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9 City of Cape Canaveral
CITY OF
CAFE CAMAVlEAL
CITY COUNCIL REGULAR MEETING
CITY HALL ANNEX
111 Polk Avenue, Cape Canaveral, Florida
TUESDAY
November 16, 2004
7:00 PM
AGENDA
CALL TO ORDER:
PLEDGE OF ALLEGIANCE:
ROLL CALL:
OLD BUSINESS:
CONSENT AGENDA:
1. City Council Special Meeting Minutes of June 1, 2004 and June 17, 2004;
Vested Rights.
2. City Council Regular Meeting Minutes of October 19, 2004.
3. City Council Special Meeting Minutes of November 4, 2004; Certifying the
Election Results of the November 2, 2004.
4. City Council Special Meeting Minutes of November 4, 2004; Consideration
of the Renewal for Group Medical, Dental and Life Insurance.
ORDINANCES: Second Public Hearina:
5. Motion to Adopt: Ordinance No. 20-2004; Amending Code Section 2-171
Entitled Boards, Committees, Commissions; Providing for the Appointment
of Ex-Officio Members to City Boards and Committees, at second reading.
105 Polk Avenue • Post Office Box 326 • Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1220 • SUNCOM: 982-1220 • FAX: (321) 868-1248
www.myflorida.com/cape • e-mail: ccapecanaveral@cfl.rr.com
City of Cape Canaveral, Florida
City Council Regular Meeting
November 16,2004
Page 2
6. Motion to Adopt: Ordinance No. 21-2004;Amending Code Chapter 54
Entitled Parks and Recreation; Providing for Revised Park Operating Hours,
at second reading.
7. Motion to Adopt: Ordinance No. 22-2004; Amending Chapter 62 Entitled
Solid Waste, Relating to the Immediate and Continuing Need for Collection
and Disposal of Bulk Trash, Refuse, Vegetative Waste, and Recyclable
Materials from the City of Cape Canaveral, at second reading.
8. Motion to Adopt: Ordinance No. 23-2004; Adopting Amendments to the
Annual General Fund, Sewer Enterprise Fund, Stormwater Utility Fund,
Special Revenue Funds and Expendable Trust Fund Budgets for the Fiscal
Year Ending 09/30/04, at second reading.
PRESENTATION: Richard Treverton
OATH OF OFFICE: Buzz Petsos, City Council Member
NEW BUSINESS:
CONSIDERATIONS:
1. Motion to Approve: Purchase of a Fiberglass Manatee Sculpture.
2. Motion to Approve: Cooperative Purchase of a Pierce Quantum Pumper.
RESOLUTIONS:
3. Motion to Adopt: Resolution No. 2004-42; Final Re-Plat of Marie Ann Villas;
Norman G. Boucher and Marie A. Boucher, Applicants.
4. Motion to Adopt: Resolution No. 2004-43; Final Re-Plat of Beachside
Townhomes; John I. Johanson,Applicant.
5. Motion to Adopt: Resolution No. 2004-44; Appointing a Mayor Pro Tem.
DISCUSSION:
6. Mixed Use Development District.
REPORTS:
1. City Manager
2. Staff
3. City Council
4'0City of Cape Canaveral, Florida
City Council Regular Meeting
November 16, 2004
Page 3
AUDIENCE TO BE HEARD:
ADJOURNMENT:
Pursuant to Section 286.0105,Florida Statutes,the City hereby advises the public that: If a person decides to
appeal any decision made by the City Council with respect to any matter considered at this meeting,that person
will need a record of the proceedings,and for such purpose that person may need to ensure that a verbatim
record of the proceedings is made,which record includes the testimony and evidence upon which the appeal is
to be based. This notice does not constitute consent by the City for the introduction or admission into evidence
of otherwise inadmissible or irrelevant evidence,nor does it authorize challenges or appeals not otherwise
allowed by law.Persons with disabilities needing assistance to participate in any of these proceedings should
contact the City Clerk's office(868-1221)48 hours in advance of the meeting.
CITY COUNCIL SPECIAL MEETING
CITY HALL ANNEX
111 Polk Avenue, Cape Canaveral, Florida
TUESDAY
June 1, 2004
5:00 PM
MINUTES
CALL TO ORDER:
ROLL CALL:
Council Members Present:
Mayor Pro Tem Bob Hoog
Council Member Steve Miller
Mayor Rocky Randels
Council Member Richard Treverton
Council Members Absent:
Council Member Jim Morgan
Others Present:
City Manager Bennett Boucher
City Attorney Anthony Garganese
City Clerk Susan Stills
Attorney for the Applicant Timothy Pickles
Attorney for the City Staff William Reichman
PUBLIC HEARING:
1. Motion to Approve: Vested Rights Application Submitted by Smith
Construction and Development, Inc., Property Owner for Madison Cay
Townhomes Project.
Mayor Randels introduced the Public Hearing on a Vested Rights application submitted
by Smith Development Corporation, Inc. He then turned the meeting over to the City
Attorney for procedure. Attorney Garganese stated that this is a Quasi Judicial Hearing
to determine a vested rights application pursuant to City Code Chapter 115.
For the record, Mayor Pro Tem Bob Hoog informed that he had a conflict of interest in
that he was the registered electrical contractor on the project. For the record, Mayor Pro
Tem Hoog adjourned to the audience for the duration of the meeting and would not
participate in the decision. Attorney Garganese stated that there were three Council
City of Cape Canaveral, Florida
City Council Special Meeting—Vested Rights
June 1,2004
Page 2 of 14
members of record to decide on the application and two out of three Council members
would be required to take action. Attorney Garganese stated that Mayor Randels served
on the Planning and Zoning Board in 1984 and he asked if there were any conflict with
opposing counsel on knowing this fact. Counselors stated that they found no conflict.
Attorney Garganese stated that the Council was required to disclose any Ex Parte
Communication whether verbal or written. Mr. Miller stated none; Mr. Treverton stated
none; Mayor Randels affirmed to previous communication with Mr. Smith when he
visited the development site and with Ms. Cannon in general conversation but none
about the elements of this application. Attorney Garganese asked if there were any
objection to the Ex Parte communication. Counselors stated none.
Attorney Garganese stated that each attorney would present opening statements and a
summation prior to City Council's decision. Each attorney would cross-examine
witnesses and Council would have an opportunity to ask questions. Attorney Garganese
outlined the issues of this hearing in his report and summarized the undisputed facts.
He asked the counselors if there were any objections to the undisputed facts listed in
his report. Counselors stated none.
For purposes of rendering a decision, he advised the Council to consider the list
of undisputed facts in his report as facts presented into evidence to weigh in the
course of making their decision. Attorney Garganese stated in conclusion that
once the Council makes a decision pursuant to Chapter 115 of the City Code, the
City Attorney is required to prepare a written final order regarding the Council's
decision. That final order will be presented to the City Council within 14 days of
this hearing for final approval at which point the Council's decision is final.
Interested parties have the right to appeal the Council's decision with the Circuit
Court.
OPENING STATEMENTS:
For the record, Attorney for the Applicant, Timothy Pickles stated his address as 3490
N. U.S. 1. Also an inquiry for the record, Attorney Pickles asked the City Attorney if the
official site plan were available with all attachments. Attorney Garganese affirmed that
each Council member was provided full copies of all the exhibits as part of the packet.
Attorney Bill Reichman affirmed that all documents are part of the packet.
Attorney Pickles opened by indicating why the application was before the Council. He
stated that the Planning and Zoning Board had the previous responsibility of deciding
vested rights; however, in 2003 the Council passed an ordinance divesting that power
from the Board to the City Council. The City Council is now the governing body that
would determine the applicant's vested right in the site plan that was approved in March
of 2003. As a brief recount of the facts, the Council would hear through testimony what
was passed as the vested site plan in the 1980's. Attorney Pickles stated his intent to
concentrate on what occurred in 2003. In 2003, his client, Smith Development, was
under contract to purchase a property of which they thought had an approved site plan.
At the request of the City, his client attempted to gain a variance on the property's
City of Cape Canaveral, Florida
City Council Special Meeting—Vested Rights
June 1,2004
Page 3 of 14
setback requirement. In March of 2003, the City Attorney advised the applicant to
proceed with a vested rights hearing before the Planning and Zoning Board.
The prevalent issue is setbacks. What were the setbacks in 1984 and what were the
setbacks in 2003? He asked the Council to concentrate on the February 12, 2003 and
the March 12, 2003 Planning and Zoning Meetings, there was but one site plan which
was considered and approved which is Exhibit 4 to the attachments. This site plan was
originally approved in 1982 with revisions. The drawing clearly shows what was vested
and approved in 2003 to include garages within 10-feet of the property line. In good faith
his client relied on the Planning and Zoning Board's approval and closed on the
property at a cost of$646,000 and continued with subsequent development consistent
with that site plan with garages within 10-feet of the property line.
This hearing came about due to staff's notation of a setback requirement of 25-feet.
Despite issuing a foundation permit, staff subsequently issued a stop work order. If the
City Council does not approve of the rights vested consistent with the site plan of March
2003, his client will lose property in an amount approximated at $600,000 to 900,000.
Attorney Pickles stated his belief that the Planning and Zoning Board approved the site
plan vested in 2003 based on an error of fact about the 1984 site plan. This error of fact
began at the staff level but was never uncovered. It was the continuous discussion on
this error of fact regarding the setback deviation that led his client to believe that the
Planning and Zoning Board was cognizant in their approval. His client relied justifiably
on the Board's approval to purchase the property and continue with development. In
conclusion, Attorney Pickles requested that the Council decide in due diligence
and allow his client to proceed with the development placing the buildings in the
subdivision in the exact location as in the site plan approved by the Planning and
Zoning Board on March 12, 2003.
Attorney for the City, Bill Reichman, stated his address as 200 W. First Street, Sanford,
Florida. He submitted to the Council that the issue at hand had complications in that the
City Attorney's report brought out the question of interpretation. Interpretation would be
based on documents produced to ascertain what development rights Smith
Development Construction had at the time of site plan vesting, specifically the building
and garage setback requirements. Attorney Reichman stated that documents from the
1980's would be reviewed. Exhibit 4 to the packet shows a site plan in which garages
were added in June of 1984. In Exhibit 3 of the City Attorney's report, the Planning and
Zoning Board meeting which considered a site plan was in March of 1984. The site plan
vested in 2003 relied on the initial approved site plan of March 1984 that did not include
garages. Ms. Collette Cannon submitted a site plan in 1984 that did not depict garages
that encroach into the setback. The City will seek to establish that the March 1984 site
plan of record does not show garages that encroach into the City setback, only six
buildings with six garages. The developer is presenting to the City that what he received
in March of 2003 is an amended site plan that gave him permission to build covered
garages, that allowed him to build into the setback and allowed him bedrooms above
the garages.
City of Cape Canaveral, Florida
City Council Special Meeting—Vested Rights
June 1,2004
Page 4 of 14
Attorney Reichman stated in conclusion referencing the City's Land Development
Code that the 1984 Planning and Zoning Board did not legally have the power
then or in 2003 to authorize a variance. Smith Development Construction did not
use the appropriate Board; that is, the Board of Adjustment to seek its variance.
He stated that no self-imposed hardship exists. The applicant through this
proceeding would gain a de facto variance though a vested rights procedure. The
City is requesting that the Council deny the application.
Mr. Treverton called for a Point of Order on numbering for the Exhibits.
Attorney Garganese explained that the Exhibit numbering corresponded with the
Exhibits in his report.
Attorney Garganese stated for the record that the Council had in possession
three plans that are Exhibits: Exhibit 2, Shores of Artesia Plat, Exhibit 4, the site
plan in question and Exhibit 6, the Shores of Artesia Engineering Site Plan
submitted to the Building Official.
WITNESSES FOR THE APPLICANT:
Mr. John Allen was called on for testimony and sworn in.
For the record John Allen stated the name of his firm as Allen Engineering, located at
106 Dixie Lane, Cocoa Beach. Mr. Allen stated his occupation as consulting
engineering. He has been familiar with the project since the 1980's. He stated that
Smith Development Construction hired him. Mr. Allen affirmed that the document dated
November 2002 was an Application for a Variance. He stated that Mr. Smith requested
a variance for 10-feet on the side and rear of the property since the property did not
meet the current setback requirements. They also requested two spaces per unit for
parking. Mr. Allen stated that the application did not proceed through to the Board of
Adjustment. Mr. Allen stated that he received a letter from the City Attorney dated
February 6, 2003 requesting that he and the applicant proceed with a vested rights
application. Mr. Allen stated that on February 12, 2003 the site plan was denied. Mr.
Allen pointed to Exhibit 4 and stated that it was the site plan presented to the Planning
and Zoning Board on February 12, 2003. For the record, Attorney Garganese stated
that the site plan was Exhibit 4 of his report.
Mr. Allen stated he was not present at the Planning and Zoning meeting in March 2003
due to a conflict. He stated that he was engaged to process the site plan that was
approved by Smith Development. [Attorney Reichman objected to the following
statement in that it calls for speculation.] Mr. Allen stated that when something is
vested, his interpretation is that he is free to build and that he could not vary from the
approved plan. Mr. Allen stated his belief that the garages could be constructed within
the 10-foot setback. Attorney Pickles expressed his intent to establish an equitable relief
of estoppel in that the engineer of record stated his understanding of what was allowed
at the time that the Planning and Zoning Board approved the site plan. Attorney
Garganese advised the Council that they had the right to weigh the expertise of any
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 5 of 14
response. Mr. Allen stated that he was not aware of any hazards that the driveways in
question would present and used Costa del Sol, Ocean Oaks and Canaveral Sands as
examples.
Cross -Examination by Attorney Reichman:
Mr. Allen stated that he was not at the March Planning and Zoning Board meeting and
he sent a representative. Mr. Allen stated that Collette Cannon retained him in the
1980's on this project. He stated that the prepared date was on the right hand side. The
date of project assignment was November 29, 1982. Mr. Allen stated that the notes on
the site plan reflect changes. He stated garages were added on June 11, 1984. He
stated that he thought the site plan was approved as of March 1984. Mr. Allen stated
that his firm added garages after the Planning and Zoning Board approved the site plan
in 1984. Mr. Allen stated that the setbacks are based on the tracks at 25 feet. He said
that the side and rear setbacks were highlighted on the site plan. Mr. Allen stated that
until recently, a 25 -foot setback was not consistently applied. He said that in 1984 the
setback was not interpreted as 25 -feet. Mr. Allen re -stated that setbacks were not
consistently applied. He stated that variances were not required for those setbacks and
the prior Building Officials made interpretations for the setback requirement. Mr. Allen
stated that he did not request a variance in 1984 and variances are acquired through
the Board of Adjustment. He stated that at the 2003 Planning and Zoning Board
meeting he was unaware of what the Board was shown. Mr. Allen stated that at the
February 12, 2003 Planning and Zoning Board meeting, neither staff nor the Board
questioned when the garages were added.
Questions from the Council:
Mr. Treverton noted that no dimensions were reflected on the 1984 site plan. Mr. Allen
stated Ms. Cannon submitted a hand drawn depiction and the Board reviewed it. Mayor
Randels asked if the garages were added after the plan was presented at the March 28,
1984, Planning and Zoning Board meeting in June of 1984. Mr. Allen stated that plans
subsequently submitted did show the garages.
Ms. Joyce Gumphers was called on for testimony and sworn in.
For the record, Ms. Joyce Gumphers stated her place of employment as Allen
Engineering, 106 Dixie Lane, Cocoa Beach, Florida. She was the project coordinator for
the Shores of Artesia. She affirmed that she was present at the February 12, 2003
Planning and Zoning Board meeting. [Attorney Reichman objected to the following
statement in that it is hearsay evidence] Ms. Gumphers stated that setbacks were
discussed at that time. She stated that setbacks were discussed at the February 12tH
meeting. She stated that Exhibit 4 was the site plan presented at the March 12, 2003
meeting. Ms. Gumphers pointed to the driveways on the site plan, Exhibit 4, and stated
that a 10 -foot setback is evident. Ms. Gumphers stated that no other site plan was
presented except Exhibit 4. Ms. Gumphers pointed out that the notes reflect the track
boundaries for the building setbacks. She stated that setbacks relate to the entire track
City of Cape Canaveral, Florida
City Council Special Meeting —Vested Rights
June 1, 2004
Page 6 of 14
in opposition to individual lots. Ms. Gumphers affirmed that she assisted with
documents for submittal to the 2003 Planning and Zoning meeting. Ms. Gumphers
stated that she was under the impression that everything was vested due to the
Planning Board's approval to include the location of the buildings on the site plan.
Cross -Examination by Attorney Reichman:
Attorney Reichman submitted City's Exhibit 1, the Planning and Zoning Board
transcripts. Attorney Reichman read from the transcript of the meeting that made
general reference only in the Board's discussion on setbacks. Ms. Gumphers stated that
the Planning and Zoning Board did not see the plans that depicted the garages to which
Attorney Reichman pointed. [Attorney Pickles objected to the following statement in that
it called for speculation.] Ms. Gumphers stated that she added the garages at the
request of Ms. Collette Cannon. Ms. Gumphers stated that she could not recollect if Ms.
Cannon told her that the garages were approved in 1984. She said that no bedrooms
were depicted on that site plan. Ms. Gumphers asserted that a mark noted on the site
plan depicted a 10 -foot setback. Ms. Gumphers stated that she prepared the site plan
using the R-2 requirement. Ms. Gumphers stated using the 1984 City code that the
setback requirement was 25 -feet. Ms. Gumphers stated that the Planning Board should
be familiar with the City code. She stated that any construction outside of the City
requirements required a variance from the Board of Adjustment. Ms. Gumphers replied
a request for a variance was applied for, but a recommendation was given to proceed
with a vested rights hearing. She stated that the bedroom construction did not infringe
on any required setbacks.
Questions from the Council:
Ms. Gumphers replied to Mr. Treverton that no garages were depicted on the 1982 plan.
Ms. Gumphers stated that she submitted six copies of her Revised Site Plan No. 8 with
garages added to Mr. Artis Gunn, Building Official. For the record, Ms. Gumphers
affirmed that the Planning and Zoning Board approved the site plan, Exhibit 4, for
vesting on March 12, 2003. Mayor Randels reviewed the interpretation of vesting as the
Planning Board approved it. Attorney Pickles stated that the March 12, 2003 site plan
was approved and for the purposes of this meeting, his client was unaware of what was
vested prior to that time. Attorney Reichman stated that an application for vested rights
should be approved according to Section 115-5 based on a valid act by the City. He
stated that the basis of the action was what the 1984 site plan substantiates and that is
what was approved in 2003.
Ms. Gumphers responded to Attorney Garganese that the site plan, Exhibit 4, did not
depict the lot lines. Ms. Gumphers responded to Attorney Reichman that no lot lines
were evident. Ms. Gumphers stated that she followed the lot line from the record plat to
delineate the lot lines on the site plan. She stated that she superimposed the record plat
onto the site plan. Ms. Gumphers replied to Attorney Pickles that the setbacks denoted
are 10 -feet. Mr. Allen explained that the right-of-ways for the streets are 20 -feet wide.
Ms. Gumphers stated that through her expertise she could tell that the driveways are
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 7 of 14
denoted at 10 -feet. Ms. Gumphers stated that the garages were not noted on the March
1984 site plan. Attorney Garganese stated to the Council that what was presented for
vesting in 2003 did not have the garages depicted at the March 1984 Planning and
Zoning Board site plan approval meeting. In some fashion, Exhibit 4 was presented to
the Planning and Zoning Board. Mr. Miller asked the City Attorney if a vested site plan
of the final building document would proceed for construction or does the Board of
Adjustment review it for a variance. Attorney Garganese replied that the Planning and
Zoning Board vested the site plan in March of 2003 and development followed. The
issue in question is what was vested.
Mr. Treverton called for a point of order and requested that the Chair address the City
Council Regular Meeting scheduled to begin at 7:00 P.M. Attorney Garganese advised
that the hearing could continue into the Regular Meeting. Mayor Randels clarified that
the Regular Meeting would open following the conclusion of the Vested Rights Hearing.
Mr. Roger Smith was called on for testimony and sworn in.
Mr. Roger Smith stated his address as 5300 South Orange Avenue, Orlando, Florida.
He stated that he purchased the property in question in 2002 for $647,000. He stated
that he met with City staff in 2002 regarding this site plan. He stated that he met with
Mr. Morris Reid, Building Official. Mr. Smith stated that to his knowledge Mr. Allen
applied for a variance application. He stated for the record that he did not proceed to
close on the property until all regulatory permits were acquired and he closed after the
final Planning and Zoning Board Meeting in March of 2003. Mr. Smith stated that he
thought the site plan, Exhibit 4, was what he purchased and closed on. Mr. Smith stated
that if he were not allowed to build, he would incur significant damages. [Attorney
Pickles submitted Applicant's Exhibit 3, Damage Calculations for Loss of 1 Garage and
1 Apartment per unit for Lots 28-40 and Reconfiguration of Lots 22-27 and Loss of
Square Footage at a cost of $607,000 and Exhibit 4, Damages Calculation for Loss of 1
Apartment and 1 Garage Per Unit at a cost of $952,000.]
Mr. Smith stated that all but four units were sold of which he intended to keep. Mr. Smith
stated that his intent was not to move out of the intended construction footprint. [Mr.
Reichman stated that Mr. Morris Reid, former Building Official was not available for
testimony.) Mr. Smith stated that he was present at both the February 12th and March
12, 2003 Planning and Zoning Board meetings. Mr. Smith read from the March 12th
minutes, "Mr. Smith advised that he intended to purchase and develop the property and
develop 19 town homes per the recorded plat and based on the approved site plan." He
pointed to the architectural renderings that the Board reviewed that included bedrooms
above the garage. He stated that the City's intent is to have him remove a significant
portion of his construction. Mr. Smith stated that he tried to reconfigure the lots however
the result would create a product of lesser value. Mr. Smith stated that he thought what
the Planning and Zoning Board approved was final. He said he signed a Foundation
Permit waiver but thought nothing of it. Mr. Smith stated that he thought his setbacks
were approved when the site plan was vested.
City of Cape Canaveral, Florida
City Council Special Meeting —Vested Rights
June 1, 2004
Page 8 of 14
At 6:55 P.M., Mayor Randels called for a recess until 7:00 P.M.
The Vested Rights Hearing reconvened at 7:30 P.M.
A point of order was made on numbering for the Exhibits presented. For the record, the
artist's rendering was submitted as Applicant's Exhibit No. 5. Mr. Smith stated that he
was totally blind sided in that he thought the property he purchased was vested. Mr.
Smith stated that he was told not to move the pad. He stated that he did all that he was
told by the City and the Board. He has waited 90 days for notification from the City. He
stated that when he finally got a hearing two weeks ago, but the City forgot to advertise,
which brought him up to this hearing date. Mr. Smith stated that the legality of what
happened 20 years ago has no bearing on him.
Cross -Examination by Attorney Reichman:
Mr. Smith stated that he did attend the meeting in March of 2003. Mr. Smith stated that
those meetings were held by the former owner in order to ascertain if the plans and the
property were vested and ready for development. Mr. Smith stated that he thought the
meeting was to determine if the site plan was vested. Mr. Smith replied that he hired an
engineer to interpret what he was purchasing to represent on his behalf with the City.
He hired Mr. John Allen some time in 2002. Mr. Smith stated that he is not contending
any action in 1984. [Attorney Pickles objected to the following statement in that it called
for speculation] He stated that he was purchasing a piece of property that was approved
by the Planning and Zoning Board in 2003. Mr. Smith stated that he closed on the
property after all approvals at the Federal, State, local and water management districts
and whomever else had any jurisdiction on the property.
Mr. Smith stated that he has built numerous projects in 20 years of development. Mr.
Smith stated that he obtained a foundation permit and he understood the risk in signing
such a document. Mr. Smith stated that he does not sign a waiver in Orange County.
Mr. Smith affirmed that he had an artist's rendering prepared and the rendering was
shown to the Planning and Zoning Board and the Community Appearance Board. Mr.
Smith that stated that he had lunch with Mr. Todd Peetz and Mr. Morris Reid at Rusty's.
He stated the Mr. Reid was hard -lined on the project, but he did not specifically
remember any comments from Mr. Peetz. Mr. Smith stated that the footprint of the site
plan had nothing to do with the bedrooms over the garage. Mr. Smith stated that he had
pre -sell units with deposits and reservations and any client can retract a deposit at any
time. Mr. Smith stated that a property closing is dependent on a Certificate of
Occupancy from the City. Mr. Smith affirmed his conversation with Mr. Reid regarding a
site plan prior to March 2003, and he was unaware if Mr. Reid was referring to the 1984
site plan. Mr. Smith stated that he took his action based on approval from the Planning
and Zoning Board's decision.
Mr. Steve McCaslin was called for testimony and sworn in.
For the record, Mr. Steve McCaslin stated his address as 798 Florencia Circle,
Titusville, FL. He stated that he is director of sales and has worked with Mr. Smith in
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 9 of 14
land acquisition assisting with sales and design on this project. Mr. McCaslin stated that
he worked from the onset with Mr. Morris Reid and after Mr. Reid left the City, then with
Mr. Bennett Boucher and, subsequently, Mr. Todd Morley. Mr. McCaslin said the Mr.
Reid was of the mindset that the project would not meet today's standards and a
variance was needed. Mr. McCaslin stated that a variance application was sought
however the City Attorney recommended a vested right hearing. [Attorney Reichman
objected based on the fact that Mr. Reid was not present. Attorney Pickles replied that it
is a party admission in its capacity from Mr. Reid as a former employee of the City] He
stated that his understanding of a vested right was that construction had to be
performed according to the site plan without variation or the site plan is voided.
Mr. McCaslin stated that the site plan on the easel, Exhibit 4, was the site plan of which
he and Mr. Reid spoke. Mr. McCaslin stated that it was a difficult site plan for the
footprint. Mr. Reid told him that he could build vertically; however, he could not build
outside of the site plan footprint and he related this information to Mr. Smith. Mr.
McCaslin stated that he was in contact with City staff on a weekly basis from November
2002 to March 2003. He was unaware of any problems with the project until the project
was flagged.
Cross -Examination by Attorney Reichman:
Mr. McCaslin stated that he was aware of only one site plan that was approved. Mr.
McCaslin stated that he did not note any changes to the site plan. Mr. McCaslin said
that he was at the Planning and Zoning Meeting, and he understood that he was given
the right to construct, as it existed. Mr. McCaslin stated that what was given was the site
plan, Exhibit 4. Mr. McCaslin stated that no one has ever seen the site plan without the
garages. Mr. McCaslin stated that he was not aware of what was approved in 1984. Mr.
McCaslin stated that he knew there was a problem and the problem was the reason a
variance was sought. He stated that the setback issue was no secret. Mr. McCaslin
affirmed that he was at the meeting in 2003. He stated that a set of plans was submitted
with the noted setbacks. Mr. McCaslin stated that a site plan with garages depicted was
submitted for vesting and whatever the Planning and Zoning Board approved in 1984
was irrelevant.
Mr. McCaslin replied to Attorney Garganese that the only site plan he had ever seen
was Exhibit 4. Mr. McCaslin said that Mr. Reid explained to him that he could apply for a
variance to build the existing plan within the setbacks. Mr. McCaslin responded that Mr.
Reid never brought up any previous code, but he did say that the site plan presented
did not meet the existing City code. Mr. McCaslin stated that Mr. Reid told him that a
variance request was a recommended procedure to continue the project. Mr. McCaslin
said that Mr. Morley's interpretation of the setback applied to the individual lot and not to
the entire tract of land. Mr. McCaslin stated that the entire staff seemed to prefer the
vested rights procedure.
WITNESSES FOR THE CITY:
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 10 of 14
Mr. Lamar was called on for testimony and sworn in.
For the record, Lamar Russell stated his address as 376 Harbor Drive, Cape Canaveral,
Florida. Mr. Russell stated that he has lived in Cape Canaveral since 1973 and he has
been on the Planning and Zoning Board since 1981 and serves as the Board Vice
Chairperson. Mr. Russell stated that he signed the minutes of the 1984 meeting. Mr.
Russell affirmed that Mrs. Cannon had asked for covered garages, street widening and
additional parking spaces. Mr. Russell read from the minutes and stated that the Board
affirmed the motion unanimously. Mr. Russell stated that by reason of operation the
Board reviewed lot sizes, zoning, building concepts and setbacks. However, this
drawing has no setbacks that may have been missed as a topic of discussion. He stated
that the Board operates under the assumption that the City code establishes the
setbacks that the Building Official enforces. Mr. Russell stated that since there was no
defined formula to calculate a setback, the Board depends on overt dimensions. Mr.
Russell stated that the engineering notes read 25 -feet from the property line to the first
face of the building, in this case, the garage. Mr. Russell stated that the engineering
note to add garages is dated June 11, 1984. Mr. Russell stated that he could not recall if
the site plan approved in March of 1984 had garages. Mr. Russell stated the Planning
and Zoning Board did not have the power to grant a variance; variances are granted
through the Board of Adjustment.
Mr. Russell stated that he was not present at the February 12, 2003 meeting, but he
was present at the March 12th meeting. Mr. Russell recounted that on February 12th, the
minutes would reflect that questions arose regarding setbacks and parking and
allusions were made to major changes to setback regulations. However, no changt es
had been made to the setbacks since 1974. Mr. Russell said that on February 12t the
site plan was denied; however, on March 12th the issue returned to the Board. The City
Attorney gave an overview of the background information, and he advised the Board
that the Shores of Artesia 1984 site plan should be vested, and he advised that the
Board had approved the final plat in 1984. He noted that the City did not have a specific
code for vesting of site plans. The hearing continued and the Board asked why they
were required to vest the site plan, and the Board was told that they were given the
authority by City Council. Discussion followed regarding equitable estoppel. At the time
of the vote, the Board decided that the City Attorney did not have an adequate defense
for the previous denial of the site plan. Mr. Russell stated that the Board approved the
site plan presented, Exhibit 4. Mr. Russell stated that it was not the Board's intent to
allow garages in setbacks.
Cross -Examination by Attorney Pickles:
Mr. Russell replied to Attorney Pickles that he was not present at the February 12th
meeting. Mr. Russell stated that parking regulations and turning radiuses for the fire
trucks might have been the changed zoning codes to which Mr. Nicholas referred on
page 4 of the meeting minutes; however, the front setback regulations never changed.
Mr. Russell stated that Mr. Peetz' statement regarding setbacks changes from 10- to
25 -feet was an error. He stated that Mr. Peetz' statement formulated a question to him
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 11 of 14
that he did not verbalize during the meeting. Mr. Russell stated that he saw nothing with
an official stamp on it at the March 12th meeting. Mr. Russell stated that he did not know
of a site plan attached to the meeting minutes of 1984, and he could not recollect any
notations on the plan from that meeting. Mr. Russell stated that there were no overt
setback measurements on the site plan presented. [Attorney Pickles objected to the
following statement in that it called for speculation.] Mr. Russell stated that the
engineering notes reflect a setback of 25 -feet. Mr. Russell stated that no inquiry was
made of staff regarding setbacks during the meeting. Mr. Russell stated that Ms.
McNeeley prefaced for the Board at the March 12th meeting that the item was forwarded
to them from the City Council for reconsideration.
Council members had no questions for Mr. Russell.
Mr. Todd Peetz was called on for testimony and sworn in.
For the record, Mr. Todd Peetz stated his address as 10221 Riverstill Drive, Orlando.
He stated that he is the City Planner employed with Miller, Legg and Associates, Inc.
Mr. Peetz recounted his employment history with the City. Mr. Peetz stated that he
discussed, but did not work on the Madison Cay Townhome project. Mr. Peetz stated
that he and Mr. Reid had a lunch meeting with Mr. Smith and Ms. Cannon who were
told that the site plan was no longer valid. Mr. Peetz stated that a red flag existed in that
there were no setbacks, and his intention was to work with the property owner to build
the project within code. Mr. Peetz recounted the variance requirements. He stated that
staff provides existing conditions and allows the appropriate Boards to make decisions.
Mr. Peetz stated that the setback in 1984 was 25 -feet and is still 25 -feet in the code
today. Mr. Peetz stated that there are two ways to build in these setbacks: 1) through a
variance or 2) through a Planned Urban Development {PUD}. He stated that the Board
of Adjustment grants variance.
Mr. Peetz stated that he began to review variances only after Mr. Reid left employment.
He stated that he might have suggested a vested rights application during an informal
meeting, but he could not recall. Mr. Peetz stated that during the February 12th Planning
and Zoning Board discussion, he said without the opportunity to verify that under
today's code it might not meet the setbacks. [Attorney Pickles submitted, Applicant's
Exhibit No. 5] Mr. Peetz stated that he was unaware if this memo was forwarded to the
Citr Attorney of record Mark McQuagge. He restated that what he said at the February
12t meeting regarding setbacks was a supposition, not a fact. Mr. Peetz stated that he
was not asked to provide a staff report at that time on the 1984 site plan as it related to
setbacks. [Attorney Pickles submitted, Applicant's Exhibit No. 6] He stated that the
memo was forwarded to him through staff. Mr. Peetz stated that the streets are 24 -feet
wide and required a turning radius. Mr. Peetz stated that the parking would hinder traffic
due to the 10 -foot driveway and there are no sidewalks. Mr. Peetz stated that the
Planning and Zoning Board establishes setback requirements for a PUD. Mr. Peetz
stated that Ocean Woods is the only PUD and it is within the 25 -foot setback.
Council members had no questions for Mr. Peetz.
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 12 of 14
Mr. Todd Morley was called on for testimony and sworn in.
For the record Mr. Todd Morley stated his address as 397 Range Road, Cocoa. He
stated that he is the Building Official since February 2002, employed to interpret City
building codes and ordinances; prior to that time he was a Building Inspector. He stated
that he has been in the building industry since 1980. Mr. Morley stated that he began
attending Planning and Zoning meetings and City Council meetings at which time he
first heard about the Vested Rights matter. He stated that it was during the review of the
construction plans that a problem was noted. Mr. Morley stated that the applicant was
provided a plan review correction sheet twice.
Attorney Garganese called for a Point of Order on numbering of the Exhibits.
Mr. Morley stated it is policy that all construction will have a plot plan showing the
structure as they apply to the site plan. He read from a note dated December 22nd from
a second review and recalled that Mr. Tom Swendiman did not give him the information
on the distance from the property line to the front of the garages. The agreement was
that Mr. Swendiman would provide the information, and Mr. Morley would find the
ordinance that was in effect at the time the site plan was originally approved in 1984.
Mr. Morley stated that up to that point, there was no indication that the buildings were
built any closer than 25 -feet of the property line and there was nothing given on the site
plan to show otherwise. Mr. Morley stated that he never received exactly what he
requested, but he did receive another plan from Mr. Swendiman with highlighted -
dashed lines that indicated the property lines as they overlay the site plan. It was at that
point that a problem was recognized. [Exhibit 6 of the Packet.] Mr. Morley stated that
this was the first time that he had knowledge that anything was being built closer to 25 -
foot setback of the property line. He received the Exhibit on January 21, 2004. He
stated that he could identify that there were no setbacks because there were no
property lines drawn or superimposed over this site plan.
Mr. Morley stated that at the time, there had been no construction in 20 years. He stated
that foundation permits were requested prior to him receiving this information. An At -
Risk Affidavit was signed informing the builder that construction is performed at -risk and
subject to code requirements. Mr. Morley issued a Stop Work order to address the front
setback problem. Mr. Morley identified a non -engineered drawing with six garages that
did not appear within the setbacks, but without dimensions he could not be certain. Mr.
Morley stated that Ms. Collette Cannon submitted an amended site plan to the Board in
which covered garages were added, the street widened, 5 -feet and 14 parking spaces
added. The Board passed this plan unanimously. He stated that what he viewed in front
of him appeared to be a conceptual plan to what the Board passed. Mr. Morley stated
that revised engineering drawings are now required. Mr. Morley stated that it would be
up to the Building Official to enforce the setbacks and otherwise up to the developer to
seek a variance. Mr. Morley stated that January of 2002 was his first contact with the
issue. Mr. Morley read the memos marked Applicant's Exhibit No. 5 and City's Exhibit
No. 1. Mr. Morley said that he did not make comment on the City Planner's memo, and
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 13 of 14
he did not direct the applicant to apply for a variance. Mr. Morley replied that on March
12th 2003, the Planning and Zoning Board vested the developer to build with the rights
that were approved in the 1984 site plan. [Attorney Pickles presented a document dated
January 16, 2004 and submitted it as Applicants Exhibit No. 6.1
Council members had no questions for Mr. Morley.
SUMMATION:
Attorney Pickles summarized that: 1) the applicant acted with reliance upon the act of
the City by the Planning and Zoning Board's approval of the March 12, 2003 site plan,
2) the City Planner made a statement that became a mistake of fact regarding changes
in the ordinance and the Board accepted and vested the site plan, Exhibit 4 and 3) the
applicant's reliance was reasonable and in good faith, and it would be inequitable or
unjust and fundamentally unfair to destroy the applicant's rights by an error or omission
on the City's part. Mr. Smith proceeded to act based upon the Planning Board's
decision. He requested that the Council consider the site plan presented as Exhibit 4.
