HomeMy WebLinkAboutCC 1987-02-09 Agendas
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CITY OF NORTH RICHLAND HILLS
PRE-COUNCIL AGENDA
FEBRUARY 9, 1987 - 6:30 P.M.
For the Meeting conducted at the North Richland Hills City Hall Council Chambers,
7301 Northeast Loop 820.
NUMBER
ITEM
ACTION TAKEN
1. Charter Amendment
Election--Determination of Date
and Subject Matter (Memo to
Mayor & Council From City
Manager) (Recommended Discussion
Time - 10 Minutes)
2. GN 87-17 Economic Marketing/Development
Program (Agenda Item No. 23)
(Recommended Discussion Time -
15 Minutes) ,.
3. PW 87-9 Request of B. H. & L. Joint
Venture for Approva 1 .<?f
Temporary C'onstructi on on Wi 1 s·on
Lane (Agenda Item No. 28)
(Recommended Discussion Time -
15 Minutes)
4. GN 87-15 Establishing Voting Precincts,
Resolution No. 87-11 (Agenda
Item No. 21) (Recommended
Discussion Time - 5 Minutes)
5. GN 87-16 Court of Records (Agenda Item
No. 22) (Recommended Discussion
Time - 5 Minutes)
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Page 2
NUMBER ITEM
ACTION TAKEN
6. PU 87-13 Bid Award to Riggs First Line
for a 1500 GPM in the Amount of
$148,251 (Agenda Item No. 27)
(Recommended Discussion Time - 5
Minutes)
7. GN 87-13 Animal Shelter/Fees Owner's
Surrender, Ordinance No. 1441
(Agenda Item No. 20)
(Recommended Discussion Time - 5
Minutes)
8. Other Items
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City of ~orth ~cWand ~ls
,\
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·~i~ ~tar of the '-Metroplex
OFFICE OF
CITY MANAGER
February 6, 1987
REF: CMM 0133-87
Memo to:
Mayor & City Council
Rodger N. Line
City Manager
Additional Information for 2/9/87 Council Meeting
From:
Subject:
As indicated in the cover sheet for Agenda Item #23 (Economic Marketing/
Development Program) there is attached the proposed agreement with Worth
Blake and Associates providing for professional services to the City. The
attached contract is still in preliminary form and subject to further
refinement. It should be emphasized that only Phase I of the proposed work
is being recommended at this time. Further, the Phase I report will be
submittpd for Council review prior to any further commitment.
There is also attached a revised estimate of the cost of implementing a
Municipal Court of Record as discussed in Agenda Item #22. The "Cost
Analysis" appended to the cover sheet as Attachment "C" was not intended to
be transmitted because it is too early to make realistic estimates of costs
and additional revenues. However, the budget attached to this memo is a
more realistic estimate of what the actual cost might be. It should be
emphasized that the action before the Council on Monday night does not
propose to establish a Court of Record, but merely to obtain enabling
legislation which would make it possible to do so if and when it may be
desired.
The City Attorney has indicated that the proposed contract with B. H. & L.
Joint Venture regarding Wilson Lane will be available at the Pre-Council
Meeting on Monday night.
R~~itted'
Rodger N. Line
RNL/gp
Attachments
(817) 281-0041 I 7301 N. E. lOOP 820 I P. O. BOX 18609 I NORTH RICHlAND HILLS, TEXAS 76180
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CITY OF NORTH,RICHLAND HILLS
CITY COUNCIL AGENDA
FEBRUARY 9, 1987
For the Meetin~ conducted at the North Richland Hills City Hall Council Chambers,
7301 Northeast Loop 820, at 7:30 p.m. The below listed items are placed on the Agenda
for discussion and/or action.
NUMBER ITEM
1. Call to Order
2. Roll Call
3. Invocation
ACTION TAKEN
4. Minutes of the Regular Meeting January 26,
1987
5. Presentation by Project Pride Committee to
Mr. Dennis Stout
,
6. Removal of Item(s) from the Consent Agenda
7. Consent Agenda Item(s) indicated by Asterisk
( 16, 17, 18, 19, 20, 21, 22, 2.3, 25, _ 26, 27,
& 28)
8. PZ 86-71 PLANNING & ZONING - PUBLIC
HEARING - Request of F.E. Griffin
to rezone a portion of Tract 4A,
4A1, and 4A2, John Condra Survey,
Abstract 311, from AG
(Agriculture) to R-2 (Single
Family) (Located on the south
side of Starnes Road west of
Plumwood Drive)
9. Ordinance No. 1437
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Page 2
NUMBER
ITEM
ACTION TAKEN
10. PZ 86-72 PLANNING & ZONING - PUBLIC
HEARING - Request of Don Waters
to rezone Tract 2A3B and 2A3C,
W.A. Trimble Survey, Abstract
1520 from OC (Outdoor Commercial)
to R-l (Single Family) (Located
on the south side of Riviera
Drive at the west end of the
street)
11. Ordinance No. 1438
12. PZ 86-73 PLANNING & ZONING - PUBLIC
HEARING - Request of Charles
Schreiner Nelson to rezone Tract
2, S. Richardson Survey, Abstract
,
1266, and Tract 18, Alexander
Hood Survey, Abstract 683, from
AG (Agriculture) to R-2 (Single
Family) (Located south of_Wilson
lane west of Keller Smithfield
Road)
13. Ordinance No. 1439
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Page 3
NUMBER ITEM
ACTION TAKEN
14. PZ 86-74 PLANNING & ZONING - PUBLIC
HEARING - Request of Charles
