperty executed and acknawtedged
' signature coanterparts of tttis A�reement and ttze Memarandum (hereinafter defined) from
Owner.
3. RE�VT. APT shall pay owner rent anz�ua(!y in advance beginning an the date specified below for
the firsfi year and thereafter on the annual anniversary af the Carnmencement Date. The rent for
the first year shati nat be payable eurtil ten (10) days after the cammencement Date. The annuai
rent for the initial term shall be ( 1 Dollars ($[ �} ("Initial Annual
Rent"), tagether with any applicable sales tax. Any iriitial partial year wili be prorated. The
anrtual rent for each Term Period (described below) shall be the Initial Annual Rent, increased,
upon the commencement of the Term Period, by a percentage of tlze Initiaf Annuai Rent. Such
percentage shall be computed by multiplying the number of years in ttte then e.cpiring•term
(whether initial term or Option Periad) times three gercent E3%), _
4. OFTIONTEItMS. APT may extend the term of the A�reement for three {j3j} atiditional si�
([6J) year Option Periods (individually, an "Qption Period" and colleciively, tize "Option
Periods"). APT shall have elected to extend the term for each successive Option Tercn unless it
gives Owner written notice of its intention not ta extend at leasi thirty (34) days prior ta the
expiration of the then-current term.
5. rISE. APT may use the Property far the purpose of installing, removing, replacing, mainiaining
and operating a comnnunicatians facility generally in accordance with E�chibit "A" subject to
such modifications and alterations as may result from changes or improvements in technolo�y
(coiiectively, the "Communicatians Facility"). The manner in which the Communications
Facility may be attached to any rooftop location shall be subject ta the prior approval by Owner.
C3wner shalI provide APT with twenty-four (24) hour, seven (7) day a�veek year round access to
the Praperty, APT wilI pay aII persanal property taxes assessed against the Communications
Facility. Owner sha1I tinnely pay atI real property ta.Yes and assessments a�ainst the Owner's
Property. APT wiiI not atlow any mechanics' or materialmen's liens to be placed on the Property
as a resuit of its work on the Property.
APT, its agents and cantractors, are hereby granted the right, at its sole cost and espense, to enter
upan the Owner's Properry and conduct such studies as APT deems necessary to determine the
Fraperty`s suitabiiity for APT's intended use. These studies may include surveys, soil tests,
environmentaI evaluations, radia wave propa�ation measurements, field strength tests and such
other anaJyses and stutiies as APT deems necessary or desirable. tJwner shatl coaperate with
APT and esecute alt documents required ta permit APi's intended use of the Property in
compliance with zaning, Iand nse, and for buitding regulations. Owner hereby appoints APT as
its agent and attorney-in-fact for the Iimited purpase of making such fitings and taking such
actions as are necessary ta ohtain any desired zaning andJar Iand use approvals.
6. ITTILIT�ES. Payment for electric service for the Cammnnicatians Facil'zty shalt be Uwner's
respansibzlity without any adjustment to rent. Payment for tetephone or other conrtmunication
services to the Communications Facility shall be APT's respansibiIity. Owner agrees to
� coogerate �uith APT in its efforts ta connect the Cammunications Facility to esisting utility
� service at �PTs espense, .
7. RE:YIDY.�Z OF CO�YI_�YIU1Y1'C�,TIOIVS F.-�CILI1'Y. :�11 persona! prope�;r and trade fi:ctures af
AFT may be removed by APT upon the termination of this Agieement.
8. . INSU.RANCE. APT shall maintain comrnercial general liability insurance insurin�,AP2 against
liability for personal injury, death or damage to personal property ar'rsing out of us� of tti�
� Praperty by APT, with combined singie limits af not less thart Oue Mitlion and No/l OQ Dollars
($1,000,000). APT shall alsa maintain fire and extended coverage insurance insurin� APTs
personal property for its full insurable value (subject to reasonable deductibles). C?wner shall
, maintain comnnercial general liability insurance insuring Owner against liability for persona!