Attorney Reichman summarized that: 1) the applicant relied on a valid un -expired act of
the City; however, the applicant refuted what was presented in 1984 and 2) he
questioned, was the applicant's reliance reasonable and in good faith? Mr. Reichman
stated no in that the Planning and Zoning Board made consideration on a document
without the garages. The Board in 1984 would have made a mistake of law in approving
a site plan that contained a variance and not a mistake of fact in that the setback
requirements did not change from 1984 to 2003. Mr. Reichman stated that the applicant
has not met his burden, that the 2003 Planning Board approval was not a valid act and
that the applicant's expressed reliance was not in good faith. He requested that the
Council deny the application.
Attorney Pickles expressed rebuttal to Mr. Reichman's summation and stated his client
relied upon the Planning Board's decision in 2003. He expressed (2) Mistakes of Fact,
the state of the law in 1984, an ordinance was never passed and the site plan presented
was the site plan approved to include the depiction of the garages. We are seeking to
build consistent with the site plan presented in Exhibit A.
Mayor Randels summarized that there was no way to know what was approved in the
1984 site plan without seeing it and what was written in the 1984 minutes was
approved. He read from the 1984 Planning Board minutes that, "Mrs. Cannon submitted
an amended site plan to the Board." Mayor Randels also referred to the March 12, 2003
meeting minutes. He recounted that "the City Attorney advised that the Shores of
Artesia, Phase II, site plan approved by the Board in 1982 should be vested, he advised
that the final plat in 1984 was recorded, he explained the definition of equitable
estoppel, he advised that the utilities were installed for Phase II, he noted that the City
did not have a code for vesting. In conclusion the Board approved the vesting for
Shores of Artesia, Phase, II."
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 1, 2004
Page 14 of 14
FINDINGS OF FACT:
The City Council should recognize that the site plan of March 12, 2003 is vested and
what development rights were received when the site plan was vested.
Mr. Treverton stated that the 1984 site plan did not have garages. He expressed that
the applicant knew that this was an ongoing problem. When the Building Official made
inquiries on the project encroaching into the setback a stop work order was issued. He
expressed that he did not feel that the applicant met his burden of proof. Mr. Miller
pointed out that the original drawing did not have garages; however, that is secondary
to the mistakes on the City's part. The applicant is providing a valuable product to the
City and stated that the project was started and should proceed in good faith. He
expressed favor in approving the application. Mr. Treverton replied to the City Attorney
that he was deliberating the issue. Mayor Randels stated that the Planning Board
proceeded at the consent of the Council. Attorney Garganese stated that it is up to
interpretation as to what was vested and vested rights are based on very fact intensive
data. One fact remains: there was never a change in law from 1984 to 2003. That
statement was assumed or taken out of context.
Mayor Randels reviewed the Code requirements to approve a vested rights application.
Council deliberated on the issue.
Attorney Garganese asked Mr. Pickles what he thought was his client's idea of the
required setback. Attorney Pickles stated a10 -foot setback.
Attorney Garganese stated that he would draft a final order for submittal within
14 -days of this Hearing for the Council's review for approval of the Vested Rights
Application. The order would come before the Council on June 15tH
Rocky Randels, MAYOR
Susan Stills, CITY CLERK
CITY COUNCIL SPECIAL MEETING
CITY HALL ANNEX
111 Polk Avenue, Cape Canaveral, Florida
THURSDAY
June 17, 2004
5:00 P.M.
CALL TO ORDER:
ROLL CALL:
Council Members Present:
Council Member
Mayor
Council Member
Others Present:
MINUTES
Steve Miller
Rocky Randels
Richard Treverton
City Manager Bennett Boucher
City Attorney Anthony Garganese
City Clerk Susan Stills
Attorney for the Applicant Timothy Pickles
Attorney for the City Staff William Reichman
The Council members in attendance are those same members who discussed and made
final decision at the first Vested Rights Hearing.
PUBLIC HEARING:
1. Motion to Approve: An Order on the Vested Rights Application Submitted by
Smith Construction and Development, Inc., Property Owner for Madison Cay
Townhomes Project.
Mayor Randels inquired if the Council's task were to read the Order, review it and find it
representative of the final action. Mayor Randels stated that the Special Meeting was duly
noticed. Attorney Garganese replied that a Vested Rights Hearing was conducted on
June 1, 2004, after which time the Council had 14 days to reply. The order was based on
the decision of the Council. He pointed out that on Page 3, Paragraph 10 and Line 5: "the
applicant testified" should be included. He made a correction to the spelling of Ms.
Gumphers last name throughout as well. Applicant's Attorney, Timothy Pickles, stated that
the Order calls for a 10 -foot setback. Properties that have not been construction would be
pushed back farther. Also, the engineer raised a question on driveway widths that were
changed from 20 -feet in the 1980's to 24 -feet as in the existing Code. Mr. Morley replied
City of Cape Canaveral, Florida
City Council Special Meeting — Vested Rights
June 17, 2004
Page 2 of 2
that the 24 -foot setback is an emergency management measure. Mr. Boucher included
that the minimum the fire department expects is 20 -feet and on -street parking would not
be possible. Mayor Randels stated for the record that the 20 -foot standard would apply to
the vested right.
Mr. Treverton expressed that he was in agreement with the Order and Paragraph 20
allows for the 20 -foot driveway requirement. Mr. Miller stated that the Applicant is being
granted the minimum 10 -foot requirement for the garages. Flexibility is being allowed
without jeopardizing the vested right. Mr. Morley said that the City is not granting them the
right to expand into the rear of the property and this would allow for a less congested
development. Mr. Roger Smith said that he would move construction back as far as
possible.
A motion was made by Mr. Miller and seconded by Mr. Treverton to Approve the
Vested Rights Application by Smith Development and Construction, Inc. with the
minor changes so noted by City Attorney Garganese. The vote on the motion
carried 3-0 with voting as follows: Mr. Miller, For, Mayor Randels, For and Mr.
Treverton, For.
There being no further business, the Chair adjourned the meeting at 5:17 P.M.
Rocky Randels, MAYOR
Susan Stills, CITY CLERK
CITY COUNCIL REGULAR MEETING
CITY HALL ANNEX
111 Polk Avenue, Cape Canaveral, Florida
TUESDAY
October 19, 2004
7:00 PM
MINUTES
CALL TO ORDER:
PLEDGE OF ALLEGIANCE:
ROLL CALL:
Council Members Present:
Mayor
Rocky Randels
Mayor Pro Tem
Bob Hoog
Council Member
Steve Miller
Council Member
Jim Morgan
Council Member
Richard Treverton
Others Present:
City Manager
Bennett Boucher
City Attorney
Anthony Garganese
City Clerk
Susan Stills
Public Works Director
Ed Gardulski
Recreation Director
Nancy Hanson
Building Official
Todd Morley
CONSENT AGENDA:
1. City Council Regular Meeting Minutes of October 5, 2004.
2. Special City Council Meeting Minutes of September 20, 2004 and
September 29, 2004 (Budget Hearings).
3. Emergency City Council Meeting Minutes of September 1, 2004 and
September 7, 2004.
4. Proclamation for National Epilepsy Awareness Month.
5. Resolution No. 2004-33; Reappointing Three Regular Members and One
Alternate Member to the Beautification Board (J. Hale, E. Mars, C. Flanagan
and T. Garboski).
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 2 of 9
6. Canceling the Tuesday, November 2, 2004 City Council Meeting Due to the
General Election and Scheduling a Special Meeting to Certify the Election
Results on November 4, 2004.
7. Outdoor Entertainment Permit for the Halloween Street Dance.
8. Outdoor Entertainment Permit for the Traveling Skate Park.
Mayor Randels asked if any Council Member, staff or interested party desired to remove
an item from the Consent Agenda for discussion.
No request was made to remove any Consent Agenda Item for discussion.
The Consent Agenda carried 5-0 with voting as follows: Mayor Pro Tem Hoog, For;
Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr. Treverton, For.
CONSIDERATION:
9. Motion to Approve: City Planner Contract Services with Todd Peetz, Miller
Legg & Associates, Inc.
Mr. Peter Gottfried introduced himself as a representative of Miller Legg & Associates, Inc.
on behalf of Mr. Todd Peetz, City Planner. Council expressed that they were impressed
with Mr. Peetz' work and desired to retain his services. Mayor Randels clarified that Mr.
Peetz would work as the primary consultant for the City's planning services. Mr. Gottfried
expressed that Miller Legg provides full-service planning. Mr. Boucher stated that the
contract would continue until one of the parties chose to terminate. Mayor Randels read
the contract duration as providing for 30 -days notice of termination.
A motion was made by Mr. Morgan and seconded by Mayor Pro Tem Hoog to
Approve the City Planner Contract Services with Todd Peetz, Miller Legg &
Associates, Inc. The vote on the motion carried 5-0 with voting as follows: Mayor
Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr.
Treverton, For.
10. Motion to Approve: Interlocal Agreement with Brevard County for
Participation in the Educational Facilities Impact Fee Program.
Discussion brought out if the City does not approve the Agreement, it would be
responsible for the funding in its School district. Mr. Boucher clarified that the proposed
benefits District does not include Merritt Island or Cocoa, but the beach areas and west to
the Pineda Causeway.
A motion was made by Mr. Treverton and seconded by Mayor Pro Tem Hoog to
Approve the Interlocal Agreement with Brevard County for Participation in the
Educational Facilities Impact Fee Program. The vote on the motion carried 5-0 with
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 3 of 9
voting as follows: Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor
Randels, For and Mr. Treverton, For.
11. Motion to Approve: City Manager's Evaluation.
Mayor Randels explained the City Manager's Evaluation process to the audience as a
rating of 1 to 5 in nine performance measurement categories. He stated that Mr. Boucher's
ranking scores rated in the 4 to 5 level. Discussion expressed favor in the City Manager's
handling of emergency situations, the annexation process and addressing controversial
issues. Mayor Randels expressed the Council's confidence in Mr. Boucher's performance.
Discussion continued on a merit increase for Mr. Boucher. Mr. Boucher thanked Council
for their feedback and stated that pay for performance would be the basis for Council's
decision on a merit increase. Council directed Mr. Boucher to provide the requested
salary range information from his previous year's evaluation.
A motion to Table the City Manager's Monetary Increase was made by Mayor
Randels and seconded by Mr. Morgan Until Thursday, November 4th, 2004. The vote
on the motion carried 5-0 with voting as follows: Mayor Pro Tem Hoog, For; Mr.
Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr. Treverton, For.
RESOLUTIONS:
12. Motion to Adopt: Resolution No. 2004-38; Authorizing a Five -Year Extension
to the Garbage Collection and Recycling Services Agreement with Waste
Management, Inc. of Florida.
Mayor Randels read Resolution No. 2004-38 by title.
A RESOLUTION OF THE CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDA;
AUTHORIZING A FIVE-YEAR EXTENSION TO THE GARBAGE COLLECTION AND
RECYCLING SERVICES AGREEEMENT WITH WASTE MANAGEMENT INC. OF
FLORIDA; AND PROVIDING FOR AN EFFECTIVE DATE.
Mayor Randels reviewed some of the contract changes to include eliminating holiday pick-
ups. Mayor Randels also pointed out the inclusion of the non-exclusive right for roll off
containers. Mayor Randels noted that rates in the 1989 Western Waste contract were
significantly higher. He explained the successive decreases in that the rates for wages and
Worker's Compensation are now spread over three employees. He stated that Waste
Management hopes to automate the process in the future in order to prevent Worker's
Compensation injuries. Mayor Pro Tem Hoog asked about recycling of tin cans. Mayor
Randels replied that tin cans could be considered under the "Other" classification. Attorney
Garganese explained that the contract provides for a definition of Recyclable Materials in
Section 2.30. Mayor Randels re -read the section to include a definition for tin cans. Mayor
Randels explained the benefit of avoiding dumping the recyclables in the landfill. He also
stated that Waste Management would provide for removing solid waste as part of
proactive Code Enforcement.
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 4 of 9
Mr. Boucher replied to Mr. Nicholas that Waste Management is required to pick up twice
per week but there would be no more holiday pickups. Mr. Nicholas asked about the new
carts. Mayor Randels affirmed that the carts extend from the passenger side of the trucks.
Mr. Kenny Rivera of Waste Management noted that the cart trucks perform a by-pass
route similar to that of the recycle trucks. Mr. Boucher replied that there is a non-
conforming provision in the contract to accommodate places such as Atlantic Gardens
where the trash receptacles are sunken -in. Mr. Rivera replied to Mr. Nicholas that the truck
width is the same. Mr. Boucher replied to Mr. Nicholas that the contract expired on
September 30, 2004. Mr. Nicholas asked if the contract renewal dates are applied
concurrently or successively. Discussion clarified that the contract renewal dates would
succeed one another. Mr. Clyde Eichelberg asked about the City code for fencing around
large dumpster containers. Mayor Randels replied that the Beautification Board had
recommended code regulations regarding dumpster enclosures. Mr. Eichelberg also
asked if a list of allowed recyclables could be added to the City newsletter. Mayor Randels
concluded that recycling is a benefit in that it keeps the quantity lower that results in lower
solid waste costs.
A motion was made by Mayor Pro Tem Hoog and seconded by Mr. Treverton to
Adopt Resolution No. 2004-38; Authorizing a Five -Year Extension to the Garbage
Collection and Recycling Services Agreement with Waste Management, Inc. of
Florida. The vote on the motion carried 5-0 with voting as follows: Mayor Pro Tem
Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr. Treverton,
For.
13. Motion to Adopt: Resolution No. 2004-39; Revising the Adopted Schedule of
Fees for the Collection and Disposal of Solid Waste, in Accordance with the
Solid Waste Franchise Agreement Between the City of Cape Canaveral and
Waste Management, Inc. of Florida.
Mayor Randels read Resolution No. 2004-39 by title.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAPE CANAVERAL,
BREVARD COUNTY, FLORIDA, REVISING THE ADOPTED SCHEDULE OF FEES FOR
THE COLLECTION AND DISPOSAL OF SOLID WASTE, IN ACCORDANCE WITH THE
SOLID WASTE FRANCHISE AGREEMENT BETWEEN THE CITY OF CAPE
CANAVERAL AND WASTE MANAGEMENT, INC. OF FLORIDA; PROVIDING FOR
REPEAL OF PRIOR INCONSISTENT RESOLUTIONS; PROVIDING FOR SEVERABILITY;
AND PROVIDING FOR AN EFFECTIVE DATE.
Mayor Randels requested that the City Manager read the fee rates.
There was no additional comment.
A motion was made by Mr. Morgan and seconded by Mr. Miller to Adopt Resolution
No. 2004-39; Revising the Adopted Schedule of Fees for the Collection and Disposal
of Solid Waste. The vote on the motion carried 5-0 with voting as follows: Mayor Pro
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 5 of 9
Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr.
Treverton, For.
14. Motion to Adopt: Resolution No. 2004-40; Amending the Legal Services
Agreement.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAPE CANAVERAL,
BREVARD COUNTY, FLORIDA, RELATING TO ITS CONTINUING AGREEMENT
FOR LEGAL SERVICES; PROVIDING FOR REPEAL OF PRIOR INCONSISTENT
RESOLUTIONS; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN
EFFECTIVE DATE.
Attorney Garganese explained that since his return two years ago as the City's legal
counsel, the firm's rates have remained at $100 per hour for non -litigation and $115 for
litigation. However, since that time rates have increased throughout the County and he
submitted a rate comparison sheet to the Council. He reviewed some of his firm's
accomplishments since returning to service that have provided substantial benefits to the
City. He stated some examples as: the ordinances on Fireworks, Slot Machines, and Adult
Entertainment and also drafting a vested rights ordinance that was subsequently used,
establishing quasi-judicial safeguards, professional services agreements and rules of
procedure for quasi-judicial Boards. Attorney Garganese stated that he is a Board Certified
Municipal Attorney of the 155 attorney's that are Board Certified in the State, and of the
nine in the Orlando and Brevard County area, four work at the firm. Discussion followed
on legal counsel's service and Council considered $130 as an hourly rate and $150 for
litigation fees. Attorney Garganese thanked the Council for the opportunity to serve and
stated that the hourly rates were acceptable. Council agreed on an hourly rate of $130
and a litigation fee of $150. Attorney Garganese stated that the Paralegal rate would
remain at $55.
Ms. Shannon Roberts expressed that the increase was perceptually substantial and hoped
that this would neither set a precedent for future increases nor have an adverse affect on
the City's employees. Ms. Andrea Schaffner asked if the City budget could afford the rates
in light of potential litigation due to the annexation. Mr. Boucher replied that the City's
Insurance Carrier also provides legal services. Attorney Garganese replied to Mr. Donald
Dunne that the City of Cocoa pays $100 per hour and $110 for litigation services rates,
however, there are 30 litigation cases pending in the City of Cocoa.
A motion was made by Mr. Miller and seconded by Mr. Treverton to Adopt
Resolution No. 2004-40; Amending the Legal Services Agreement. The vote on the
motion carried 5-0 with voting as follows: Mayor Pro Tem Hoog, For; Mr. Miller, For;
Mr. Morgan, For; Mayor Randels, For and Mr. Treverton, For.
An amendment to the main motion was made by Mr. Morgan and seconded by
Mayor Pro Tem Hoog to Set $130 at the Hourly Rate and $150 for Litigation Related
Legal Services and $55 for the Paralegal Costs in Section 3.0 of the Legal Services
Agreement. The vote on the motion carried 5-0 with voting as follows: Mayor Pro
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 6 of 9
Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr.
Treverton, For.
ORDINANCES: First Public Hearing:
15. Motion to Approve: Ordinance No. 20-2004; Amending Code Section 2-171
Entitled Boards, Committees, Commissions; Providing for the Appointment
of Ex -Officio Members to City Boards and Committees, at first reading.
Mayor Randels read Ordinance No. 20-2004 by title.
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL, FLORIDA, AMENDING
CODE SECTION 2-171 ENTITLED BOARDS, COMMITTEES, COMMISSIONS;
PROVIDING FOR THE APPOINTMENT OF EX -OFFICIO MEMBERS TO CITY
BOARDS AND COMMITTEES; PROVIDING FOR THE REPEAL OF PRIOR
INCONSISTENT ORDINANCES AND RESOLUTIONS, INCORPORATION INTO
THE CODE, SEVERABILITY AND AN EFFECTIVE DATE.
Attorney Garganese explained that this Ordinance provides for a past practice of allowing
a Planning and Zoning Board member to serve as an Ex -Officio member. He stated that
historically the Planning and Zoning Board Chairperson served in that capacity.
A motion was made by Mayor Pro Tem Hoog and seconded by Mr. Morgan to
Approve Ordinance No. 20-2004 at first reading. The vote on the motion carried 5-0
with voting as follows: Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For;
Mayor Randels, For and Mr. Treverton, For.
16. Motion to Approve: Ordinance No. 21-2004;Amending Code Chapter 54
Entitled Parks and Recreation; Providing for Revised Park Operating Hours,
at first reading.
Mayor Randels read Ordinance No. 21-2004 by title.
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL, FLORIDA,
AMENDING CODE CHAPTER 54 ENTITLED PARKS AND RECREATION;
PROVIDING FOR REVISED PARK OPERATING HOURS RELATING TO
MANATEE SANCTUARY PARK; PROVIDING FOR THE REPEAL OF PRIOR
INCONSISTENT ORDINANCES AND RESOLUTIONS, INCORPORATION
INTO THE CODE, SEVERABILITY AND AN EFFECTIVE DATE.
Mayor Randels pointed out that the Recreation Director had suggested at a previous
meeting that the Manatee Sanctuary Park hours accommodate seasonal use. The City
Attorney drafted language to make a provision for that regulation. Mayor Randels replied
to Mr. Donald Dunne that the park would open at 7 A.M. in the morning. Ms. Hanson
affirmed that the park is gated. Council's discussion clarified that the park is closed 45
minutes after sunset until 7 A.M. the following morning Mayor Randels pointed out that all
other parks are closed from 9 P.M. to7 A.M.
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 7 of 9
A motion was made by Mr. Morgan and seconded Mr. Miller by to Approve
Ordinance No. 21-2004 at first reading. The vote on the motion carried 5-0 with
voting as follows: Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor
Randels, For and Mr. Treverton, For.
17. Motion to Approve: Ordinance No. 22-2004; Amending Chapter 62 Entitled
Solid Waste, Relating to the Immediate and Continuing Need for Collection
and Disposal of Bulk Trash, Refuse, Vegetative Waste, and Recyclable
Materials from the City of Cape Canaveral, at first reading.
Mayor Randels read Ordinance No. 22-2004 by title.
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL, FLORIDA, AMENDING
CHAPTER 62 OF THE CITY CODE, ENTITLED SOLID WASTE, RELATING TO THE
IMMEDIATE AND CONTINUING NEED FOR COLLECTION AND DISPOSAL OF BULK
TRASH, REFUSE, VEGETATIVE WASTE AND RECYCLABLE MATERIALS FROM THE
CITY OF CAPE CANAVRAL; PROVIDING FOR CLARIFICATIONS TO THE
CONDITIONS IMPOSED UPON RESIDENTIAL PROPERTIES FOR SOLID WASTE
COLLECTION; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT
ORDINANCES AND RESOLUTIONS; INCORPORATION INTO THE CODE;
SEVERABILITY; AND AN EFFECTIVE DATE.
Attorney Garganese recommended adding tin cans to the classification list of recyclable
materials. Ms. Shannon Roberts asked if debris from the dunes area could be included in
vegetative materials. Mr. Morgan explained that some debris falls west of the construction
control line and said that whatever washes ashore onto residential property could become
vegetative debris.
A motion was made by Mayor Pro Tem Hoog and seconded by Mr. Miller to Approve
Ordinance No. 22-2004 at first reading. The vote on the motion carried 5-0 with
voting as follows: Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor
Randels, For and Mr. Treverton, For.
DISCUSSION:
18. Legislative Priorities for the Year 2005.
Mr. Boucher stated that Annexation Reform and statewide sale of fireworks were two
Legislative priorities. Mayor Pro Tem Hoog said that Gaming Ships dumping solid waste
within the three-mile limit was also a concern. He also pointed out that subjecting
municipal Comprehensive Plan amendments to a vote by the Brevard County Commission
and preempting sales tax from E -Bay sales were also two concerns. Mayor Randels
concluded that Council needed to decide on a third area of concern for the Legislative
Priorities list.
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 8 of 9
REPORTS:
1. City Manager
• Mr. Boucher encouraged Council to review the Quarterly reports from the various City
departments. The Building Department and Sheriff's Office reports reflect activity.
• Mr. Boucher also encouraged Council to review the Special Edition of the City
newsletter regarding Annexation.
• Mr. Boucher announced that the final Annexation Town Meeting would be held on
Thursday, October 28th at 7 P.M. at the Cape Canaveral Library.
• Mr. Boucher reported that he received the final registered voter count in the Avon by
the Sea area at 43 percent regarding the Annexation. Attorney Garganese stated that he
is working to introduce this new information into the Litigation Court records.
• Mr. Boucher also reported that the Public Works Director would attend a meeting at the
Emergency Operations Center in Rockledge on Wednesday, October 20th to review
the Florida Department of Environmental Protection beach permitting regulations in light of
anticipated beach re -nourishment. The Army Corps of Engineers would also attend. He
also stated that he would affirm the City's participation in the beach debris removal project
with the FEMA contractors.
• Mr. Boucher stated that he planned to attend the Canaveral Port Authority meeting
regarding anticipated development of the IITF property. Mr. Boucher stressed the need
for collaboration between the City and the Port prior to project planning.
2. Staff
Public Works Director
• Mr. Gardulski reported on a natural gas line rupture on Thurm Blvd. and noted that the
situation was expeditiously handled.
City Attorney
• Attorney Garganese stated that legal counsel planned to reply to the Writ of Certeriori on
the Burgett complaint regarding the Annexation issue.
AUDIENCE TO BE HEARD:
Mr. Donald Dunne commended the City on the hurricane cleanup.
Ms. Shannon Roberts asked if there is any plan for dune re -nourishment? Mayor
Randels explained that the Department of Environmental Protection controls the dune area
and anticipated repair would take considerable time.
Ms. Roberts also asked about the status of the proposed walkway along the North
Atlantic corridor. Mr. Boucher replied that the communication line burial is in progress and
the project would continue as the third party contractors complete their projects.
3. City Council
Mr. Miller
• No report.
Mr. Morgan
0 No report.
City of Cape Canaveral, Florida
City Council Regular Meeting
October 19, 2004
Page 9 of 9
Mr. Treverton
• No report.
Mayor Pro Tem Hoog
• No report.
Mayor Randels.
• Mayor Randels thanked Mayor Pro Tem Hoog for representing the City at a recent City/
County/ State/ School Board Summit. Mayor Pro Tem Hoog replied that the Summit was
postponed until a later time.
• Mayor Randels requested clarification from the City Manager on the work toward the
second round of debris removal. Mr. Boucher replied that the County is administering
that project.
• Mayor Randels pointed out that the formal announcement of proposed Annexation
Referendum advertisement was published in today's media.
• Mayor Randels recognized and thanked the City Manager for his preparation and Power
Point presentation of Annexation.
• Mayor Randels thanked the City Manager for assembling the recent articles in Florida
Today on new homes and Annexation with Norman Moody, Florida Today reporter.
• Mayor Randels announced that the Department of Agriculture Consumer Services named
Cape Canaveral a Tree City for another year.
• Mayor Randels announced that the City of Cape Canaveral would hold the 1st Annual
Pumpkin Spooktacular. Cape View students would carve pumpkins to be placed on
lighted display at the Ron Jon Cape Caribe Resort. The Resort will sponsor the event.
Pumpkins arrive on October 25th, carving takes place on October 26th, pick-up is scheduled
for October 27th and the event dates are October 291h and 30th at the Resort.
• Mayor Randels announced that the draft Sample Ballots of the General Election were
available.
• Mayor Randels presented and distributed the September issue of our Sister City Vila do
Bispo, Sagres magazine that contained a large article and photos of the Portuguese
official's visit.
ADJOURNMENT:
There being no further business the meeting adjourned at 9:30 P.M.
Rocky Randels, MAYOR
Susan Stills, City Clerk
CITY COUNCIL SPECIAL MEETING
CITY HALL ANNEX
111 Polk Avenue, Cape Canaveral, Florida
THURSDAY
November 4, 2004
5:30 P.M.
MINUTES
CALL TO ORDER:
ROLL CALL:
Council Members Present:
Mayor Pro Tem
Bob Hoog
Council Member
Steve Miller
Council Member
Jim Morgan
Mayor
Rocky Randels
Council Member
Richard Treverton
Others Present:
City Manager Bennett Boucher
Assistant City Attorney Kate Latorre
City Clerk Susan Stills
RESOLUTION:
Motion to Adopt: Resolution No. 2004-41; Certifying the Results of the
General Election of November 2, 2004.
Mayor Randels read the Resolution in its entirety.
A RESOLUTION OF THE CITY OF CAPE CANAVERAL, BREVARD COUNTY,
FLORIDA; CERTIFYING THE RESULTS OF THE GENERAL ELECTION OF
NOVEMBER 2,2004; PROVIDING FOR AN EFFECTIVE DATE.
BE IT RESOLVED by the City Council of the City of Cape Canaveral, Brevard
County, Florida, as follows:
SECTION 1. The City Council accepts the certification of the election returns as
submitted by the Brevard County Supervisor of Elections for the General Election of
November 2, 2004. The City Council certifies as proper the following election returns for
City Council (vote for Two) the whole number of votes cast was 7241 of which number:
\\Cape-nt\cityclerk\CityClk\MINUTES\SPECIAL\2004\Certify Election Results 11-04-04.doc
City of Cape Canaveral, Florida
City Council Special Meeting to Certify
The 2004 General Election Results
November 4, 2004
Page 2 of 3
Candidate for City Council Total Votes
Jim Morgan 2415
Leo Nicholas 991
Buzz Petsos 2179
Craig Stewart 1033
Richard Treverton 623
For Annexation — Winslow Beach and Portion of Avon -by -the -Sea areas (City) the
whole number of votes cast was 4519 of which number:
For Annexation received 2509 votes
Against Annexation received 2010 votes
For Annexation — Winslow Beach and Portion of Avon -by -the -Sea areas (Non -City)
the whole number of votes cast was 507 of which number:
For Annexation received 93 votes
Against Annexation received 414 votes
SECTION 2. This Resolution shall take effect immediately upon its adoption.
ADOPTED BY the City Council of the City of Cape Canaveral, Florida, this 4th
day of November, 2004.
There was no additional comment.
A motion was made by Mr. Morgan and seconded by Mayor Pro Tem Hoog to Adopt
Resolution No. 2004-41. The vote on the motion carried 5-0 with voting as follows:
Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and
Mr. Treverton, For.
\\Cape-nt\cityclerk\CityClk\MINUTES\SPECIAL\2004\Certify Election Results 11-04-04.doc
City of Cape Canaveral, Florida
City Council Special Meeting to Certify
The 2004 General Election Results
November 4, 2004
Page 3 of 3
ADJOURNMENT:
There being no further business the meeting adjourned at 5:36 P.M.
Rocky Randels, Mayor
Susan Stills, CITY CLERK
\\Cape-nt\cityclerk\CityClk\MINUTES\SPECIAL\2004\Certify Election Results 11-04-04.doc
CITY COUNCIL SPECIAL MEETING
CITY HALL ANNEX
111 Polk Avenue, Cape Canaveral, Florida
Thursday
November 4, 2004
5:45 P.M.
(or Immediately Following the 5:30 P.M.
Special Meeting to Certify the General Election Results)
AGENDA
CALL TO ORDER: The meeting was called to order at 5:37 P.M.
ROLL CALL:
Council Members Present:
Mayor Pro Tem
Council Member
Council Member
Mayor
Council Member
Others Present:
City Manager
Assistant City Attorney
City Clerk
City Treasurer
Building Official
Public Works Director
Larry McCormack
Kim McIntire
CONSIDERATIONS:
Bob Hoog
Steve Miller
Jim Morgan
Rocky Randels
Richard Treverton
Bennett Boucher
Kate Latorre
Susan Stills
Andrea Bowers
Todd Morley
Ed Gardulski
Union Steward
Health Insurance Review Committee
1. Motion to Approve: City Manager's Evaluation.
Mayor Randels reviewed the overall process and summarized that the evaluation process
concludes with a 31 points summary of the City Manager's performance. He informed that
Mr. Boucher provided a survey of various City Manager's salaries and benefits throughout
the County as well as the Wage and Salary Plan for the City's Non -Union employees.
Mayor Randels read from a previous set of Council Meeting minutes that discussed
placing Mr. Boucher in the middle of his respective salary range on the new wage plan.
Mr. Morgan recommended a merit increase of 7 percent placing the City Manager's salary
at $94,500. Mayor Pro Tem Hoog replied that he agreed with Mr. Morgan's proposal.
Council's discussion concluded that the Department Heads had been placed at the mid-
point within their salary range. Mr. Miller expressed that Mr. Boucher's salary range had
been low in previous years. Mayor Randels also expressed his support. He stated that the
City expects more from its employees and, therefore, is willing to pay for performance.
City of Cape Canaveral
City Council Special Meeting Minutes
November 4, 2004
Page 2
Mayor Randels recounted events during the recent Election that the City Manager handled
tactfully and expeditiously. Mr. Morgan stated his expectation that the trend in excellence
in work performance continue.
Mr. Boucher expressed his sincere thanks to staff for their exemplary performance. He
noted that the City budget has increased to $13 million and commented that the City is
leveraging its dollars. He reported that the City is scheduled to receive a $315,000, 60/40
matching water resource grant. This funding would assist in cleaning the drainage ditch on
West Central Blvd. north of the canal. He noted that one of the Candidates in the Cocoa
Beach campaign used Cape Canaveral as a model of comparison for beautification efforts
in his campaign brochure. Mr. Boucher concluded that he intends to continue to raise the
bar in City services.
A motion was made by Mr. Morgan and seconded by Mr. Miller to Approve a Merit
Increase for the City Manager of $95,000. The vote on the motion carried 5-0 with
voting as follows: Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor
Randels, For and Mr. Treverton, For.
2. Motion to Approve: Renewal of Group Medical, Dental and Life Insurance.
Mayor Randels reviewed the Florida Benefits, Inc. consultant's recommendation that the
group benefits remain with the Blue Cross/ Blue Shield of Florida for medical, the Ameritas
Dental Plan and G.E. Financial for Life Insurance. Mayor Randels related from Ms.
Amicarelli's notes that it would not be advantageous for the City to transfer frequently from
one health care plan to another. He noted that the medical insurance renewal rate had
increased by 18 percent. Mr. Boucher stated that although the benefits consultant
recommended the Blue Cross/ Blue Shield Group Plan 15 with only a 10 percent increase,
such a move would impact a large number of employees using prescription maintenance
medications. Mr. Boucher informed that the City Treasurer budgeted for a 25 percent
increase. Council's discussion concluded that Health Insurance is an essential part of the
employee benefits package. Mr. Larry McCormack, Union Steward, stated that he polled
and found that 15 out of 24 Plant employees utilized the maintenance prescription
program. He expressed his gratitude for City Council's approval to remain with the current
plan.
A motion was made by Mr. Morgan and seconded Mr. Miller to Approve the
Renewal of the Group Medical, Dental and Life Insurance in the Existing Plans. The
vote on the motion carried 5-0 with voting as follows: Mayor Pro Tem Hoog, For;
Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For and Mr. Treverton, For.
City of Cape Canaveral
City Council Special Meeting Minutes
November 4, 2004
Page 3
ORDINANCE: FIRST PUBLIC HEARING:
3. Motion to Approve: Ordinance No. 23-2004; Adopting Amendments to the
Annual General Fund, Sewer Enterprise Fund, Stormwater Utility Fund,
Special Revenue Funds and Expendable Trust Fund Budgets for the Fiscal
Year Ending 09/30/04, at first reading.
Mayor Randels read Ordinance No. 23-2004 by title.
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDA;
ADOPTING THE AMENDMENTS TO THE ANNUAL GENERAL FUND, SEWER
ENTERPRISE FUND, STORMWATER UTILITY FUND, SPECIAL REVENUE FUNDS,
AND EXPENDABLE TRUST FUNDS BUDGETS FOR THE FISCAL YEAR BEGINNING
OCTOBER 1, 2003 AND ENDING SEPTEMBER 30, 2004; PROVIDING FOR AN
EFFECTIVE DATE.
Mayor Randels explained why amendments to the Budget are made by Ordinance due to
State compliance. Ms. Bowers commented that the final column listing the final quarters
should read $930,000, not $630,000. She noted that amendments were made to reflect
the proposed Annexation as well as an increase in Legal fees. Ms. Bowers stated that she
continues to work with the Brevard County Clerk's Office regarding the Fines and
Forfeitures Revenue. Mr. Boucher pointed out that the Annual Budget is closing with
$210,000 in the General Fund Contingency, also with $300,000 funding set aside for street
paving and increases to the building fund. He stated that project targets would be met
through judicious use of the increased revenues.
A motion was made by Mr. Miller and seconded by Mr. Morgan to Approve
Ordinance No. 23-2004. The vote on the motion carried 5-0 with voting as follows:
Mayor Pro Tem Hoog, For; Mr. Miller, For; Mr. Morgan, For; Mayor Randels, For
and Mr. Treverton, For.
Mayor Randels announced that Riverside Bank invited the City employees and
volunteers to an Appreciation Event on November 10th in Merritt Island.
Mayor Pro Tem Hoog requested the final item for the City's list for the upcoming
Legislative Action Days in Tallahassee. Mr. Boucher replied that they should
meet on this item.
• Mr. Boucher replied no to Mr. Nicholas' question on the possibility of any proposed
funds in the $315,000 grant for lane widening.
ADJOURNMENT:
There being no further business the meeting adjourned at 6:25 P.M.
Rocky Randels, MAYOR
Susan Stills, CITY CLERK
Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Ordinances -2nd Reading
Item
j
No.
Exhibits Attached:
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
r
SUBJECT: ORDINANCE NO. 20-2004, AMENDING CODE SECTION 2-171, PROVIDING FOR
THE APPOINTMENT OF EX -OFFICIO MEMBERS TO CITY BOARDS AND
COMMITTEES
DEPT./DIVISION: LEGISLATIVE
Requested Action:
City Council consider Ordinance No. 20-2004, providing for the appointment of ex -officio members to City boards
and committees.
k
Summary Explanation & Background:
See attached ordinance.
I recommend approval.
Exhibits Attached:
City Attorney's memo; Ordinance No. 20-2004
City Man
Department LEGISLATIVE
cape�.m\my ocumen in\council\meeting\2004\11-16-04\20-2004.doc
ORDINANCE NO. 20-2004
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL,
FLORIDA, AMENDING CODE SECTION 2-171 ENTITILED
BOARDS, COMMITTEES, COMMISSIONS; PROVIDING
FOR THE APPOINTMENT OF EX -OFFICIO MEMBERS TO
CITY BOARDS AND COMMITTEES; PROVIDING FOR THE
REPEAL OF PRIOR INCONSISTENT ORDINANCES AND
RESOLUTIONS, INCORPORATION INTO THE CODE,
SEVERABILITY, AND AN EFFECTIVE DATE.