Schreiner Nelson to rezone Tract
lA, and 2, S. Richardson Survey,
Abstract 1266, from AG
(Agriculture) and R-2 (Single
Family) to R-3 (Single Family)
(Located south of Wilson Lane,
west of Keller Smithfield Road)
15. Ordinance No. 1440
*16. PS 86-50 Request of Don R. Waters for
replat of Lot 3R, Block 11,
Fossil Creek Trails Addition
(Located on the south side of
~
Riviera Drive)
*17. PS 86-55 Request of Richland Parkway Joint
Venture for Replat of Lots lR and
2 through 4, Block 16, Snow
Heights North Addition (Located
on the west side of Thaxton
Parkway between Loop 820 Service
Road and the Texas Electric
Service Co. Power Line
Right-of-Way
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Page 4
NUMBER ITEM
ACTION TAKEN
*18. PS 86-56 Request of Northwood Plaza Joint
Venture for Replat of Lots 3R1
and 3R2, Block 2, Snow Heights
North Addition (Located on the
north side of Loop 820 east of
Rufe Snow Drive)
*19. GN 87-12 Joint Election with Tarrant
County, Resolution No. 87-9
*20. GN 87-13 Animal Shelter/Fees Owner's
Surrender, Ordinance No. 1441
*21. GN 87-15 Establishing Voting Precincts,
Resolution No. 87-11
*22. GN 87-16 Court of Records
*23. GN 87-17 Economic Marketing/Development
Program
24. GN 87-18 Public Hearing - Community
Development Block Grant
*25. GN 87-19 Ratification of Purchase of
Right-of-Way of Hightower Drive
*26. PU 87-12 Bid Award to Graff Chevrolet for
(3) 1/2 Ton Pick-up Trucks (1)
S-10 Pick-up Truck in the
Combined Amount of $37,820
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Page 5
NUMBER ITEM
ACTION TAKEN
*27. PU 87-13 Bid Award to Riggs First Line for
a 1500 GPM in the Amount of
$148,251
*28. PW 87-9 Request of B. H. & L. Joint
Venture for Approval of Temporary
Construction on Wilson Lane
29. Citizen Presentation
30. Adjournment
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City of ~orth ~cWand ~ls
~tar of the '-Metroplex
- -..,
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OFFICE OF
CITY MANAGER
February 5, 1987
REF: CMM 0132-87
Memo to:
Mayor'& City Council
Rodger N. Line
City Manager
Date and Content of Charter Election
From:
Subject:
In keeping with the original schedule for the Charter Commission·s study and
the Charter Amendment Election, the proposed date for the election is August
8th, 1987. However, it has been observed that holding the election during
the public schools· vacation period might,reduce voter turnout. Also, the
weekend of August 7th, 8th and 9th has been tentatively scheduled for the
annual budget workshop. This event can be rescheduled, if so desired. The
next available date for the election, under State law, is November 3, 1987.
It is requested that the City Council determine the desired date for the
Charter Amendment Election. It is also pröposed' that a workshop be
scheduled with the Charter Study Commission to determine which proposed
amendments will be included on the ballot.
If 112/ ~
RNL/gp
(817) 281-0041 / 7301 N. E. lOOP 820 I P. O. BOX 18609/ NORTH RICHlAND HillS, TEXAS 76180
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MINUTES OF THE REGULAR MEETING OF THE CITY
COUNCIL OF THE CITY OF NORTH RICHLAND HILLS,
TEXAS, HELD IN THE CITY HALL, 7301 NORTHEAST
LOOP 820 - JANUARY 26, 1987 - 7:30 P.M.
1.
CALL TO ORDER
Mayor Echols called the meeting to order January 26, 1987, at 7:30 p.m.
Present:
Dan Echols
Dick Fisher
Marie Hinkle
Mack Garvin
Virginia Moody
Jim Ramsey
Staff:
Rodger N. Line
Dennis Horvath
Jeanette Rewis
Rex McEntire
Lee Maness
Gene Riddle
Stan Gertz
Richard Royston
Richard Albin
Members of the Press
Absent:
Richard Davis
Harold Newman
2.
ROLL CALL
Mayor
Councilman
Councilwoman
Councilman
Councilwoman
Councilman
City Manager
Assistant City Manager
City Secretary
Attorney
Finance Director
Public Works Director
Fire Chief
Director of Planning
City Engineer
Mayor Pro Tem
Councilman
3.
INVOCATION
Councilman Garvin gave the invocation.
4.
MINUTES OF THE SPECIAL MEETING DECEMBER 31, 1986
APPROVED
Councilman Garvin moved, seconded by Councilman Fisher, to approve the
minutes of the December 31, 1986 meeting.
Motion carried 2-0; Councilmen Garvin and Fisher voting for and Councilman
Ramsey and Councilwomen Hinkle and Moody abstaining due to absence from
the meeting.
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January 26, 1987
Page 2
5.
MINUTES OF THE REGULAR MEETING JANUARY 12, 1987
APPROVED
Councilwoman Hinkle moved, seconded by Councilman Ramsey, to approve the
minutes of the January 12, 1987 meeting.
Motion carried 4-0; Councilwomen Moody and Hinkle and Councilmen Garvin
and Ramsey voting for and Councilman Fisher abstaining due to absence from
the meeting.
6.
REMOVAL OF ITEM(S) FROM THE CONSENT AGENDA
Councilwoman Moody removed Item No. 23 from the Consent Agenda.
7.
CONSENT AGENDA ITEM(S) INDICATED BY ASTERISK~
9, 11, 12, 14, 15, 16, 17, 18,
19, 20, 21, 22, 24 & 25)
APPROVED
Councilman Ramsey moved, seconded by Councilwoman Hinkle, to approve the
Consent Agenda.