� injury, death or damage to personal proQerty arisin� aut of its ownershig, use and management of
the Owner's Property by Owner or its aQents, �vith combined sinale Iimits of not less than flne
i�lillion and no/100 Dollars (�I,000,000). O�vner shall alsa maintain fire and extended cov�ra��e
insurance insuring Owner's Property for its full insurable value (sub,ject to reasonable
deductibles), Notwithstanding anything in this Agreement to the contr�ry, each party releases
the other party from all liabilifiy, whether for negligence or otherwise, in connection with a loss
covered by any palicies which the releasing party cames with respe�t ta the Property ar the
Owner's Property, but only to the extent that such loss is callected under such insurance
poiicy(s). Any policy required to be obtained pursuant to this Section $ shall cantain a Waiver
of Subrogation in favor af the other party hereta. '
` 9. CONDITXOtY DFPROPE'RT'Y. O�vner represents that the Owner`s Property and aIt
� improvements thereto, including the praposed use of the Properiy by APT pursuant to this
Agreement, are in compliance with atl bui}dins, life/safety, and other laws of any governmental
or quasi-aovernmental authority.
30. T,ERMINATION. This Agreement may be terminated by APT at any time in its sole discretion
by giving written notice thereof ta Owner, which termination shall not constitute a waiver af
APTs rights under Paragraph 16 af the Agreement.
11. INDEAitVXTY. Owner and APT each indemnify the ather against, and hold the ather harnrtless
from any and a11 costs (includina reasonable attorney's fees and esgen�ses) and claims, actians,
damages, obtigatians, liabilities and tiens �vhich arise out of {a) the breach of this Aareeznent by
the indemnifyin� party; and (b} the use andlor occupancy of the Praperty, ar ttte balance of the
Ownec's Praperty, by such indemnifying party. T`his indemnity shall not apply to any claims,
actions, damages, abtigations, liabiiities and Iiens azising from any negtigent or intentional
misconduct ofthe indemnified party and shati survive the termination ofthis Agresment.
12. I�TAZA.R.D'QLTS SI�'B'S?'ANCES. Otivner represents that Or�vner has no knowIed�e of anv
substance, cherrtical, or waste an the 4wner's Property that is identified as hazazdous, taYic or
dangerous in any applicable federat; state ar locat taw or regulation. 4wner shaIt hoId APT
harmless from anc3 indemnify APT against any daznage,loss, espense, response costs, or
liability, including consultant fees and attarneys' fees resulting from the presence of hazardous
� substances on, under or around the Owner's Property or resufting from hazardous substances
being �enerated, stored, disposed of, or transparted ta, on, under, or around the Owner's Properiy
as Iong as the hazardous substances were not generated, stored, disposed of, ar transported by
APT ar its employees, agents or contractors. `
13.� CASUALTY/CONDEh?NATION. Ifany portion of the Owner's Property or Communications
Faciiity is damaged by any casuatty and such damaae adversely affects APTs use of ttie
• Property. or if a condemnin� authority takes any portion of the Owner's Praperty anci such taking
adverseiy affects �PTs use of the Owner's Property, this A�reement shall terminate as af the
date of the casualty or the date the title vests in the candemnin¢ authorit�•, as the case may be if
�PT aives �vritten notice of the same �vithin thirty (30} days after APT receives notice of such
casualty or takin�. The parties shall be entitled to make cIaims in any condemnatian praceeding
far value af their respective interests in the Property (which for APT may include, where
applicabie, the value af the Camnnunications Facility, moving expenses, prepaid ren� and
business disIocation expenses). Sate of alt or part of the Property to a purchaser v�ifh th�pawer
of eminent dornain in the face af the esercise of the power shali be treated as a taking by
condemnatian.
14. WAIYER QF.£�YDLDRD'S LIEN. Ta the extent permitted by Iaw, Qwner hereby waives any
' and all lien riLhts it lzas or may have, statutory or otherwise, concerning the Communications
Facility or any portian thereof which shalf be deemed personal property for the purpases of this
:�areemenc. re?ardless oP�4•h�ther or not the �ame is deemed real or pe:sonal prope;ty under
applicable law. .