WHEREAS, the City is granted the authority, under § 2(b), Art. VIII of the Florida
Constitution, to exercise any power for municipal purposes, except when expressly prohibited by
law; and
WHEREAS, the City Council believes the appointment of ex -officio members to its various
boards and committees will provide an opportunity to gain valuable expertise and assistance to such
boards; and
WHEREAS, the City Council of the City of Cape Canaveral, Florida, hereby finds this
ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Cape
Canaveral.
BE IT ORDAINED by the City Council of the City of Cape Canaveral, Brevard
County, Florida as follows:
Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by reference as
legislative findings and the intent and purpose of the City Council of the City of Cape Canaveral.
Section 2. Code Amendment. That Chapter 2 of the Code of Ordinances, City of Cape
Canaveral, Florida, are hereby amended as follows: underlined type indicates additions and strikeout
type indicates deletions, while asterisks (* * *) indicate a deletion from the Ordinance of text
existing in Chapter 2, Administration. It is intended that the text in Chapter 2, Administration
denoted by the asterisks and set forth in this Ordinance shall remain unchanged from the language
existing prior to adoption of this Ordinance).
City of Cape Canaveral
Ordinance No. 2004-20
1 of 3
CHAPTER 2 — ADMINISTRATION
ARTICLE IV. BOARDS, COMMITTEES, COMMISSIONS
DIVISION 1. GENERALLY
Sec. 2-171. Uniform procedures and requirements.
(p) Ex Officio Members. At the discretion of the city council, ex -officio members may be
appointed to each city board or committee to serve in an advisory capacity to such board or
committee. Ex -officio members shall be provided with all agendas and documentation provided to
regular members and shall be permitted to provide input during discussions. Ex -officio members
shall not be permitted to vote on matters before the board. Each ex -officio member shall meet all of
the requirements for board membership provided within this section and as otherwise provided by
law.
Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior inconsistent
ordinances and resolutions adopted by the City Council, or parts of prior ordinances and resolutions
in conflict herewith, are hereby repealed to the extent of the conflict.
Section 4. Incorporation Into Code. This ordinance shall be incorporated into the Cape
Canaveral City Code and any section or paragraph number or letter and any heading maybe changed
or modified as necessary to effectuate the foregoing.
Section 5. Severability. If any section, subsection, sentence, clause, phrase, word or provision
of this ordinance is for any reason held invalid or unconstitutional by any court of competent
jurisdiction, whether for substantive, procedural, or any other reason, such portion shall be deemed a
separate, distinct and independent provision, and such holding shall not affect the validity of the
remaining portions of this ordinance.
Section 6. Effective Date. This Ordinance shall become effective immediately upon adoption
by the City Council of the City of Cape Canaveral, Florida.
City of Cape Canaveral
Ordinance No. 2004-20
2of3
ADOPTED by the City Council of the City of Cape Canaveral, Florida, this day of
.2004.
ROCKY RANDELS, Mayor
ATTEST: For Against
Bob Hoog
Steve Miller
Jim Morgan
Rocky Randels
SUSAN STILLS, City Clerk Richard Treverton
First Reading:
Legal Ad published:
Second Reading:
Approved as to legal form and sufficiency for
the City of Cape Canaveral only:
ANTHONY A. GARGANESE, City Attorney
G:\AAG\City of Cape Canaveral\Ordinances\Ex_OfficioMembers
City of Cape Canaveral
Ordinance No.
3 of 3
BROWN, GARGANESE, WEISS & UAGRESTA, P.A.
Attorneys at Lazy
Usher L. BrownOffices in Orlando, Kissimmee, Debra S. Babb-Nutcher"
Jeffrey P. Buak° Cocoa & Viera Joseph E. Blitch
Suzanne D'Agresta" John U. Biedenharn, Jr.
Anthony A. Garganese° Victoria L. Cecil
John H. Ward' Lisa M. Fletcher
Jeffrey S. Weiss Amy J. Goddard
Katherine Latorre
'Board Certified Civil Trial Lawyer
"Board Certified City, County & Local Government Law
September 29, 2004
VIA FACSIMILE and
U.S. MAIL
Bennett Boucher, City Manager
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, FL 32920
Re: Ordinance - Ex -Officio Board Members
City of Cape Canaveral - General
Our File No.: 513-001
Dear Bennett:
Erin J. O'Leary
J. W. Taylor
Of Counsel
Please allow this correspondence to serve as a follow-up to the City Council meeting
of September 21, 2004, regarding the above -referenced matter. In that regard, we have
prepared a very short and simple Ordinance which amends Section 2-171 of the City code
to provide, at the discretion of the City Council, the appointment of Ex -Officio Members to
the various City's boards or committees. Such Ex -Officio Members will serve only in
advisory capacity and may particioate in discussions but are not permitted to vote on any
matter before the Board.
225 East Robinson Street, Suite 660 • P.O. Box 2873 • Orlando, Florida 32802-2873
Orlando (407) 425-9566 Fax (407) 425-9596 - Kissimmee (321) 402-0144 • Cocoa & Viera (866) 425-9566
Website: www.oriandolaw.net • Email: firm@oriandolaw.net
Bennett Boucher, City Manager
City of Cape Canaveral
September 29, 2004
Page 2
Please let us know if you have any questions, comments, or concerns regarding the
proposed Ordinance. If it meets with your approval, please place the item on the next
available City Council agenda for their consideration.
Very truly yours,
/�
ey P. Buak
Assistant City Attorney
JPB/eah
Enclosure: Ordinance
G:IDocs\City of Cape Canaveral\CorrespondencelBoucherlOrdinanceExOfficioBoardMembers_Ltr092904.wpd
View Legal Ad# 483353
Print Window Close Window.
AD#483353-11/6/2004 n
NOTICE OF PUBLIC HEARING
The City Council of the City of Cape Canaveral,
Florida will hold a Public Hearing for the
purpose of adopting Ordinance Nos. 20-2004,
21-2004, 22-2004 and 23-2004 in the City Hall
Annex, 111 Polk Avenue, Cape Canaveral,
Florida at 7:00 P.M., on Tuesday, November
16, 2004. The ordinances may be inspected in
their entirety in the City Clerk's office during
business hours (8:30 a.m. to 5:00 p.m., Monday
Friday).
ORDINANCE NO. 20-2004
AN ORDINANCE OF THE CITY OF CAPE
CANAVERAL, FLORIDA, AMENDING CODE
SECTION 2-171 ENTITLED BOARDS,
COMMITTEES, COMMISSIONS; PROVIDING
FOR THE APPOINTMENT OF EX -OFFICIO
MEMBERS TO CITY BOARDS AND
COMMITTEES; PROVIDING FOR THE
REPEAL OF PRIOR INCONSISTENT
ORDINANCES AND RESOLUTIONS,
INCORPORATION INTO THE CODE,
SEVERABILITY AND AN EFFECTIVE DATE.
ORDINANCE NO. 21-2004
AN ORDINANCE OF THE CITY OF CAPE
CANAVERAL, FLORIDA, AMENDING CODE
CHAPTER 54 ENTITLED PARKS AND
RECREATION; PROVIDING FOR REVISED
PARK OPERATING HOURS RELATING TO
MANATEE SANCTUARY PARK; PROVIDING
FOR THE REPEAL OF PRIOR
INCONSISTENT ORDINANCES AND
RESOLUTIONS, INCORPORATION INTO THE
CODE, SEVERABILITY AND AN EFFECTIVE
DATE.
ORDINANCE NO. 22-2004
AN ORDINANCE OF THE CITY OF CAPE
CANAVERAL, FLORIDA, AMENDING
CHAPTER 62 OF THE CITY CODE,
ENTITLED SOLID WASTE, RELATING TO
THE IMMEDIATE AND CONTINUING NEED
FOR COLLECTION AND DISPOSAL OF
BULK TRASH, REFUSE, VEGETATIVE
WASTE AND RECYCLABLE MATERIALS
FROM THE CITY OF CAPE CANAVERAL;
PROVIDING FOR CLARIFICATIONS TO THE
CONDITIONS IMPOSED UPON
RESIDENTIAL PROPERTIES FOR SOLID
WASTE COLLECTION; PROVIDING FOR
THE REPEAL OF PRIOR INCONSISTENT
ORDINANCES AND RESOLUTIONS;
INCORPORATION INTO THE CODE;
SEVERABILITY; AND AN EFFECTIVE DATE.
ORDINANCE NO. 23-2004
AN ORDINANCE OF THE CITY OF CAPE
CANAVERAL, BREVARD COUNTY, FLORIDA;
ADOPTING THE AMENDMENTS TO THE
ANNUAL GENERAL FUND, SEWER
ENTERPRISE FUND, STORMWATER
UTILITY FUND, SPECIAL REVENUE FUNDS,
AND EXPENDABLE TRUST FUNDS
BUDGETS FOR THE FISCAL YEAR
BEGINNING OCTOBER 1, 2003 AND ENDING
SEPTEMBER 30, 2004; PROVIDING FOR AN
EFFECTIVE DATE.
Pursuant to Section 286.1015, Florida Statutes,
the City hereby advises the public that: If a
person decides to appeal any decision made by
the City Council with respect to any matter
considered at this meeting, that person will
need a record of the proceedings, and for such
purpose that person might need to ensure that
a verbatim record of the proceedings is made,
Pagel of 2
http://www.flatoday.net/legals/display.htm?CMD=DISPLAY&Id=15052 11/08/2004
View Legal Ad# 483353
which record includes the testimony and
evidence upon which the appeal is to be based.
This notice does not constitute consent by the
City for the introduction or admission into
evidence of otherwise inadmissible or irrelevant
evidence, nor does it authorize challenges or
appeals not otherwise allowed by law. Persons
with disabilities needing assistance to
participate in any of these proceedings should
contact the City Clerk's office (868-1221) 48
hours in advance of the meeting.
Susan Stills, CMC
City Clerk
AD#: 483353
Publication: Florida Today
First Published: 11-06-2004
Page 2 of 2
http://www.flatoday.net/legals/display.htm?CMD=DISPLAY&Id=15052 11/08/2004
Meeting Type: Regular
Meeting Date 11-16-04
'AGENDA
Heading
Ordinances -2"d Reading
Item
6
No.
I recommend approval.
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: ORDINANCE NO. 21-2004, AMENDING SECTION 54-2, PARK HOURS
DEPT./DIVISION: PARKS AND RECREATION
Requested Action:
City Council consider Ordinance No. 21-2004 amending Section 54-2, Park Hours, for the Manatee Sanctuary
Park.
h
Summary Explanation & Background:
This ordinance will establish the hours of operation for the Manatee Sanctuary Park as follows: The park shall be
closed from forty-five minutes after sunset until 7:00 am. the following morning.
I recommend approval.
Exhibits Attached:
Ordinance No. 21-2004
City Ma er ffice
Department PARKS AND RECREATION
cape m\myd come in\council\meeting\2004\11-16-04\21-2004.doc
21-2004
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL,
FLORIDA, AMENDING CODE CHAPTER 54 ENTITLED
PARKS AND RECREATION; PROVIDING FOR REVISED
PARK OPERATING HOURS RELATING TO MANATEE
SANCTUARY PARK; PROVIDING FOR THE REPEAL OF
PRIOR INCONSISTENT ORDINANCES AND
RESOLUTIONS, INCORPORATION INTO THE CODE,
SEVERABILITY, AND AN EFFECTIVE DATE.
WHEREAS, the City is granted the authority, under § 2(b), Art. VIII of the State
Constitution, to exercise any power for municipal purposes, except when expressly prohibited by
law; and
WHEREAS, the City Council in recognition of seasonal changes desires to amend the times
in which Manatee Sanctuary Park may be used by the public to more accurately reflect the intentions
of the City; and
WHEREAS, the City Council of the City of Cape Canaveral, Florida, hereby finds this
ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Cape
Canaveral.
BE IT ORDAINED by the City Council of the City of Cape Canaveral, Brevard
County, Florida as follows:
Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by reference as
legislative findings and the intent and purpose of the City Council of the City of Cape Canaveral.
Section 2. Code Amendment. That Chapter 54 entitled Parks and Recreation of the Code of
Ordinances, City of Cape Canaveral, Florida, are hereby amended as follows: (underlined type
indicates additions and stfikeeut type indicates deletions, while asterisks (* * *) indicate a deletion
from the Ordinance of text existing in Chapter 54. It is intended that the text in Chapter 54 denoted
by the asterisks and set forth in this Ordinance shall remain unchanged from the language existing
prior to adoption of this Ordinance).
CHAPTER 54 — PARKS AND RECREATION
ARTICLE I. IN GENERAL
City of Cape Canaveral
Ordinance No.
1 of 3
Sec. 54-2. Park hours.
Except for city approved scheduled park activities, all city parks, except for Manatee
Sanctuary Park, shall be closed during the hours of 9:00 p.m. to 7:00 a.m. Manatee Sanctuaa Park
shall be closed from forty-five minutes after sunset until 7:00 a.m. the following morning, unless the
City authorizes different park hours. The use of any parks during closed hours by an individual or
organization shall be expressly prohibited. Any person who knowingly violates any provision of this
section shall, upon conviction, be punished according to law and shall be subject to a fine not
exceeding the sum of $500.00 or imprisonment in the county jail for a period not exceeding 60 days,
or both such fine and imprisonment.
Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior inconsistent
ordinances and resolutions adopted by the City Council, or parts of prior ordinances and resolutions
in conflict herewith, are hereby repealed to the extent of the conflict.
Section 4. Incorporation Into Code. This ordinance shall be incorporated into the Cape
Canaveral City Code and any section or paragraph number or letter and any heading maybe changed
or modified as necessary to effectuate the foregoing.
Section 5. Severability. If any section, subsection, sentence, clause, phrase, word or provision
of this ordinance is for any reason held invalid or unconstitutional by any court of competent
jurisdiction, whether for substantive, procedural, or any other reason, such portion shall be deemed a
separate, distinct and independent provision, and such holding shall not affect the validity of the
remaining portions of this ordinance.
Section 6. Effective Date. This Ordinance shall become effective immediately upon adoption
by the City Council of the City of Cape Canaveral, Florida.
City of Cape Canaveral
Ordinance No.
2 of 3
ADOPTED by the City Council of the City of Cape Canaveral, Florida, this day of
.2004.
ATTEST:
SUSAN STILLS, City Clerk
First Reading:
Legal Ad published:
Second Reading:
ROCKY RANDELS, Mayor
For
Approved as to legal form and sufficiency for
the City of Cape Canaveral only:
ANTHONY A. GARGANESE, City Attorney
Bob Hoog
Jim Morgan
Rocky Randels
Richard Treverton
Steve Miller
City of Cape Canaveral
Ordinance No.
Page 3 of 3
Against
Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Ordinances -2"d Reading
Item
7
No.
Ordinance No. 22-2004
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: ORDINANCE NO. 22-2004, AMENDING CHAPTER 62, SOLID WASTE
DEPT./DIVISION: ADMINISTRATION
Requested Action:
City Council consider Ordinance No. 22-2004 updating definitions related to solid waste collection.
4
Summary Explanation & Background:
This ordinance amends definitions to be consistent with the solid waste agreement.
I recommend approval.
Exhibits Attached:
Ordinance No. 22-2004
CityMa '�
Department ADMINISTRATION
&00ffi'
ca im\mydoc ent \council\meeting\2004\11-16-04\22-2004.doc
ORDINANCE NO. 22-2004
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL,
FLORIDA, AMENDING CHAPTER 62 OF THE CITY CODE,
ENTITLED SOLID WASTE, RELATING TO THE
IMMEDIATE AND CONTINUING NEED FOR COLLECTION
AND DISPOSAL OF BULK TRASH, REFUSE, VEGETATIVE
WASTE, AND RECYCLABLE MATERIALS FROM THE
CITY OF CAPE CANAVERAL; PROVIDING FOR
CLARIFICATIONS TO THE CONDITIONS IMPOSED UPON
RESIDENTIAL PROPERTIES FOR SOLID WASTE
COLLECTION; PROVIDING FOR THE REPEAL OF PRIOR
INCONSISTENT ORDINANCES AND RESOLUTIONS;
INCORPORATION INTO THE CODE; SEVERABILITY; AND
AN EFFECTIVE DATE.
WHEREAS, the City is granted the authority, under Section 2(b), Article VIII, of the State
Constitution, to exercise any power for municipal purposes, except when expressly prohibited by
law; and
WHEREAS, the City Council desires to update the City Code relating to solid waste to be in
compliance with current standards and protocols relating to the collection and disposal of solid
waste; and
WHEREAS, the City Council of the City of Cape Canaveral, Florida, hereby finds this
Ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Cape
Canaveral.
BE IT ORDAINED by the City Council of the City of Cape Canaveral, Brevard
County, Florida, as follows:
Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by this
reference as legislative findings and the intent and purpose of the City Council of the City of Cape
Canaveral.
Section 2. Code Amendment. Chapter 62 of the Code of Ordinances, City of Cape Canaveral,
Florida, entitled Solid Waste, is hereby amended as follows (underlined type indicates additions and
r*r-in�t. type indicates deletions, while asterisks (* * *) indicate a deletion from this Ordinance of
text existing in Chapter 62. It is intended that the text in Chapter 62 denoted by the asterisks and set
forth in this Ordinance shall remain unchanged from the language existing prior to adoption of this
Ordinance):
CHAPTER 62. SOLID WASTE
City of Cape Canaveral
Ordinance No. 22-2004
Page 1 of 4
Sec. 62-1. Definitions
Designated facility means a disposal processing, recovery, recycling or transfer facility
designated by the city manager, or the city manager's designee.
Individual container means a plastic or galvanized metal can, of a type which is commonly
sold as a garbage can, which does not exceed 32 gallons capacity or 50 pounds in weight when full,
unless and until an automated cart program is implemented by the City. Each such can shall have
two (2) handles upon the sides of the can or a bail by which it may be lifted by a person and shall
have a tight fitting top and shall also mean disposal plastic or paper bags (with or without sack
holders and not less than 1 mm thick) of a type which is acceptable to be used for refuse storage and
disposal .
Recyclable material means newspapers (including inserts), aluminum cans, plastic containers
HDPE and PET). brown. clear and green Blass bottles and iars. and other solid waste materials
added upon written Agreement between the City and the Collector, when such materials have been
either diverted from the remaining solid waste stream or removed prior to their entry into the
remaining solid waste stream
other -wise be pr-eeessed er- di
Solid waste means bulk trash, refuse, vegetative waste, and recyclable materials or any
combination thereof , sludge
ffefn a waste tfeatmeat works, watef supply treatment plant, or- air- pellution eeatr-el f6eility, e
garbage, mbbish, refuse, speeial waste of other- diseafded ffiatefial, ineluding selid, liquid, ,
Special waste mafer4a means solid waste that requires special handling and management by
the Collector, and which is not accepted at the designated facility or other disposal facility or which
is accepted at the designated facility or other disposal facility at higher rates than are charged for
refuse. including, but not limited to, asbestos, whole tires which do not constitute household trash,
used oil, lead -acid batteries, and biohazardous wastes
wastes that afe not stefed in approved eentainefs and
City of Cape Canaveral
Ordinance No. 22-2004
Page 2 of 4
Vegetative waste Yard tffish means aM vegetative matter resulting from routine and normal
yard and landscaping maintenance generated on site and shall include materials such as tree and
shrub materials,ra�ppings_palm fronds, Christmas trees, tree branches and similar vegetative
matter usually produced in the care of lawns, landscaping and yards resulting 40M lafidSeaping
maintenanee and land elearing operations.
Sec. 62-9. Residential solid waste pickup conditions.
(c) Vegetative waste Y-afd Vegetative waste Yard must be placed in a
reusable container which shall not include any paper or plastic bag, unless such ba is s a specialized
vegetative waste bag approved by the designated facility. Yah Vegetative waste shall not be
commingled with any other solid waste or recyclable or recoverable material. Limbs shall not
exceed four feet in length and shall not weigh in excess of 50 pounds. Limbs should be stacked in a
uniform direction, and may be bundled by securing with rope, string, twine, cord or tape. Containers
for yawaste vegetative waste shall be provided by the owner, resident, or occupant of any
residential unit. NE) other sefid waste, ine-luding-reeve able or recoverable -mete=r- shall be
gled with yard tfash.
Sec. 62-12. Regulations/Agreements on file.
(a) The recycling regulations in effect in the city are on file in the city clerk's office.
The solid waste franchise agreement is set forth in appendix A to this Code.
(cb) The fees and charges for recycling services are set forth in appendix B to this Code.
Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior inconsistent
ordinances and resolutions adopted by the City Council, or parts of prior ordinances and resolutions
in conflict herewith, are hereby repealed to the extent of the conflict.
Section 4. Incorporation Into Code. This Ordinance shall be incorporated into the Cape
Canaveral City Code and any section or paragraph, number or letter, and any heading may be
changed or modified as necessary to effectuate the foregoing.
Section 5. Severability. If any section, subsection, sentence, clause, phrase, word or provision
City of Cape Canaveral
Ordinance No. 22-2004
Page 3 of 4
of this Ordinance is for any reason held invalid or unconstitutional by any court of competent
jurisdiction, whether for substantive, procedural, or any other reason, such portion shall be deemed a
separate, distinct and independent provision, and such holding shall not affect the validity of the
remaining portions of this Ordinance.
Section 6. Effective Date. This Ordinance shall become effective immediately upon adoption
by the City Council of the City of Cape Canaveral, Florida.
ADOPTED by the City Council of the City of Cape Canaveral, Florida, this day of
, 2004.
City of Cape Canaveral
Ordinance No. 22-2004
Page 4 of 4
ROCKY RANDELS, Mayor
ATTEST:
For Against
Bob Hoog
Jim Morgan
Rocky Randels
SUSAN STILLS, City Clerk
Richard Treverton
Steve Miller
First Reading:
Legal Ad published:
Second Reading:
Approved as to legal form and sufficiency for
the City of Cape Canaveral only:
ANTHONY A. GARGANESE, City Attorney
City of Cape Canaveral
Ordinance No. 22-2004
Page 4 of 4
Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Ordinances -2nd Reading
Item
g
No.
consistent with State law, rolls up all the prior budget amendments into a final budget ordinance for the 2003/04
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: ORDINANCE NO. 23-2004, ADOPTING AMENDMENTS TO THE ANNUAL
GENERAL FUND, SEWER ENTERPRISE FUND, STORMWATER UTILITY FUND,
SPECIAL REVENUE FUNDS AND EXPENDABLE TRUST FUND BUDGETS FOR
THE FISCAL YEAR ENDING 09/30/04
DEPT./DIVISION: ADMIMSTRATION/FINANCE
Requested Action:
City Council consider Ordinance No. 23-2004 adopting the amendments to the Annual General Fund, Sewer
Enterprise Fund, Stormwater Utility Fund, Special Revenue Funds and Expendable Trust Fund Budgets for the
fiscal year ending 09-30-04, as recommended by the city treasurer.
R
Summary Explanation & Background:
During the 2003/04 fiscal budget year, City Council revised and passed amendments to said budget. This ordinance,
consistent with State law, rolls up all the prior budget amendments into a final budget ordinance for the 2003/04
fiscal year.
The city treasurer will be available to answer questions about this proposed budget ordinance.
I support the city treasurer's recommendation.
Exhibits Attached:
Ordinance No. 23-2004 and Budget Amendment Summary
City Ma r Office
Department ADMINISTRATION/FINANCE
�kim\y in\council\meting\2004\11-16-04\23-2004.doc
ORDINANCE NO. 23-2004
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL, BREVARD
COUNTY, FLORIDA; ADOPTING THE AMENDMENTS TO THE
ANNUAL GENERAL FUND, SEWER ENTERPRISE FUND,
STORMWATER UTILITY FUND, SPECIAL REVENUE FUNDS, AND
EXPENDABLE TRUST FUNDS BUDGETS FOR THE FISCAL YEAR
BEGINNING OCTOBER 1, 2003, AND ENDING SEPTEMBER 30, 2004;
PROVIDING FOR AN EFFECTIVE DATE.
BE IT RESOLVED by the City Council of the City of Cape Canaveral, Brevard County,
Florida, as follows:
SECTION 1. The Amendments to the Annual General Fund, Sewer Enterprise Fund,
Stormwater Utility Fund, Special Revenue Funds, and Expendable Trust Funds Budgets which are
attached hereto and by reference made a part hereof, of the City of Cape Canaveral, Florida for the
fiscal year beginning October 1, 2003, and ending September 30, 2004, are hereby approved and
adopted.
SECTION 2. This Ordinance shall take effect immediately upon its adoption.
ADOPTED BY the City Council of the City of Cape Canaveral, Florida, this day
November, 2004.
Rocky Randels, MAYOR
ATTEST: FOR AGAINST
Robert Hoog
Susan Stills, CITY CLERK Steve Miller
James Morgan
Rocky Randels
APPROVED AS TO FORM:
Richard Treverton
Anthony A. Garganese, CITY ATTORNEY
First Reading:
Second Reading:
MEMORANDUM
DATE: OCTOBER 1, 2004
TO: HONORABLE MAYOR AND
MEMBERS OF THE CITY COUNCIL
FROM: ANDREA BOWERS
CITY TREASURER
SUBECT: FINAL BUDGET REPORT AND TRANSFER FOR THE FISCAL
YEAR 2003/04
The final quarter of our fiscal year is now complete and we are gearing up for our annual
audit. When internal transfers and fund balance appropriations are removed from the
equation, revenues stand at 105% collected. This collection percentage reflects revenues
received and does not include the final billing (receivable) for utilities, including garbage,
recycling and sewer, which may be material. Unbudgeted revenues received during the
final quarter include a Cert Grant of $3,374 and the Dune Restoration Settlement of
$14,371. Interest income was at approximately 80% collected, excluding interest on Tax
Collections, which had a collection rate of under 9%. All Grants received by the City and
expended during the year have been booked as revenue.
Fines and Forfeitures are below expected levels due to recent legislation and an
interpretation of the statutes by the County Clerk's office that may be contested by the
City. I will keep Council up to date on this.
The attached summary contains the current proposed budget amendments as well as the
amendments approved by Council throughout the fiscal year 2003/04. This Ordinance
maintains compliance with the State Statutes concerning our budget. It should be noted
that only those items representing a significant change in fiscal policy have been offered
for adjustment. It is not the intent of these amendments to adjust each account to reflect
actual activity. Some of these items have previously been approved, and the technical
adjustment is merely housekeeping.
Following is a brief dialogue concerning budget amendments requiring attention.
Planning & Zoning has been increased to fund the Planning Services required during the
Annexation debate.
Legal Services has been increased to cover various legal billings for general government
requirements.
Contingency has been decreased to provide the funding to the above increases in the
General Fund.
In other funds Impact fees for the Ariel Fire Truck have come in higher than expected
and are increased to reflect the new construction.
This completes the requested Budget Amendments for the fiscal year 2003/04. Please
contact the Finance Department with any questions and/or concerns.
CITY OF CAPE CANAVERAL
BUDGET AMENDMENTS FOR FISCAL YEAR 2003/2004
ATTACHMENT TO ORDINANCE NO. 23-2004
10/1/2003 12/31/2003 3/31/2004 6/30/2004 6/,
Budget Budget Budget Budget E
Line Item Account Name Balance Amend. Amend. Amend. A
General Fund
Amended Legislative Expenditures 50,305
General Fund Revenue
001-2-513.1100
001-321.1000
Occupational Licenses
50,000
7,000
FICA Taxes
001-322.1000
Building Permits
300,000
001-2-513.2200
Retirement Contribution
150,000
001-329.2000
Fire Inspection Fees
22,000
Contractual Services
3,510
30,000
001-335.1212
State Sales Tax Revenue Share
120,000
3,450
21,755
2,000
001-335.1220
Municipal Gas Tax
65,026
1,000
12,240
001-2-513.5100
001-335.1800
Local 1/2 Cent Sales Tax
495,868
500
(35,000)
Operating Supplies
001-347.2930
Tournament Income
5,600
001-2-513.5400
Memberships & Training
2,900
001-366.2200
Contributions from Private Sources
-
70,000
10,000
5,795
001-369.2000
Plan Review Income
60,000
33,000
45,000
001-380.2000
Transfer from Fire Trust
10,000
25,000
001-381.1000
Employee Insurance Contributions
3,835
(3,410)
001-384.3022
Transfer from Capital Expan. - Fire
10,000
5,620
Amended General Fund Revenue
364,105
Legislative Department
001-1-511.3100
Professional Services
4,500
4,000
4,000
001-1-511.4800
Promotional Activities
1,000
13,000
12,000
001-1-511.4920
Elections
4,500
5,000
001-1-511.4930
Awards and Recognitions
7,000
1,000
001-1-511.5200
Operating Supplies
2,000
3,750
4,250
001-1-511.6400
Capital Equipment
-
2,100
1,205
Amended Legislative Expenditures 50,305
Administration Department
001-2-513.1100
Executive Salaries
186,554
24,470
001-2-513.2100
FICA Taxes
14,394
1,625
001-2-513.2200
Retirement Contribution
13,059
825
001-2-513.3400
Contractual Services
3,510
700
001-2-513.4000
Travel & Per Diem
3,450
2,000
001-2-513.4200
Postage
4,000
1,000
001-2-513.5100
Office Supplies
2,050
500
001-2-513.5200
Operating Supplies
6,150
1,500
001-2-513.5400
Memberships & Training
3,845
1,500
001-2-513.6400
Capital Equipment
10,000
5,795
Amended Administration Expenditures
39,915
CITY OF CAPE CANAVERAL
BUDGET AMENDMENTS FOR FISCAL YEAR 2003/2004
ATTACHMENT TO ORDINANCE NO. 23-2004
Amended Planning & Zoning Expenditures 38,005
Public Safety Department
10/1/2003 12/31/2003
3/31/2004
6/30/2004 6t
001-4-521.1200
Regular Salaries & Wages
Budget Budget
Budget
Budget E
Line Item
Account Name
Balance Amend.
Amend.
Amend. A
001-4-521.3400
Planning & Zoning
1,871,552
(27,000)
001-3-515.1200
Salaries & Wages
12,306
7,185
3,410
001-3-515.2100
FICA Taxes
1,163
455
1,300
001-3-515.2200
Retirement Contribution
861
695
001-3-515.3100
Planning Services
13,700
7,000
001-3-515.3400
Contract Services
8,220
6,000
001-3-515.5400
Memberships & Training
400
670
Amended Planning & Zoning Expenditures 38,005
Public Safety Department
001-4-521.1200
Regular Salaries & Wages
9,887
4,000
001-4-521.2100
FICA Taxes
756
400
001-4-521.3400
Police Service Contract
1,871,552
(27,000)
001-4-521.3410
Citizen's Observer Program
3,000
2,500
3,410
001-4-521.4500
General Insurance
11,431
1,300
001-4-521.6400
Capital Equipment
104,950
35,045
Amended Public
Safety Expenditures
19,655
Fire Department
001-5-522.4500
General Insurance
25,000
1,000
Amended Fire
Department Expenditures
1,000
Building Department
001-6-524.1200
Salaries & Wages
164,899
(19,005)
001-6-524.1400
Overtime
1,137
3,075
450
001-6-524.2100
FICA Taxes
12,702
(1,145)
001-6-524.2200
Retirement Contribution
9,987
(2,097)
001-6-524.3400
Contract Services
7,000
3,000
001-6-524.4500
General Insurance
4,000
1,200
001-6-524.5200
Operating Supplies
3,500
1,000
001-6-524.5240
Motor Fuel
900
550
Amended Building Expenditures
(12,972)
Streets Department
001-7-541.1200
Salaries & Wages
229,710
2,575
001-7-541.2100
FICA Taxes
17,746
56
001-7-541.2200
Retirement Contributions
16,080
(305)
001-7-541.2400
Worker's Compensation
13,270
3,600
001-7-541.3100
Engineering Fees
2,200
2,000
001-7-541.5200
Operating Supplies
8,800
2,500
CITY OF CAPE CANAVERAL
BUDGET AMENDMENTS FOR FISCAL YEAR 2003/2004
ATTACHMENT TO ORDINANCE NO. 23-2004
10/1/2003 12/31/2003 3/31/2004 6/30/2004 6/.
Budget Budget Budget Budget E
Line Item Account Name Balance Amend. Amend. Amend. A
001-7-541.5240 Motor Fuel & Lubricants 7,900 2,000
001-7-541.5330 Street Signs 7,000 3,850
Amended Streets Expenditures 16,276
Code Enforcement
001-9-529.1200 Salaries & Wages
60,504
507
001-9-529.2100 FICA Taxes
4,707
(14)
001-9-529.2200 Retirement Contributions
1,760
395
001-9-529.4200 Postage
400
900
001-9-529.5200 Operating Supplies
1,585
1,000
Amended Code Enforcement Expenditures
2,788
Recreation Department
001-11-572.1200 Salaries & Wages
130,431
1,660
001-11-572.2100 FICA Taxes
10,094
57
001-11-572.2200 Retirement Contributions
5,963
282
001-11-572.2400 Worker's Compensation
6,973
2,200
001-11-572.5280 Tournament Expense
4,500
2,100
001-11-572.6310 Manatee Park
177,500 30,000
001-11-572.6400 Capital Purchases
-
2,845
Amended Recreational Dept Expenditures
39,144
Community Appearance
001-12-515.1200 Salaries & Wages
11,726
(396)
001-12-515.2100 FICATaxes
1,013
(116)
001-12-515.2200 Retirement Contributions
648
(122)
Amended Non -Departmental Expenditures
(634)
Legal
001-13-514.3100 Professional Services
31,000
001-13-514.3120 Specialized Legal Services
10,000
Amended Non -Departmental Expenditures
16,500
Non -Departmental
001-17-901,1600 Christmas Bonus Special Pay
3,771 (3,771)
001-17-901.9103 Transfer to Stormwater Fund
-
49,000
001-17-901.9900 Contingency
101,838 44,281
(8,007)
105,120
Amended Non -Departmental Expenditures
154,123
CITY OF CAPE CANAVERAL
BUDGET AMENDMENTS FOR FISCAL YEAR 2003/2004
ATTACHMENT TO ORDINANCE NO. 23-2004
10/1/2003 12/31/2003 3/31/2004 6/30/2004 6/:
Budget Budget Budget Budget IS
Line Item Account Name Balance Amend. Amend. Amend. A
Amended General Fund Revenues
Amended General Fund Expenditures
Police Education
w�
Revenues
101-300.1000 Cash Forward 2,000 6,000
101-351.3000 Police Education Income 8,000 (6,000)
Amended Police Education Fund Revenues -
Fire Protection Fund
Revenues
102-363.2220 Aerial Impact Fees 5,000 30,000
Amended Fire Protection Fund Revenues 36,400
Expenditures
102-22-581.9100 Transfer to General Fund 5,000 30,000
Amended Fire Protection Fund Expenditures 36,400
Library Fund
Revenues
104-301.1000 Cash Forward 1,000 30,000 1,795
Amended Library Fund Revenues 31,795
Expenditures
104-23-571.6400 Capital Equipment - 30,000 1,795
Amended Library Fund Expenditures 31,795
Beautiflcation Fund
Revenues
105-301.1000 Cash Forward 141,704 40,475 10,000
Amended Beautification Fund Revenues 50,475
CITY OF CAPE CANAVERAL
BUDGET AMENDMENTS FOR FISCAL YEAR 2003/2004
ATTACHMENT TO ORDINANCE NO. 23-2004
10/1/2003 12/31/2003 3/31/2004 6/30/2004 6/:
Budget Budget Budget Budget B
Line Item Account Name Balance Amend. Amend. Amend. Ai
Expenditures
Revenue
105-15-541.5240 Motor Fuel & Lubrications (New Account)
-
500
105-15-541.5250 Small Tools
1,200
600
105-15-541.6310 Landscaping - Bennix Funded
- 40,475
10,000
105-15-541.6330 Manatee Park Project
5,000
16,135
105-15-541.6400 Capital Equipment
16,000
1,100
105-15-541.9900 Contingency
26,617
(18,335)
Amended Beautification Fund Expenditures 50,475
Capital Expansion Fund
Revenues
Revenue
302-300.1040 Cash Forward - Parks & Recreation
11,000
92,800
302-300.1050 Cash Forward - General Government
8,440
(8,440)
302-363.2210 Impact Fees - Police
25,000
22,400
302-363.2212 FirePolice
10,000
5,620
302-363.2710 Impact Fees - Library
12,000
16,120
302-363.2720 Impact Fees - Parks & Recreation
25,000
26,450
302-363.2910 Impact Fees - General Government
20,000
17,645
Amended Beautification Fund Revenues 172,595
Interest Income - Revenue
37,874
Expenditures
302-26-519.9900 Contingency - General Government
-
9,205
302-26-521.9900 Contingency - Police
6,260
22,400
302-26-522.7100 Fire Services - Transfer to General Func
10,000
5,620
302-26-571.9900 Contingency - Library
13,200
16,120
302-26-572,600 Capital Expansion - Parks & Recreation
37,500
119,250
Amended Beautification Fund Expenditures 172,595
Sewer Enterprise Fund
Revenue
401-300.1000
Cash Forward
1,413,846
(306,497) 40,000
401-343.5100
Utility Operating Income
2,040,000
150,000
401-343.5300
Sewer Assessment Fees
150,000
400,000 100,000
401-343.5301
Reuse Hook -Up Fees
9,500
30,000 12,000
401-361.1100
Interest Income - Expansion
35,076
(6,000)
401-361.1400
Interest Income - Revenue
37,874
(10,000)
CITY OF CAPE CANAVERAL
BUDGET AMENDMENTS FOR FISCAL YEAR 2003/2004
ATTACHMENT TO ORDINANCE NO. 23-2004
Stormwater Utility Fund
Revenues
403-385.0010 Debt Proceeds from General Fund - 49,000
Amended Stormwater Utility Fund Revenues 49,000
Expenditures
403-18-539.6300 Improvements Other Than Building 169,751 49,000
Amended Stormwater Utility Fund Expenditures 49,000
10/1/2003 12/31/2003
3/31/2004
6/30/2004 6/;
Budget Budget
Budget
Budget E
Line Item Account Name
Balance Amend.