Motion carried 5-0.
8.
PZ 86-75 REQUEST OF CHARLES SCHREINER NELSON
FOR APPEAL HEARING
GPANTED
Councilman Ramsey moved, seconded by Councilman Fisher, to grant the
Appeal Hearing for February 23, 1987.
Motion carried 5-0.
* 9.
SO 87-3 PROPOSED SIGN ORDINANCE REVISIONS,
ORDINANCE NO. 1436
APPROVED
10.
GN 87-8 CALLING CITY COUNCIL ELECTION,
RESOLUTION NO. 87-7
APPROVED
Mr. McEntire stated that at the time the request was made to the Justice
Department to make the change for three polling places there was
discussion on various means of conducting the election. Mr. McEntire
stated he had prepared a resolution designating the three polling places
and the precincts that would vote at each poll. Mr. McEntire stated that
after the discussion of the resolution with the Council, the resolution
had been revised as follows: Item a, b, & c under Section 2 would be
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January 26, 1987
Page 3
changed to state "a) City Hall at 7301 Northeast Loop 820; b) Branch City
Hall at 6801 Glenview Drive; and c) Fire Station at 8300 Starnes Road.
Each qualified voter shall be entitled to vote at anyone of the three
polling places. II
Mayor Echols stated the City would have three polling places; (1) the Fire
Station on Starnes Road, (2) Branch City Hall at 6801 Glenview, and (3)
City Hall, 7301 Northeast Loop 820.
Mayor Echols presented the following resolution:
IIRESOLUTION NO. 87-7
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF NORTH
RICHLAND HILLS, TEXAS, THAT:
1.
A municipal election shall be held for the election óf four
Council Members to Places 1, 3, 5 and 7 on the 4th of April, 1987 between
the hours of 7:00 a.m. and 7:00 p.m.
2.
The election shall be held at three polling places as follows:
a. City Hall at 7301 Northeast Loop 820;
b. Branch City Hall at 6201 Glenview Drive; and
c. Fire Station at 8300 Starnes Road.
Each qualified voter shall be entitled to vote at anyone of the three
polling places.
3 ~-
Qualified candidates may file with the Mayor, in the office
of the City Secretary, between the hours of 8:00 a.m. and 5:00 p.m.,
Monday through Friday, until February 18, 1987 at 5:00 p.m., at which time
filing will close.
4.
The following persons shall serve as election officials:
Election Judge:
Assistant Judge:
Assistant Judge:
Assistant Judge:
Gary Holt
Bob Bartley
Jane Bell
Lee Anne Lamond
and such clerks as may be needed and appointed by the Election Judge.
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January 26, 1987
Page 4
5.
Board:
The following persons are appointed as the Absentee Ballot
Chief Judge:
Member:
Member:
Gary Holt
Bob Bartley
Jane Bell
6.
Absentee voting shall commence March 11, 1987 and continue
through March 31, 1987. Absentee voting shall take place in the office of
the City Secretary in the City Hall. (Room 124 and City Council ChamQers
shall be considered an extension of the City Secretary's office for
absentee voting.) ,
7.
The election shall be conducted pursuant to the laws-of the
State of Texas. The City Secretary is directed to procure voting machines
for regular voting and for absentee voting, if available. II
Councilman Ramsey moved, seconded by Councilman Garvin, to approve
Resolution No. 87-7.
Motion carried 5-0.
*11.
GN 87-9 CONTRACT BETWEEN TRINITY RIVER AUTHORITY
AND CITY OF NORTH RICHLAND HILLS FOR LABORATORY SERVICE
APPROVED
*12~
GN 87-10 RATIFICATION OF HIRING OF PANNELL,
KERR & FORSTER FOR NEGOTIATING WITH THE CITY
OF FORT WORTH FOR A WASTEWATER CONTRACT, RATES
AND SEWER ACCESS FEE
APPROVED
13.
GN 87-11 PUBLIC HEARING - CHARTER COMMISSION RECOMMENDATIONS
Mayor Echols opened the Public Hearing.
Dr. Tom Duer, North Richland Hills, appeared before the Council.
Or. Ouer stated he would like to express his appreciation for being able
to serve on the Charter Commission. Dr. Duer stated the only comment he
had was that if the summary letter from the Charter Commission was going
to be sent to all of the residents that it should also include persons
that spoke against the name change. Or. Ouer stated if the summary
message was sent out to the citizens the way it read at the present time
they were going to think no one spoke against the name change.
Mr. McEntire stated the Charter Commission members would have to be called
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January 26, 1987
Page 5
if it was changed because this was their message and not the Council's.
Mayor Echols stated he thought the Council had the option to make changes.
Mr. McEntire stated the Council could make changes to the propositions but
this was the Charter Commission's message.
Mayor Echols stated that as he understood it, the Council would look at
the specific changes again before forwarding them to the Justice
Department.
Mr. McEntire stated the Council was adopting the resolution so it could be
sent to the Justice Department.
Councilman Ramsey stated he did not see how the Council could adopt the
propositions since the Council had not had a chance to discuss it before
tonight.
Mayor Echols advised the propositions would be acted on at the next
Council meeting.
Councilwoman Moody asked what the Charter Commission's reaction was on
four-year terms for Council members.
Dr. Duer stated they felt it would be setting a precedence, no other city
in the area had four year terms.
Mayor Echols closed the Public Hearing.
, .
*14.
PU 87-6 CONSIDERATION OF AUTHORIZING CONDEMNATION
OF PROPERTY OWNED BY MR. B.R. SEALE,
GOODE, INC. (HANK SUTTON), AND MR. W.H. LONG,
RESOLUTION NO. 87-5
A'PPROVËb
*15.