I5. QUIETENJ(iY7KENT. A.PT, upon paying the rent, shall peaceabty and quietty have, hoid and
enjoy the P'roperty. If, as of ttie date of execution af this Agreement or hereafter, there is any
rnortgage, or other encumbrance affecting {�wner"s Property, then Owner agrees to abtain from
the hotder of such encumbrance an Aereement that APT shall not be disturbed in its possession,
use and enjoyrnent of the Property. CJwner shall nat cause or permit any use of Owner's Property
which interferes with or imgairs the quality af the cammunicatzon services being rendered by
�
APT from the Praperty. Excepr �n cases of emer�ency, CJwner shall not have access to the
� Property unless accompanied by APT personnel.
lb. 1)EFfilJL7: Except as expressly tinnited hereby, Owner and APT shaIi each have such remedi�s
far the defautt of the ather party hereto as may be provided at Iaw or equity fotlowing written
notice ofsuch default and faiIure to cure the same within fifteen (IS) days.
17. 11�I.SCELLAN�O ilS
A. Owner represents and �varrants that Owner has fult autharity to enter into and sign this
Agreement and has �ood artd marketable titte to the Oivner`s Property.
B. This Agreement supersedes all prior discussions and negotiations and cantains a!1
agreements and understandings bet�veen the Qwner and APT. This A;reement may onty
be amended in writing signed by all parties. Eachibits "A" through "�" are
incorporated inta this Agreement hy reference.
C. This Agreement tnay be si�ned in countergarts by the pariies hereto.
D. The terms and coaditions of this Agreement shall extend to and bmd the heirs, persona(
representatives, successors and assigns of Owner and APT.
E. The prevailing party in any action ar proceedin� in court to enforce the terms oithis
Agreement shall be entitled to receive its reasonab[e attorneys" fees and other reasonable
enforcement costs and expenses from the nan-prevailing party.
F. Owner shall contemporaneously herewith execute anci acknowledge and deliver to APT
for recording a Memorandum of this Agreement ('"Memorandum"} in the farm of E�chibit
„B„
G. APT may assign this A�reement at any time tvithout O�vner's consent provided that the
same shall not release APT from any of the obliaations arisina under this Agreement.
H. Notices shalt be in writing and sent by United States Vfail, postaQe prepaid, certifiec� or
registered with return receipt requested or by any nationally recognized overniaht
courier service to the address set forth beneath the signature of each party below. Any
such notice shalI be deemed given when deposited in the United States Mail or delivered
�ta such courier service. ` _
I. This Agreement shaii be construed in accordance with the laws ofthe state in which the
4wner`s Properiy is Iacated.
`• J. Each party a�rees ta furnish to the other, within ten (I O} days after request, such truthful
estappei information as the other may reasonably request.
K. APT repcesents that they have not been represented by a reat estate broker or other
tisting agent in this transactian for purposes of commission, fee or other payment to such
braker or any other Ieasing agent claiming to have represented APT. If Owner is
regresented by broker ar tisting agent, 4wner is responsibte for aII commission, fee ar
- ' other payment to such agent.
1229/95, 439PM
IN WITNESS WHEREOF, the parties hereto bind themselves to this Option on this
day of ,199_.
O'WiVER
Individual:
Print Name:
Social Security No.:
Entities:
Name of Entity
�y; - -
Print Name:
Address of Owner: ' Phone:
Print Titie:
Federal Tax ID No.• .
A,PT
APT MINNEAPOLIS, INC.
By:
Its:
34I0 West Bryn Mawr
Suite 1100
Chicago, IL 60631
Attention: Real Estate
With copy to: APT Minneapolis, Inc.