Amend.
Amend. A
401-381.1000 Employee Insurance Contribution
4,139
(4,139)
Amended Sewer Enterprise Fund Revenue
405,364
119,364
286,000
Expenditures
401-10-535.1100 Executive Salaries
93,276
3,613
401-10-535.1200 Salaries & Wages
607,071
18,399
401-10-535.2100 FICA Taxes
54,482
994
401-10-535.2200 Retirement Contributions
49,024
(2,142)
401-10-535.2400 Worker's Compensation
20,626
7,300
401-10-535.3400 Contract Services
16,400
5,000
10,000
401-10-535.4300 Utilities
145,600
25,000
401-10-535.4500 General Insurance
81,710
10,000
401-10-535.4621 Plant & Equipment Maintenance
65,000
10,000
401-10-535.4622 Collection System Maintenance
23,000
13,000
401-10-535.5240 Motor Fuels & Lubricants
5,500
3,000
401-10-535.5270 General Supplies
10,000
2,000
401-10-535.5400 Subscriptions & Training
6,094
2,500
401-10-535.6300 Facility Improvements
895,131
150,000
401-10-535.6400 Capital Equipment
34,300
2,500
47,800
401-19-901.6310 Collection System Improvement
150,000
91,000
401-19-901.9900 Contingency
3,695
5,400
Amended Sewer Enterprise Fund Expenditures
405,364
Stormwater Utility Fund
Revenues
403-385.0010 Debt Proceeds from General Fund - 49,000
Amended Stormwater Utility Fund Revenues 49,000
Expenditures
403-18-539.6300 Improvements Other Than Building 169,751 49,000
Amended Stormwater Utility Fund Expenditures 49,000
I ---
(—ca im\ doc admin\counci eting\2004\11-16-04\manatee.doc
Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Considerations
Item
]
No.
The Recreation Board has endorsed this project.
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: CONSIDERATION: PURCHASE OF A FIBERGLASS MANATEE SCULPTURE
DEPT./DIVISION: BUSINESS & CULTURAL DEVELOPMENT BOARD
Requested Action:
City Council consider the sole source purchase of a fiberglass manatee sculpture in the amount of $7,000 to be
erected at the Manatee Sanctuary Park as recommended by the Business & Cultural Development Board.
Summary Explanation & Background:
The City has received a donation of $4,083.20 towards the purchase of this item. City Council would have to
appropriate the remaining $2,916.80.
The Recreation Board has endorsed this project.
I support the board's recommendation.
Exhibits Attached:
Board Memo dated 11-09-04
City Man Mee
Department BUSINESS & CULTURAL
DEVELOPMENT BOARD
Memo
TO: BENNETT C. BOUCHER, CITY MANAGER
From: BUSINESS & CULTURAL DEVELOPMENT BOARD
Date: 11/9/2004
Re: CITY COUNCIL AGENDA ITEM
The Business & Cultural Development Board at their October 20, 2004 meting
unanimously agreed to recommend to the City Council that the City proceed with the
purchase and installation of a fiberglass manatee sculpture for the Manatee
Sanctuary Park in the amount of $6,700.00 plus $300.00 in shipping costs (copy of
B&CDB's minutes, proposal and pictures attached).
Board member Craig Smith presented this concept to the Recreation Board at their
March 22, 2004 meeting, and members unanimously endorsed this concept (copy of
Recreation Board minutes attached).
It is the board's understanding that a proceeds check in the amount of $4,083.20
from an April 21, 2004 event held at the Fairvilla Megastore has been donated to the
City, and is earmarked for Manatee Sanctuary Park beautification.
We request that this item be placed on the November 16, 2004 City Council agenda.
Respectfully submitted,
Bertie Edwards, Chairperson
/kmm
Attachments
0 Page 1
BUSINESS & CULTURAL DEVELOPMENT BOARD
REGULAR MEETING
October 20, 2004
A Regular Meeting of the Business & Cultural Development Board was held on October 20, 2004 at the
City Hall Annex, 111 Polk Avenue, Cape Canaveral, Florida.
Chairperson Edwards called the meeting to order at 7:07 p.m.
MEMBERS PRESENT
Bertie Edwards
Beth Foy
Craig Smith
Bill Young
MEMBERS ABSENT
Jackie Coates
Bill Leach -__.
OTHERS PRESENT
Dottie Holdren Central Brevard Artists Association
Bob Koeppel Central Brevard Artists Association
Kim McIntire Board Secretary
ADOPTION OF MINUTES
1. Regular Meeting of August 18, 2004
Moved by Mr. Smith, seconded by Ms. Foy to adopt the minutes of the Regular Meeting of
August 18, 2004. The motion carried unanimously. \
OLD BUSINESS \
1. Discussion Re: Manatee Sculpture for Manatee Sanctuary Park
Mr. Smith advised members that the city manager expressed a favorable review and recommended that
the board review and if members were in agreement, prepare a recommendation to the City Council for
the purchase and installation of the sculpture.
Members proceeded to review the proposal and photographs submitted by Fireline Studios. Ms. Edwards
and Ms. Foy stated that Mr. Smith could not have found anything more appropriate for the park.
Members discussed details; i.e., mounting of the sculpture, the surrounding area, color, location, size, and
maintenance.
Staff advised that it was not necessary for members to discuss the logistics; the vendor would work with
the City. Staff reiterated that the city manager was requesting that if all B&CDB members were in
agreement, to recommend to the City Council that the City move forward with the purchase and
installation of the manatee sculpture.
Members asked if the recreation director had reviewed the pictures and Mr. Smith responded in the
affirmative.
Moved by Ms. Edwards, seconded by Mr. Smith, to recommend the purchase of the manatee sculpture to
the City Council. The motion carried unanimously.
2. Discussion Re: 2005 Professional Art Show — Dottie Holdren
Mr. Smith advised Ms. Holdren that members had discussed at their last meeting the possibility of
relocating the annual professional art show to a larger venue, possibly the pavilion at the Radisson, as the
library had a limited amount of space and the art show had the potential to grow. He asked if any artists
had to be turned away due to the lack of space and asked for feedback from Ms. Holdren.
Ms. Holdren said she could limit the number of participating artists if the show were to remain at the
library. She pointed out that the library meeting room had the ability to accommodate art on the walls as
well as accommodate up to ten (10'x10')booths. She said the use of the lobby last year was very helpful.
She reminded members that a two-day art show was a better length of time for the artists due to the fact
that the set-up time was very consuming. Ms. Holdren advised that it was up to the board if they wanted
to relocate the event to a larger venue. She did point out that sales wise, last year's art show at the library
was the best show for the CBAA for their entire year.
Following discussion regarding the pros and cons of relocating the professional art show to a larger
venue, members unanimously agreed to host the 2005 art show at the library on Friday, March 11 and
Saturday, March 12 with the hours being 10 am to 4 pm. Additionally, the reception would be held on
Friday from 5 pm to 7 pm.
Ms. Holdren expressed her agreement with dates and times
NEW BUSINESS
1. Discussion Re: Fall 2005 Fine Arts Festival — Dottie Holdren
Ms. Holdren presented her concept of a local festival consisting of the Brevard Watercolor Society and
the other non -profits for the purpose of promoting local, Brevard County artists. She stated that the
climate, atmosphere and current political climate in Cocoa Village was not conducive to this type of
event, and she was now researching possible locations and felt that with the new Manatee Sanctuary Park,
Cape Canaveral might have an interest. She said the CBAA could set up and be a part of the event, but it
would be opened up to the non -profits; county supporting the county. Her aim was to attract
approximately 125-150 artists with possibly 30-40 booths. She stated she had spoken with four other
clubs regarding their participation in an arts festival, but had not invited them to attend this meeting, as
she wanted to obtain feedback from members.
Members expressed their support for this type of event and the critical importance of having a corps of
volunteers to help with the event. Members discussed issues; such as, location, traffic control,
sponsorships/financial support, would the festival be limited to non -profits, would the festival be an open
juried show. Members agreed that this type of event required at least a year's preparation and timing was
crucial so as not to interfere with other scheduled cultural events.
Ms. Holdren proposed the idea of a traveling art show that could go from library to library. She assured
members that the artists always sign off prior to any type of show to avoid a liability issue. Members
explained that even though the library was located in Cape Canaveral, it was a county facility, not a city
facility. Additionally, the community room was always locked when not in use and even if the library did
agree to allow the display of paintings, they simply did not have enough staff to assure the security of the
artwork. Ms. Holdren understood and said her group was experiencing the same issues with the Suntree
Library.
Members discussed the possibility of utilizing some of the city facilities to display the CBAA artwork;
such as city hall and the annex. Mr. Young stated that several of his new lobbies were in need of artwork
Recreation Advisory Board
City of Cape Canaveral, Florida
Monday, March 22, 2004
Members Present: John Dattilo, Bob Gorham, Regina Mead, Harvey Renshaw, Connie
Trautman
Members Absent: Marianne Kulac-Taiani, Billy Specht (Alternate)
Others Present: Nancy Hanson, Director of Parks and Recreation
Craig Smith, Member, Business & Cultural Development Board
I. Chairman H. Renshaw called the meeting to order at 5:05PM. He appointed Bob
Gorham as Acting Secretary for this Meeting.
II. Connie Troutman moved and Regina Mead seconded that the Minutes of the
December 8, 2003 RAB Meeting be accepted as written. The motion carried.
r1. Chairman Renshaw asked for and received members' concurrence to move Item 1.
er New Business to this point in order to accommodate Craig Smith who wished toress the RAB on behalf of the Business & Cultural Development Board. C. Smith
ented a B&CDB plan to have a sculpture of a manatee made and erected in the City'satee Park. After discussion of details such as location, size, security, and costs, Bob
ham moved and Regina Mead seconded a motion to strongly endorse the concept as
sented. The motion carried unanimously among those members present. Chairmanshaw thanked C. Smith and the B&CDB for sharing their plan with the RAB.
III. The Parks and Recreation Budget To -Date Report was reviewed.
IV. The Director of Recreation, Nancy Hanson, presented her reports. Board members
took special note in learning that LA Construction Services started work on this year's
phase of development of Manatee Park on March 1, 2004
V. There was no Unfinished Business to conduct.
VI. Under New Business (see Item 1. above), for Item 2. Nancy Hanson distributed
copies of the Environmental Assessment Report for the IITF Property. After brief
discussion among Members, Chairman Renshaw suggested, and Members concurred
with, deferring further discussion on this Item until Members could review the report.
Connie Troutman then asked that an Item 3. of New Business be added. Specifically, she
proposed that elevated walkways be considered between crossovers at the city's beach
sites. The result would essentially be a boardwalk, with periodic broader viewing areas,
permitting elderly and disabled persons who cannot walk on the sands to still enjoy the
beach views. Since all the matters of financing, permitting, property rights, etc. exceeded
RAB Members' ability to judge the feasibility of such construction, an alternate forum
Creating Themed Environments
Craig Smith
8952 N Atlantic Ave.
Cape Canaveral, FL 32920
August 23, 2004
We are pleased that you are interested in procuring a fiberglass manatee for your new
park. I have attached some photos of the manatee at the Florida Aquarium in Tampa.
The piece is made of fiberglass with a Dupont Industrial Coatings paint system.
Price $6,700.00 plus pc and shipping
3 weeks lead-time
50% deposit and 50% upon delivery and installation
Size - approx. 6' long and 3' wide at the fins
Weight — approx. 80 lbs
Call with any questions.
Th for yo interes
Michael
Presiden — SI
425 SW 33rd Ave., Ocala, FL 34474 352-671-8166Ph#, 352-671-8169 Fax# - firelinestudios@earthlink.net
Meeting Type: Regular
Meeting Date: 11-16-04
AGENDA
Heading
Considerations
Item
2
No.
The cooperative purchase is utilizing the Lake County Bid that is valid until 05-21-05.
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: CONSIDERATION: COOPERATIVE PURCHASE OF A PIERCE QUANTUM PUMPER
DEPT./DIVISION: PUBLIC SAFETY/FIRE
Requested Action:
City Council consider the cooperative purchase of a Pierce Quantum Pumper in the amount of $173,138 with the
Canaveral Port Authority contributing half of the total discounted purchase price of $346,276.00, as recommended
by the fire chief.
h
Summary Explanation & Background:
This is a budgeted item and this replaces the 1978 Pierce Pumper. Funds are available for this purchase request.
The cooperative purchase is utilizing the Lake County Bid that is valid until 05-21-05.
I support the fire chief s recommendation.
Exhibits Attached:
Fire Chief s memo; Proposal from Pierce
City Mana ffice
Department PUBLIC SAFETY/FIRE
cape- ydo \council\meeting\2004\11-16-04\pumper.doc
MEMORANDUM
To: Bennett Boucher, City Manager
Steve Vogt, Director of Public S , ,CPA
From: David J. Sargeant, Fire Chief
Date: 29 October 2004
Re: Purchase of New Pumper
Our department has specified and priced the replacement Pumper that was approved in
FY 2004/05's budget. The specifications, proposal, and a copy of the Lake County Bid
are attached. The Lake County Bid is good until 05/21/05. It is imperative to get this on
the next agenda, or we will face a price increase of 2.9% on 20 November 04.
Additionally, this price is based on pre -payment of the vehicle as we discussed. Please
note, this is the same bid that we have purchased our last two vehicles off.
Should you have any questions, please contact me.
Station 91 190 JACKSON AVENUE • CAPE CANAVERAL, FLORIDA 32920 • (321) 783-4777 • FAX: (321) 783-5398
Station #2 8970 COLUMBIA ROAD 9 CAPE CANAVERAL, FLORIDA 32920 • (321) 783-4424 • FAX: (321) 783-4887
14U r - tLgd,3 H. ulzol
PROPOSAL FOR FURNISHING FIRE APPARATUS
October 26 2004
Cape Canavczal Fire Department
190 Jackson Avenue
Cape Canaveral, Florida 32920
The undersigned is prepared to manufacture for you, upon an order being placed by you, for final
acceptance by Pierce Manufacturing, Inc., at its home office in Appleton, Wisconsin, the apparatus and
equipment herein named and for the following prices:
One Pierce Quantum Custom Pumper per the enclosed proposal
This unit is being offered by accessing our existing contract
with Lake County #99-150 for Goods and Services - Fire
Apparatus, which is enclosed. Per the contract, a pricing
computation summary is included on the following page for
your review.
Price quoted will remain firm until November 20th, 2004.
After which, pricing will be subject to a 2.9% annual price
increase.
$ 359,019.00
Discount for prefunding 100% of contract at time of order. -__ ($12,743.00)
Total S 346,276.00
Said apparatus and equipment are to be built and shipped in accordance with the specifications
hereto attached, delays due to strikes, war, or intentional conflict, failures to obtain chassis, materials, or
other causes beyond our control not preventing, within about 150 working days after receipt of this
order and the acceptance thereof at our office at Appleton, Wisconsin, and to be delivered to you at
The City of Cave Canaveral, 190 Jackson Avenue, Cape Canaveral, Florida.
A 100% Performance Bond will be issued uvon receipt of order.
The specifications herein contained shall form a part of the final contract, and are subject to
changes desired by the purchaser, provided such alterations arc interlined prior to the acceptance by the
company of the order to purchase, and provided such alterations do not materially affect the cost of the
construction of the apparatus.
The proposal for fire apparatus conforms with all Federal Department of Transportation (DOT)
rules and regulations in effect at the time of bid, and with all National Fire Protection Association (NFPA)
Guidelines for Automotive Fire Apparatus as published at the time of bid, except as modified by customer
specifications. Any increased costs incurred by first party because of future changes in or additions to said
DOT or NFPA standards will be passed along to the customers as an addition to the price set forth above.
Unless accepted within 30 days from date, the right is reserved to withdraw this proposition.
P CTURING, INC.
By. F. Boggus
SALES REPRE ATIVE
TOTAL P.01
411:
We Build Confidence
CITY OF CAPE CANAVERAL & CANAVERAL PORT AUTHORITY
CAPE CANAVERAL FIRE RESCUE
PIERCE QUANTUM CUSTOM PUMPER
FISCAL YEAR 2004/2005
We are pleased to submit a proposal to you for a Pierce® triple combination pumper per your request for
quotation. The following paragraphs will describe in detail the apparatus proposed. It meets the applicable
requirements of the National Fire Protection Association (NFPA) as stated in current edition at time of contract
execution, except where amended by your specifications. Loose equipment not specifically requested will not
be provided.
PIERCE MANUFACTURING was incorporated in 1917. Since then we have been building bodies with one
philosophy, "BUILD THE FINEST". Our skilled craftsmen take pride in their work, which is reflected, in the
final product. We have been building fire apparatus since the early "forties" giving Pierce Manufacturing over
50 years of experience in the fire apparatus market. Our plant is located in Appleton, Wisconsin with over
474,000 total square feet of floor space situated on approximately 93 acres of land. A multi-million dollar
inventory of parts is available to keep your unit in service long after it has left the factory.
QUALITY AND WORKMANSHIP
-.---Pierce has -set the -pace forqualitynd workmanship in the fire apparatus field. Our tradition of building the
highest quality units with craftsmen second to none has been the rule right from the beginning. We currently
have a "Quality Achievement Supplier" program to insure the vendors and suppliers that we utilize meet the
high standards that we demand. That is just part of our overall "Quality at the Source" program at Pierce.
Another part of this program is employing experts in their fields, like a Certified American Welding Society
Inspector to monitor our weld quality.
DELIVERY
The apparatus will be delivered under its own power to insure proper break-in of all components while the
apparatus is still under warranty.
INFORMATION
At time of delivery, complete operation and maintenance manuals covering the apparatus will be provided. A
permanent plate will be mounted in the driver's compartment specifying the quantity and type of fluids required
including engine oil, engine coolant, transmission, pump transmission lubrication, pump primer and drive axle.
SAFETY VIDEO
At the time of delivery Pierce will also provide one 39 -minute, professionally produced apparatus safety video,
in DVD format. This video will address key safety considerations for personnel to follow when they are
driving, operating, and maintaining the apparatus, including the following: vehicle pre -trip inspection, chassis
operation, pump operation, aerial operation, and safety during maintenance.
PERFORMANCE TESTS
A road test will be conducted with the apparatus fully loaded and a continuous run of no less than ten (10)
miles. During that time the apparatus will show no loss of power nor will it overheat. The transmission drive
shaft or shafts and the axles will run quietly and be free of abnormal vibration or noise. The apparatus will meet
NFPA 1901 acceleration requirements and NFPA 1901 braking requirements. The apparatus when fully loaded
will not have less than 25% or more than 50% on the front axle and not less than 50% or more than 75% on the
rear axle.
Page 1 of 67
41(
We Build Confidence
COMMERCIAL GENERAL LIABILITY INSURANCE
Certification of insurance coverage will be enclosed.
ISO COMPLIANCE
Pierce Manufacturing operates a Quality Management System under the requirements of ISO 9001. These
standards sponsored by the "International Organization for Standardization (ISO)" specify the quality systems
that are established by the manufacturer for design, manufacture, installation and service. A copy of the
certificate of compliance Number 32454 is included with this proposal.
SINGLE SOURCE MANUFACTURER
Pierce Manufacturing, Inc. provides an integrated approach to the design and manufacture of our products that
delivers superior apparatus and a dedicated support team. From our headquarters, all chassis, cab and body
systems are engineered, tested and ha$d assembled to the customers exact specifications. Pierce® vehicles are
also backed by a network of sales and service organizations that are dedicated exclusively to the fire service
who are ready to help you 24 hours a day, 7 days a week with parts, service and training. Pierces single source
solution adds value by providing a fully engineered product that offers durability, reliability, maintainability,
performance and a high level of quality.
NFPA 2004 STANDARDS
This unit will comply with the NFPA standards effective January of 2004.
Certification of slip resistance of all stepping, standing and walking surfaces will be supplied with delivery of
the apparatus.
A plate that is highly visible to the driver while seated will be provided. This plate will show the overall height,
length, and gross vehicle weight rating.
Pierce Manufacturing has programs in place for training, proficiency testing and performance for any staff
involved with certifications.
Pierce Manufacturing will designate in writing who is qualified to witness and certify test results.
APPROVAL DRAWING
A drawing of the proposed apparatus will be prepared and provided to the purchaser for approval before
construction begins. The Pierce sales representative will also be provided with a copy of the same drawing. The
finalized and approved drawing will become part of the contract documents. This drawing will indicate the
chassis make and model, location of the lights, siren, horns, compartments, major components, etc.
A "revised" approval drawing of the apparatus will be prepared and submitted by Pierce to the purchaser
showing any changes made to the approval drawing.
WARRANTY
Limited Warranty
Except as provided below, and provided the vehicle will have been placed in service within 60 days after
delivery to the original purchaser as established by our original invoice, for a period of 12 months after delivery
to the original purchaser, Pierce Manufacturing Inc. ("Pierce") warrants to the user that its Fire and Rescue
Apparatus vehicles are free of defects in material and workmanship. This limited warranty will apply only if the
vehicle is properly maintained and used in service that is normal to the particular vehicle. Normal service means
service that does not subject the vehicle to stresses or impacts greater than normally result from the careful use
of the vehicle or chassis. If the buyer discovers a defect or nonconformity, it must notify Pierce in writing
within 30 days after the date of discovery. This limited warranty is not transferable by the first user.
A copy of the Pierce warranty is included with this proposal.
Page 2 of 67
4C We Build Confidence
PERFORMANCE BOND
Pierce Manufacturing will furnish a 1001/6 performance bond within 30 days after award of the contract.
QUANTUM® CHASSIS
The Pierce Quantum is the custom chassis developed exclusively for the fire service. Chassis provided will be a
new, tilt -type custom fire apparatus. The chassis will be manufactured in the apparatus body builder's facility
eliminating any split responsibility. The chassis will be designed and manufactured for heavy-duty service, with
adequate strength, capacity for the intended load to be sustained, and the type of service required. The chassis
will be the manufacturers first line tilt cab.
SEATING CAPACITY
The seating capacity in the cab will bight (8). -
WHEELBASE
The wheelbase of the vehicle will be 232 inches.
GVW RATING
The gross vehicle weight rating will be 42,740 pounds.
FRAME
The chassis frame will be built with two (2) steel channels bolted to five (5) cross members or more, depending
on other options of the apparatus. The side rails will have a 13.38" tall web over the front and mid sections of
the chassis, with a continuous smooth taper to a 10.75" over the rear axle. Each rail will have a section modulus
of 25.992 in. sq. and a resisting bending moment (rbm) of 3,119,040 inch pounds over the critical regions of the
frame assembly, with a section modulus of 18.96 in. sq. with an rbm of 2,275,200 inch pounds over the rear
axle. The frame rails will be constructed of 120,000 -psi yield strength heat treated .38" thick steel, with 3.50"
wide flanges.
FRAME RAIL WARRANTY
Limited Warranty
Except as provided below, and provided the vehicle will have been placed in service within 60 days after
delivery to the original purchaser as established by our original invoice, for a period of 50 years, which is the
estimated useful life of the vehicle, after delivery to the original purchaser, Pierce Manufacturing Inc. ("Pierce")
warrants to the user that its chassis frame rail manufactured by Pierce are free of defects in design, material or
workmanship. This limited warranty will apply only if the vehicle is properly maintained and used in service
that is normal to the particular vehicle. Normal service means service that does not subject the vehicle to
stresses or impacts greater than normally result from the careful use of the vehicle or chassis. If the buyer
discovers a defect or nonconformity it must notify Pierce in writing within 30 days after the date of discovery.
This limited warranty is not transferable by the first user.
A copy of the Pierce warranty is included with this proposal.
FRAME REINFORCEMENT
In addition, a full-length main frame inverted "L" liner will be provided. It also will be heat-treated steel
measuring 12.00" x 3.00" x .25". Each liner will have a section modulus of 7.795 cu. in., yield strength of
110,000 psi and rbm of 857,462 inch pounds. Total rbm at wheelbase center will be 3,976,502 pounds per rail.
Page 3 of 67
411: We Build Confidence
FRONT NON -DRIVE AXLE
The Oshkosh TAK4TM front axle will be of the independent suspension design with a ground rating of 19,500
pounds.
Upper and lower control arms will be used on each side of the axle. Upper control arm castings will be made of
100,000 -psi yield strength 8630 steel and the lower control arm casting will be made of 55,000 -psi yield ductile
iron.
The center cross members and side plates will be constructed out of 80,000 -psi yield strength steel.
Each control arm will be mounted to the center section using elastomer bushings. These rubber bushings will
rotate on low friction plain bearings and be lubricated for life. Each bushing will also have a flange end to
absorb longitudinal impact loads, reducing noise and vibrations. ->
There will be nine (9) grease fittings supplied, one (1) on each control arm pivot and one (1) on the steering
gear extension.
The upper control arm will be shorter than the lower arm so that wheel end geometry provides positive camber
when deflected below rated load and negative camber above rated load.
Camber at load will be zero degrees for optimum tire life.
The kingpin bearing will be of low friction design and be sealed for life.
Toe links that are adjustable for alignment of the wheel to the center of the chassis will be provided.
The wheel ends must have little to no bump steer when the chassis encounters a hole or obstacle.
The steering linkage will provide proper steering angles for the inside and outside wheel, based on the vehicle
wheelbase.
The axle will have a third party certified turning angle of 45 degrees. Front discharge, front suction, or
aluminum wheels will not infringe on this cramp angle.
WARRANTY, FRONT NON DRIVE AXLE
The Oshkosh TAK-4TM system will have a three (3) year parts and labor warranty.
OIL SEALS
Oil seals will be provided on the front axle.
SHOCK ABSORBERS
Heavy-duty telescoping shock absorbers (Gabrial) will be provided on the front suspension.
REAR AXLE
The rear axle will be a MeritorTM, Model RS -24-160, with a capacity of 24,000 pounds.
REAR AXLE WARRANTY
The MeritorTM three (3) year parts and labor warranty will be provided with this axle, plus an additional two
(2) years of parts only coverage. MeritorTM will also provide a one (1) year parts and labor warranty for wheel
seals.
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TOP SPEED OF VEHICLE
A rear axle ratio will be furnished to allow the vehicle to reach an approximate top speed of 64 to 67 MPH.
OIL SEALS
Oil seals will be provided on the rear axle.
SUSPENSION
Front Oshkosh TAK4TM independent suspension will be provided with a minimum ground rating of 19,500
pounds.
The independent suspension system will be designed to provide maximum ride comfort. The design will allow
the vehicle to travel at highway speeds over improved road surfaces, and at moderate speeds over rough terrain
with minimal transfer of road shock and vibration to the vehicle's crew compartment. _
Each wheel will have torsion bar type spring. In addition, each front wheel end will also have energy absorbing
jounce bumpers to prevent bottoming of the suspension.
The suspension design will be such that there are at least 10.00" of total wheel travel and a minimum of 3.75"
before suspension bottoms.
The torsion bar anchor lock system allows for simple lean adjustments, without the use of shims. One can adjust
for a lean within 15 minutes per side. Anchor adjustment design is such that it allows for ride height adjustment
on each side.
The independent suspension was put through a durability test that simulated 140,000 miles of inner city driving
SUSPENSION. REAR
The rear springs are semi -elliptical, 3.00" x 52.00", 10 leaf with a ground rating of 24,000 pounds. Castings
will be used for spring hangers with provisions for lubrication. The grease fittings are 90 -degree type and are
accessible without removing the wheels or cutting any sheet metal. The two top leaves wrap the forward spring
hanger pin and the top leaf wraps the rear spring hanger pin on both the front and rear suspensions.
Kaiser spring pins will be provided, with double "figure-eight" grease grooves and a layer of electroless nickel
plating, 1.0 mil thick around the entire pin. The bushing that holds the spring pin in place will also have a grease
groove.
The rear suspension will be furnished with a 3.00" x 40.00", three (3) -leaf auxiliary spring package.
ANTI-LOCK BRAKE SYSTEM
The vehicle will be equipped with a Wabco 4S4M, anti-lock braking system. The ABS will provide a four (4)
channel anti-lock braking control on both the front and rear wheels. It will be a digitally controlled system that
utilizes microprocessor technology to control the anti-lock braking system. Each wheel will be monitored by
the system. When any particular wheel begins to lockup, a signal will be sent to the control unit. This control
unit then will reduce the braking of that wheel for a fraction of a second and then reapply the brake. This anti-
lock brake system will eliminate the lockup of any wheel thus helping to prevent the apparatus from skidding
out of control.
ANTI-LOCK BRAKE SYSTEM WARRANTY
The Wabco ABS system will come with a three (3) year or 300,000 -mile parts and labor warranty provided
by Meritor Wabco Vehicle Control Systems.
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BRAKES
The service brake system will be full air type.
The front brakes will be KnorrBendix disc type with a 17.00" ventilated rotor for improved stopping distance.
The brake system will be certified, third party inspect for improved stopping distance.
The rear brakes will be MeritorTM 16.50" x 7.00" cam operated with automatic slack adjusters.
ENGINE BRAKE
A Jacobs engine brake is to be installed with the controls located on the instrument panel within easy reach of
the driver.
The driver will be able to tum the engine brake system on/offand have a high, medium and low setting.
The engine brake will be installed in such a manner that when the engine brake is slowing the vehicle the brake
lights are activated.
The ABS system will automatically disengage the auxiliary braking device, when required.
AIR COMPRESSOR, BRAKE SYSTEM
The air compressor will be a Bendix BA -921 with 15.8 cubic feet per minute output at 1250 RPM.
BRAKE SYSTEM
The brake system will include:
- Bendix-Westinghouse dual brake treadle valve with vinyl covered foot surface.
- One heated automatic moisture ejector on air dryer.
- Total air system capacity of 4,362 cubic inches.
Two (2) air pressure gauges with red warning light and audible alarm, that activates when air pressure falls
below 60 psi.
- MGM spring set parking brake system.
- Parking brake operated by a Bendix-Westinghouse PP -1 control valve.
- A parking "brake on" indicator light on instrument panel.
- Bendix-Westinghouse SR -1 valve, in conjunction with a double check valve system, will provide an automatic
spring -brake application at 40 psi.
- Wabco System Saver 1200 air dryer.
BRAKE LINES
Color -coded nylon brake lines will be provided. The lines will be wrapped in a heat protective loom in the
chassis areas that are subject to excessive heat.
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AIR INLET
One (1) air inlet with male coupling will be provided. It will allow station air to be supplied to the apparatus
brake system through a shoreline hose. The inlet will be located on the driver side of pump panel. A check
valve will be provided to prevent reverse flow of air. The inlet will discharge into the "wet" tank of the brake
system. A mating female coupling will also be provided with the loose equipment.
ENGINE
The chassis will be powered by a Detroit Diesel electronically controlled engine as described below:
- Model: Series 60, 12.71,(778 cubic -inches)
- Rated Power: 425 bhp at 1800 rpm
- Peak Torque: 1450 lb -ft at 1200 rpm
- Governed Speed: 2100 rpm
- Bore and Stroke: 5.12" x 6.30"
- Number of Cylinders: Six (6)
- Compression Ratio: 16.5:1
Standard equipment on the engine will include the following:
- Governor: Limiting speed type
- Injectors: Cam operated, unit type, clean tip
- Starting Motor: 12 -volt
- Turbocharger
- Air -To -Air Aftercooled
- Lube Oil Cooler
- Lube Oil Filter. Full flow
- Air Cleaner: Farr or equal
- Fuel Filters: Dual, with check valve
- Coolant Filter: Spin -on with shut off valves (precharged with coolant inhibitor)
ENGINE WARRANTY
The engine will come with a rive (5) year or 100,000 -mile warranty provided by the Detroit Diesel
Corporation.
ENGINE INSTALLATION CERTIFICATION
A letter stating Detroit Diesel approves of the engine installation will be provided with this proposal. We will
also be prepared to submit an engine manufacturers approval of the completed apparatus at time of delivery.
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ENGINE AIR INTAKE
The air intake with Ember Separator will be mounted on the driver side of apparatus, to the front of engine. The
ember separator is designed to prevent road dirt and recirculating hot air from entering the engine.
The Ember Separator will be easily accessible by tilting the cab.
EXHAUST SYSTEM
The exhaust system will be 5.00" diameter.
The exhaust will exit on the right side ahead of the rear wheels.
A heat deflector shield will be provided where the tail pipe is routed under any side compartmentatioTr
The exhaust outlet will be equipped with a chrome -plated elbow.
BY-PASS FUEL FILTER
A Detroit Diesel Fuel Pro -382 filtering system will be provided. The fuel filtering system will be remote
mounted on the chassis.
The system will have the following features:
- Self -priming port
- Clear cover
- Single filter system (replaces primary and secondary filters)
- Fuel heater
- Drain valve
= Aluminum cylinder (act as fuel cooler).
HIGH IDLE
A high idle switch will be provided, inside the cab, on the instrument panel, that will automatically maintain a
preset engine rpm. A switch will be installed, at the cab instrument panel, for activation/deactivation.
The high idle will be operational only when the parking brake is on and the truck transmission is in neutral. A
green indicator light will be provided, adjacent to the switch. The light will illuminate when the above
conditions are met. The light will be labeled "OK To Engage High Idle".
COOLANT LINES
Gates, or Goodyear, rubber hose will be used for all engine coolant lines installed by Pierce Manufacturing.
Hose clamps will be stainless steel "constant torque type" to prevent coolant leakage. They will expand and
contract according to coolant system temperature thereby keeping a constant clamping pressure on the hose.
RADIATOR
The radiator and complete cooling system will meet the NFPA cooling system standards and the engine
manufactures guidelines at maximum load conditions.
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The radiator will be mounted parallel with the charge air cooler to avoid drawing preheated air from the charge
air cooler across the radiator fins, thus creating efficiencies in cooling performance. The fan will be mounted
directly to the cooling package and within a molded shroud to minimize the required fan tip clearances and to
optimize airflow efficiencies and cooling performance.
Cool air will be drawn through the radiator by a belt driven fan. The fan will be belt driven off the engine crank
damper pulley utilizing a 1310 Series drive shaft and a 10 -rib K -Section Poly V belt. The fan assembly will be
mounted directly to the radiator, and independent to the engine, which will provide minimal fan tip to radiator
shroud clearance resulting in optimum airflow.
The fan assembly will also have a Horton fan clutch incorporated into the upper mounting assembly. Clutch fan
will be automatic when the pump transmission is in "Road" and engaged constantly when in "Pump" position.
The radiator will have a sufficient capacity to exceed all cooling requirements specified by the engine
manufacturer under all operating conditions. The system will have a low coolant sight bulb mounted on the
surge tank and an electronic controlled low coolant indicator mounted on the cab instrument panel.
A remote surge and deaeration tank will be provided to optimize the cooling system for all operating conditions.
The cooling system will be equipped to maintain a pressure at ten (10) psi for the maximum heat dissipation.
The system will have a drain cock located at the lowest point of the cooling system. Circulation baffles will be
furnished to prohibit hot air from the engine compartment from adversely affecting cooling system
performance.
The radiator will be constructed with 175 tubes placed in three (3) rows with 16 fins per inch and bonded
together by a patented "beta -weld" process for increased strength, longer life and solder -bloom corrosion
protection. The completed core will have a minimum 1200 square inches of cooling area. The entire cooling
package assembly will be mounted in a manner to prevent development of leaks caused by twisting or straining
when the apparatus operates over uneven terrain. The radiator core will be compatible with commercial
antifreeze solutions.
The engine and cooling system with hoses will have a coolant capacity of approximately 60 quarts. The cooling
system will be protected with an antifreeze solution to minus 30 degrees Fahrenheit.
FUEL TANK
A 65 -gallon fuel tank will be provided and mounted at the rear of the chassis. The tank will be constructed of
12 -gauge, hot rolled steel. It will be equipped with swash partitions and a vent.
A .75" drain plug will be located in a low point of the tank for drainage.
A fill inlet will be located on the driver's side of the body and is covered with a hinged, spring loaded, stainless
steel door that is marked "Diesel Fuel Only".
A .50" diameter vent will be installed from tank top to just below fuel fill inlet.
The fuel tank will meet all FHWA 393.67 requirements including a fill capacity of 95% of tank volume.
All fuel lines will be provided as recommended by the engine manufacturer.
AUXILIARY FUEL COOLING SYSTEM
A supplementary fuel cooling system will be provided to allow the use of water from the discharge side of the
pump for cooling the chassis engine fuel. The heat exchanger will be a cylindrical type and will be a separate
unit.
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The cooler will operate any time the pump is discharging water and will be plumbed to the master drain valve.
TRANSMISSION
An Allison, model EVS 4000P, electronic, torque converting, automatic transmission will be provided.
Two (2) PTO openings will be located on left side and top of converter housing (positions 8 o'clock and 1
o'clock).