PU 87-7 BID AWARD FOR TRACTOR WITH BACKHOE
APPROVED
*16.
PU 87-8 BID AWARD TO JACK WILLIAMS CHEVROLET
FOR FOUR DIESEL DUMP TRUCKS
APPROVED
*17.
PU 87-9 BID AWARD FOR WATER BILL MAILER
TO INTEC BUSINESS SYSTEMS
APPROVED
*18.
PU 87-10 FIRE STATION NO. 4 BID PROPOSAL
AND RECOMMENDATION; PHILLIP SWAGER ASSOCIATES
APPROVED
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January 26, 1987
Page 6
*19.
PU 87-11 BID AWARD TO CAseo INDUSTRIES INC.,
FOR (20) BUNKER FIRE COATS AND PANTS
APPROVED
*20.
PW 87-6 COMMUNITY DEVELOPMENT BLOCK
GRANT PROGRAM - HARMONSON ROAD BETWEEN
DAWN DRIVE AND HONEY LANE
APPROVED
*21.
PW 87-7 NEW WATER AND SEWER PROJECTS THROUGHOUT THE CITY
APPROVED
*22.
PW 87-8 AUTHORIZATION FOR PARTICIPATION
IN THE CONSTRUCTION OF HOLIDAY LANE
BETWEEN HIGHTOWER AND STARNES ROAD
APPROVED
23.
PW 87-9 REQUEST OF B. H. & L. JOINT VENTURE
FOR APPROVAL OF TEMPORARY CONSTRUCTION ON WILSON LANE
APPROVED
Mayor presented the following recommendation:
nIt is recommended by the Staff that the City Council consider approval of
the B. H. & L. Joint Venture proposal for constructing a temporary road
along the alignment of Wilson Lane provided a mutually agreeable
resolution can be negotiated with B. H. & L. that will satisfy the
following issues:
1) That B. H. & L. Joint Venture assume all the costs of
construction.
2) That the minimum width of the proposed road be 36 feet.
3) That the design of the proposed road satisfies all of the
drainage requirements of the Subdivision Ordinance including
protection of the adjacent properties upstream and downstream of
the road.
4) That the applicants assume maintenance responsibility for the
temporary road until such time as the permanent street is
constructed.
5) That a covenant or contract be executed with the applicants
requiring that the development of any portion of their property
which is serviced by Wilson Lane, not just adjacent to the
street, will dictate that the full development of Wilson Lane
will be constructed as a condition of development in increments
which will provide street access for the portion under
development.
6) That the intersection of Wilson Lane with Davis Boulevard be
approved by the State Highway Department to conform to the design
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January 26, 1987
Page 7
for the improvements to Davis Boulevard.1I
Mr. Line stated the proposed right-of-way dedication was 100 feet in
width. In addition the City needed five feet on each side for utility
easements which B. H. & L. were willing to dedicate. This would be a
total of 110 feet of right of way from Smithfield Road on the west to
Precinct Line on the east.
Mayor Echols stated that what was being considered by the Council was to
give the City Manager the opportunity to come back to the Council with a
mutually agreeable resolution.
Councilman Ramsey moved, seconded by Councilwoman Moody, to approve PW
87-9.
Motion carried 5-0.
*24.
PW 87-10 CITY OF NORTH RICHLAND HILLS' PARTICIPATION
IN BIG BEAR CREEK EXTENSION PROJECT,
RESOLUTION NO. 87-8
*25.
PW 87-11 SIDEWALKS ALONG SMITHFIELD ROAD
NEAR SMITHFIELD ELEMENTARY SCHOOL
Councilman Garvin stated he would like to express appreciation to Dr. Duer
for his time and efforts on the Charter Amendments.
26.
CITIZEN PRESENTATION
None
27-.
ADJOURNMENT
Councilman Ramsey moved, seconded by Councilman Garvin, to adjourn the
meeting.
Motion carried 5-0.
.
Mayor
ATTEST:
City Secretary
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January 29, 1987
Rodger Line, City Manager
CITY OF NORTH RICHLAND HILLS
P. O. Box 18609
North Richland Hills, TX 76180
Dear Rodger:
The Project P:t'ide Commi ttee of ·'the Northeast Tarrant County
Chamber of Commerce wo~ld like to request 3 to 5 minutes on the
City Council agenda for February 9th.
Through the Project Pride Committee we currently recognize out-
standing area residents who make a valuable contribution to com-
munity beautification. Dennis Stout has revitalized the Smith-
field Feed and Garden business at 8021 Main Street.
We would like to present Mr. Stout with a plaque of appreciation
at the council meeting.
We feel that these presentations provide the opportunity for those
residents to see that both the Chamber and City value their
efforts.
Thank you for your consideration and we will look forward to
hearing from you.
Yours truly,
. \ ¡J--
LeI hlC{¿L ,5¡;k---
Wanda Strol{g
Project Pride Chairman
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B:t'uce Auld '
P:ï:'Iesident
5001 DENTON HIGHWAY 0 FORT WORTH, TEXAS 76117 0 (817) 281-9376
SERVING HALTOM CITY, NORTH RICHLAND HILLS, RICHLAND HILLS, WATAUGA, AND SURROUNDING AREAS
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CITY OF
NORTH RICHLAND HILLS
Planning and Development
Department:
2/9/87
Subject:
Council Meeting Date:
Request of F.E. Griffin to Rezone a Portion of d N b PZ 86-71
Tract 4A, 4Al, and 4Al. John condra :survey, AbsLracL 31 f~fonf urn er:
AG to R-2
Ordinance No. 1437
This Zoning Application is presented on the vacant agricultural property and the
applicants home site located on the south side of Starnes Road at its intersection with
the proposed extension of Holiday Lane. The requested rezoning is from AG Agriculture
to R-2 Single Family Residential. The purpose for the proposed rezoning is to allow the
applicant to develop the tract into single family lots in conformance with the R-2
District criteria including a platted lot to serve the applicants existing residence.