8009 34th Avenue, Suite 1344
11r1inneapolis, MN 55�25
STATE OF MINNESOTA
SS
COWi TY OF
The foregoing instrument was acknowledged before me on the day of • , 199 , by
[name of personj. ' ,
Notary Public - Minnesota
—'" — My�commission expires:
[Sea1J
This dcycument dra�fted bv:
EXBIBIT "B"
TO
ST"TE AGREE'YIEi,t�"
MEiYIORANDUiV1 OF AGREEiV.�iv'T'
SITE ID m:
SITE NAI�:
THIS v.tE:tifOR�tIDU�I evidences that a Iease was made and is hereby entered into by
written Site Agreement effective the day of , 199_,., between
( ]("Owner") whose address is as set forth below and
[�►PT Minneapolis, Inc.j, a TJelaware corporatian ("APT"), whose address is �8410 West Brvn
Mawr. Suite 1100. Chicagot IL 50631], the terms and canditions ofwhich aze incorporated
herein by reference.
Such Site A�resment provides, in part, that 4wner, for valuable consideration, leases to
APT a part of that cercain groperty owned by 4wner wluch is described in E.Yhibit ��A�� attached
hereto aud incarporated herein for a term of ( �(�._,,]} years commencin� on
� , 199�, which term is sub}ect to L 1{��) add'ztianal
� 1 {�_..�} Year option terms. �
�
�.
LA�'YDLORD Ct�NSENT
SITE ID �:
SITE NAME:
The undersigned Lessor (°Lessor"} identified in that cenain {Y� or�) dated
the day of , 199_, by and between Lessar and
[� 4r�o�,�rj ("Lesse�") covezing certain real properry described an Exhibit '"A" attached
hereto and incorporated herein ("Iease") hereby consents to that certain Option granted by Lessee
to (�'T l�Iinneapolis, Inc.j, a Delaware Carparation ("APT") dated the
day af , i99 and to the Site ��reement attached thereto and agre�s that it
will not in any event disturb APT`s possession and use af the premises pursuant to such Option
1Site As:reement uniess A.PT shall be in default under the terms of the same. .
Dated tl�zis day of , 199
�.
�
This document drafred by:
�
E'YHIBIT "C"
TO
SITE AGREEI�IE�iT
Conditions Precedent
SITE ID �:
S4TE NA��r1E:
I. AII permits from aII Iocal or federal Iand use jurisdictions for the intended use.
?. AII Iocal airspace authorities and FAA deternuzlation of no hazard to airspace.
3. FCC authorization to utilize this location foz the intended use.
4. APT's technical reports must establish to its exciusive satisfaction that the property is
rapable of being suitabiy engineered to accompiish APT's intended use of the
Property.
�. .�PT's iitie insurer must detezmine that the Seller nas good and ciear title to the
Propertv, and that the Property is free from encumbrances and res�rictions ��%flich
wouid inter�ere with APT's intended use of ihe Properiy.
�
�
Slte: Mendota Heiehts V✓aterTower Site I.D. 184 MTA: MS
ENTRY AND TESTING AGREEMENT
THIS AGREEMENT ("Agreement") is made and entered into as of the
day of , 199_, by and between
� Citv of Mendota Heights ("Owner") and MajorCo, L.P.,
d/b/a Sprint Telecommunications Venture ("STV"), conceming the following
described property owned by Owner ("Property"): 2431 Lexington, Mendota Heights•
MI�1
A. STV has an interest in [leasing/purchasing] the Property for use as a tower
or antenna site for the receipt and transmission of wireless communications signals; and
B. In order for STV to determine the viability and feasibility of the Pro�erty
as a tower or antenna site it is necessary for employees, agents or independent
contractors of STV to enter upon and inspect the Property and/or temporarily locate
communications equipment on the Property to conduct short term radio propagation tests,
and to make application with local, state and federal governmental entities for approval of
the Property as a tower or antenna site; and
C. Owner and STV desire to provide for the entry upon, inspection and/or
testing activities, and applications concerning the Property pursuant to the terms
contained in this Agreement.