A transmission temperature gauge with red light and buzzer will be installed on the cab instrument panel.
TRANSMISSION, SHIFTER
A five (5) -speed push button shift module will be mounted to right of driver on console. Shift position indicator
will be indirectly lit for after dark operation.
The transmission ratio will be: 1 st - 3.51 to 1.00, 2nd - 1.91 to 1.00, 3rd - 1.43 to 1.00, 4th - 1.00 to 1.00, 5th -
0.74 to 1.00, R - 4.80 to 1.00.
TRANSMISSION COOLER
An external transmission oil cooler will be provided.
Note: This cooler is not covered under any extended warranty you may be getting on your Allison
transmission. Please review your Allison transmission warranty for coverage limitations.
TRANSMISSION WARRANTY
The transmission will have a five (5)-year/Unlimited mileage warranty covering 100% parts and labor. The
warranty will be provided by Allison Transmission.
Note: The transmission cooler is not covered under any extended warranty you may be getting on your Allison
transmission. Please review your Allison transmission warranty for coverage limitations.
TRANSMISSION FLUID
The transmission will be provided with TranSynd, or TES 295 (generic synthetic fluid) equivalent heavy-duty
synthetic transmission fluid.
DRIVELINE
Drivelines will be a heavy-duty metal tube and be equipped with Spicer 1810 universal joints.
The shafts will be dynamically balanced before installation.
A splined slip joint will be provided in each driveshaft, slip joint will be coated with Glidecoat or equivalent.
STEERING
Dual Sheppard M110 steering gears, with integral heavy-duty power steering, will be provided. The power
steering will incorporate a Vickers V20NF hydraulic pump with integral pressure and flow control. The
steering wheel will be 18.00" in diameter, and capable of tilting and telescoping.
TIRES
The front tires will be Michelin radials 385/65R22.5, 18 ply "Hiway Rib" XTE2 tread. The tires will be
mounted on 22.50" x 12.25" steel disc -type wheels with a ten (10) stud, 11.25" bolt circle.
Rear tires will be four (4) Michelin radials 12R22.50, 16 ply "all position" XZE tread. The tires will be
mounted on 22.50" x 8.25" steel disc -type wheels with a ten (10) -stud 11.25" bolt circle.
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LUG NUT COVERS
Chrome plated lug nut covers will be installed on all lug nuts.
MUD FLAPS
Mud flaps with a Pierce logo will be installed behind the rear wheels.
WHEEL COVERS (front)
Stainless steel wheel covers will be furnished on the front wheels. The wheels will be painted black to better
accent the wheel covers.
WHEEL LINERS
One pair of Real Wheels, American Road Series, stainless steel wheel liners with oval cutouts, will- be -provided
on the rear wheels including a full hub cover and chromed lug nut covers.
CAB
The cab will be designed specifically for the fire service and manufactured by the chassis builder.
Construction of the cab will consist of high strength 5052-H32 .125' aluminum welded to extruded aluminum
framing.
The cab will be built by the apparatus manufacturer in a facility located on the manufacturer's premises.
Cab will be approximately 96.00" wide, with an approximate overall height of 108.00".
Crew cab will be of the totally enclosed design, with access doors constructed in the same manner as the front
cab doors.
Cab will be a full tilt design, allowing easy maintenance of the engine compartment. The engine will be
accessible when the cab is titled and the engine will also be removable when the cab is tilted.
Provisions for checking the engine and transmission oil will be provided on the engine tunnel and must be
accessible without tilting the cab.
Cab will be isolated from the chassis inputs by four (4) rubber load cushions and will be tilted by an
electric/hydraulic pump connected to two (2) cab lift cylinders. Cab will then be locked down by a 2 -point
automatic locking mechanism that actuates after the cab has been lowered.
Cab entrance steps will be enclosed and automatically drop down when the door is opened and raise up when
the door is closed. Both cab step assemblies will be of simplistic and identical design.
The steps will be operated by a switch (air spool valve) on the cab doorframe, which is connected to an air
cylinder, that activates both the up and down operation of the steps.
A dedicated air supply tank will be famished for the step air system, to assure an adequate air supply for the up
and down activation.
Each step, when in the stored position, will be totally enclosed to protect the mechanisms from road debris and
moisture.
Each step assembly will be designed in a three (3) -step arrangement, with each step spaced no more than 16.00"
apart, providing easy cab entry and egress.
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Each step surface will be a minimum of 160 square inches.
The step surface will be constructed out of a non -slip material, which will also be self -draining.
Cab and crew cab doors will be approximately 32.00" wide x 61.00" high.
Crew cab doors will be located on the side of the cab.
Cab and crew cab doors will be equipped with automotive type rubber, continuous perimeter bulb seal on the
door opening to ensure a weather tight fit.
Polished stainless steel scuffplates will• be installed on the inside of all cab doors, extending from the -bottom of
the door to 12.00" above the floor line.
Cab doors will be constructed of aluminum with a double pan design. _
All cab and crew cab entry doors will contain a conventional roll down window.
The upper area of each door will be contoured into the roof and include a contoured tinted window feature that
provides better visibility on the interior and to the exterior of the cab.
Flush mounted, chrome plated paddle type door handles will be provided on the interior and exterior cab and
crew cab doors.
The door hinges will be stainless steel piano type with a.25" pin.
Cab and crew cab will be designed to optimize room and allow complete visual and audio communications
between all fire fighters.
The engine tunnel will be constructed out of .125" aluminum and will be tapered at the top to allow for more
driver and passenger elbowroom.'
The engine tunnel inside the cab will not exceed 20.00" from the cab floor to the top of the engine tunnel.
The width of the engine tunnel inside the cab will not exceed 26.00" on the top tapered surface and 41.00" at the
floor area.
The engine tunnel will also taper and narrow towards the rear as it extends into the crew cab area. The width of
the engine tunnel on the top tapered surface at the rear will not exceed 20.00", therefore providing optimum
room for the fire fighters seated in the crew cab rear facing seats.
The engine hood will be insulated for protection from heat and sound. The noise insulation keeps the DBA
level within the limits stated in the current NFPA series 1900 pamphlet.
The driver and officer will have a flat floor area measuring a minimum of 21.50" wide (door to engine tunnel)
and 28.00" long (front to rear seat riser).
The dimension from the back edge of the steering column to the driver's seat back (seat in rearmost position)
will be a minimum of 30.00".
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A 20.00" slip resistant handrail will be provided adjacent to all door openings to assist with entrance into the
cab.
A rubber -covered handrail will be provided inside each front cab door adjacent to the doorposts.
Circular inner fender liners in the wheel wells will be provided.
Heavy-duty black rubber mud flaps will be installed on the cab behind the front wheels.
The outside rear wall of the crew cab will be covered with a bright aluminum treadplate panel.
A contoured molded fiberglass housing will be installed on the front of the cab. The housing will be painted to
match the cab. A contoured aluminum grille, headlight bezel and wrap around band consisting-iuf-three (3)
separate chrome plated sections will be installed on the front of the housing.
A Pierce logo will be affixed permanently to the grille housing.
A contoured molded fiberglass "eye brow" trim assembly will be installed at the front roofline above the
windshield. The eyebrow will be painted to match the cab roof. The marker lights will be recessed into the
eyebrow.
A large, curved, safety glass windshield will provide over 4,100 square inches of clear viewing area for
enhanced visibility.
The cab windshield will be installed utilizing modern automotive techniques, which include bonding to the cab
sheet metal with a urethane adhesive, and then trimmed in rubber.
Economical windshield replacement glass will be readily available.
Two (2) smoked Lexan sunvisors will be provided, one (1) above each windshield.
Electric windshield wipers will be provided that meet FMVSS and SAE requirements. One (1) control will
operate both wipers. The wiper control will be two -speed (high and low) and feature an intermittent control.
The control will also have a "return to park" provision (toward center of cab). The wipers will have a
pantographic design for covering a large sweeping area.
Each wiper will be equipped with a washer that is actuated by the wiper control.
Wash reservoir will be able to be filled without raising the cab.
CAB INTEGRITY CERTIFICATION
The fire apparatus manufacturer will provide a cab crash test certification with this proposal. The certification
states that the cab must meet or exceed the requirements below:
- European Occupant Protection Standard ECE Regulation No.29.
- SAE J2422 Cab Roof Strength Evaluation - Quasi -Static Loading Heavy Trucks.
- SAE J2420 COE Frontal Strength Evaluation - Dynamic Loading Heavy Trucks.
- Roof Crush
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The cab will be subjected to a roof crush force of 26,400 lbs. This value will be 120% of the ECE 29 criteria,
and equivalent to the front axle rating up to a maximum of 10 metric tons.
- Side Impact
The cab will be subjected to dynamic preload when a 14,060 lb moving barrier is slammed into the side of the
cab at 5.1 mph, striking with an impact of 12,200 ft -lbs of energy. This test will closely represent the forces a
cab will see in a rollover incident.
- Frontal Impact
The cab will withstand a frontal force produced from 65,000 ft -lbs of energy using a swing -bob type platen.
There will be no exception to any portion of the cab integrity certification. Nonconformance will lead to
immediate rejection of bid. -
AUXILIARY AIR COMPRESSOR
An auxiliary air compressor will be furnished to supply air for the cab step system. The air compressor will be
a 12 -volt DC and wired directly to the batteries. The compressor will have a rating of .5 CFM at 100 psi. The
compressor will insure fully automatic step operation at all times.
CAB FLOOR
The cab and crew cab flooring will be covered with heavy-duty rubber matting.
CREW CAB WINDOWS
On each side of the crew cab, a window, with tinted glass, will be provided. A contoured window, with tinted
glass, will also be provided above the side crew cab window and match the contoured windows in the cab
doors.
The rear wall of the crew cab will have two (2) windows, each being 8.00" wide x 14.00" high.
STORAGE COMPARTMENT
A storage compartment, 12.00" high x 32.00" wide x 16.00" deep with a locking lift -up door will be installed to
the rear of engine tunnel, centered. The compartment will be constructed of aluminum and painted to match the
cab interior.
EMS COMPARTMENT
An EMS compartment, 48.00" high x 38.00" wide x 22.63" deep with one (1) Gortite roll up door, locking, with
satin white finish will be installed against the rear wall of the crew cab, centered.
The compartment will have a minimum clear door opening of 38.00" high x 27.50" wide.
The compartment will be constructed of aluminum and painted to match the cab interior.
COMPARTMENT LIGHT
One (1) compartment light will be provided, mounted to ceiling. Light will be controlled by automatic door
switch.
This storage compartment will be compliant per NFPA standard for automotive fire apparatus.
SHELVING
There will be two (2) shelves provided in the EMS compartment. Each shelf will be constructed of 0.090"
aluminum with a 1.25" up -turned lip. Shelving will be infinitely adjustable by means of a threaded tightener
sliding in a track. The location will be in the EMS compartment.
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CAB DOOR LOCKS
All cab doors will be furnished with lockable exterior handles. All the doors will be keyed alike.
LOGO AND CUSTOMER DESIGNATION ON HORN BUTTON
The steering wheel will have an emblem containing the Pierce logo and customer name. The emblem will have
three (3) rows of text for customers department name. There will be a maximum of eight (8) characters in the
(1 st) row, eleven (11) characters in the (2nd) row and eleven (11) characters in the (3rd) row.
The first (lst) row of text will be: TBD.
The second (2nd) row of text will be: TBD.
The third (3rd) row of text will be:.TBD.
FENDER CROWNS
Stainless steel fender crowns will be installed at cab wheel openings. The fender crowns will have a radius
outside comer, that will allow the fender crown to extend out further than the standard width crown thus
extending beyond the side wall of the front tires, and also allow the crew cab doors to open fully.
MAP -BOX
A map box with four (4) bins, open from top, will be installed on the engine tunnel on the officer's side as far
forward as possible with the slants facing to the rear. The map box will be divided into four (4) bins, each being
12.50" wide x 2.25" high x 12.00" deep. Each bin will slant 30 degrees from horizontal. The map box will be
constructed of .125" aluminum and will be painted to match the cab interior.
CAB LIFT
A hydraulic cab lift system will be provided consisting of an electric powered hydraulic pump, dual lift
cylinders, and necessary hoses and valves.
Lift controls will be on a panel located on the pump panel or front area of the body in a convenient location
within an enclosed compartment.
Cab will be locked down by a two (2) -point automatic spring loaded hook mechanism that actuates after the cab
has been lowered.
The hydraulic cylinders will be equipped with a velocity fuse that protects the cab from accidentally descending
when the control is located in the tilt position.
A redundant mechanical stay arm will automatically be engaged once the cab has been fully raised. Before
lowering the cab, this device must be disengaged using the stay arm control located near the cab raiseflower
switch.
INTERLOCK, CAB LIFT TO PARKING BRAKE
The cab lift system will be interlocked to the parking brake. The cab tilt mechanism will be active only when
the parking brake is set and the ignition switch is in the on position, if the parking brake is released the cab tilt
mechanism will be disabled.
MIRRORS
Deluxe, full length, west coast, stainless steel mirrors with a 6.00" x 16.00" flat section will be mounted on the
cab doors, one (1) on each side. One (1) amber clearance light will be provided on each minor.
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CONVEX MIRRORS
A 6.50" x 6.00" rectangular convex mirror will be installed below each west coast mirror head.
BUMPER
A one (1) piece, ten (10) gauge, 304-2B type polished stainless steel bumper, a minimum 10.00" high will be
attached to a bolted modular extension frame constructed of 50,000 psi tensile steel "C" channel mounted
directly behind it to provide adequate support strength.
The bumper will be extended 22.00" from front face of cab.
Documentation will be provided, upon request to show that the options selected have been engineered for fit -up
and approval for this modular bumper extension.
HOSE TRAY
A hose tray, constructed of aluminum, will be placed in the center of the bumper extension.
The tray will have a capacity of 150' of 1:75" double jacket cotton -polyester hose.
Black rubber grating will be provided at the bottom of the tray. Drain holes are also provided.
GRAVEL PAN
A gravel pan, constructed of bright aluminum treadplate, will be furnished between the bumper and cab face.
The gravel pan will be properly supported from the underside to prevent flexing and vibration of the aluminum
treadplate.
COVER, HOSE TRAY
A bright aluminum treadplate cover will be provided over the one (1) hose tray.
The cover will be "notched" allowing the hose to be preconnected to hose connection.
The cover will be attached with a stainless steel hinge.
A lift and turn latch will secure the cover in the closed position and a pneumatic stay arm on each side will hold
the cover in the open position.
This cover will be installed on the center hose tray.
TOW HOOKS
Two (2) chromed steel tow hooks will be installed under the bumper and attached to the front frame members.
The tow hooks will be designed and positioned to allow up to a 6,000 -pound straight horizontal pull in line with
the centerline of the vehicle. The tow hooks will not be used for lifting of the apparatus.
CAB INTERIOR
The cab instrument panel will be padded and covered with 46 ounce, leather grain vinyl, resistant to oil, grease
and mildew.
The door panels will be covered with a high impact ABS plastic.
The cab dash fascias will be a wrap-around design to provide easy access of controls and will be constructed out
of high impact ABS plastic.
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The headliner will be installed in both forward and rear cab sections. Headliner material will be vinyl. A sound
barrier will be part of its composition. The headliner material will be installed on an aluminum sheet and
securely fastened to interior cab ceiling.
The forward portion of the cab headliner will provide easy access for servicing electrical wiring or for other
maintenance needs without removing the entire unit.
CAB INTERIOR UPHOLSTERY
The cab interior upholstery will be dark silver gray.
INTERIOR PAINT (Cab)
A rich looking interior will be provided by painting all the metal surfaces inside the cab black, vinyl texture
paint. _
CAB SEATING
A Seats Inc. #911 "scissors -action" air -ride high -back style seat will be provided in the cab for the driver.
The driver's seat will be furnished with three (3) -point shoulder type seat belt. The seat belt will be furnished
with automatic retractor. Extension will be provided with the seat belt so the male end can be easily grasped
and the female end easily located while sitting in a normal position.
The seat back will be removable for ease of access to components located behind the driver seat
A Seats Incorporated 911 "scissors -action" air -ride style SCBA seat with high back will be provided in the cab
for the officer. The SCBA cavity will be adjustable front to rear in 0.50" increments to accommodate different
size SCBA bottles.
Moving the SCBA cavity will be accomplished by unbolting, relocating and rebolting in the desired location.
The officer seat will be furnished with three point shoulder type seat belts. The seat belts will be furnished with
automatic retractors. Extensions will be provided with the seat belts so the male end can be easily grasped and
the female end easily located while sitting in a normal position.
OFFICER SEAT RISER
The area under the officer seat will be used to house automatic seat belt-tensioner components.
SEATING (Rear Facing Crew Cab)
Two (2) rear facing Seats Incorporated 911 SCBA seats will be provided in the outboard positions in crew cab.
The SCBA cavity in each seat will be adjustable front to rear in 0.50" increments to accommodate different size
SCBA bottles.
Moving the SCBA cavity will be accomplished by unbolting, relocating and rebolting in the desired location.
Seats will be furnished with three point shoulder type seat belts. The seat belts will be furnished with automatic
retractors. Extensions will be provided with the seat belts so the male end can be easily grasped and the female
end easily located while sitting in a normal position.
SEAT UPHOLSTERY
All Seats Inc. 911 seat upholstery will be gray woven with black Imperial 1200 material.
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�... AIR BOTTLE HOLDERS w `
All SCBA type seats in the cab will have a Ziamatic model ULLH SCBA holder bracket. This bracket will be
compliant with NFPA 1901-04 Section 14.1.10.1 and will include a back plate, two seats, a footplate and the
model LLS ("Load & Lock") strap to bold the bottle in the bracket. The bracket seats will be a "one size fits
all' style seat and will accommodate SCBA cylinders from the high pressure 30 -minute to the high pressure 60 -
minute. Seats will be adjustable up and down by unbolting, relocating, and rebolting in the desired position.
Provided with the Seats Inc. 911 SCBA seats, will be backrest inserts which covers the SCBA cavity. The
insert cover will be padded and covered with the same material as the seat. A total of five (5) inserts will be
provided. The seat back insert is designed to support the fire fighters back, with or without the SCBA bottle in
place. The insert is held in place with two (2) elastic cords.
SHOULDER HARNESS HEIGHT ADJUSTMENT
All seating positions furnished with three (3) -point shoulder type seat belts, will include a height adjustment.
This adjustment will optimize the belts effectiveness and comfort for the seated firefighter.
. FOLD UP -SEATS
In addition to the stationary crew cab seats two (2) fold up seats wi etractable-�.-pq t sei4bgjj=-
provided on the rear wall in the outboard positions.
The seats will be constructed of a heavy grade vinyl over foam rubber and will have the bottom covered with
brushed stainless steel for a pleasant appearance when the seat is in the up position.
CAB WARRANTY
Limited Warranty
Except as provided below, and provided the vehicle will have been placed in service within 60 days after
delivery to the original purchaser as established by our original invoice, for a period of ten (10) years after
delivery to the original purchaser or the first 100,000 miles of use, whichever fust occurs, Pierce
Manufacturing Inc. ("Pierce") warrants to the user that its custom fire and/or rescue vehicle cab are free of
defects in design or workmanship in the cab tubular support and mounting supports and other cab structural
components identified in Pierce specifications. This limited warranty will apply only if the vehicle is properly
maintained and used in service that is normal to the particular vehicle. Normal service means service that does
not subject the vehicle to stresses or impacts greater than normally result from the careful use of the vehicle or
chassis. If the buyer discovers a defect or nonconformity it must notify Pierce in writing within 30 days after
the date of discovery. -This limited warranty is not transferable by the fast user.---
A
ser. _.
A copy of the Pierce warranty is included with this proposal.
QUANTUM FOLD DOWN STEP WARRANTY
Limited Warranty
Except as provided below, and provided the Quantum vehicle will have been placed in service within 60 days
after delivery to the original purchaser as established by our original invoice, for a period of two (2) years after
delivery to the original purchaser, Pierce Manufacturing Inc. ("Pierce") warrants to the user that each new
Quantum fold down step will be free of defects in material and workmanship. This limited warranty will apply
only if the new Quantum fold down step is properly maintained and used in service that is normal to the
particular Quantum vehicle. Normal service means service that does not subject the Quantum vehicle or fold
down steps to stresses or impacts greater than normally result from the careful use of the vehicle or fold down
steps. if the buyer discovers a defect or nonconformity it must notify Pierce in writing within 30 days after the
date of discovery. This limited warranty is not transferable by the first user. A copy of the Pierce warranty is
included with this proposal.
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ENGINE COMPARTMENT LIGHT
An engine compartment light will be installed under the engine hood, of which the switch is an integral part.
Light will have a .125" diameter hole in its lens to prevent moisture retention.
CAB INTERIOR LIGHTING
Auxiliary lights will be provided in the cab and consisting of-
- One (1) Weldon, Model 8081-6978-68, Red/Clear dome light located in the center, controlled by the
following:
Clear forward light controlled by the door switch and the lens switch.
Red red light controlled by the lens switch. y
- Two (2) Adjustable Map Lights with switches mounted on the cab ceiling
- A Courtesy Light at Each Door Opening controlled by automatic door switches.
CREW CAB INTERIOR LIGHTING _.
"Auxiliary lights wilf&e provided in the crew cab and consist of:
- Two (2) Weldon, Model 8081-6978-68, Red/Clear dome lights located one (1) each side, controlled by the
following:
Clear forward light controlled by the door switch and the lens switch.
Red rearward light controlled by the lens switch.
- A courtesy light at each door opening, controlled by automatic door switches
CAB HEATER
There will be a 40,000 BTU heater in the cab located below the right side cab dash. The heater/defroster
ventilation will be built into the design of the cab dash instrument panel. The heater ducts will be vented in a
manner to provide heat directed towards the officer and the driver. The defroster ducts will be designed to
provide maximum defrosting capabilities for the windshield. Adjustable defroster louvers will be provided for
directing airflow to the side cab door windows.
Heater defroster controls will be located on the cab dash within easy reach of the driver.
AIR CONDITIONING
A high performance air conditioning system will be furnished inside the cab and crew cab.
The air conditioning system will perform as follows:
In 100 degree Fahrenheit ambient temperature, with 50 percent relative humidity and at 1200 engine RPM, the
cab and crew cab will cool down to 72 degrees Fahrenheit within 30 minutes. Test results from Red Dot, our
air conditioning supplier, verifying this performance requirement will be enclosed with our proposal.
A 12.6 cubic inch compressor will be installed on the engine.
A roof -mounted condenser with adequate BTU to meet the performance specification will be installed on the
cab roof. Condenser mounting below the cab or body is not acceptable.
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Two (2) evaporator units will be installed in the cab, located in the following locations:
- One (1) in the cab dash, just to the front of the officer
- One (1) in the crew cab, mounted to ceiling -
The evaporator units will have an adequate BTU rating to meet the performance specifications.
The air conditioning system will have adjustable air outlets incorporated into the cab dash at both the driver and
officer positions. The evaporator unit in the crew cab will have adjustable air outlets located directly on the
evaporator unit.
The air conditioner refrigerant will be R- 134A, installed by a certified technician.
INTERIOR CAB INSULATION
The cab and crew cab walls will be insulated with 2.00" insulation where possible and the roof with 1.00"
insulation to aid in cooling.
The insulation will be covered with a vinyl liner or a metal panel painted to match the interior
_CAB INSTRUMENTATION
Instrument panel controls and switches will be identified as to function by imprinted labels adjacent to each
item. Actuation of the headlight switch will illuminate ("back lit") wording for after dark operation.
To avoid confusion, warning indicators will be (where possible) the "dead front" type, meaning the warning
light and warning light word identification does not show up unless it is necessary.
Instrument panel gauges, vehicle lights and other electrical accessories will use proper size wiring to
accommodate expected current load. Wiring will meet SAE J-1128 specifications for high temperature (250
degrees Fahrenheit min.) conditions and be color, number and function coded.
Cab instruments and controls will be conveniently located within the forward cab section. Gauges and
emergency vehicle switches will be installed on removable panels for ease of service.
GAUGE PANEL
The following gauges and controls will be furnished:
Voltmeter gauge, which includes the following:
Low volts (11.8 VDC).
Amber caution indicator light and an intermittent alarm.
High volts (15 VDC).
Amber caution indicator light and an intermittent alarm.
Very low volts (11.3 V).
Red warning indicator light and a steady tone alarm.
Very high volts (16 VDC).
Red warning indicator light and a steady tone alarm.
Tachometer
Fuel gauge, which includes the following:
Low fuel (1/8 full) to activate an amber caution light and intermittent tone alarm.
Very low fuel (1/32 full) to activate a red warning light and steady tone alarm.
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Speedometer/odometer
Engine Oil pressure Gauge, which includes the following:
Low oil pressure to activate red warning light and a steady tone alarm.
Air Pressure Gauges, that include the following:
Two (2) gauges, one (1) for the front and the other for the rear brake pressure.
Low air pressure to activate a red warning light and a steady tone alarm.
Transmission Oil Temperature Gauge, that includes the following:
High transmission oil temperature activates a red warning light.
High transmission oil temperature activates a steady tone alarm.
Engine Coolant Temperature Gauge, that includes the following:
High engine temperature activates a red warning light.
High engine temperature activates a steady tone alarm.
Left Directional Activated Indicator Light (amber).
Right Directional Activated Indicator Light (amber).
High Beams Activated indicator Light (blue).
CONTROLS
Ignition/Stop Switch/Alarm Silence Switch.
Holding the ignition switch at the top position for 3-5 seconds will silence any active audible alarms.
Red indicator light activates with the battery switch.
Green indicator light active with the ignition switch on.
Engine Start Switch, Momentary.
Red indicator light active with the battery switch.
Heater and Defroster Controls.
Headlight/Parking Light Switch.
3 position progressive switch.
First switch position deactivates all parking lights and headlights
Second position activates the parking lights.
Third switch position activates the headlights.
Turn signal arm to include the following controls:
Self -Canceling Turn Signal.
Headlight. High Beam Switch.
Windshield Wash.
High/Low and Intermittent Wiper Control.
Hazard Switch incorporated into the steering column.
Emergency Warning Light Control Panel.
Parking Brake Control.
Horn Button Control: Center of steering wheel.
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Indicator light display includes the following if applicable:
Left side:
Do Not Move Truck (red)
Seat Belt Not Buckled (red)
Check Engine (amber).
ABS Activated (amber).
Battery Switch On (green).
Check Transmission (amber).
Right Side:
Check Gauges (red)
Parking Brake Engaged (red).
Stop Engine (red).
ATC Activated (amber).
Low Coolant (amber)
Air Restriction (red)
INDICATOR LIGHT AND ALARM PROVE -OUT
A system will be provided which automatically tests basic indicator lights and alarms located on the cab
instrument panel.
DIAGNOSTIC PANEL
An easily accessible diagnostic panel will be provided in the cab and include the following:
Engine Diagnostic Port.
Transmission and ABS Diagnostic Port.
Roll Sensor Diagnostic Port (If Applicable).
Command Zone Diagnostic Port.
Engine Diagnostic Switch (Blink Codes).
ABS Diagnostic Switch (Blink Codes).
CAB DISPLAY
A display will be mounted in the driver side of the cab within easy reach of the driver. Refer to the Cab
Display option for more information.
SWITCHES
There will be locations for up to 10 panels located in the cab to house switches for options. The panels are
located in the following areas:
Driver Side Overhead 3
Officer Side Overhead 3
Driver Side Lower 4
Refer to the Switching, Cab Instrument and Overhead option for further information.
- Air Restriction Indicator (electronic with indicator light).
SWITCH PANELS
The built-in emergency light switch panel will have a master switch plus individual switches for selective
control. The switch panel will be located in the "overhead" position above the windshield on the driver's side to
allow for easy access. Switches will be rocker type with an indicator light, of which is an integral part of the
switch.
ELECTRICAL POWER CONTROL SYSTEM
Electrical compartments will be provided in the cab and on the chassis to house the vehicles electrical power,
circuit protection and control components. Serviceable components will be accessible.
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Power, circuit protection and control components will be protected and tested with documentation against the
following:
Corrosion
Excessive heat
Excessive vibration
Water spray
EMI and RFI.
Current Carrying Capacity (Minimum & Maximum).
Circuit protection devices, which conform to SAE standard, will be utilized to protect each circuit. All circuit
protection devices will be rated per NFPA requirements, to prevent wire and component damage when
subjected to extreme current overload. General protection circuit breakers will be Type -I automatic reset
(continuously resetting) or Type -II (manual resetting) and conform to SAE J553 or J258. When required,
automotive type fuses conforming to SAE J554,1284,1888 or J2077 will be utilized to protect electronic
equipment.
Power control relays and solenoids will have a direct current (dc) rating of 125 percent of the maximum current
for which the circuit is protected.
CONTROL SYSTEM
A microprocessor -based controller will be utilized to achieve advanced control of a fully computerized vehicle
network system. The system will comply with all appropriate SAE J1939 recommended practices.
Each of the control system modules will be configured as follows:
Sealed to a NEMA 4 rating
Operating range from -40OF to 1850F (400C to 850C)
Communicate using J1939 data link
Two (2) diagnostic LED lights
One (1) green light that illuminates when module has power (B+) and ground
One (1) red light that flashes to indicate the module is capable of communicating via
the data link
Ground matrix identification system
The following control system modules will be used:
Control Module
Main controller for the system
RS232 connection allows for computer diagnostics
Power Module
Built-in fault sensing
Eight (8) digital outputs
Pulse width modulating (PWM) capable
15A continuous per output
Circuit protection based on actual current draw (not affected by heat)
Input Module
16 software selectable (digital or analog) inputs
Output Module
16 digital outputs
Input/Output Module
Eight (8) software selectable (digital or analog) inputs
Eight (8) digital outputs
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In addition to the information center, the logic controller will activate status indicators and audible alarms
designed to provide warning of problems before they become critical.
The microprocessor controller will include the following attributes:
On -board self-diagnostic messages and status indicators.
Automatic self -test on startup and during vehicle operation.
Eliminate control logic relays wherever possible.
Provide logic control for NFPA 1901 mandated safety interlocks and indicators.
Utilize control system to eliminate redundant wiring and components.
Improve control system reliability by reducing relay and connector contacts.
Advanced electrical system load management and sequencing system.
Customized control software programmed to reflect the vehicles configuration. _
Reprogrammable to accommodate changes to the vehicles operating parameters.
Complete operating and troubleshooting manuals.
Copies of all "Job Specific", Input/Output (UO) Sheets will be provided with each chassis.
ON -BOARD ELECTRICAL SYSTEM DIAGNOSTICS
Advanced on -board diagnostic messages will be provided to support rapid trouble shooting of the electrical
power and signal system. The diagnostic messages will be displayed on the information center, located at the
driver's position. Refer to the Cab Display option for more information.
ADVANCED DIAGNOSTICS
An advanced, Windows based, diagnostic software program will be provided. The software will provide
advanced trouble shooting tools to service technicians equipped with an IBM compatible computer.
The service and maintenance software will include the following features:
Easy to understand and use.
Ability to view system input/output (UO) information.
A complete trouble -shooting guide will be provided with the vehicle.
Documentation on installing and using the software.
VOLTAGE MONITOR SYSTEM
A voltage monitor system will be provided to indicate the status of the battery system connected to the vehicles
electrical load. The system will provide visual and audible warning when the system voltage is below or above
optimum levels.
The alarm will activate if the system falls below 11.8 VDC for more than two (2) minutes.
The alarm will also activate if the system voltage rises above 15 volts for more than 8 seconds.
PROGRAMMING ENHANCEMENTS
The microprocessor controller will control all Side Scene, Rear Scene and Perimeter lights. In addition to the
control feature for these different light options, these lights will be deactivated when the parking brake is
released.
EMI/RFI PROTECTION
The electrical system will reduce undesired electromagnetic and radio frequency emissions. An advanced
electrical system will be used to insure radiated and conducted EMI (electromagnetic interference) or RFI (radio
frequency interference) emissions are suppressed at their source.
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The apparatus will have the ability to operate in the electromagnetic environment typically found in fire ground
operations. The contractor will be able to demonstrate the EMI and RFI testing which has been done on similar
apparatus and certify that the vehicle proposed meets SAE J1113/14 requirements.
EMI/RFI susceptibility will be controlled by applying appropriate circuit designs and shielding. The electrical
system will be designed for full compatibility with low-level control signals and high-powered two (2) -way
radio communication systems. Harness and cable routing will be given careful attention to minimize the
potential for conducting and radiated EMI -RFI susceptibility.
POWER DISTRIBUTION CENTER
An electrical component compartment will be provided in an easily accessible location within the cab. The
distribution center will not require tools to gain access for maintenance. The following items will be furnished
within this compartment:
Fuses
Circuit Breakers
Relays
The distribution panel will be clearly labeled and include:
Circuit Numbers
Use of each fuse, circuit breaker, relay or fused stud.
Each fuse, circuit breaker and relay will also be numbered to correspond with wiring diagrams provided with
each vehicle.
POWER AND GROUND STUDS
Four (4) power studs will be provided in the electrical component compartment for two-way radio equipment.
The studs will consist of the following:
Stud #1 will be 12 -volt 40 -amp, controlled by battery switch.
Stud #2 will be 12 -volt 100 -amp, ground.
Stud #3 will be 12 -volt 60 -amp, controlled by ignition switch.
Stud #4 will be 12 -volt 60 -amp, battery direct.
TRAINING
Training classes on troubleshooting and diagnosis of the control system will be available upon request. The
training classes should include written classroom training, hands-on training or a combination of both.
INFORMATION CENTER
An information center employing a FTSN 160 x 128 -pixel display. The screen will be encased in an ABS /
polycarbonate alloy housing with five (5) user interface switches. The screen will have the following
specifications:
Meet environmental requirements of BSEN 60945.
Operating temperature: 14 to 158 degrees F (-10 to 70 degrees Q.
Storage Temperature: -40 to 176 degrees F (40 to 80 degrees C).
Sealed to IP65 / NEMA 4.
EMC Meets requirements of European Directive 89/336/EC
Every screen will include the following:
Ambient Temperature.
Display Alarms: The information center will utilize a warning box with a caution triangle on each side
to display text messages for audible alarm tones. The text messages will be written to identify the item(s)
causing the audible alarm to sound.
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If more then one (1) text message occurs, the messages will cycle every second until the problem(s) have been
resolved.
The Information center will include the following screens:
Contrast and Backlighting:
Contrast: Increase and decrease.
Load manager status:
Refer to the Load Manager/Sequencer option.
Do Not Move Truck:
Refer to the "Do Not Move Truck" option for more
details.
Maintenance Data:
A detailed list of vehicle information
- Engine Hours.
- Pump Hours.
- Power Steering Level.
- Engine Oil Level. _ }
- Engine Coolant Level.
- Battery Volts.
- Aerial Master Hours (if applicable).
- Pump Engaged (if applicable).
System information:
Module number, module type, module version.
Module diagnostics information:
- Input or output number.
- Circuit number connected to that input or output.
- Circuit name (item connected to the circuit).
- Status of the input or output.
- Power module outputs diagnostic information.
Active Alarms List:
This screen will show a list of all currently active alarms. The list
will be in the form of text with the list items text matching the text messages show in the
warning box.
Software controlled buttons will be provided on the Information Center as follows:
MENU: Returns to the menu screen.
To provide help for the active screen or active warning message.
ENTER/SELECT: To be used for selecting actions.
BACK: Used to return user to previous action or screen.
UP ARROW: Used to scroll up in a list.
DOWN ARROW: Used to scroll down in a list.
Button functions may change with each screen.
BATTERY SYSTEM
Four (4) 12 volt, Exide, Model: 31 S950X3 W, batteries that include the following features will be provided:
950 CCA, cold cranking amps,
190 -amp reserve capacity,
High cycle,
Group 31,
Rating of 3800 CCA at 0 degrees Fahrenheit,
760 minutes of reserve capacity,
Threaded stainless steel studs.
Each battery case will be a black polypropylene material with a vertically ribbed container for increased
vibration resistance. The cover will be manifold vented with a central venting location to allow a 45 -degree tilt
capacity.
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The inside of each battery will consist of a "maintenance free" grid construction with poly wrapped separators
and a flooded epoxy bottom anchoring for maximum vibration resistance.
BATTERY SYSTEM
A single starting system will be provided.
An ignition switch and starter button will be located on the instrument panel.
MASTER BATTERY SWITCH
A master battery switch, to activate the battery system, will be provided inside the cab within easy reach of the
driver.
An indicator light will be provided on the instrument panel to notify the driver of the status of the bauary
system.
BATTERY COMPARTMENTS
Batteries will be placed on non -corrosive mats and stored in well -ventilated compartments located under the
cab.
Heavy-duty, 2/0 gauge, color -coded, battery cables will be provided. Battery terminal connections will be
coated with anti -corrosion compound.
Battery solenoid terminal connections will be encapsulated with semi-permanent rubberized compound.
JUMPER STUDS
One (1) set of batteryjumper studs with plastic color -coded covers will be installed behind an access door on
the passenger side, behind the bumper. The access door will be large enough to allow easy jumper cable access.
A tag will be provided for positive/negative terminals.
BATTERY CHARGER
A Kussmaul Autocharge, model 091-12HO-12-IND, single battery charger will be provided. The charger will
have a maximum output of 20 amps. A charge indicator will be provided on the driver side seat riser to show if
charger is operating.