The subject tract was created when the applicant and the Birdville Independent School
District traded properties in order to place the School on the west side of Holiday Lane
and the applicant's property on the east side of the street.
The configuration of the subject tract will lend itself to only one logical subdivision
design, a tier of large lots fronting on Holiday Lane. With the designation of the
street as a primary Collector Street this is not the most desirable situation for
traffic movement. In addition the Elementary School will be directly across the street.
The Staff suggested to the Commission that on the plat approval all the proposed lots be
limited to rear-entry garages.
The construction of Holiday Lane adjacent to the subject tract will be required to
provide proper street frontage. Due to the size of the street the applicant will be
eligible to apply for oversize participation by the City. It is Staff's understanding
that agreement has been reached between the applicant and the School District which will
accomplish the construction of Holiday Lane with the Elementary School project.
The requested R-2 Single Family zoning is compatible with the existing subdivisions to
the north and south of the subject tract.
RECOMMENDATION:
The Planning and Zoning Commission recommended that Zoning Application PZ 86-71
requesting rezoning on Tract 4A, 4A1, and 4A2 John Condra Survey, Abstract 311 from AG
to R-2 be approved.
Finance Review
.;.
Acct. Number
Sufficient Funds Available
r21{/~
f
City Manager
. Finance Director
CITY COUNCIL ACTION ITEM
Page 1 of
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Page 4
P & Z Minutes
January 8, 1987
(
.(
Mr. Frisque came forw he
felt this was ature. He said he
felt the quest should be tabled and
rßSU mitted at a later date. Mr.
Frisque stated the ordinance would be
a guideline.
Mr. Wood stated the request was
approved subject to the ordinance
being passed or other acceptable plan.
3.
PZ 86-71
Request of F. E. Griffin to rezone a
portion of Tracts 4A, 4Al, & 4A2, John
Condra Survey, Abstract 311, from
their present classification of AG
Agriculture to R-2 Single Family.
This property is located on the south
side of Starnes Road, west of Plumwood
Drive.
Chairman Bowen opened the Public
Hearing and called for those wishing
to speak in favor of this request to
please come forward.
Delbert Stembridge, Stembridge &
Associates, came forward to represent
Mr. Griffin. He said this property
was left on the east side of the
proposed Holiday Lane adjacent to the
school site.
Ghairman Bowen asked Mr. Stembridge if
his client would agree to a
stipulation of only rear entry
garages.
Mr. Stembridge said he was not sure,
he would have to ask him.
Mr. Royston said this could be taken
care of in the platting process.
Chairman Bowen stated he felt this was
necessary since it is across from the
school on a major thoroughfare. He
said it would be dangerous to back out
into the traffic since the houses
would have to have the thoroughfare.
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Page 5
P & Z Minutes
January 8, 1987
PZ 86-71
APPROVED
4.
PZ 86-72
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Chairman Bowen called for those
wishing to speak in opposition to this
request to please come forward.
There being no one wishing to speak,
the Chairman closed the Public
Hearing.
Ms. Flippo made the motion to approve
PZ 86-71. This motion was seconded by
Mr. Hallford and the motion carried
5-0.
Request of Don R. Waters to rezone
Tracts 2A3B & 2A3C, W. A. Trimble
Survey, Abstract 1520, from their
present classification of OC Outdo
Commercial to R-1 Single Family. This
property is located on the sou side
of Riviera Drive at the wes end of
the street.
Chairman Bowen opened he Public
Hearing and called or those wishing
to speak in favo of this request to
please come fo ard.
Delbert S bridge, Stembridge &
Associa s, came forward to represent
Mr. W ers. He stated Mr. Waters
bou t some additional land from
·chmond Bay Development to enlarge
is lot to build a house on. Mr.
Stembridge said they had to move a
sewer line and found that the property
he bought was OC zoning and the other
part of the lot was R-1.
Chairman Bowen called for those
wishing to speak in opposition to this
request to please come forward.
There being no one wishing to speak,
the Chairman closed the Public
Hearing.
Mr. Schwinger made the motion to
approve PZ 86-72. This motion was
seconded by Mr. Wood and the motion
carried 5-0.
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KNOWl TON-ENGLISH-FLOWERS, INC.
CONSUL riNG ENGINEERS / Fort Worth- Dallas
December 19, 1986
Planning and Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
RE: 3-002, CITY OF NORTH RICHLAND HILLS
ZONING CASE PZ 86-71 REVIEW LETTER,
ZONING FROM AG TO R-2
REF. UTILITY SYSTEM GRID SHEET NO. 59
We have received the referenced zoning case for our review and
find that we could adequately locate this property on the Zoning
Map as required for updating should this case be passed by both
the Planning & Zoning Commission and the City Council.
W.
RICHARD W. ALBIN, P.E.