NOW, THEREFORE, in consideration of the mutual promises, covenants,
undertakings, and other consideration set forth in this Agreement, Owner and STV agree
as follows:
1. Consent. Owner consents and agrees that STV, its employees,�agents and
independent contractors ("Authorized Parties") may enter upon the Property to ec�Fidu�t
and perform some or all of the following activities ("Permitted Activities"): surveys,
geotechnical soil borings and analyses, phase I environmental audits, boundary surveys,
radio propagation studies, and such other tests and inspections of the Propert.y which STV
may deem necessary or advisable. STV agrees to be responsible for any and all costs
related to the Permitted Activities, including installation on and operation and removal of
equipment on the Property.
2. Filings. Owner consents and agrees that the Authorized Parties may make
and file applications on Owner's behalf to such local, state and federal governmental
entities whose approval STV may consider necessary or advisable to have the Property
approved as a tower or antenna site, including, but not limited to, governmental approvals
for zoning variances, rezoning applications, building permits and wetland permits.
Owner hereby agrees that an executed copy of this Agreement is as effective as the
original. However, if requested by the Authorized Parties, Owner agrees to execute such
STV Entry and Testing Agreement
Version I.O, Dated 11-30-95
C:\winword\entnest.agt Savedate: I I/30/95
�
�
other and further documents as may be required by the governmental entity in question to
evidence Owner's consent to the action which is proposed to be taken.
3. Access. Owner agrees that the Authorized Parties may enter upon the
Property to perform the Permitted Activities upon execution of this Agreement and may
have access to the Property for up to 6 months.
4. Removal of Property. STV agrees that it will, upon the conclusion of the
term of this Agreement, remove any equipment installed on the Property as a part of �the
Permitted Activities, repair any damage to the Property that might have been caused in
connection with any of the Permitted Activities, and will return the Property to the
condition it was in before STV's entry onto the Property. In the event any equipment
installed on the Property by STV is not timely removed, Owner will have the right to
remove such equipment and STV agrees to be responsible for the reasonable costs of such
removal.
5. Indemnity. STV agrees to indemnify, save harmless, and defend Owner,
its directors, officers, employees, and property management agent, if any, from and
against any and all claims, actions, damages, liability and expense in connection with
personal injury and/or damage to property arising from or out of any occurrence in, upon
or at the Property caused by the act or omission of the Authorized Parties in conducting
the Permitted Activities. Any defense conducted by STV of any such claims, actions,
damages, liability and expense will be conducted by attorneys chosen by STV, and STV
will be liable for the payment of any and all court costs, expenses of litigation, reasonable
attorneys' fees and any judgment that may be entered therein.
6. Insurance. At Owner's request, STV agrees to provide a certificate of
insurance evidencing STV's insurance coverage.
7. Governing Law. The parties agree that the interpretation and �
construction of this Agreement shall be governed by the laws of the state of -
Minnesota , without regard to such state's conflict of laws provisions.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as
of the day and year first above written.
MajorCo, L.P. d/b/a Sprint
Telecommunications Venture
By:
Name:
Title:
STV Entry and Testing Agreement
Version 1.0, Dated I 1-30-95
C:\winwordientrtest.agt Savedate: 11/30/95
OWNER:
Cit,y of Mendota Heights
By:
Name:
Title:
�
�' �
. CITY OF MENDOTA HEIGHTS
I 1 1
February 20, 1996
TO: Mayor, City Council and Interim City Adrr�tor
FROM: Patrick C. Hollister, Administrative Intern
SUBJECT: Tree Moratorium
Discussion
On August 15, 1995, the City Gouncil passed the attached resolution imposing a
moratorium on the clear-cutting af trees on undeveiaped lots subject ta review hy the Ciiy
Council. The Council alsa directed Staffta research a more permanent means of
pratecting trees within the City.
The current moratorium will expire an March 2, and thus some form of action is required
.
by the City Cauncil this evening in arder to continue to protect the City's trees.
Since the tree moratorium was initiated, relatively few applicants have needed a tree
permit. Those needing a tree pernut did nat seem to object to the requirement. The tree
moratorium appeazs to be working well.
Recommendation
Staff recommends that the Council e�end the moratorium on clear-cutting an additianal
siac months by passirng the attached Resoiution. In addition, the Council may wish ta
consider making this maratorium permanent, through simply adopting a policy ta that
effect or ordering a public hearing to consider the adoption of an ardinance that reflects
the palicy currently in place.