The battery charger will be wired to the 120 -volt shoreline to activate automatically when power is connected.
Battery charger will be located in the front left body compartment, mounted as high as possible.
AUTO -EJECT RECEPTACLE
For the battery system, one (1) receptacle receptacle/s will be provided and located on the driver's side of the
cab, per customer requirements. The receptacle/s will be a Kussmaul Auto -Eject 20 WP.
The Auto -Eject will be connected to the vehicle start buttons so when the engine is started, the Auto -Eject
drives the shoreline connection from the inlet. The electrical inlet will include a yellow spring-loaded cover to
prevent water from entering the receptacle when the shoreline is not connected.
The electrical receptacles will be a 120 -volt, 20 amp (NEMA 5-20P) and be wired to the battery charger with
no less than 12 -gauge wire properly supported and shielded from injury.
The Kussmaul Auto -Eject will be supplied by Kussmaul with an appropriately rated mating female plug
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ALTERNATOR
A C.E. Niehoff, model N1222-5, alternator will be provided. It will have a rated output current of 290 amps as
measured by SAE method J56. Also it will have a custom three (3) -set point voltage regulator, manufactured
by C. E. Niehoff. The alternator will be connected to the power and ground distribution system with heavy-
duty cables sized to carry the full rated alternator output.
SPARE CIRCUIT
There will be two (2) pair of wires installed.
The above wires will have the following features:
Wires will be connected directly to the battery switched power.
Wires will be protected to 15 amps.
Power and ground will end iEUhe cab between the driver and officer's seat.
Termination will be with 15 -amp, power point plug/s.
Wires will be sized to 125% of the protection.
SECOND SPARE CIRCUIT
There will be two (2) pair of wires installed.
The above wires will have the following features:
Wires will be connected directly to the battery power.
Wires are protected to 15 amps.
Power and ground will end in the P3 compartment centered on the back wall, 12" up from the bottom.
Termination is with 15 -amp, power point plug/s.
Wires will be sized to 125% of the protection.
ELECTRONIC LOAD MANAGER
An electronic load management (ELM) system will be provided that monitors the vehicles 12 -volt electrical
system, automatically reducing the electrical load in the event of a low voltage condition, and automatically
restoring the shed electrical loads when a low voltage condition expires. This ensures the integrity of the
electrical system.
The system will include the following features:
System voltage monitoring.
A shed load will remain inactive for a minimum of five minutes to prevent the load from cycling on
and off.
Sixteen available electronic load -shedding levels.
Priority levels can be set for individual outputs.
High Idle will not be controlled by the load manager.
If enabled:
"Load Man Hi -Idle On" will display on the information center.
Hi -Idle will not activate until 30 seconds after engine start up.
Individual switch "on" indicator to flash when the particular load has been shed.
The information center indicates system voltage.
The information center includes a "Load Manager" screen indicating the following:
Load managed items list, with priority levels and item condition.
Individual load managed item condition:
ON = not shed
SHED = shed
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SEQUENCER
A sequencer will be provided that automatically activates and deactivates vehicle loads in a preset sequence
thereby protecting the alternator from power surges. This sequencer operation will allow a gradual increase or
decrease in alternator output, rather than loading or dumping the entire 12 -volt load to prolong the life of the
alternator.
Emergency light sequencing will operate in conjunction with the emergency master light switch. When the
emergency master switch is activated, the emergency lights will be activated one by one at half -second
intervals. Sequenced emergency light switch indicators will flash while waiting for activation.
When the emergency master switch is deactivated, the sequencer will deactivate the warning light loads in the
reverse order.
Sequencing of the following items will also occur, in conjunction with the ignition switch, at half -second
intervals:
Cab Heater and Air Conditioning
Crew Cab Heater (if applicable)
Crew cab Air Conditioning (if applicable)
Exhaust Fans (if applicable)
Third Evaporator (if applicable)
AMP DRAW REPORT
Submitted with this proposal is an itemized print out of the expected amp draw of the entire vehicle's electrical
system. Another print out will be provided at delivery.
Pierce Manufacturing will provide the following:
1) Documentation of the electrical system performance tests.
2) A written load analysis, which will include the following:
A) The nameplate rating of the alternator.
B) The alternator rating'under the conditions specified per:
NFPA 1901,1999 Edition, section I1-3.2.
C) The minimum continuous load of each component that is specified per:
NFPA 1901, 1999 Edition, section 11-3.2.
D) Additional loads that, when added to the minimum continuous load, determine the total connected
load.
E) Each individual intermittent load.
All of the above listed items will be provided per NFPA 1901, 1999 Edition, section I 1-15.
EXTERIOR LIGHTING
Exterior lighting will meet or exceed Federal Department of Transportation, Federal Motor Vehicle Safety
Standards and National Fire Protection Association requirements in effect at time of proposal.
Front headlights will be halogen, round, two (2) mounted in each front trim housing.
The directional lights will wrap-around on the outside comers of the trim housing. The headlights and
directional lights will be in the same housing assembly.
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An additional directional/marker combination light will be located on each side of cab behind the bumper.
Five (5) clearance lights and marker lights will be installed in the "eye brow" trim above the windshields. The
lights will be Grote, SuperNova, amber LED lamps.
WARNING LIGHTS (Cab Face)
Two (2) pair of Whelen model 60*OOF*R LED lights will be installed on the cab face, above the headlights,
mounted in a common bezel.
The inner lights will be additional lighting and will be red LED/clear lens.
The outer lights will be NFPA required lights and will be red LED/clear lens.
Both sets of lights will be activated by the same switch in the cab. -�
To meet NFPA requirements, any clear lights will be disabled when the parking brake is applied
BACK-UP ALARM
An ECCO, Model SA917-PM2, solid-state electronic audible back-up alarm that actuates when the truck is
shifted into reverse will be provided. The device will sound at 60 pulses per minute and automatically adjust its
volume to maintain a minimum five (5) dba above surrounding environmental noise levels.
MANUAL, FIRE APPARATUS PARTS
Two (2) custom parts manuals for the complete fire apparatus will be provided in hard copy with the completed
unit.
The manual will contain the following:
- Job number
- Part numbers with full descriptions
- Table of contents
- Parts section sorted in functional groups reflecting a major system, component, or assembly
- Parts section sorted in Alphabetical order
- Instructions on how to locate parts
The manual will be specifically written for the chassis and body model being purchased. It will not be a generic
manual for a multitude of different chassis and bodies.
SERVICE PARTS INTERNET SITE
The service parts information included in this manual is also available on the Pierce website. The website
offers additional functions and features not contained in this manual, such as digital photographs and line
drawings of select items. The website also features electronic search tools to assist in locating parts quickly.
MANUALS, CHASSIS SERVICE
Two (2) chassis service manuals containing parts and service information on major components will be
provided with the completed unit.
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The manuals will contain the following sections:
- Job number
- Table of contents
- Troubleshooting
- Front Axle/Suspension
- Brakes
- Engine
- Tires
- Wheels
- Cab
- Electrical, DC
- Air Systems
- Plumbing
- Appendix
The manual will be specifically written for the chassis model being purchased. It will not be a generic manual
for a multitude of different chassis and bodies.
MANUALS, CHASSIS OPERATION
Two (2) chassis operation manuals will be provided.
ELECTRICAL WIRING DIAGRAMS
Two (2) electrical wiring diagrams, prepared for the model of chassis and body, will be provided.
WATER TANK
Booster tank will have a capacity of 500 gallons and be constructed of polypropylene plastic by United Plastic
Fabricating, Incorporated.
Tank joints and seams will be nitrogen welded inside and out.
Tank will be baffled in accordance with NFPA Bulletin 1901 requirements.
Baffles will have vent openings at both the top and bottom to permit movement of air and water between
compartments.
Longitudinal partitions will be constructed of .38" polypropylene plastic and will extend from the bottom of the
tank through the top cover to allow for positive welding.
Transverse partitions will extend from 4.00" off the bottom of the tank to the underside of the top cover.
All partitions will interlock and will be welded to the tank bottom and sides.
Tank top will be constructed of .50" polypropylene. It will be recessed .38" and will be welded to the tank sides
and the longitudinal partitions.
Tank top will be sufficiently supported to keep it rigid during fast filling conditions.
Construction will include 2.00" polypropylene dowels spaced no more than 30.00" apart and welded to the
transverse partitions. Two (2) of the dowels will be drilled and tapped (.50" diameter, 13.00" deep) to
accommodate lifting eyes.
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A sump that is 8.00" long x 8.00" wide x 6.00" deep will be provided at the bottom of the water tank.
Sump will include a drain plug and the tank outlet.
Tank will be installed in a fabricated cradle assembly constructed of structural steel.
Sufficient crossmembers will be provided to properly support bottom of tank. Crossmembers will be
constructed of steel bar channel or rectangular tubing.
Tank will "float" in cradle to avoid torsional stress caused by chassis frame flexing. Rubber cushions, .50"
thick x 3.00" wide, will be placed on all horizontal surfaces that the tank rests on.
Stops or other provision will be provided to prevent an empty tank from bouncing excessively whilejnoving
vehicle.
Mounting system to be approved by the tank manufacturer.
Fill tower will be constructed of .50" polypropylene and will be a minimum of 8.00" wide x 14.00" long.
Fill tower will be furnished with a .25" thick polypropylene screen and a hinged cover.
An overflow pipe, constructed of 4.00" schedule 40 polypropylene, will be installed approximately halfway
down the fill tower and extend through the water tank and dump to the rear of the rear axle. Two (2) sleeves
will be provided in the water tank for plumbing to the rear.
WATER TANK WARRANTY
The tank will have a lifetime warranty.
HOSE BED
The hose body will be fabricated of. 125"-5052 aluminum with a 38,000 psi tensile strength.
The hose body width will be 68.00" inside and the upper and rear edges of side panels have a double break for
rigidity.
The upper inside area of the beavertails will be covered with polished stainless steel to prevent damage to
painted surface when hose is removed.
The flooring of the hose bed will be removable aluminum grating with the top surface corrugated to aid in hose
aeration. The grating slats will be .50" x 4.50" with spacing between the slats for hose ventilation.
Hose bed will accommodate 1000' of 5" LDH, and 600' of 2.5' DJ in a split load.
Two (2) adjustable hosebed dividers will be used to separate the hose.
Each divider will be constructed of a.125" brushed aluminum sheet fitted and welded into a slotted, radiused
extrusion along the top, bottom and rear edge.
Partition will be fully adjustable by sliding in tracks, located at the front and rear of the hose bed.
Divider will be held in place by tightening two (2) bolts, one (1) at each end.
Acorn nuts will be installed on all bolts in the hose bed that have exposed threads.
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HOSE BED COVER
The red hose bed cover will be furnished with lift -a -dot fasteners across the front and sides. A flap will be
furnished at the rear of the hose bed cover. The rear flap will have a chain weight and two shock cord hold-
downs.
RUNNING BOARDS
Running boards will be fabricated of. 125" bright aluminum treadplate.
Each running board will be supported by a welded 2.00" square tubing and channel assembly, which will be
bolted to the pump compartment substructure.
Running boards will be 12.75" deep aW spaced .50" away from the pump panel. _y
A splashguard will be provided above the running board treadplate.
TAILBOARD
Rear step will also be constructed of .125" bright aluminum treadplate and spaced .50" from the body, as well as
supported by a structural steel assembly.
The rear tailboard will be 24.00" deep and 8.00" to the rear of the extended side compartments.
The exterior side will be flanged down and in.
Flanges will not be notched.
Entire rear surface between the beavertails will be covered with bright aluminum treadplate to protect the
painted surface when removing hose.
Inside surface of each beavertail in the hose bed area will be covered with polished stainless steel to protect the
paint finish.
The remaining inside surface of the beavertails will be covered with bright aluminum treadplate.
TOW BAR
A tow bar will be installed under the tailboard at center of truck.
Tow bar will be fabricated of 1.00" CRS bar rolled into a 3.00" radius.
Tow bar assembly will be constructed of .38" structural angle. When force is applied to the bar, it will be
transmitted to the frame rail.
Tow bar assembly will be designed and positioned to allow up to a 30 -degree upward angled pull of 17,000
pounds, or a 20,000 -pound straight horizontal pull in line with the centerline of the vehicle.
Tow bar design will have been fully tested and evaluated using strain gauge testing and finite element analysis
techniques.
COMPARTMENTATION
Body and compartments will be fabricated of.125", 5052-1-132 aluminum with a tensile strength range of 31,000
to 38,000 psi.
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Side compartments will be an integral assembly with the rear fenders.
Circular fender liners will be provided for prevention of rust pockets and ease of maintenance.
Compartment flooring will be of the sweep out design with the floor higher than the compartment door lip.
The compartment door opening will be framed by flanging the edges in 1.75" and bending out again .75" to
form an angle.
Drip protection will be provided above the doors by means of bright aluminum extrusion, formed bright
aluminum treadplate or polished stainless steel.
The top of the compartment will be covered with bright aluminum treadplate rolled over the edges o% -the front,
rear and outward side. These covers will have the corners "TIG" welded.
Side compartment covers will be separate from the compartment tops.
Front facing compartment walls will be covered with bright aluminum treadplate.
All screws and bolts that protrude into a compartment will have acorn nuts on the ends to prevent injury.
UNDERBODY SUPPORT SYSTEM
Due to the severe loading requirements of this pumper a method of body and compartment support suitable for
the intended load will be provided.
The backbone of the support system will be the chassis frame rails, which is the strongest component of the
chassis and is designed for sustaining maximum loads.
The support system will include .375" thick steel vertical angle supports bolted to the chassis frame rails with
.625" diameter bolts.
Attached to the bottom of the steel vertical angles will be horizontal angles, with gussets welded to the vertical
members, which extend to the outside edge of the body.
A steel frame will be mounted on the top of these supports to create a "floating substructure" which will result
in a 500 -pound equipment support rating per lower compartment.
The "floating substructure" will be separated from the horizontal members with neoprene elastomer isolators.
These isolators will reduce the natural flex stress of the chassis from being transmitted to the body.
Isolators will have a broad load range, proven viability in vehicular applications, be of a fail-safe design and
allow for all necessary movement in three (3) transitional and rotational modes.
The neoprene isolators will be installed in a modified "V" three (3) -point mounting pattern to reduce the natural
flex of the chassis being transmitted to the body.
A design with body compartments hanging on the chassis in an unsupported fashion will not be acceptable.
AGGRESSIVE WALKING SURFACE
All exterior surfaces designated as stepping, standing, and walking areas will comply with the required average
slip resistance of NFPA section 13-7.3.
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LOWERS
All body compartments will have a minimum of one (1) set of louvers stamped into a wall to provide the proper
airflow inside the compartment and to prevent water from dripping into the compartment. These louvers will be
formed into the metal and not added to the compartment as a separate plate.
TESTING OF BODY DESIGN
Body structural analysis has been fully tested. Proven engineering and test techniques such as finite element
analysis, stress coating and strain gauging have been performed with special attention given to fatigue, life and
structural integrity of the cab, body and substructure.
Body will be tested while loaded to its greatest in-service weight.
The criteria used during the testing procedure will include:
- Raising opposite corners of the vehicle tires 9.00" to simulate the twisting a truck may experience when
driving over a curb.
- Making a 90 -degree turn, while driving at 20 mph to simulate aggressive driving conditions.
- Driving the vehicle at 35 mph on a "washboard" road.
- Driving the vehicle at 55 mph on a smooth road.
- Accelerating the vehicle fully, until reaching the approximate speed of 45 mph on rough pavement.
Evidence of actual testing techniques will be made available upon request.
BODY WARRANTY
Except as provided below, and provided the vehicle will have been placed in service within 60 days after
delivery to the original purchaser as established by our original invoice, for a period of ten (10) years after
delivery to the original purchaser or the first 100,000 miles of use, whichever fust occurs, Pierce
Manufacturing Inc. ("Pierce") warrants to the user that its second generation body and/or heavy duty rescue
body are free of defects in design and workmanship in body tubular support, mounting structures and other
structural components identified in Pierce specifications. This limited warranty will apply only if the vehicle is
properly maintained and used in service that is normal to the particular vehicle. Normal service means service
that does not subject the vehicle to stresses or impacts greater than normally result from the careful use of the
vehicle or chassis. If the buyer discovers a defect or nonconformity it must notify Pierce in writing within 30
days after the date of discovery. This limited warranty is not transferable by the first user.
A copy of the Pierce warranty is included with this proposal.
COMPARTMENTATION. DRIVER'S SIDE
A full height, roll -up door compartment ahead of the rear wheels will be provided. The interior dimensions of
this compartment will be 34.50" wide x 66.13" high x 25.75" deep in the lower 58.25" of the compartment and
15.63" deep in the remaining upper portion. The depth of the compartment will be calculated with the
compartment door closed. The compartment interior will be fully open from the compartment ceiling to the
compartment floor and designed so that no permanent dividers are required between the upper and lower
sections. The clear door opening of this compartment will be 28.75" wide x 58.25' high.
Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be
accomplished with one hand.
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A roll -up door compartment over the rear wheels will be provided. The interior dimensions of this
compartment will be 66.50" wide x 31.38" high x 25.75" deep in the lower 25.38" of the compartment and
15.63" deep in the remaining upper portion. The depth of the compartment will be calculated with the
compartment door closed. The clear door opening of this compartment will be 58.25" wide x 25.12" high.
Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be
accomplished with one hand.
A full height, roll -up door compartment behind the rear wheels will be provided. The interior dimensions of
this compartment will be 47.50" wide x 66.13" high x 25.75" deep in the lower 58.25" of the compartment and
15.63" deep in the remaining upper portion. The depth of the compartment will be calculated with the
compartment door closed.
Thee_comparLment interior,.wilLbe.fullyopen from the compartment ceiling to the-compartment-floor-and-
designed
he-compartment floor-andesigned so that no permanent dividers are required between the upper and lower sections. The clear door
opening of this compartment will be 44.75" wide x 58.25" high.
Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be
- accomplished with one hand.
COMPARTMENTATION, PASSENGER'S SIDE
A full height, roll -up door compartment ahead of the rear wheels will be provided. The interior dimensions of
this compartment will be 34.50" wide x 66.13" high x 25.75" deep in the lower 58.25" of the compartment and
15.63" deep in the remaining upper portion. The depth of the compartment will be calculated with the
compartment door closed. The compartment interior will be fully open from the compartment ceiling to the
compartment floor and designed so that no permanent dividers are required between the upper and lower
sections. The clear door opening of this compartment will be 28.75" wide x 58.25" high. Closing of the door
will not require releasing, unlocking, or unlatching any mechanism and will easily be accomplished with one
hand.
-A-roll-up door_ compartment over the rear wheels willbe provided: -The interior dimensions of this
compartment will be 66.50" wide x 31.38" high x 25.75" deep in the lower 25.38" of the compartment and
15.63" deep in the remaining upper portion. The depth of the compartment will be calculated with the
compartment door closed. The clear door opening of this compartment will be 58.25' wide x 25.12" high.
Closing of the door will not require releasing, unlocking, or unlatching any mechanism and will easily be
accomplished with one hand.
A full height, roll -up door compartment behind the rear wheels will be provided. The interior dimensions of
this compartment will be 47.50" wide x 66.13" high x 25.75" deep in the lower 58.25' of the compartment and
15.63" deep in the remaining upper portion. The depth of the compartment will be calculated with the
compartment door closed. The compartment interior will be fully open from the compartment ceiling to the
compartment floor and designed so that no permanent dividers are required between the upper and lower
sections. The clear door opening of this compartment will be 44.75` wide x 58.25" high. Closing of the door
will not require releasing, unlocking, or unlatching any mechanism and will easily be accomplished with one
hand.
ROLL -UP DOOR, SIDE COMPARTMENTS
Six (6) compartment doors will be installed on the side compartments, double faced, aluminum construction, an
anodized satin finish and manufactured by A&A Manufacturing (Gortite).
Lath sections will be an interlocking rib design and will be individually replaceable without complete
disassembly of door.
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Between each slat at the pivoting joint will be a PVC inner seal to prevent metal -to -metal contact and prevent
dirt or moisture from entering the compartments. Seals will allow door to operate in extreme temperatures
ranging from plus 180 to minus 40 degrees Fahrenheit. Side, top and bottom seals will be provided to resist
ingress of dirt and weather and be made of Santoprene.
All hinges, barrel clips and end pieces will be nylon 66. All nylon components will withstand temperatures from
plus 300 to minus 40 degrees Fahrenheit. Hardened plastic will not be acceptable.
A polished stainless steel lift bar with locking key latches shall be provided for each roll -up door. The keys,
- shall be model #1250 to match all compartment doors. The lift bar will be located at the bottom of door and
have latches on the outer extrusion of the doors frame. A ledge will be supplied over lift bar for additional area ._
to aid in closing the door.
Door(s) will be constructed from an aluminum box section. The exterior surface of each slat will be flat. The
interior surfaces will be concave to provide strength and prevent loose equipment from jamming the door from
.inside - - �""-----
To conserve space in the compartment(s), the spring roller assembly will not exceed 3.00" in diameter. A roll -
up door that retracts below the compartment ceiling (garage door style) will not acceptable.
The header for the roll -up door assembly will not exceed 4.00".
A heavy-duty magnetic switch will be used for control of "open compartment door" warning lights.
All mechanical components of the door will be warranted to be free from defects in materials and workmanship
for the lifetime of the vehicle. All parts covered under this warranty will be to the original owner.
Except as provided below, and provided the vehicle has been placed in service within 60 days after delivery to
the original purchaser as established by our original invoice, for a period of six (6) years after delivery to the
original purchaser, A&A Manufacturing Inc. ("A&A") wan -ants to the user that its roll up doors (if painted) are
free of blistering, peeling, bubbling, or any other adhesion defect caused by defective manufacturing methods or
paint material selection for exterior surfaces of the roll up doors. This limited warranty will apply only if the
vehicle is properly maintained and used in service that is normal to the particular vehicle. Normal service
means service, which does not subject the vehicle to stresses or impacts greater than normally result from the
careful use of the vehicle. If the buyer discovers a defect or nonconformity, the buyer must notify Pierce in
writing within 30 days after the date of discovery. This limited warranty is not transferable by the first user and
is applicable to the vehicle in the following percentage costs of warranty repair, if any:
Months Adhesion Blistering Bubbling Corrosion Cracking Gloss Color Retention
0 to 12
100%
100%
100%
100%
100%
100%
100%
13 to 24
100%
100%
1000/0
1000/0
1000/0
1000/0
100%
25 to 36
100%
100%
100%
100%
100%
100%
100%
37 to 48
50%
50%
50%
50%
100%
100%
100%
49 to 60
25%
25%
25%
25%
50%
501/6
50010
61 to 72
25%
25%
25%
25%
50%
50%
50%.
In addition, the door shall also be warranted against corrosion perforation for a period of ten (10) years.
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COMPARTMENTATION. REAR
A roll -up door compartment above the rear tailboard will be provided.
The interior dimensions of this compartment will be 40.00" wide x 40.63" high x 25.88" deep in the lower
32.38" of height and 15.75" deep in the remaining upper portion. The depth of the compartment will be
calculated with the compartment door closed.
A louvered, removable access panel will be furnished on the back wall of the compartment.
The rear compartment will be open into the rear side compartments.
The clear door opening of this compartment will be 33.25" wide x 32.38" high.
Clos pg of the r will n
%,W,guire releasing, unlocacing,_or: unlatching any -mechanism and«will easily be
accomplished with one hand.
The roll -up door will be of an anodized satin finish, double faced, aluminum construction and manufactured by
A&A Manufacturing (Gortite).
Lath sections will be an interlocking rib design and will be individually replaceable without complete
disassembly of door.
Between each slat at the pivoting joint will be a PVC inner seal to prevent metal -to -metal contact and prevent
dirt or moisture from entering the compartments. Seals will allow door to operate in extreme temperatures
ranging from plus 180 to minus 40 degrees Fahrenheit. Side, top and bottom seals will be provided to resist
ingress of dirt and weather and be made of Santoprene.
All hinges, barrel clips and end pieces will be nylon 66. All nylon components will withstand temperatures from
plus 300 to minus 40 degrees Fahrenheit. Hardened plastic will not be acceptable. - - ---- -
A polished stainless steel lift bar with locking key latches shall be provided for each roll -up door. The keys
shall be model # 1250 to match all compartment doors. The lift bar will be located at the bottom of door and
have latches on the outer extrusion of the doors frame. A ledge will be supplied over lift bar for additional area
to aid in closing the door.
Door(s) will be constructed from an aluminum box section. The exterior surface of each slat will be flat. The
interior surfaces will be concave to provide strength and prevent loose equipment from jamming the door from
inside.
To conserve space in the compartment(s), the spring roller assembly will not exceed 3.00" in diameter. A roll -
up door that retracts below the compartment ceiling (garage door style) will not acceptable.
The header for the roll -up door assembly will not exceed 4.00".
A heavy-duty magnetic switch will be used for control of "open compartment door" warning lights.
All mechanical components of the door will be warranted to be free from defects in materials and workmanship
for the lifetime of the vehicle. All parts covered under this warranty will be to the original owner.
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SCUFFPLATE
Polished stainless steel scuffplates will be provided on the rear of the body. The upper 7.00" of each rear body
bulkhead will be covered.
PULLOUT TRAY
There will be five (5) slide -out trays with 2.00" sides and a capacity of 500 pounds provided. Capacity rating
will be in the extended position.
Slides will be General Device ball bearing type for ease of operation and years of dependable service.
Automatic locks will be provided for both the "in" and 'but" positions. The trip mechanism for it will be
located at the front of the tray for ease of use with a gloved hand.
Tray location will be D1, D3, P1, P3, and R1.
Heavy-duty steel angle iron assembly will support the body under the compartment floor. It will be attached to
the chassis frame for load transfer and to reduce stress on body.
SLIDE-OUT/TILT-DOWN TRAY
There will be two (2) slide -out trays provided.
The capacity rating (in the extended position) will be 215 pounds minimum.
Approximately two-thirds of the tray will slide -out from its stored position and will tilt 30 degrees down from
horizontal. The vertical position within the compartment will be adjustable.
Construction will consist of .188" thick aluminum for the tray bottom and end, and special aluminum extrusions
for the tray sides, front and tracks.
The tray corners will be welded for strength and rigidity.
The tray will be equipped with ball bearing rollers for smooth operation.
Two spring-loaded locks will be provided at the front of the tray, one on each end.
Rubber padded stops will be provided for both the in out tray position.
The tray(s) will be located in the over -the -wheel compartments, D2, P2.
BACKBOARD STORAGE
A transverse area over the pump and rearward will hold two (2) backboards.
A blister will be supplied at each side to enclose the backboard due to its length.
The backboards will be accessible from the either side of the vehicle through stainless steel doors.
The size of the backboards are 2" x 18" x 72".
PARTITION. TRANSVERSE REAR COMPARTMENT
Two (2) partitions will be bolted in place to separate both side rear compartments from the rear tailboard
compartment.
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PARTITION, VERTICAL COMPARTMENT
One (1) partition will be bolted in D3, 12 inches from the rear wall. Each partition will be the full vertical
height of the compartment.
SLIDE OUT TOOL BOARD
A slide out aluminum tool board will be provided.
It will be a minimum of. 188" thick with .203" diameter holes in a pegboard pattern with 1.00" centers between
holes.
A 1.00" x 1.00" aluminum tube frame will be welded to the edge of the pegboard.
The board will be mounted on a General Device track on the bottom to allow easy extension and retraction with
a maximum tool load of 250 lb.
The board will have positive lock in the stowed and extended position.
There will be one (1) provided.
Tool board will be located in D3 on the wheel well side of the partition.
ADJUSTABLE SHELVES
There will be eight (8) shelves, with a minimum capacity of 215 pounds provided. The shelf construction will
consist of .125' pan -shaped aluminum with 2.00" sides. Each shelf will be infinitely adjustable by means of a
threaded fastener, which slides in a track.
The location will be two each in DI, D3, P1, and P3.
MOUNTING TRACKS
There will be four (4) sets of tracks for mounting shelf(s) in all compartments with shelves. These tracks will
be installed vertically to support the adjustable shelf(s).
RUB RAIL
Bottom edge of the side compartments will be trimmed with a bright aluminum extruded rub rail.
Trim will be 2.12" high with 1.38" flanges turned outward for rigidity.
The rub rails will not be an integral part of the body construction, which allows replacement in the event of
damage.
BODY FENDER CROWNS
Stainless steel fender crowns will be provided around the rear wheel openings.
A rubber welting will be installed between the body and the crown to seal the seam and restrict moisture from
entering.
A dielectric barrier will be provided between the fender crown fasteners (screws) and the fender sheet metal to
prevent corrosion.
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HANDRAILS
The handrails will be 1.25" diameter anodized aluminum extrusion, with a ribbed design, to provide a positive
gripping surface.
Chrome plated end stanchions will support the handrail. Plastic gaskets will be used between end stanchions
and any painted surfaces.
Drain holes will be provided in the bottom of all vertically mounted handrails.
- One (1) handrail will be provided on each side of the top mount control panel.
- One (1) vertical handrail, not less than 29.00" long, will be located on each rear beavertail.
- One (1) full width horizontal handrail will be provided below the hose bed at the rear of the apparatus.
AIR BOTTLE STORAGE (Single bottle)
A total of four (4) air bottle compartments will be provided. Air bottle compartments will be located in the
body side fender panels. The air bottle compartment will be in the form of a round tube, 7.63" diameter, and
will be of adequate depth to accommodate different size air bottles. The flooring will be rubber lined and have
a drain hole. A stainless steel door with a chrome -plated latch will be provided to contain the air bottle. A
dielectric barrier will be provided between the door hinge, hinge fasteners and the body sheet metal.
LADDER STORAGE
The ladders will be stored in a tunnel through the water tank and accessed at the rear.
The ladders will extend into the pump compartment just to the rear of the water pump.
Ladder will be stored horizontally stacked.
Ladders will be secured from moving forward during travel.
Rear of ladder storage area will have a hinged bright aluminum treadplate door with latches for access to the
ladders.
PIKE POLE STORAGE
Aluminum tubing will be used for the storage of two (2) pike poles and will be located in the ladder storage
area. If the head of a pike pole can come in contact with a painted surface, a stainless steel scuffplate will be
provided.
STEPS
A bright finished folding type step will be provided on the front of each fender compartment.
REAR FOLDING STEPS
Chrome folding steps will be provided at the rear. All steps will provide adequate surface for stepping.
Two (2) additional folding steps will be located on the front of the body each side.
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PUMP
Pump will be a Waterous CSUY, 2000 gpm, single stage midship mounted centrifugal type.
Pump will be the class "A" type.
Pump will deliver the percentage of rated discharge at pressure indicated below:
- 100% of rated capacity at 150 psi net pump pressure.
- 70% of rated capacity at 200 psi net pump pressure.
- 50% of rated capacity at 250 psi net pump pressure.
Pump body will be close -grained gray iron, bronze fitted, and will be horizontally split in two (2) sections for
easy removal of the entire impeller shaft assembly (including wear rings).
Pump will be designed for complete servicing from the bottom of the truck, without disturbing the pump setting
or apparatus piping.
Pump case halves will be bolted together on a single horizontal face, to minimize chance of leakage and
facilitate ease of reassembly. No end flanges may be used.
Discharge manifold of the pump will be cast as an integral part of the pump body assembly, and will provide a.
minimum of three (3) 3.50" openings, for flexibility in providing various discharge outlets for maximum
efficiency.
The 3.50" openings will be located as follows: one (1) outlet to the right of the pump, one (1) outlet to the left
of the pump, and one (1) outlet directly on top of the discharge manifold.
Impeller shaft will be stainless steel accurately ground to size, and supported at each end by oil or grease
lubricated, anti -friction ball bearings, for rigid precise support. Impeller will have flame -plated hubs assuring
maximum pump life and efficiency, despite any presence of abrasive matter in the water supply.
Bearings will be protected from water and sediment by suitable stuffing boxes, flinger rings, and oil seals. No
special or sleeve type bearings will be used.
Pump will be equipped with a self-adjusting, maintenance -free, mechanical shaft seal.
The mechanical seal will consist of a flat, highly polished, spring fed carbon ring that rotates with the impeller
shaft. The carbon ring will press against a highly polished stainless steel stationary ring that is sealed within the
pump body.
In addition, a throttling ring will be pressed into the steel chamber cover, providing a very small clearance
around the rotating shaft in the event of a mechanical seal failure. The pump performance will not deteriorate,
nor will the pump lose prime, while drafting if the seal fails during pump operation.
Wear rings will be bronze and easily replaceable to restore original pump efficiency and eliminate the need to
replace the entire pump casing due to wear.
PUMP TRANSMISSION
The pump transmission will be made of a three (3) piece, high tensile gray iron, horizontally split casing.
Power transfer to pump will be through a pressure lubricated, Morse HY-VO drive chain. By the use of a chain
rather than gears, 50% of the sprocket will be accepting or transmitting torque, compared to two (2) or three (3)
teeth doing all the work.
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Drive shafts will be 2.35" diameter hardened and ground alloy steel and supported by ball bearings. The case
will be designed to eliminate the need for water-cooling.
AIR PUMP SHIFT
Pump shift engagement will be made by a two (2) position sliding collar, actuated pneumatically (by air
pressure), with a three (3) position air control switch located in the cab. A manual back-up shift control will
also be located on the driver's side pump panel.
Two (2) indicator lights will be provided adjacent to the pump shift inside the cab. One (1) green light will
indicate the pump shift has been completed and be labeled "pump engaged". The second green light will --
indicate when the pump has been engaged, and that the chassis transmission is in pump gear. This indicator
light will be labeled "OK to pump".
Another green indicator light will be installed adjacent to the hand throttle on the pump panel and indicate either
the pump is engaged and the road transmission is in pump gear, or the road transmission is in neutral and the
pump is not engaged. This indicator light will be labeled "Warning: Do not open throttle unless light is on".
TRANSMISSION LOCK-UP
The direct gear transmission lock-up for the fire pump operation will engage automatically when the pump shift
control, in the cab, is activated.
AUXILIARY COOLING SYSTEM
A supplementary heat exchange cooling system will be provided to allow the use of water from the discharge
side of the pump for cooling the engine water. The heat exchanger will be cylindrical type and will be a
separate unit. The heat exchanger will be installed in the pump or engine compartment with the control located
on the pump operator's control panel. Exchanger will be plumbed to the master drain valve. The engine water
lines will be run inside plastic conduit.
INTAKE RELIEF VALVE
An Elkhart relief valve will be installed on the suction side of the pump preset at 125 psig.
Relief valve will have a working range of 75 psig to 250 psig.
Outlet will terminate below the framerails with a 2.50" National Standard hose thread adapter and will have a
"do not cap" warning tag.
Control will be located behind an access door at the right (passenger's) side pump panel.
PRESSURE GOVERNOR
A DDEC electronic pressure sensing governor (PSG) system will be provided. The PSG system will eliminate
the need for a discharge pressure relief valve.
The pressure governor system will be connected directly to the engine mounted Electronic Control Module
(ECM) or may be an integral part of the engine ECM. A pressure transducer will be installed in the water
discharge manifold on the pump. The transducer continuously monitors pump pressure sending a signal to the
pressure governor. The pressure governor then sends a signal to the engine ECM, which modulates fueling in
order to maintain a set pressure or engine speed (within enginetpump operating capabilities). There will be no
user serviceable items or maintenance required on the PSG system. The PSG system will not require a
mechanical. drive, oil, or air supply for a means of control.
The pressure sensor governor system will be operable only after the vehicle parking brake has been set, the
transmission is the pumping mode, and the fire pump has been engaged.
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The pressure sensor governor system will have two (2) modes of operation: pressure mode or rpm mode.
When in the pressure mode, the PSG system will automatically maintain the discharge pressure set by the
operator regardless of flow (within engine/pump operating capabilities).
In the rpm mode, the PSG system will automatically maintain a set engine speed, regardless of engine load
(within engine operation capabilities).
A pump cavitation protection feature will be provided which will return the engine to idle should the pump
cavitate.
A VHS videotape describing the operation, of the pressure governor, and troubleshooting procedures -will also
be provided with the apparatus.
ESP PRIMING PUMP
Priming pump will be a positive displacement vane type, electrically driven, and conforming to standards
outlined in NFPA pamphlet # 1901.
One (1) priming control will open the priming valve and start the priming motor.
Primer will be environmentally safe and self-lubricating.
RECIRCULATING LINE, WITH CHECK VALVE
A .50" diameter recirculating line, from the pump to the water tank, will be furnished with a control installed at
the pump operator's control panel. A check valve will be provided in this line to prevent the back flow of water
from the tank to the pump if the valve is left in the open position.
PUMP WARRANTY
A Waterous five (5) year warranty will be provided for the pump.
PUMP MANUALS
Two (2) pump manuals from the pump manufacturer will be furnished in compact disc fonnat with the
apparatus. The manuals will cover pump operation, maintenance, and parts.
PUMP TEST
The pump will be tested, approved and certified by an independent third party testing agency at Pierce's
expense. The test results along with the pump manufacturer's certification of hydrostatic test, the engine
manufacturePs certified brake horsepower curve and the manufacturer's record of pump construction details will
be forwarded to the Fire Department.