RWA/ra
Enclosures
cc: Mr. Rodger N. Line, City f1anager
Mr. Gene Riddle, Director of Public Works
Mr. Don Dietrich, Assistant Director of Public Works
Mr. Richard Royston, Director of Development
Zoning Review
Pl 86-71
1
Page
1901 CENTRAL OR., SUITE 550 · BEDFORD, TEXAS 76021 . 817/283-6211 . METRO/267-3367
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ORDINANCE NO. 1437
AN ORDINANCE REZONING PROPERTY IN ACCORDANCE
WITH SECTION XXVIII, AMENDMENTS, OF ZONING
ORDINANCE #1080 OF THE CITY OF NORTH RICHLAND
HILLS, TEXAS, PASSED, APPROVED, AND ADOPTED
BY THE PLANNING AND ZONING COMMISSION AND THE
CITY COUNCIL OF THE CITY OF NORTH RICHLAND
HILLS, JANUARY 9, 1984
AFTER APPROPRIATE NOTICE AND PUBLIC HEARING THE FOLLOWING RECOMMENDATION
IS SUBMITTED TO THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS BY
THE PLANNING AND ZONING COMMISSION:
RESOLVED that on Case No. PZ-86-71 the following described property shall
be rezoned from AG to R-2.
THE description of a 3.453 acre tract of land in the John Condra Survey,
Abstract 311, Tarrant County, Texas; said tract being a portion of a 19.76
acre tract described in a deed recorded in Volume 3104, Page 190 and also
being a portion of a 19.813 acre tract described in a deed recorded in
Volume 8354, Page 234, of the Deed Records of Tarrant County, Texas; said
3.453 acre tract being more particularly described by metes and bounds as
follows:
BEGINNING at a point in the south right-of-way line of Starnes Road; said
point being South 00 degrees 09 minutes 51 seconds East 35.00 feet from the
Northeast corner of the 19.813 acre tract;
THENCE West along the said south line of Starnes Road for a distance of
149.99 feet to a point for corner; said point being the intersection of the
said south line of Starnes Road and the east line of proposed Holiday Lane;
THENCE along the said east line of proposed Holiday Lane the following
calls:
South 00 degrees 10 minutes 16 seconds West 626.01 feet South 00 degrees 02
minutes 15 seconds West 182.49 feet to a 5/8 inch iron at the beginning of
a curve to the left having a radius of 266.94 feet;
ALONG said curve to the left an arc length of 171.21 feet to a 5/8 inch
iron at its end, the long chord of said 171.21 feet arc is South 18 degrees
16 minutes 48 seconds East 168.29 feet to a 5/8 inch iron;
SOUTH 36 degrees 37 minutes 45 seconds East 70.73 feet to a 5/8 inch iron
at the beginning of a curve to the right having a radius of 618 feet;
ALONG said cu~ve to the right an arc length of 101.68 feet to a 5/8 inch
iron for the north corner of the tract described in the deed to the City of
North Richland Hills recorded in Volume 8365, Page 87 of the said Deed
Records, the long chord of said 101.68 feet arc is South 32 degrees 20
minutes 17 seconds East 101.57 feet;
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THENCE North 00 degrees 05 minutes 06 seconds East, along the east line of
said 19.76 acre tract 482.84 feet to an angle point;
THENCE North 00 degrees 09 minutes 51 seconds West, along the east line of
said 19.813 acre tract and east line of said Survey, 628.03 feet to the
place of beginning and containing 3.453 acres of land.
This property is located on the south side of Starnes Road, west of
Plumwood Drive.
APPROVED BY THE PLANNING AND ZONING COMMISSION THIS 8th DAY OF JANUARY,
1987.
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C IRMAN PLANNING AND ZONING COMMISSION
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SECRETARY PLANNING--AÑÐ:~ONING"QÓMMI S S ION
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BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS
ACTING IN REGULAR SESSION THAT THE ABOVE DESCRIBED PROPERTY IN CASE NO.
PZ-86-71 IS HEREBY REZONED THIS DAY OF
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ATTEST:
MAYOR
CITY OF NORTH RICHLAND HILLS
JEANETTE REWIS, CITY SECRETARY
CITY OF NORTH RICHLAND HILLS
APPROVED AS TO FORM AND LEGALITY:
ATTORNEY
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CITY OF
NORTH RICHLAND HILLS
Planning and Development
Department:
Subject:
2/9/87
- Council Meeting Date:
Request of Don R. Waters to Rezone Tract 2A3B
and 2A3C, W.A. Trimb e Survey, stract
Ordinance No. 1438
PZ 86-72
f~~~da Number:
This Zoning Application is presented on a tract of land located on the south side of
Riviera Drive at the western end of the existing street. The requested rezoning is from
OC Outdoor Commercial to R-l Single Family. The applicant has purchased additional
property from the adjacent vacant property which was designated for a private golf
course to be added to his existing residential lot. The applicant had previously
submitted a Replat Application which combined the two lots. At that time the Commission
declined to act until the zoning status could be corrected.
RECOMMENDATION:
The Planning and Zoning Commission recommended Zoning Application PZ 86-72 requesting
rezoning on Tract 2A3 and 2AR3, W.A. Trimble Survey, Abstract 1520 from OC to R-l be
approved.
¡¿ t/A ~
ignature I ~ger
CITY COUNCIL ACTION ITEM
, FInance Director
Finance Review
Acct. Number
Sufficient Funds Available
Source of Funds:
Bonds (GO/Rev.)
Operating Budget
eOt
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11.
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1-2
R-7-MF
C-2
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Page 5
P & Z Minutes
January 8, 1987
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Chairman Bowen called for e
wishing to speak in sit ion to this
request to pIe come forward.
Th eing no one wishing to speak,
the Chairman closed the Public
Hearing.
MS. Flippo made the motion to approve
PZ 86-71. This motion was seconded by
Mr. Hallford and the motion carried
5-0.
4.
PZ 86-72
Request of Don R. Waters to rezone
Tracts 2A3B & 2A3C, W. A. Trimble
Survey, Abstract 1520, from their
present classification of OC Outdoor
Commercial to R-1 Single Family. This
property is located on the south side
of Riviera Drive at the west end of
the street.