Caancil Action Required
Consider the attached Resolution and discuss enacting a permanent tree pernut policy or
ordering a public hearing %r an ordinance to that effect.
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY.MINNESOTA
RESOLUTION NO. 96-
A RESOLUTION EXTENDING THE LIlVIITED
TREE REMOVAL MORATORIUM
WHEREAS, in the interest of public health, safety and welfaze, the City of
Mendota Heights desires to prevent the clear-cutting of trees from any undeveloped
properry in the City of Mendota Heights without prior review and consideration by the
City Council,
NOW.�HEREFORE.�T IS HEREBY RESOLVED by the City Council of the
City of Mendota Heights that the limited tree removal moratorium enacted by Resolution
95-43 on August 15, 1995 and scheduled at that time to expire on March 1, 1996 be
extended in all of its provisions for an additional six months and expire on September 1,
1996.
Adopted by the City Council of the City of Mendota Heights this 20th day of February,
1996. �
ATTEST:
By
Kathleen M. Swanson, City Clerk
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
By
Charles E. Mertensotto, Mayor
� ��
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO. 95- 43
A RESOLUTION ADOPTING A LIMITED TREE REMOVAL MORATORIUM
WHEREAS, in the interest of public health, safety and welfare, the City of
Mendota Heights desires to prevent the clear cutting of trees from any
undeveloped property in the City of Mendota Heights without prior review and
consideration by the City Council.
NOW THEREFORE, IT IS HEREBY RESOLVED by the City Council of the City
of Mendota Heights that a limited tree removal moratorium is hereby declared
within the City of Mendota Heights to prohibit the removal of any significant stand
of trees, defined as six or more trees that are greater than four inches in diameter
as measured eighteen inches above the ground, on any undeveloped property
without first obtaining a permit from the City Council.
BE IT FURTHER RESOLVED that this moratorium js imposed pending the
development and adoption of a tree protection ordinance for the City. Ttiis
moratorium is effective on the date this Resolution is adopted and shall continue in
force and effect until March 1, 1996, or until a tree preservation ordinance is
adopted, whichever first occurs. .
BE IT FURTHER RESOLVED that undeveloped property is defined as any
property large enough to be subdivided into two (2) or more parcels, or property
upon which no construction, installation or creation of any-structure has occurred.
BE IT FURTHER RESOLVED there will be no application fee or permit fee
levied against those who apply to the City Council for a tree removal permit during
the duration of this tree removal moratorium.
Adopted by the City Council of the City of Mendota Heights this 15th day of
August, 1995.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
By �� � -�
Charles E. Mertensotto, Mayor
ATTEST:
a,�.�t ,� .o! �..�..—
Kathleen M. Swanson, City Clerk
CITY OF MENDOTA HEIGHTS
MEMO
February 13, 1996
TO: Mayor, City Council, City Administrator
FROM: Kathleen M. Swa.nson�Als
City Clerk
SUBJECT: Rescheduling of Council Meeting
INFORMATION
As Council was advised on February 6, the regulaz meeting scheduled for Mazch 5 cannot
be conducted on that evening. The precinct caucuses, by state statute, will be held on Mazch 5.
Also in accorda.nce with sta.te statute, no public body may conduct a meeting after 6:00 p.m. on
the date of precinct caucuses.
During informal discussion on the matter on February 6,`Council expressed a preference
for rescheduling the first meeting in Mazch to Thursda.y, March 7. Whether tlus or another date
is selected by Council on Tuesda.y evening, staff will notify the press and cable commission
about the meeting change so that residents are notified.
ACTION REOUIRED
I recommend that Council reschedule the March 5 meeting to Thursday, March 7. If
Council concurs in the recommendation, a motion should be made to reschedule the meeting to
Thursday, March 7. If personal scheduling conflicts have arisen over the March 7 date, Council
should discuss an alternate date and adopt a motion to reschedule the� meeting to that date.
N S
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