PLUMBING
All inlet and outlet plumbing, 3.00" and smaller, will be plumbed with either stainless steel pipe or synthetic
rubber hose reinforced with high tensile polyester braid. Small diameter secondary plumbing such as drain
lines will be stainless steel, brass or hose.
Where vibration or chassis flexing may damage or loosen piping or where a coupling is required for servicing,
the piping will be equipped with victaulic or rubber couplings.
Plumbing manifold bodies will be ductile cast iron or stainless steel.
All lines will drain through a master drain valve or will be equipped with individual drain valves.
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All individual drain lines for discharges will be extended with a hose to drain below the chassis frame.
All water carrying gauge lines will be of flexible polypropylene tubing.
PUMP PLUMBING WARRANTY
Except as provided below, and provided the vehicle will have been placed in service within sixty (60) days after
delivery to the original purchaser as established by our original invoice, for a period ending on the first to occur
of the expiration of ten years or 100,000 miles of vehicle use after delivery to the original purchaser, Pierce
Manufacturing Inc. ("Pierce") warrants to the user that the stainless steel piping that is 3.00" and smaller in
diameter in its first Fire and Rescue Apparatus vehicles will be free of structural failures caused by defective
design, workmanship, or perforation caused by corrosion. This limited warranty will apply -only if the vehicle is
properly maintained and used in service that is normal to the particular vehicle. Normal service means service
that does not subject the vehicle to stroses or impacts greater than normally result from the careful -we of the
vehicle or chassis. If the buyer discovers a defect or nonconformity it must notify Pierce in writing within thirty
(30) days after the date of discovery. This limited warranty is not transferable by the fust user.
Pierce's obligation under this warranty is limited to repairing or replacing without charge, as Pierce may elect,
the stainless steel piping or components which Pierce determines to have failed due to defective design,
workmanship, or perforation caused by corrosion.
A copy of the Pierce warranty is included with this proposal.
MAIN PUMP INLETS
A 6.00" pump manifold inlet will be provided on each side of the vehicle. The suction inlets will include
removable die cast zinc screens that are designed to provide cathodic protection for the pump, thus reducing
corrosion in the pump.
The main pump inlets will have National Standard Threads with a long handle chrome cap.
The cap shall be the Pierce VLH, -which incorporates a patent pending thread design to automatically relieve
stored pressure in the line when disconnected.
SHORT SUCTION TUBE
The suction tubes on the midship pump will have "short" suction tubes to allow for installation of adapters
without excessive overhang.
VALVES
All ball valves will be Akron Brass. The Akron valves will be the 8000 series heavy-duty style with a nickel -
chrome plated brass ball and a simple two -seat design. No lubrication or regular maintenance is required on the
valve.
INLET (Left side)
On the left side pump panel will be one (1) - 2.50" auxiliary suction, terminating in 2.50" National Standard
Hose Thread. The auxiliary suction will be provided with a strainer, chrome swivel and plug.
INLET (Right side)
On the right side pump panel will be one (1) - 2.50" auxiliary suction, terminating in 2.50" National Standard
Hose Thread. The auxiliary suction will be provided with a strainer, chrome swivel and plug.
Inlet valve location will be behind the pump panel.
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INLET CONTROL
Gating will be accomplished at the top -mount control panel by means of a control lever, similar to that used for
the discharges.
INLET BLEEDER VALVE
A.75" ball type bleeder valve will be provided for each side gated inlet. The valves will be located behind the
panel with a handwheel type knob for the control extended to the outside of the panel. The water that is
discharged by the valve will be routed below the chassis Game rails.
TANK TO PUMP
The booster tank will be connected to the intake side of the pump with heavy duty piping and a quarter turn
3.00" full flow line valve with the control remotely located at the operator's panel. Tank to pump line to run
straight (no elbows) from the pump in_tp the front face of the water tank and angle down into the tank --sump. A
rubber coupling will be included in this line to prevent damage from vibration or chassis flexing.
A check valve will be provided in the tank to pump supply line to prevent the possibility of "back filling" the
water tank.
TANK REFLLL
A 1.50" combination tank refill and pump re -circulation line will be provided, using a quarter -turn full flow ball
valve controlled from the pump operator's panel.
DISCHARGE OUTLETS (Left Side)
There will be two (2) discharge outlets with a 2.50" valve on the left side of the apparatus, terminating with a
male 2.50" National Standard hose thread adapter.
DISCHARGE OUTLETS (Richt Side)
There will be one (1) discharge outlet with a 2.50" valve on the right side of the apparatus, terminating with a
male 2.50" National Standard hose thread adapter.
DISCHARGE OUTLET, 4.00"
There will be a 4.00" discharge outlet with a 4.00" Akron valve installed on the right side of the apparatus,
terminating with male a 4.00" National Standard hose thread adapter. This discharge outlet will be actuated
with a handwheel control at the pump operator's control panel.
An indicator will be provided to show when the valve is in the closed position.
DISCHARGE OUTLET (Front)
There will be a 1.50" gated discharge outlet, with a swivel, piped to a driver's side front bumper tray. Plumbing
will consist of 2.00" piping and flexible hose according to the design requirements of the chassis. A fabricated
weldment made of black iron pipe is used in the plumbing where appropriate. A 2.00" full flow ball valve
controlled at the pump operator's panel is used in the outlet plumbing. Automatic drains will be provided at all
low points of piping.
DISCHARGE OUTLET (Rear)
There will be two (2) discharge outlets piped to the rear of the hose bed, on one (1) each side, installed so
proper clearance is provided for spanner wrenches or adapters. Plumbing will consist of 2.50" piping along
with a 2.50" full flow ball valve with the control from the pump operator's panel.
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DISCHARGE CAPS
Chrome plated, rocker lug, caps with chains will be furnished for all side discharge outlets.
The caps will be the Pierce VLH, which incorporates a patent pending thread design to automatically relieve
stored pressure in the line when disconnected.
OUTLET BLEEDERS
A .75", quarter turn type, bleeder valve will be provided for each outlet 1.50" or larger. Automatic drain valves
may be used with some outlets where appropriate.
The valves will be located behind the panel with a handwheel type control extended to the outside of the side
pump panel. Bleeders will be located in a horizontal line at the bottom of the pump panel. They will be
properly labeled identifying the discharge they are plumbed in to. The water discharged by the bleeders will be
routed below the chassis frame rails.
ELBOWS, LEFT SIDE OUTLETS
The 2.50" discharge outlets, located on the left side pump panel, will be furnished with a 2.50"(F) National
Standard hose thread x 2.50"(M) National Standard hose thread, chrome plated, 45 degree elbow.
The elbow will be the Pierce VLH, which incorporates a patent pending thread design to automatically relieve
stored pressure in the line when disconnected.
ELBOWS, RIGHT SIDE OUTLETS
The 2.50" discharge outlets, located on the right side pump panel, will be furnished with a 2.50"(F) National
Standard hose thread x 2.50"(M) National Standard hose thread, chrome plated, 45 degree elbow.
The elbow will be the Pierce VLH, which incorporates a patent pending thread design to automatically relieve
stored pressure in the line when disconnected.
ELBOWS, REAR OUTLETS
The 2.50" discharge outlets, located at the rear of the apparatus, will be furnished with a 2.50"(F) National
Standard hose thread x 2.50"(M) National Standard hose thread, chrome plated, 45 -degree elbow.
The elbow will be the Pierce VLH, which incorporates a patent pending thread design to automatically relieve
stored pressure in the line when disconnected.
ELBOW, 4.00" OUTLET
The 4.00" outlet will be furnished with a 4.00"(F) National Standard hose thread x 5.00" Storz elbow adapter
with Storz cap.
DISCHARGE OUTLET CONTROLS
The discharge outlets will incorporate a quarter -turn ball valve with the control located at the pump operator's
panel. The valve operating mechanism will indicate the position of the valve.
If a handwheel control valve is used, the control will be a minimum of a 3.9" diameter chrome plated
handwheel with a dial position indicator built in to the center of the handwheel.
DELUGE RISER
A 3.00" deluge riser will be installed above the pump in such a manner that a monitor can be mounted and used
effectively. Piping will be rigidly braced and installed securely so no movement develops when the line is
charged.
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The riser will be gated and controlled at the pump operator's panel.
The deluge riser will have male National Pipe Threads for mounting the monitor.
SPEEDLAYS WITH TRAY
Ahead of the pump enclosure will be two (2) 1.75" speedlay hose beds. Each bed will have a 2.00" preconnect
line with a 2.00" quarter -turn ball valve and terminate with a 1.50" National Standard hose thread 90 -degree
swivel. The swivel will be located at the top of the speedlay compartment to allow easy removal of the hose in
either direction.
Individual controls for the speedlays will be at the pump operator's panel.
Each compartment will be capable of gxTying 200 feet of 1.75" double -jacketed hose with the one
compartment located above the other.
A removable tray will be provided for each speedlay hosebed. The speedlay trays will be constructed of black
poly to provide a lightweight sturdy tray. Two (2) hand holes will be in the floor and additional hand holes will
be provided in the sides for easy removal and installation from the compartment. The floor of the trays will be
perforated to allow for drainage and hose drying. The bottom of the speedlay compartments will be lined with
stainless steel to allow the tray to slide with ease. Scuffplates will be provided on both sides, at the sides and
bottom of each opening to protect the paint.
PUMP COMPARTMENT
The pump compartment will be separate from the hose body and compartments so that each may flex
independently of the other. It will be a fabricated assembly of steel tubing, angles and channels, which
support both the fire pump and the side running boards.
Compartment will be mounted on chassis frame rails with rubber biscuits in a four -point pattern to allow for
chassis frame twist.
Pump compartment, pump, plumbing and gauge panels must be removable from the chassis as a single
assembly.
PUMP MOUNTING
Pump will be mounted to a substructure, which will be mounted to the chassis frame rail using rubber
isolators. The mounting will allow chassis fi-ame rails to flex independently without damage to the fire pump.
PUMP CONTROL PANELS (Toa Mount)
All pump controls and gauges to be properly marked and located above the pump to the rear of the walkway.
Operator to face the rear of the truck when viewing the control panel from the operating position.
The control panel will be in two planes.
Both planes to be full width of the pump house.
The upper plane will contain the pump master gauges, engine monitoring gauges, electrical switches, and
foam controls (if applicable). The upper plane will be hinged at the bottom with a full-length stainless steel
hinge. The fasteners used to hold the panel in the upright position will be quarter turn type. Vinyl covered
cable or chains will be used to hold the gauge panel in the dropped position.
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The lower plane is to contain all the line pressure gauges and valve control rods. The line pressure gauge will
be mounted directly below the corresponding discharge control handle and recessed within the same chrome
plated casting for quick identification. All outlet and inlet controls will be the lever type with direct linkage
utilizing bell cranks and universal swivels to the valve itself. The control levers will be made of a.62"
(minimum) stainless steel rod.
The gauge and valve control bezels will be removable from the face of the pump panel for ease of
maintenance.
IDENTIFICATION TAGS
Identification tags for the discharge controls will be recessed within the same bezel. The discharge
identification tags will be color coded, with each discharge having its own unique color.
All remaining identification tags will be mounted on the pump panel in chrome -plated bezels.
The side pump panels will be easily removable for ease of maintenance.
Polished stainless steel trim collars to be installed around all inlets and outlets.
WALKWAY
A 19.00" wide walkway will be provided for access to the top control panel. The walkway will be constructed
of bright aluminum treadplate and properly reinforced.
Bright aluminum treadplate will be installed below the rear windows of the cab, as a minimum, to protect the
paint on the rear of the cab.
WALKWAY TOOL COMPARTMENT
A tool compartment will be provided on each side of the walkway. Each compartment will have an aluminum
treadplate door and will be equipped with a compartment light.
PUMP PANEL CONFIGURATION
The pump panel configuration will be arranged and installed in an organized manner that will provide user-
friendly operation.
PUMP AND GAUGE PANEL
The pump and gauge panels will be constructed of black vinyl covered aluminum, to allow easy identification
of the gauges and controls and to eliminate glare.
The black vinyl will be bonded to the aluminum by the company that supplies our metal.
A polished aluminum trim molding will be provided on both sides of the pump panel.
The passenger's side pump panel will be removable and fastened with swell type fasteners.
PUMP PANEL CONTROLS
The following will be provided on the pump and gauge panel in a neat and orderly fashion.
Command ZoneTM INFORMATION CENTER
An information center employing an electro -luminescent screen 5.87", with 1/4 -VGA format to display super
bright yellow text on black background will be provided. The screen will operate in temperatures from -40 to
185 degrees F. The screen will be encased in a die cast aluminum housing with eight (8) user interface
switches.
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Every screen will include the following:
Time, (12 or 24 hour mode).
Date.
Ambient Temperature.
The Information center will include the following screens with changeable default screen:
Dimmer, percent bright
Fluid Levels:
Fuel Level; Percent of fuel remaining in the fuel tank.
Engine Coolant Level; OK or Check.
Engine Oil Level; OK or Check.
Power Steering LevcL OK or Check. -
Loads, load manager status.
Refer to the Load Manager/Sequencer option.
Pump Data will include the following with bar graph:
Fuel Level, E = empty to F = full with percent remaining in tank.
Volts.
Revolutions Per Minute RPM.
Engine Oil Pressure.
Engine Temperature.
Doors, items not in the stowed positions:
Refer to the "Do Not Move Truck" option for more details.
Information List:
A detailed list of indicators and warnings, including definition of each.
Engine Hours.
Pump Hours.
Aerial PTO Hours.
ETC.
Timer, stopwatch:
Start, stop, reset and lap buttons.
Set Time and Date.
System information:
Module number.
Module type.
Module version.
Module diagnostics information:
Input or output number.
Circuit number connected to that input or output.
Circuit name (item connected to the circuit).
Status of the input or output.
Power module outputs diagnostic information.
Alarm, Buzzer Silence:
Local alarm buzzer.
Silence alarms all displays.
Test alarm this display.
Buttons will be provided on the Information Center as follows:
MENU:
Returns to the menu screen.
HELP:
To provide help for the active screen or active warning message.
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ENTER:
BACK:
To be used for selecting actions.
Used to return user to previous action or screen.
PUMP PANEL CONTROLS
Master Pump Drain Control.
- High Engine Temperature/Low Coolant Indicator Light and LCD message
- Stop Engine Warning Indicator Light and LCD message
- Check Engine Warning Indicator Light and LCD message
AIR HORN BUTTON
An air horn control button will be provided at the pump operator's control panel. This button will be properly
labeled and put within easy reach of the operator.
MASTER GAUGES, VACUUM and PRESSURE
The pump master vacuum and pressure gauge will be fluid filled NoShok model 40.921. The fluid fill will be
an environmentally friendly synthetic anti -freeze agent, acting as a lubricant and shock absorber.
The gauge accuracy will comply with ANSI B40.1 Grade A requirements
Temperature range will be from -40 degrees F to +160 degrees F.
Gauge construction will be a heavy duty 304 stainless steel case. Crystal will be a molded plexiglass with
captive O-ring and secured with a rolled 304 highly polished stainless steel bezel.
Gauges will be a minimum 100mm (4" nom.) in diameter and will be a compound style gauge with a
vacuum/pressure range of 30"- 0 - 600 psi.
Gauges will have white faces with black markings and will include an orange tip pointer for easy readability.
The individual pressure gauge will be installed as close to the outlet control as practical.
The pressure gauges will come with a seven (7) year warranty on accuracy, performance, liquid leakage,
discoloration, defects, and workmanship provided by Innovative Controls, Inc.
Test port connections will be provided at the pump operator's panel. One will be connected to the intake side of
the pump, and the other to the discharge manifold of the pump. They will have 0.25 in. standard pipe thread
connections and polished stainless steel plugs. They will be marked with a label.
PRESSURE GAUGES
The individual "line" pressure gauges for the discharges will be fluid filled NoShok model 25.911. The fluid fill
will be an environmentally friendly synthetic anti -freeze agent, acting as a lubricant and shock absorber.
The gauge accuracy will comply with ANSI B40.1 Grade A requirements.
Temperature range will be from 40 degrees F to +160 degrees F.
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Gauges construction will be a heavy duty 304 stainless steel case. Crystal will be a molded plexiglass with
captive O-ring and secured with a rolled 304 highly polished stainless steel bezel.
Gauges will be a minimum 63mm (2.5" nom.) in diameter and will be a compound style gauge with a
vacuum/pressure range of 30"- 0 - 400 psi.
Gauges will have white faces with black lettering and will include an orange tip pointer for easy readability.
The individual pressure gauge will be installed as close to the outlet control as practical.
The pressure gauges will come with a seven (7) year warranty on accuracy, performance, liquid leakage,
discoloration, defects, and workmanship provided by Innovative Controls, Inc.
WATER LEVEL GAUGE
An electronic water level gauge will be provided on the operator's panel, that registers water level by means of
five colored LED lights. The lights will be durable, ultra -bright five LED design viewable through 180 degrees.
The water level indicators will be as follows:
- 100% =Green
- 75% = Yellow
- 50% = Yellow
- 25% = Yellow
- Refill = Red
The light will flash when the level drops below the given level indicator to provide an eighth of a tank
indication. To further alert the pump operator, the lights will flash sequentially when the water tank is empty.
The level measurement will be based on the sensing of head pressure of the fluid in the tank.
The display will be constructed of a solid plastic material with a chrome plated die cast bezel to reduce
vibrations that can cause broken wires and loose electronic components. The encapsulated design will provide
complete protection from water and environmental elements. An industrial pressure transducer will be mounted
to the outside of the tank. The display measures head pressure to accurately show the tank level.
LIGHT SHIELDS
Illumination will be provided at each pump control panel for controls, switches, essential instructions, gauges,
and instruments necessary for the operation of the apparatus and the equipment provided on it. External
illumination will be a minimum of five (5) foot-candles on the face of the device. Internal illumination will be a
minimum of four (4) foot -lamberts.
Lights will be installed under a stainless steel shield. One (1) pump panel light will come on at the pump
operator's panel when the pump is shifted into gear from inside the cab. This will afford the operator some
illumination when fust approaching the control panel. The remaining lights will be actuated from a switch
located on the pump panel.
An additional step/light shield will be provided above passenger's side pump panel. The pump panel will be
illuminated by incandescent lights installed under a bright aluminum treadplate step.
The step will have a minimum of an 8.00" stepping surface and it will be properly reinforced to support a man's
weight.
The lights will be operated from a switch on the pump panel.
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Each light will have a. 125" hole in the lens to prevent moisture retention.
One (1) Weldon, Model 9186-23882-30, step light will be provided. The step light will be installed as to
illuminate the top of the step for nighttime vision. The step light will be activated by the pump panel light
switch.
MICROPHONE & SPEAKER COMPARTMENT
A microphone and speaker compartment, with a polished stainless steel door, will be furnished recessed in the
upper plane at the pump operator's panel. Compartment size will be 12.00" high x 9.00" wide x 5.50" deep at
the top and 7.50" deep at the bottom.
ELECTRICAL
All 12 -volt electrical equipment installed by the apparatus manufacturer will conform to modern automotive
practices. All wiring will be high temperature crosslink type. Wiring will be run, in loom or conduit, where
exposed and have grommets where wire passes through sheet metal. Automatic or manual reset circuit breakers
will be provided which conform to SAE Standards. Wiring will be color, function and number coded. Function
and number codes will be continuously imprinted on all wiring harness conductors at 2.00" intervals. Exterior
exposed wire connectors will be positive locking, and environmentally sealed to withstand elements such as
temperature extremes, moisture and automotive fluids. Electrical wiring and equipment will be installed
utilizing the following guidelines:
(1) All holes made in the roof will be caulked with silicon. Large fender washers, liberally caulked, will be
used when fastening equipment to the underside of the cab roof.
(2) Any electrical component that is installed in an exposed area will be mounted in a manner that will not allow
moisture to accumulate in it. Exposed area will be defined as any location outside of the cab or body.
(3) Electrical components designed to be removed for maintenance will not be fastened with nuts and bolts.
Metal screws will be used in mounting these devices. Also a coil of wire will be provided behind the appliance
to allow them to be pulled away from the mounting area for inspection and service work.
(4) Corrosion preventative compound will be applied to all terminal plugs located outside of the cab or body.
All non -waterproof connections will require this compound in the plug to prevent corrosion and for easy
separation (of the plug).
(5) All lights that have their sockets in a weather -exposed area will have corrosion preventative compound
added to the socket terminal area.
(6) All electrical terminals in exposed areas will have silicon (1890) applied completely over the metal portion
of the terminal. Identification of the switches will be done by either printing or etching on the switch panel.
The switches and identification will be illuminated.
All lights and reflectors, required to comply with Federal Motor Vehicle Safety Standard # 108, will be
furnished. Rear identification lights will be recessed mounted for protection. Lights and wiring mounted in the
rear bulkheads will be protected from damage by installing a false bulkhead inside the rear compartments.
An operational test will 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 will be recorded and provided to the purchaser at time of delivery.
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STEP LIGHTS
Four (4) Weldon, Model 9186-23882-30, step lights will be provided.
One (1) step light will be provided on each side, on the front compartment face.
Two (2) step lights at rear, will illuminate the tailboard.
These step lights will be actuated with the pump panel light switch.
REAR FMVSS LIGHTING
The rear stop/tail and directional LED lighting will consist of the following:
Two (2) Whelen, Model 60ROOBRR, red LED stop/tail lights.
Two (2) Whelen, Model 60AOOTAR, amber LED arrow turn lights. - y=
Each light will be installed separately at the rear with a flange.
Four (4) red reflectors will be provided.
A Weldon, Model 23882-2600-00, license plate bracket will be mounted on the driver's side above the warning
lights. A Weldon, Model 9186-23882-30, step lamp will illuminate the license plate.
Two (2) Whelen, Model: 6000OVCR, LED, backup lights, will be provided.
Both lights shall be installed with 6E or 64 Flange Kit.
The three (3) identification lights located at the rear will be installed per the following:
Truck -Lite, Model 35, LED
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 four (4) clearance lights located at the rear will be installed per the following:
Truck -Lite, Model 35, LED
To indicate the overall width of the vehicle.
One (1) each side of the vertical centerline.
All at the same height.
As near the top as practical.
To be visible from the rear and the side.
One (1) each side, facing the side.
One (1) each side, facing the rear.
Per FMVSS 108 and CMVSS 108 requirements.
"DO NOT MOVE APPARATUS" INDICATOR
A Whelen, model CR12 Responder Cadet, red rotating beacon (located in the driving compartment) will be
illuminated automatically per NFPA (1996 edition, 9-11 or 1999 edition 11-11). The light will be labeled "Do
Not Move Apparatus If Light Is On".
An audible alarm will be provided with the open door indicator light.
The alarm will be controlled by the parking brake, so that it will deactivate when the parking brake is set.
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MESSAGES, DISPLAY, Do Not Move Truck
There will be fourteen (14) possible messages displayed on the "Do Not Move Truck" screen, of the
information center. The messages will designate the specified location of what open doors or other applicable
options are not in the stowed position (parking brake has been released).
The following messages will be displayed:
DS Cab Door Open (Driver Side Cab Door Open)
PS Cab Door Open (Passenger's Side Cab Door Open)
DS Crew Cab Door Open (D- fiver Side Crew Cab Door Open) -
PS Crew Cab Door Open (Passenger's Side Crew Cab Door Open)
DS Body Door Open (Driver Side Body Door Open)
PS Body Door Open (Passenger's Side Body Door Open)
Rear Body Door Open.
Ladder Rack Not Stowed
Deck Gun Not Stowed
L Tower Not Stowed (Light Tower Not Stowed)
Hatch Door Open
Stabilizer Not Stowed
Steps Not Stowed
Handrail Not Stowed
Any other device that is opened, extended, or deployed that creates a hazard or is likely to cause damage to the
apparatus if the apparatus is moved, will show up in the flashing warning box after the parking brake is
disengaged.
COMPARTMENT LIGHTING
6.00" diameter Truck -Lite, model 79384, light/s will be provided in each enclosed compartment. Each light
will have a number 1076 one filament, two wire bulb.
Opening the compartment door will automatically turn compartment lighting on.
COMPARTMENT LIGHTS, ADDITIONAL
Additional six (6) inch lighting will be provided in the compartments. The additional six (6) inch lights will be
installed in the P1 & P3 compartment, under the adjustable shelf.
The total quantity of additional six (6) inch lights will be two (2).
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PUMP COMPARTMENT LIGHT
A pump compartment light will be provided inside the right side pump enclosure and accessible through a door
on the pump panel.
A. 125" weep hole will be provided in each light lens, preventing moisture retention.
PERIMETER SCENE LIGHTS, CAB
There will be a weatherproof light provided for each cab door. Lighting will be designed to provide
illumination on areas under cab and crew cab exit areas, which will be activated automatically when the exit
doors are opened, by the door jam switch. The light is an integral part of the inside door panel.
The lighting will be capable of providing illumination at a minimum level of one (1) foot-candle on ground
areas within 30.00" of the edge of thelpparatus in areas that personnel climb in or out of the apparatus or
descend from the apparatus to the ground level.
PERIMETER SCENE LIGHTS, BODY
There will be a total of four (4) Truck -Lite, model 40003, 4.00" grommet mount weatherproof lights provided
on the apparatus. Two (2) lights will be provided under the rear step area and two (2) lights will be provided
under the pump panel running boards. The lights will be spaced one (1) each side of apparatus and have a clear
lens. The perimeter scene lights will be activated by a parking brake control and transmission reverse
activation.
The lighting will be capable of providing illumination at a minimum level of one (1) foot-candle on ground
areas within 30.00" of the edge of the apparatus in areas designed for personnel to climb onto the apparatus or
descend from the apparatus to the ground level.
DECK LIGHTS
Two (2) 6.00" Unity AG deck lights with swivel mount will be provided at the rear of the hose bed, one (1)
each side.
One (1) light will be furnished with a 160,000 -candle power halogen spot bulb and the other will be furnished
with a 6,000 -candle power halogen flood bulb.
AIR HORN SYSTEM
Two (2) Grover air horns will be provided and located, in the front bumper, recessed each side of the hose tray.
The horn system will be piped to the air brake system wet tank utilizing .38" tubing. A pressure protection
valve will be installed in-line to prevent loss of air, in the air brake system.
AIR HORN CONTROL
The air horns will be actuated by a foot switch on the officer's side and by the horn button in the steering wheel.
The driver will have the option to control the air horns or the chassis horns from the horn button by means of a
selector switch located on the instrument panel.
ELECTRONIC SIREN
A Whelen, Model: 295HFSA1, electronic siren with noise canceling microphone will be provided.
Siren head will be located on a swivel bracket mounted on the headliner so that it is accessible to both the driver
and officer. The swivel bracket will be capable of rotating a minimum of 180 degrees.
Siren will be actuated by a foot switch on the officer's side and by the horn button in the steering wheel. The
driver will have the option to control the siren or the chassis horns from the horn button by means of a selector
switch located on the instrument panel.
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SPEAKER
There will be two (2) speakers, Code -3 Model PB 100C with chrome finish, recessed in the front bumper.
Connection will be to the connected to the siren amplifier.
WIRING & MOUNTING ONLY for MECHANICAL SIREN. (Auxiliary)
Provisions for mounting and wiring a mechanical siren will be provided. All required 12 -volt power cables and
brackets/reinforcement will be provided.
The mechanical siren will be mounted on the bumper deck plate. It will be mounted on the left side. A
reinforcement plate will be furnished to support the siren.
The mechanical siren will be actuate"y a foot switch on the officer's side and by the horn button in -&e
steering wheel. The driver will have the option to control the siren or the chassis homs from the horn button by
means of a selector switch located on the instrument panel.
LIGHTBAR
One (1) Whelen, Model: Freedom LED lightbar will be mounted on the cab roof.
This lightbar shall include the following:
Two (2) red flashing forward facing LED modules.
Two (2) clear flashing forward facing LED modules.
Two (2) red flashing front corner LED modules.
One (1) red flashing driver side facing LED module.
One (1) red flashing officer side facing LED module.
One (1) switch located in the cab on the switch panel will control this lightbar.
The lens color will be clear.
To meet NFPA requirements, all clear lights will be deactivated when the parking brake is applied.
HEADLIGHT FLASHER
The high beam headlights will flash alternately between the left and right side, with a control switch located on
the cab instrument panel.
Alternating function will be controlled by the programming of the ECU.
The flash mode will automatically cancel when the hi -beam headlight flash will deactivate whenever the
Headlight (hi -beam only) switch is activated and when the parking brake is set.
WARNING LIGHTS (Side)
One (1) pair of Whelen, Model 60*OOF**, LED flashing lights will be provided.
The lights will be located on the rear corners of the cab each side, down low.
The color of the lights will be red.
The light will be with a flange.
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WARNING LIGHTS (Rear)
One (1) pair of Whelen 60*OOF** LED lights will be provided.
These lights will be located at the rear of the body above the taillights, and activated with the rear lower
warning switch.
The color of the lights will be red LED/clear lens
These lights will be installed with a flange.
REAR WHELEN TA -837 LIGHT
A Whelen, Model TA -837, six (6) light array will be recessed and mounted on the rear of the vehicle, between
the rear compartment and the hose bed area. A control head will be used to actuate the light. This ceutrol head
will be located in the cab and be easily accessible to the driver. The control unit will simulate the action of the
light at the rear of the vehicle. The light will be 4.50" high x 33.00" wide x 5.25" deep.
SIDE ZONE LOWER LIGHTING
Whelen, Model 60*OOF*R, LED lights will be located at the following positions:
Two (2) lights, one each side on the bumper extension.
Two (2) lights, in the rear wheel well area each side.
The above four (4) lights will be required to meet the lower level optical warning and optical power
requirements of NFPA.
The lights will be controlled by a lighted switch on the cab instrument panel.
These lights will be with a flange.
REAR ZONE LOWER LIGHTING
Two (2) Whelen, Model 60ROOFRR, red LED warning lights will be located at the rear of the apparatus,
required to meet the lower level optical warning and optical power requirements of NFPA.
One (1) switch in the cab on the switch panel will control these lights.
These lights will be installed with a flange.
WARNING LIGHTS (Rear of Hose Bed)
Two (2) Whelen model: 136TL rotators with LED flashing warning lights will be provided at the rear of the
truck, one (1) each side.
Each light will include a halogen light with dual rotating reflector and a model: 70*040*R LED flashing light,
mounted in a polished aluminum housing.
The beacons will be provided with both domes red.
The color of the LED flashing lights will be red.
A switch will be provided in the cab, on the switch panel to control these lights.
The rear warning lights will be mounted on top of the compartmentation with all wiring totally enclosed. The
rear deck lights will be mounted on the beavertails high as possible.
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ELECTRICAL SYSTEM GENERAL DESIGN for ALTERNATING CURRENT
The following guidelines will apply to the 120/240 VAC system installation:
General
Any fixed line voltage power source producing alternating current (ac) line voltage will produce electric power
at 60 cycles plus or minus five (5) cycles.
Except where superseded by the requirements of NFPA 1901, all components, equipment and installation
procedures will conform to NFPA 70, National Electrical Code (herein referred to as the NEC).
Line voltage electrical system equipment and materials included on the apparatus will be listed and installed in
accordance with the manufacturer's instructions. All products will be used only in the manner for which they
have been listed. -�
Groundine
Grounding will be in accordance with Section 250-6 "Portable and Vehicle Mounted Generators" of the NEC.
Ungrounded systems will not be used. Only stranded or braided copper conductors will be used for grounding
and bonding.
An equipment grounding means will be provided in accordance with Section 250-91 (Grounding Conductor
Material) of the NEC.
The grounded current carrying conductor (neutral) will be insulated from the equipment grounding conductors
and from the equipment enclosures and other grounded parts. The neutral conductor will be colored white or
gray in accordance with Section 200-6 (Means of Identifying Grounding Conductors) of the NEC.
In addition to the bonding required for the low voltage return current, each body and driving or crew
compartment enclosure will be bonded to the vehicle fi-ame by a copper conductor. This conductor will have a
minimum amperage rating of 115 percent of the nameplate current rating of the power source specification label
as defined in Section 3 10- 15 (amp capacities) of the NEC. A single conductor, properly sized to meet the low
voltage and line voltage requirements will be permitted to be used.
All power source system mechanical and electrical components will be sized to support the continuous duty
nameplate rating of the power source.
eration
Instructions that provide the operator with the essential power source operating instructions, including the
power -up and power -down sequence, will be permanently attached to the apparatus at any point where such
operations can take place.
Provisions will be made for quickly and easily placing the power source into operation. The control will be
marked to indicate when it is correctly positioned for power source operation. Any control device used in the
drive train will be equipped with a means to prevent the unintentional movement of the control device from its
set position.
A power source specification label will be permanently attached to the apparatus near the operator's control
station. The label will provide the operator with the information detailed in Figure 19-4.10.
Direct drive, (PTO) and portable generator installations will comply with Article 445 (Generators) of the NEC.
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Overcurrent protection
The conductors used in the power supply assembly between the output terminals of the power source and the
main over current protection device will not exceed 144 inches. -
For fixed power supplies, all conductors in the power supply assembly will be type THHW, THW, or use
stranded conductors enclosed in nonmetallic liquid tight flexible conduit rated for a minimum of 194 degrees
Fahrenheit (90 degrees Celsius).
For portable power supplies, conductors located between the power source and the line side of the main
overcurrent protection device will be type SO or type SEO with suffix WA flexible cord rated for 600 -volts at
194 degrees Fahrenheit (90 degrees Celsius).
Wiring Methods _
Fixed wiring systems will be limited to the following:
- Metallic or nonmetallic liquid tight flexible conduit rated at not less than 194 degrees Fahrenheit (90
degrees Celsius)
M
- Type SO or Type SEO cord with a WA suffix, rated at 600 volts at not less than 194 degrees Fahrenheit
(90 degrees Celsius)
Electrical cord or conduit will not be attached to chassis suspension components, water or fuel lines, air or air
brake lines, fire pump piping, hydraulic lines, exhaust system components, or low voltage wiring. In addition
the wiring will be run as follows:
- Separated by a minimum of 12 inches (305 mm), or properly shielded, from exhaust piping
- Separated from fuel lines by a minimum of six (6) inches (152 mm) distance.
Electrical cord or conduit will be supported within six (6) inches (152 mm) of any junction box and at a
minimum of every 24 inches (610 mm) of continuous run. Supports will be made of nonmetallic materials or
corrosion protected metal. All supports will be of a design that does not cut or abrade the conduit or cable and
will be mechanically fastened to the vehicle.
Wiring Identification
All line voltage conductors located in the main panel board will be individually and permanently identified.
The identification will reference the wiring schematic or indicate the final termination point. When prewiring
for future power sources or devices, the unterminated ends will be labeled showing function and wire size.
Wet Locations
All wet location receptacle outlets and inlet devices, including those on hardwired remote power distribution
boxes, will be of the grounding type provided with a wet location cover and installed in accordance with
Section 210-7 "Receptacles and Cord Connections" of the NEC.
All receptacles located in a wet location will be not less than 24 inches (610 mm) from the ground. Receptacles
on off-road vehicles will be a minimum of 30 inches (762 mm) from the ground.
The face of any wet location receptacle will be installed in a plane from vertical to not more than 45 degrees off
vertical. No receptacle will be installed in a face up position.
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Dry Locations
All receptacles located in a dry location will be of the grounding type. Receptacles will be not less than 30
inches (762 mm) above the interior floor height.
All receptacles will be marked with the type of line voltage (120 -volts or 240 -volts) and the current rating in
amps. If the receptacles are direct current, or other than single phase, they will be so marked.
Listin
All receptacles and electrical inlet devices will be listed to UL 498, Standard for Safety Attachment Plugs and
Receptacles, or other appropriate performance standards. Receptacles used for direct current voltages will be
rated for the appropriate service.
Electrical System Testing
The wiring and associated equipment will be tested by the apparatus manufacturer or the installer of the line
voltage system.
The wiring and permanently connected devices and equipment will be subjected to a dielectric voltage
withstand test of 900 volts for one (1) minute. The test will be conducted between live parts and the neutral
conductor, and between live parts and the vehicle frame with any switches in the circuit(s) closed. This test will
be conducted after all bodywork has been completed.
Electrical polarity verification will be made of all permanently wired equipment and receptacles to determine
that connections have been properly made.
Operational Test per NFPA 1901 ChVtter 19-14.4
The apparatus manufacturer will perform the following operation test and will certify that the power source and
any devices that are attached to the line voltage electrical system is properly connected and in working order.
The prime mover will be started from a cold start condition and the line voltage electrical system loaded to 100
percent of the nameplate rating.
The power source will be operated at 100 percent of its nameplate voltage for a minimum of two (2) hours
unless the system meets category certification as defined in NFPA 1901 chapter 19-14.5.
Where the line voltage power is derived from the vehicle's low voltage system, the minimum continuous
electrical load as defined in NFPA 1901 Chapter 9 will be applied to the low voltage electrical system during
the operational test.
GENERATOR
The apparatus will be equipped with a complete electrical power system. The generator will be a
Harrison Model MCR Stealth 6.0 kW Hydraulic unit. The wiring and generator installation will
conform to the present National Electrical Codes Standards of the National Fire Protection
Association. The installation will be designed for continuous operation without overheating and undue
stress on components.