Chairman Bowen opened the Public
Hearing and called for those wishing
to speak in favor of this request to
please come forward.
Delbert Stembridge, Stembridge &
Associates, came forward to represent
Mr. Waters. He stated Mr. Waters
bought some additional land from
Richmond Bay Development to enlarge
his lot to build a house on. Mr.
Stembridge said they had to move a
sewer line and found that the property
he bought was OC zoning and the other
part of the lot was R-l.
Chairman Bowen called for those
wishing to speak in opposition to this
request to please come forward.
Therè being no one wishing to speak,
the Chairman closed the Public
Hearing.
PZ 86-72
APPROVED
Mr. Schwinger made the motion to
approve PZ 86-72. This motion was
seconded by Mr. Wood and the motion
carried 5-0.
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KNOWL TON-E NGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS I Fort Worth- Dallas
December 19, 1986
Planning and Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
RE: 3-002, CITY OF NORTH RICHLAND HILLS
ZONING CASE PZ 86-72 REVIEW LETTER,
ZONING FROM OC TO R-l
REF. UTILITY SYSTEM GRID SHEET NO. 128
We have received the referenced zoning case for our review and
find that we could adequately locate this property on the Zoning
Map as required for updating should this case be passed by both
the Planning & Zoning Commission and the City Council.
~aJ (j), .~
RICHARD W. ALBIN, P.E.
RW A / r a
Enclosures
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Don Dietrich, Assistant Director of Public Works
Mr. Richard Royston, Director of Development
Zoning Review
PZ 86-72
Page
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1901 CENTRAL DR., SUITE 550 · BEDFORD, TEXAS 76021 . 817/283-6211 . METRO/267-3367
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ORDINANCE NO. 1438
AN ORDINANCE REZONING PROPERTY IN ACCORDANCE
WITH SECTION XXVIII, AMENDMENTS, OF ZONING
ORDINANCE #1080 OF THE CITY OF NORTH RICHLAND
HILLS, TEXAS, PASSED, APPROVED, AND ADOPTED
BY THE PLANNING AND ZONING COMMISSION AND THE
CITY COUNCIL OF THE CITY OF NORTH RICHLAND
HILLS, JANUARY 9, 1984
AFTER APPROPRIATE NOTICE AND PUBLIC HEARING THE FOLLOWING RECOMMENDATION
IS SUBMITTED TO THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS BY
THE PLANNING AND ZONING COMMISSION:
RESOLVED that on Case No. PZ-86-72 the following described property shall
be rezoned from OC to R-1.
BEING a tract of land in the W.A. Trimble Survey, Abstract 1520, Tarrant
County, Texas, and being more particularly described as follows:
BEGINNING at a point North 89 degrees 59 minutes 06 seconds West, a
distance of 117.58 feet from the Southwest corner of Lot 1R, Fossil Creek
Trails, as recorded in Volume 388-102, Page 28, Deed Records, Tarrant
County, Texas;
THENCE North 89 degrees 59 minutes 06 seconds West, a distance of 50.89
feet to a point for corner;
THENCE NOrth 27 degrees 51 minutes 15 seconds East, a distance of 210.98
feet to a point of a curve having a central angle of 53 degrees 20 minutes
32 seconds a radius of 60 feet to a point for corner;
THENCE with the arc of said curve to the left for a distance of 55.86 feet
to a point for corner;
THENCE South 27 degrees 51 minutes 15 seconds West, a distance of 216.83
feet to the point of beginning and containing 9,394 square feet, 0.216
acres, more or less.
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Page 2
This property is located on the south side of Riviera Drive at the west end
of the street.
APPROVED BY THE PLANNING AND ZONING COMMISSION THIS 8th DAY OF JANUARY,
1987.
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SECRET~ PLANNIN~ANÐ~NG~MMISSION
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS
ACTING IN REGULAR SESSION THAT THE ABOVE DESCRIBED PROPERTY IN CASE NO.
PZ-86-72 IS HEREBY REZONED THIS DAY OF
MAYOR
CITY OF NORTH RICHLAND HILLS
ATTEST:
JEANETTE REWIS, CITY SECRETARY
CITY OF NORTH RICHLAND HILLS
APPROVED AS TO FORM AND LEGALITY:
ATTORNEY
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CITY OF
NORTH RICHLAND HILLS
Planning and Development
Department:
2/9/87
- Council Meeting Date:
Subject:
Request of Charles Schreiner Nelson to Rezone Tract 2, Aaenda Number: PZ 86-73
S. Richardson Survey, Abstract 1266 and Tract IB, ALexa~der
Hood Survey, Abstract 683 from AG to R-2
Ordinance No. 1439
This Zoning Application is presented as one parcel of a coordinated rezoning request on
property owned by Charles Schreiner Nelson which had previously been controlled by
R.G.A. Development. This particular tract is located on the west side of
Keller-Smithfield Road and along the north side of the proposed extension of Continental
Trail. The requested rezoning is from AG Agriculture to R-2 Single Family Residential.
The applicants intent is to develop a residential subdivision in conformance with the
R-2 District criteria.
The Staff noted to the Commission that the R-2 request on this tract is compatible with
the existing zoning to the south. The Staff did note also that Fair Oaks Addition,
Second Filing, to the south was restricted to 1800 square foot unit minimum. The
undeveloped tract located to the south and east of the subject tract, also belonging to
the applicant, was recently rezoned R-2 1800.
The subject tract is located such that the development of the tract will require that
the applicants participate in the future construction of Smithfield Road as a four lane
Collector Street and Continental Trail as a two lane Collector Street.