Generator Performance
- Nominal Rating: 6,000 watts
- Continuous Duty Rating: 6,000 watts
- Nominal Volts: 120/240
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- Amperage: 50 @ 120volts, 25 @ 240 volts
- Phase: Single
-Cycles: 60 hertz
- Engine Speed at Engagement: Idle
Generator Dimensions
- Length: 32.00 inches
- Width: 15.00 inches
- Height: 17.00 inches
- Weight: 231 pounds
The output of the generator will be controlled by an internal hydraulic system. An electrical
instrument gauge panel will be provided for the operator to monitor and control all electrical
operations and output.
The generator will utilize the main chassis transmission to power the generator. The generator will be
driven by an engine transmission power take off unit, through a hydraulic pump and motor.
The generator will be operable by a switch inside the cab. A pilot light to note PTO engagement will
be located near the switch. The PTO engagement will only be allowed after the chassis parking brake
has been activated and the transmission is in the "neutral' position'.
An electric/hydraulic valve will supply hydraulic fluid to the clutch engagement unit provided on the
chassis PTO drive.
The generator hydraulic circuit will include a soft start valve to protect the generator components
during PTO engagement.
Generator Instruments and Controls
To properly monitor the generator performance a digital meter panel will be furnished and mounted
next to the circuit breaker panel.
The meter will indicate the following items:
- Voltage
- Amperage for both lines
- Frequency
- Generator run hours
- Over current indication
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- Over temperature indication
- "Power On" indication
- Two (2) fuse holders with two (2) amp fuses (for indicator light protection)
The gauges and controls will be installed near eye level in the compartment. Instruments will be flush
mounted in an appropriate sized weatherproof electrical enclosure. All instruments used will be
accurate within +/- two (2) percent. The load center will have a circuit breaker to assure overload
protection. The breaker furnished will be properly sized to the generator output.
Generator Wirine
The system will be installed by highly qualified electrical technicians to assure the required level of
safety and protection to the fire apparatus operators. The wiring, electrical fixtures and components
will be to the highest industry quality standards available on the domestic market. The equipment will
be the type as designed for mobile type installations subject to vibration, moisture and severe
continuous usage. The following electrical components will be the minimum acceptable quality
standards for this apparatus:
Wiring:
All electrical wiring will be fine stranded copper S.O. Type. The wire will be sized to the load and
circuit breaker rating: ten -gauge on 30 -amp circuits, 12 -gauge on 20 -amp circuits and 14 -gauge on 15 -
amp circuits. The S.O. Cable will be run in comer areas and extruded aluminum pathways built into
the body for easy access.
Load Center:
The main load center will be Cutler -Hammer with circuit breakers rated to load demand.
Circuit Breakers:
Individual breakers will be provided for all on-line equipment to isolate a tripped breaker from
affecting any other on-line equipment.
GENERATOR LOCATION
The generator will be mounted in the cargo area above the pump on the passenger's side. The flooring in this
area will be either reinforced or constructed, in such a manner, that it will handle the additional weight of the
generator.
GENERATOR START
A switch will be located on the cab instrument panel to engage the generator.
CIRCUIT BREAKER PANEL
The circuit breaker panel will be located in the left front compartment.
120 VOLT LIGHTING
A Fire Research Model #FC100-S75 Focus 750 watt light will be provided. The light will be mounted on a
special bracket on the front of the cab roof that allows it to be inverted below the visor. The light fixture will be
a single 750 -watt, 120 -volt Focus Series FC 100 unit. The light will draw 6.3 amps.
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120 VOLT LIGHTING
The apparatus will be equipped with a top mount non -telescoping Fire Research Model FC570 with a Focus
light head, model S75 quartz tube flood light. Each light head will be 120 volt, 750 watts, with a 6.3 amp draw
and have an output of 21,000 lumens. The light head will swivel 360 degrees left or right and tilt up and down.
All wiring to the circuit breaker box will be a minimum of 14 -gauge 3 -wire cord that is properly supported and
protected from damage.
A total of two (2) will be provided on top of the body at each front corner.
REMOTE SWITCH (Ouartz Lieht) w __..._ ._�...,,...
A remote on/offactuation switch, with a 12VDC, green indicator light, will be provided to actuate a 120/240 -
volt solenoid switch for each quartz light.
The three (3) switches will be located on the cab instrument panel. The switches will control the lights on the
left and right side of the body, and on the front of the cab.
20 AMP RECEPTACLES
Wired to the power supply will be two (2) receptacles that are a 120 volt 20 amp three wire twist -lock NEMA
L5-20 type with weather resisting cover located one each side at the bottom rear corners of the crew cab.
LOOSE EQUIPMENT
The following equipment will be furnished with the completed unit:
- Two (2) bags of chrome, stainless steel, or cadmium plated screws, nuts, bolts and washers, as used in the
construction of the unit.
PAINT
The exterior custom cab and body painting procedure will consist of a six- (6) step finishing process as follows:
1. Manual Surface Preparation - All exposed metal surfaces on the custom cab and body will be thoroughly
cleaned and prepared for painting. Surfaces that will not be painted include chrome plating, polished stainless
steel, anodized aluminum and bright aluminum treadplate. Each imperfection on the exterior metal surface will
be removed or filled and then sanded smooth for a smooth appearance. All seams will be sealed before
painting.
2. Chemical Cleaning -and Treatment - The aluminum surfaces will be properly cleaned using a 4 -phase, high
pressure and high temperature acid etching system. All steel surfaces will be properly treated using a 3-phase,
high temperature, cleaning/phosphatizing system. Surfaces are chemically cleaned to remove all dirt, oil, grease
and metal oxides to ensure the subsequent coatings bond well. The chemical treatment converts the metal
surface to a passive condition to prevent corrosion. An ultra pure water final rinse of 25 parts per million solids
or less, will be applied to final rinse all metal surfaces, (excluding undercarriage components), at the conclusion
of the metal treatment process. This final rinse ensures all chemical residues are removed and that no minerals,
(salts), from the water dry onto the metal surface and remain under the primers and topcoats. These salts can
lead to blistering and under film corrosion. The pH of the final rinse drainage coming off the treated metal will
be measured and within 1.0 pH of the pure water supply, (5.0 pH).
I
3. Primer/Surfacer Coats - A minimum of two (2) mil dry, (.002), of two component urethane primer/surfacer
will be hand applied to the chemically treated metal surfaces to provide a strong corrosion protective base coat
and to smooth out the surface. The primer is a high solids and low VOC paint.
4. Hand Sanding to Ultra Fine Finish The primer/surfacer coat is lightly sanded with mild abrasive paper to an
ultra smooth finish. This hand finish process is critical to produce the smooth mirror like finish in the topcoat.
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5. Sealer Primer Coat A two- (2) component sealer primer coat is applied over the sanded primer to again build
toward the final smooth finish. This layer of primer sealer also gives additional corrosion protection.
6. Topcoat Paint Two (2) coats of an automotive grade, two component acrylic urethane paint are applied to
provide the lasting beauty and durability. The acrylic urethane topcoat contains a clear coat resin chemistry that
creates the high gloss and depth of image. This type of topcoat provides the best resistance against acid rain
and other more common chemicals. The paint finish will have a surface gloss of no less than 90.00 percent
reflection measured on a 60 -degree geometry.
- A cyclic` corrosion test, (General Motors test GM -9511 P), of 20 cycles will be required before making changes
to the exterior coating process. Exterior coating systems, (excluding the undercarriage components), must
achieve a 1/16 or less maximum creepSrom the scribe for aluminum and an 1/8 or less maximum creep from the
scribe for galvanneal after 20 cycles in the General Motors GM -951 I P test. Traditional salt spray tests have
been proven in multiple studies to not accurately predict real world corrosion performance.
Each batch of color topcoat, together with the finish painted vehicle, is tested for precise color match. Visual
color match will be checked following ASTM D-1729, (American Standard Testing Methods), procedures using
CIE, (International Commission on Illumination), D75 Northern Daylight light source. Instrumental color
match will follow ASMT D-2244 procedures with a maximum delta E of 1.0 for whites, 1.4 for yellows, blues,
greens and 1.5 for reds.
All removable items such as brackets, compartment doors, door hinges, and trim will be removed and painted
separately to insure paint behind all mounted items. Body assemblies that cannot be finish painted after
assembly will be finish painted before assembly.
The cab will be two-tone, with the upper section painted white to match E7147, #20 white and lower section of
the cab and body painted red to match E7147, #80 red. -
PAINT - ENVIRONMENTAL IMPACT
Contractor will meet or exceed all current State (his) regulations concerning paint operations. Pollution control
will include measures to protect the atmosphere, water and soil. Controls will include the following conditions:
- Topcoats and primers will be chrome and lead free.
- Metal treatment chemicals will be chrome free. The wastewater generated in the metal treatment
process will be treated on-site to remove any other heavy metals.
- Particulate emission collection from sanding operations must have a 99.99% efficiency factor.
- Particulate emissions from painting operations will be collected by a dry filter or water wash process. If
the dry filter means is used, it must have an efficiency rating of 98.00%. Water wash systems will be
99.97% efficient.
- Water from water wash booths will be reused. Solids will be removed mechanically on a continual
basis to keep the water clean.
- Paint wastes are disposed of in an environmentally safe manner. They are used as fuel in kilns used in
the cement manufacturing process -thereby extracting energy from a waste material.
- Empty metal paint containers will be cleaned, crushed and recycled to recover the metal.
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- Solvents used in cleanup operations will be collected, sent off-site for distillation and returned for reuse.
Residue from the distillation operation will be used as fuel in off-site cement kilns.
Additionally, the finished apparatus will not be manufactured with or contain products that have ozone
depleting substances. Contractor will, upon demand, present evidence that his manufacturing facility meets the
above conditions and that it is in compliance with his State EPA rules and regulations.
PAINT CHASSIS FRAME ASSEMBLY
The chassis frame assembly will be painted black before the installation of the cab and body, and before
installation of the engine and transmission assembl air brake lines, -Cl a„1 e.hamesses,. etc—Compone
Mal are -in luded with e chassis frame assembly will be painted black are frame rails, cross members, axles,
suspension, steering gear, fuel tank, body substructure supports, miscellaneous mounting brackets, etc.
WARRANTY - PAINT AND CORROSION
Limited Wan-anty
Except as provided below, and provided the vehicle has been placed in service within 60 days after delivery to
the original purchaser as established by our original invoice, for a period of ten (10) years after delivery to the
original purchaser, Pierce Manufacturing Inc. ("Pierce") warrants to the user that its cab and body are free of
blistering, peeling, corrosion, or any other adhesion defect caused by defective manufacturing methods or paint
material selection for exterior surfaces of the cab and body of the vehicle. This limited warranty will apply only
if the vehicle is properly maintained and used in service that is normal to the particular vehicle. Normal service
means service that does not subject the vehicle to stresses or impacts greater than normally result from the
careful use of the vehicle or chassis. If the buyer discovers a defect or nonconformity it must notify Pierce in
writing within 30 days after the date of discovery. This limited warranty is not transferable by the fust user, and
is applicable to the vehicle in the following percentage costs of warranty repair, if any:
Topcoat Durability & Appearance:
Integrityo..f_Coating System:.
_Corrosion:_.. --
Gloss, Color Retention & Cracking
Adhesion, Blistering/Bubbling Blistering/Bubbling
Dissimilar Metal and Crevice
0-72 months 100%
0-36 months 100%
0-36 months 100%
73-96 months 50%
37-84 months 50%
3748 months 50%
97-120 months 25%
85-120 months 25%
49-72 months 25%
73-120 months 10%
This limited warranty applies only to cab and body exterior paint. Paint on the vehicle's undercarriage, cab and
body interior is warranted only under the Pierce Basic One Year Limited Warranty.
In addition to the foregoing, and subject to all of the terms and conditions of this Limited Warranty, except cost
allocations, Pierce warrants its cab and body exterior paint for a period of ten (10) years against corrosion
perforation.
A copy of the Pierce warranty is included with this proposal.
This warranty text is an illustration only. For actual details, refer to the warranty document. A copy of the
Pierce warranty is included with this proposal.
PAINT. COMPARTMENT INTERIOR
The compartment interior will be painted with a gray spatter finish for ease of cleaning and to make it easier to
touch up scratches and nicks.
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REFLECTIVE STRIPES
Three (3) reflective stripes will be provided across the front of the vehicle and along the sides of the body. The
reflective band will consist of a 1.00" blue stripe at the top with a 1.00" gap then a 6.00" blue stripe with a 1.00"
gap and a 1.00" white stripe on the bottom. A 4.00" band will be provided at the rear of the apparatus.
The reflective band provided on the cab face will be below the headlights on the fiberglass or on the bumper.
REFLECTIVE STRIPE, CAB DOORS
A 4.00" x 24.00" white reflective stripe will be provided across the interior of each cab door. The stripe will be
locatedapp%rely 1.00" -� u�from the bottom. on the stainless steel door panel.,, ,_...,...,....,... _ ._ .
This stripe will meet the NFPA 1901 requirement.
MOLDING (on sides of cab) -
Chrome molding will be provided on both sides of cab.
LETTERING
Forty-one (41) to sixty (60) reflective lettering, 3.00" high, outlining and shading will be provided.
REFLECTIVE LETTERING
Two (2) letters, 24.00" high blue reflective will be installed on cab roof.
REFLECTIVE LETTERING
Twenty (20) letters, 8.00" high white reflective letter(s) with outline and shading will be installed on top of the
body each side.
REFLECTIVE LETTERING, ROLL -UP DOORS
Four (4) letters, 15.00" high letter(s), made of white reflective vinyl, with outline and shade, will be installed on
the roll -up doors at each side of the body at the rear.
NON -REFLECTIVE VINYL LETTERING
Twenty-six (26) letters, 6.00" high blue non -reflective vinyl will be installed on each side of the apparatus body,
on the front and the rear.
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Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Resolutions
Item
3
No.
Resolution No. 2004-42
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: RESOLUTION NO. 2004-42, FINAL RE -PLAT OF MARIE ANN VILLAS
DEPT./DIVISION: GROWTH MANAGEMENT/P&Z
Requested Action:
City Council consider the adoption of Resolution No. 2004-42, approving the final re -plat of "Marie Ann Villas" as
recommended by the Planning & Zoning Board.
Q
Summary Explanation & Background:
See attached information.
Exhibits Attached:
Resolution No. 2004-42
City Mana Mee
Department GROWTH MGMT/P&Z
cape- m\ ocume admin\council\meeting
\2UU4\11-10-U4\ZUU4-4Z.C10C
RESOLUTION 2004-42
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAPE
CANAVERAL, BREVARD COUNTY, FLORIDA, APPROVING THE FINAL
RE -PLAT OF "MARIE ANN VILLAS"; AUTHORIZING THE MAYOR AND
THE CITY CLERK TO CERTIFY THE PLAT; PROVIDING FOR REPEAL
OF PRIOR INCONSISTENT RESOLUTIONS; PROVIDING FOR
SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Norman G Boucher and Marie A. Boucher (`Boucher")are the owners of real
property located within the City of Cape Canaveral and generally described as lots 5 through 8,
together with 12 through 16, of Block 19, AVON -BY -THE -SEA, Brevard County, Florida, and
WHEREAS, Boucher, in accordance with Chapter 98 of the City's Code of Ordinances and
Chapter 177 of the Florida Statutes, has sought approval to re -plat the property more specifically
described in Exhibit "A", the same is incorporated herein by this reference and made a part hereof,
and to be known as "Marie Ann Villas"; and
WHEREAS, Boucher has complied fully with the platting procedures of the City of Cape
Canaveral and that of the State of Florida and has received a recommendation of approval from the
City's Planning & Zoning Board, this re -plat is approved.
WHEREAS, the City Council deems that this Resolution is in the best interests of the public
health, safety, and welfare of the citizens of Cape Canaveral.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE CITY COUNCIL OF THE
CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDA, THAT:
Section 1. Incorporation of Recitals. The foregoing recitals are deemed true and correct
and hereby fully incorporated herein by reference.
Section 2. Re -Plat Approval. The final re -plat for Marie Ann Villas, a copy of which is
attached hereto as Exhibit "B" and is incorporated herein fully by this reference, is approved
Section 3. Signature Approval.. The Mayor and City Clerk are hereby authorized to
execute said plat on behalf of the City of Cape Canaveral.
Section 4. Severability. If any section, subsection, sentence, clause, phrase, word, or
portion of this resolution is for any reason held invalid or unconstitutional by a court of competent
jurisdiction, whether for substantive or procedural reasons, such portion shall be deemed a separate,
distinct, and independent provision, and such holding shall not affect the validity of the remaining
portions of this Resolution.
City of Cape Canaveral, Florida
Resolution No. 2004-42
Page 1 of 2
Section 5. Repeal of Prior Inconsistent Resolutions. All prior resolutions or parts of
resolutions in conflict herewith are hereby repealed to the extent of the conflict. .
Section 6 Effective Date. This Resolution shall become effective immediately upon its
adoption by the City Council of the City of Cape Canaveral, Florida.
Resolved by the City Council of the City of Cape Canaveral, Florida, in a regular
meeting assembled on this _ day of , 2004.
ATTEST:
SUSAN STILLS, City Clerk
ROCKY RANDELS, Mayor
For Against
Approved as to legal form and sufficiency for
the City of Cape Canaveral only:
ANTHONY A. GARGANESE, City Attorney
Bob Hoog
Steve Miller
Jim Morgan
Buzz Petsos
Rocky Randals
City of Cape Canaveral, Florida
Resolution No. 2004-42
Page 2 of 2
Date: October 18, 2004
To: Bennett Boucher, City Manager
Susan Stills, City Clerk
From: Bea McNeely, Chairperson, Planning & Zoning Board
Re: Recommendation to City Council Regarding Marie Ann Villas - Final Replat
The Planning & Zoning Board recommended approval of the Marie Ann Villas Final
Replat at the meeting held on October 13, 2004.
Please schedule this plat on an upcoming City Council meeting agenda.
You already have the milar and I have enclosed five copies of the plat for the Council
packets.
Thanks,
Susan L. Chapman Xz
P & Z Board Secretary
Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Resolutions
Item
4
No.
Resolution No. 2004-43
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: RESOLUTION N6.2004-43, FINAL RE -PLAT OF "BEACHSIDE TOWNHOMES"
DEPT./DIVISION: GROWTH MANAGEMENT/P&Z
Requested Action:
City Council consider the adoption of Resolution No. 2004-43 approving the final re -plat of "Beachside
Townhomes" as recommended by the Planning & Zoning Board.
4
Summary Explanation & Background:
See attached information.
Exhibits Attached:
Resolution No. 2004-43
City Mn_er' ffice
Department GROWTH MGMT/P&Z
z&a Q Am..
\councll\meet;rng\2UU4\11-1b-04\ZUU4-43.doc
RESOLUTION 2004-43
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAPE
CANAVERAL, BREVARD COUNTY, FLORIDA, APPROVING THE FINAL
RE -PLAT OF "BEACHSIDE TOWNHOMES"; AUTHORIZING THE
MAYOR AND THE CITY CLERK TO CERTIFY THE PLAT; PROVIDING
FOR REPEAL OF PRIOR INCONSISTENT RESOLUTIONS; PROVIDING
FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, John I Johanson ("Johanson' is the owner of real property located within the
City of Cape Canaveral and generally described as lots 13, 14, and 15, of Block 5, AVON -BY -THE -
SEA, Brevard County, Florida, and
WHEREAS, Johanson, in accordance with Chapter 98 of the City's Code of Ordinances and
Chapter 177 of the Florida Statutes, has sought approval to re -plat the property more specifically
described in Exhibit "A", the same is incorporated herein by this reference and made a part hereof,
and to be known as `Beachside Townhomes"; and
WHEREAS, Johanson has complied fully with the platting procedures of the City of Cape
Canaveral and that of the State of Florida and has received a recommendation of approval from the
City's Planning & Zoning Board, this re -plat is approved.
WHEREAS, the City Council deems that this Resolution is in the best interests of the public
health, safety, and welfare of the citizens of Cape Canaveral.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE CITY COUNCIL OF THE
CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDA, THAT:
Section 1. Incorporation of Recitals. The foregoing recitals are deemed true and correct
and hereby fully incorporated herein by reference.
Section 2. Re -Plat Approval. The final re -plat for Beachside Townhomes, a copy of
which is attached hereto as Exhibit `B" and is incorporated herein fully by this reference, is approved
Section 3. Signature Approval.. The Mayor and City Clerk are hereby authorized to
execute said plat on behalf of the City of Cape Canaveral.
Section 4. Severability. If any section, subsection, sentence, clause, phrase, word, or
portion of this resolution is for any reason held invalid or unconstitutional by a court of competent
jurisdiction, whether for substantive or procedural reasons, such portion shall be deemed a separate,
distinct, and independent provision, and such holding shall not affect the validity of the remaining
portions of this Resolution.
City of Cape Canaveral, Florida
Resolution No. 2004-43
Page 1 of 2
Section 5. Repeal of Prior Inconsistent Resolutions. All prior resolutions or parts of
resolutions in conflict herewith are hereby repealed to the extent of the conflict.
Section 6 Effective Date. This Resolution shall become effective immediately upon its
adoption by the City Council of the City of Cape Canaveral, Florida.
Resolved by the City Council of the City of Cape Canaveral, Florida, in a regular
meeting assembled on this _ day of , 2004.
ROCKY RANDELS, Mayor
ATTEST:
For Against
Bob Hoog
Steve Miller
Jim Morgan
SUSAN STILLS, City Clerk Buzz Petsos
Rocky Randals
Approved as to legal form and sufficiency for
the City of Cape Canaveral only:
ANTHONY A. GARGANESE, City Attorney
City of Cape Canaveral, Florida
Resolution No. 2004-43
Page 2 of 2
Date: October 18, 2004
To: Bennett Boucher, City Manager
Susan Stills, City Clerk
From: Bea McNeely, Chairperson, Planning & Zoning Board
Re: Recommendation to City Council Regarding Beachside Townhomes -
Final Replat
The Planning & Zoning Board recommended approval of the Beachside Townhomes
Final Replat at the meeting held on October 13, 2004.
Please schedule this plat on an upcoming City Council meeting agenda.
You already have the milar and I have enclosed five copies of the plat for the Council
packets.
Thanks,
Susan L. Chapma
P & Z Board Secretary
Meeting Type: Regular
Meeting Date 11-16-04
AGENDA
Heading
Resolutions
Item
5
No.
City Manager` Office
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: RESOLUTION N6 2004-44 ELECTING A MAYOR PRO TEM
DEPT./DIVISION: LEGISLATIVE
Requested Action:
City Council consider from its members the selection of Mayor Pro Tem.
4
Summary Explanation & Background:
Please advise.
Exhibits Attached:
Resolution No. 2004-44
City Manager` Office
Department LEGISLATIVE
ca32fi\mydo int in\council\meeting\2004\11-16-04\elect.doc
RESOLUTION NO. 2004-44
A RESOLUTION OF THE CITY OF CAPE CANAVERAL, BREVARD COUNTY,
FLORIDA; ELECTING A MAYOR PRO TEM OF THE CITY OF CAPE
CANAVERAL; PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Article V, Section 4, of the Charter of the City of Cape Canaveral, Florida,
requires the City Council to annually elect from its membership a Mayor Pro Tem.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Cape
Canaveral, Brevard County, Florida, as follows:
SECTION 1. is hereby elected as Mayor Pro Tem of the City of Cape
Canaveral, Florida; said Mayor Pro Tem is authorized and directed to undertake the duties and
responsibilities of Mayor Pro Tem, in conformity with the City Charter, and to serve in such
capacity until the next annual election.
SECTION 2. This Resolution shall become effective immediately upon its adoption.
ADOPTED BY the City Council of the City of Cape Canaveral, Florida, this
16th day of November, 2004.
ATTEST:
Rocky Randeis, MAYOR
Bob Hoog
Susan Stills, CITY CLERK Steve Miller
Jim Morgan
Buzz Petsos
Rocky Randels
APPROVED AS TO FORM:
Anthony Garganese, CITY ATTORNEY
FOR AGAINST
Meeting Type: Regular
Meeting Date 11-16-04
'AGENDA
Heading
Discussion
Item
6
No.
I am seeking feedback from the City Council as to whether or not there is an interest in establishing a mixed-use
AGENDA REPORT
CITY COUNCIL OF THE CITY OF CAPE CANAVERAL
SUBJECT: DISCUSSION: MIXED-USE DEVELOPMENT DISTRICT
DEPT./DIVISION: PLANING &ZONING
Requested Action:
City Council to review the concept of a mixed-use development district, as presented by Greene International
Development Corporation.
4
Summary Explanation & Background:
The Planning & Zoning Board and representatives of Greene International Development Corporation have been
discussing the concept of a mixed-use development district.
I am seeking feedback from the City Council as to whether or not there is an interest in establishing a mixed-use
development district within the City.
Tonight's presentation was also presented to the Planning & Zoning Board.
Please advise.
Exhibits Attached:
Background information; Proposed Ordinance
City Man ffice /'
Department PLANNING & ZONING
cape- im\mydoc ents\ ouncil\meeting f304\11-16-04\greene
doc
NOV-09-2004(TUE) 13;43
P. 002/002
IF MNE INTERNATIONAL
IrPl,ene For the attention of: Raider-ial and C'wnnercol Pm/Nrrty Drvnlpptr Gracile
I rrm`+cani NAL Mr. Bennett C. Boucher wn=Twm
qty Manager
City of Cape Canaveral
105 Polk Ave
Cape Canaveral, _Fl 32920
November 9, 2004
Dear Mr. Boucher,
ProRm_"EXt lyse Development — Mermaid U& -Cape Canaveral
Many cities across Florida, as well as the United States, are realizing the benefits
of carefully mixing commercial and residential uses. The City of Cape Canaveral
does not have within its Comprehensive Plan or Land Use Regulations the
mechanisms to permit the City to allow for mixed uses.
With this thought in mind, I would like to propose to develop a mixed-use
development within the City of Cape Canaveral which will require several items.
The first item is a text amendment to the City's Comprehensive' Plan which will
provide language which authorizes mixed commercial and residential use. The
second is a corresponding mixed-use development ordinance which, as part of
your Land Development Regulations, will dilate the requirements for such a
development ?he changes would impact my property, but would also allow for
the use in other areas that the City desires.
I propose to present to the City the framework for a Development Agreement
which will, if the Gly Council so approves, dictate the timing and sequence of the
proposed development and set forth the parties rights and responsibilities.
I am of course aware that the process will require public hearings and public
input as well as the consent of the City Council.
I wish be placed on the agenda of the City Council meeting on the 16th of this
month to make a personal and video presentation.
Sincerely,
President
World Headtitumers:
5604 North Atlantic Avenue, Cocoa Beach, Honda 12931 USA Tel: 321-799-0799 Fax: 321-799-0791 Email: greencOgrcencintemational.com
Offices also in laigland and Wales
Ilp"IMI&NE 1 '1' :« IIIIN L
cvelopelikent 1:411•104110ati on
®reeve Residential and Commercial Property Developer
4TrRNA110NAL
For the attention of:
Ms Susan Chapman
Building Dept
City of Cape Canaveral
105 Polk Ave
Cape Canaveral, FI
September 30, 2004
Dear Ms Chapman,
Please find enclosed 10 copies of the preliminary draft of the mixed-use
ordinance that we would like the Planning & Zoning committee to consider in
their next meeting on October 13th 2004.
You are also aware that on that evening we will be making a short video
presentation and our Palm Beach architect Mr. Ron Schwab will be available to
answer any questions the committee members may have.
We have submitted this information early so that the committee will have plenty
of time to review it and ask questions.
Kind regards,
MARTIN GREENE MNAEA MCEI MICBA
President
Greene
INTERNATIONAL
World Headquarters:
SO4 North Atlantic Avenue, Cocoa Beach, Florida 32931 USA Tel: 321-799-0799 Fax: 321-799-0791 Email: greene@greeneinternational.com
Offices also in England and Wales
1ST DRAFT— CITY OF CAPE CANAVERAL MIXED USE DISTRICT
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF CAPE CANAVERAL, BREVARD COUNTY,
FLORIDA, CREATING A NEW SECTION TO ARTICLE OF
OF THE CODE OF ORDINANCES OF THE CITY;
1. AMENDING THE CITY'S COMPREHENSIVE PLAN COMMERCIAL LAND USE
CLASSIFICATION BY ADDING LANGUAGE TO PROVIDE FOR AND
REGULATE MIXED-USE DEVELOPMENTS WITHIN THE CITY;
2. AMENDING THE CITY'S LAND DEVELOPMENT REGULATIONS BY
PROVIDING FOR MIXED USE OVERLAY DISCTRICTS.
PROVIDING FOR THE PURPOSE AND INTENT; PROVIDING FOR THE TYPES OF USES
AND BUILDINGS IN MIXED-USE DISTRICTS; ESTABLISHING MINIMUM DESIGN
CRITERIA FOR MIXED-USE DEVELOPMENT; AMENDING ARTICLE ,
SECTION DISTRICT OF THE CODE OF
ORDINANCE OF THE CITY, PROVIDING FOR A MIXED-USE DEVELOPMENT AS A
PRINCIPAL USE IN THE ZONING DISTRICT; PROVIDING FOR
INCORPORATION INTO THE CODE OF ORINDANCES.
NOW THEREFORE BE IT ORDAINED by the City Council of Cape Canaveral, Brevard
County, Florida that:
THIS IS WRITTEN FOR OPTION 2:
Section 1. A new Section — is hereby added to Division 5-C-1 Low Density
Commercial District of the Code of Ordinances to read as follows:
Sec. 110-332 Principal Uses and Structures is hereby amended to add item (15) Mixed -
Use Developments, overlay Districts meeting the following regulations
Sec. Purpose and Intent These Mixed-use district regulations are innovative
land development controls designed to encourage a variety of uses and to provide the necessary
standards and criteria for review in accordance with expected architectural principals.
Furthermore, it is the purpose of the mixed-use development district to strengthen the economy
of the City by stabilizing and improving property values, and to encourage new construction and
Rochelle W. Lawandales, AICP Page 1 07/20/04
1" DRAFT— CITY OF CAPE CANAVERAL MIXED USE DISTRICT
development that will be harmonious with the existing structures and surrounding areas.
The mixed-use development is intended to allow for a combination of residential,
business, professional, office and other retail uses within a single building and/or development
site. The mixed-use development is intended to create an urban design fabric which brings new
structures or adaptive new uses of existing structures to create a village atmosphere, where
residential uses and commercial uses are within walking distance of each other. It is designed to
encourage pedestrian flow and to provide a safe and convenient route for the inhabitants of this
City to developed public spaces, neighborhoods and shops. To this end, the mixed-use
development promotes the following values and objectives:
A. Unify lands proposed for mixed uses into one cohesive development with compatible
B.
C.
D.
E.
F.
C
uses and to maintain consistency with the goals, objectives and policies of the City's
comprehensive plan;
Promote economic development, provide diverse range of housing opportunities,
protecting existing residential areas, and preserve intrinsic natural man made resources;
Create and incorporate design guidelines for redevelopment and new construction;
Provide a unified theme for development while encouraging diversity in design,
materials, layout and other characteristics of development;
Establish a theme for street scape , signage, lighting, and other outside features for use
within the development when undertaking such a development;
To meet the goals, objectives and policies of the City's comprehensive plan by
promoting the use of innovative land development regulations.
Sec. Uses and Buildings
The following uses and buildings are permitted in the mixed-use development:
1. Except as otherwise provided herein, all non-residential uses must contain an
associated residential component. Non-residential uses in the mixed-use development
shall be strictly limited to the following;
a. Retail stores, sales and display rooms, including places where goods
produced. Such retail stores as consistent with the C1 zoning designation are limited
to the following:
• Antique Shops
• Art goods
'�� W. Lawandales, AICP Page 2 07/20/04
1sT DRAFT—
CITY OF CAPE CANAVERAL MIXED USE DISTRICT
•
Art studios
•
Bakery sales
•
Barber shops and beauty parlors
•
Book stores
•
Ceramics (no production)
•
Confectionary and ice cream stores
•
Curio shops
•
Dog and pet beauty parlor (with no outside kennels or runs)
•
Drug and sundry stores
•
Floral shops
•
Gift shops
•
Hobby shops
•
Interior decorating and draperies
•
Jewelry stores
•
Leather goods store
•
Liquor sales
•
Luggage shop
•
Millinery stores
•
Music shops
•
News stands
•
Optical stores
•
Shoe stores and shoe repair shops
•
Soft drink stands
•
Souvenir stores
•
Stationary stores
•
Tea rooms
•
Tobacco stores
•
Wearing apparel stores
•
Laundry and dry cleaning pick up stations, and tailor shops
•
Photographic studios
Rochelle W. Lawandales, AICP Page 3 07/20/04
IST DRAFT— CITY OF CAPE CANAVERAL, MIXED USE DISTRICT
• Restaurants and eating establishments
• Bed and breakfast lodging facilities
• Public parking
• Drinking establishments
2. Residential uses shall be permitted in the mixed-use district subject to the following:
a. MPUD overlay on R2 and R3 residential zones shall be consistent
with height and density requirements of R2 and R3 zoning.
b. Attached dwelling units on the allowable floors above the non-
residential uses shall permitted
c. Single purpose residential buildings are also permitted within the
Mixed Use District.
d The standards set forth below shall apply to all residential uses
developed in conjunction with non-residential uses.
i. All residential units constructed as part of a mixed-use building shall
have a minimum of 650 square feet of floor area, except for one
bedroom units, which shall have a minimum of 750 square feet of
floor area, plus 200 square feet per each additional bedroom.
3. Required mix of Residential and Commercial. To ensure a mix of uses the
following maximum gross square footage for commercial or residential are:
a. A MPUD maximum gross commercial square footage of 80% of the total
development.
b. A MPUD maximum gross residential square footage 80% of total
development.
Sec. 21.3 Minimum Design Criteria
1. The following minimum design criteria shall apply to a mixed-use development:
A. Pedestrian Linkage
All mixed-use development shall include pedestrian crossings, sidewalks or
Rochelle W. Lawandales, AICP Page 4 07/20/04
1ST DRAFT— CITY OF CAPE CANAVERAL MIXED USE DISTRICT
sidewalk linkages. Pedestrian crossings, sidewalk, or sidewalks linkages
shall be constructed of pavers or concrete. Sites shall also be designed to
accommodate pedestrian linkages to adjoining sites.
B Parking
There shall be at least two off street parking space for each residential
dwelling unit. Spaces for the commercial uses shall be calculated to meet a
minimum standard of Section 110-491.
C. Walls and Fences
Construction, erection, and maintenance of walls and fences shall be
governed by the following:
i. There shall be no fences, walls, plantings, or other structures or
obstructions erected or maintained within 25 feet of any street
intersection.
ii. Any fence or wall which is visible from any public right-of-way shall be
designed as an intricate feature of the architectural design of the principal
structure. Such design shall include the use of similar materials, colors, and
finishes as the principal structure.
iii.Walls or fences to the rear and sides of the front of the building line must
use the same material and design as the construction of the main buildings.
Unless otherwise provided for herein, these walls or fences must be a
minimum of four feet in height and no higher than eight feet.
D. Signs shall conform to the City's sign codes.
E. Set Backs
a. Building setbacks from the perimeter shall be 25 feet from the exterior
property line and 50 feet from SR AIA and North Atlantic Blvd right of
way/property line.
b. All buildings constructed in the mixed-use development shall comply
with the following minimum setbacks:
i. Front set backs shall be a minimum of 10 feet from the road right-of-way.
ii. The rear yard set back shall be a minimum of 0 feet from the rear property
line.
Rochelle W. Lawandales, AICP Page 5 07/20/04
1s' DRAFT CITY OF CAPE CANAVERAL MIXED USE DISTRICT
iii. Side set back for all unattached buildings or structures shall be separated by
a minimum of five feet. For corner parcels, there shall be a corner side set
back of 10 feet from the property line.
F. Miscellaneous Provisions
i. Structures, which are situated on corner lots, through lots, or are clearly
visible from rights-of-way and public area shall be designed with full
architectural treatment on all visible sides.
ii. All service areas and all equipment (ground or roof) shall
be screened using architectural features consistent with the
structure, or landscaping to provide opaque screening.
Section 2. Division 8.0-2 Commercial/Manufacturing District is hereby amended as
follows to add the Mixed Use Development regulations as found above to the list of
permitted uses found in Section 110-381. C2 zoning has uses that may not be
compatible with residential use and I recommend not including the C2 zone for MP UD.
Section 3. All ordinances or parts thereof in conflict herewith are hereby repealed to
the extent of such conflict with this ordinance.
Section 4. Should any section, clause or provision on this ordinance be declared by
Court of competent jurisdiction to be invalid, the same shall not effect the validity of the
remaining provisions or parts of this ordinance.
Section 5. This ordinance shall take effect immediately upon its adoption.
PASSED AND ADOPTED by the City Council of the City of Cape Canaveral, Brevard
County, Florida this day of
Rochelle W. Lawandales, AICP Page 6
2004
CITY OF CAPE CANAVERAL
BREVARD COUNTY, FLORIDA.
Mayor
07/20/04
1" DRAFT— CITY OF CAPE CANAVERAL MIXED USE DISTRICT
ATTEST:
City Clerk
Prepared/Sponsored by:
First Reading:
Second Reading:
Rochelle W. Lawandales, AICP Page 7