RECOMMENDATION:
The Planning and Zoning Commission recommended Zoning Application PZ 86-73 requesting
rezoning of Tract 2, S. Richardson Survey, Abstract 1266 and Tract lB, Alexander Hood
Survey, Abstract 683 from AG to R-2 be approved with a minimum unit size of 1800 square
feet.
Finance Review
Source of Funds:
Bonds (GO/Rev.)
flng BUdge~
. -L-. ,,¡Ji¿) ~
~ e Head Signature
CITY COUNCIL ACTION ITEM
Acct. Number
Sufficient Funds Available
/7
~:1J:¿~
. Finance Director
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P & Z Minutes
January 8, 1987
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5. PS 86-50
Request of Don R. Waters at of
Lot 3R, Block 11, F Creek Trails
Addition. s request was tabled
f e last meeting).
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Mr. Wood made the motion to approve
PS 86-50. This motion was seconded by
Mr. Hallford and the motion carried
5-0.
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Chairman Bowen stated the next 3 items
would be heard together but would be
voted on separately.
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6.
PZ 86-73
Request of Charles Schreiner Nelson to
rezone Tract 2, S. Richardson Survey,
Abstract 1266, & Tract IB, Alexander
Hood Survey, Abstract 683, from their
present classification of AG
Agriculture to R-2 Single Family.
This property is located south of
Wilson Lane, west of Keller Smithfield
Road.
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7.
PZ 86-74
Request of Charles Schreiner Nelson to
rezone Tracts lA & 2, S. Richardson
Survey, Abstract 1266, from their
present classifications of AG
Agriculture and R-2 Single Family to
R-3 Single Family. This property is
located south of Wilson Lane, west of
Keller Smithfield Road.
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8.
PZ 86-75
Request of Charles Schreiner Nelson to
rezone Tract lA, S. Richardson Survey,
Abstract 1266, from its present
classification of R-2 Single Family to
R-8 Single Family-Zero Lot Line. This
property is located on the would side
of Wilson Lane, west of Keller
Smithfield Road.
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Chairman Bowen opened the Public
Hearing and called for those wishing
to speak in favor of these requests to
please come forward.
Wes Shaver, 3843 Morgan's Creek, San
Antonio, Texas, came forward to
represent the owners in their
requests.
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P & Z Minutes
Ie January 8, 1987
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Mr. Shaver stated this property is
bounded on the north by Wilson Lane
and on the east by Keller Smithfield
Road. He showed the proposed Wilson
Lane thoroughfare which will run from
Precinct Line Road to Highway #377.
He stated it has been designed and is
in some stages of construction. He
showed a map of the existing zoning in
the area. He also showed a conceptual
plan of 5 tracts of land. Mr. Shaver
said at the last meeting they had the
tract south of Continental Trail and
adjacent to Keller Smithfield Road
approved to R-2 with 1800 square foot
minimum houses and the corner of
Wilson and Keller Smithfield Road to
C-2 Commercial. He said these would
be heard by the City Council on Monday
night.
Mr. Shaver said the property in
question tonight is between
Continental Trail and Wilson Lane. He
stated they had meetings with the
neighbors who were concerned with the
small lots in R-3 so they withdrew
their request that was along
Continental Trail and changed it to
R-2 which they are requesting tonight.
He said this property is south of the
creek. He said the next piece of
property was approximately 70 acres
they were requesting to R-8 and was
rejected because it was too large
amount of acreage. Mr. Shaver said
they have since discussed this with
the homeowners and have reduced the
R-8 request to a 19~ acre tract. He
said the R-8 zoning requires 4000
square foot lots and 1200 square foot
houses, but they are asking for
restrictions of 6000 square foot lots
and 1400 square foot houses.
Mr. Shaver said he had been asked why
have higher density. He said there
would be lots of right-of-way to
improve and lots of flood plain and
channelization. Mr. Shaver said there
is quite a lot of R-2, some R-3 and a
little R-8.
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Mr. Shaver said he has some
home builders ready to start building
in the R-8 and R-3 zoning, but the R-2
development would come a little later.
He said the cost would be great
building Wilson Lane into a
thoroughfare. Mr. Shaver said there
is approximately 80 acres to the west
of this property that is zoned
Multi-Family. He said the market may
not be ready now, but it will
eventually developed. Mr. Shaver said
this zoning would not impact the
people to the south because there is a
creek between them and will have trees
planted there. He said the children
north of the creek would be in the
Keller School District and the ones to
the south of the creek would be in
Birdville School District. Mr. Shaver
stated they had just received an
approval letter from the Corp of
Engineers on the drainage control. He
showed the drainage channel with the
100 year flood plain. He said when
they do the improvements to the
drainage channel, it will pull the
flood plain from the neighbors to they
would be out of the flood plain.
Mr. Shaver said they submitted a
letter to the City Staff stating they
would screen all along Wilson Lane and
along Keller Smithfield Road.
Mr. Shaver requested rebuttal time.
Chairman Bowen called for those
wishing to speak in opposition to
these requests to please come forward.
Jack Frisque, 8025 Valley Drive, came
forward. He stated that he would like
to say that Mr. Shaver and his
Associates have tried and worked
closer with the homeowners whom I
represent than any other developer,
but we still have problems. Mr.
Frisque said they request the R-2 have
1800 square foot houses.
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Mr. Frisque said with the holidays,
the developers had not been able to
meet with the homeowners about this
proposal of R-3 and R-8 zoning. He
said they did talk by phone. He said
they do not object to the R-8, he said
they must compromise and could live
with some, but they feel the R-8 would
be much better next to the C-2
Commercial. Mr. Frisque said he knows
the developers said they need it next
to the Multi-Family zoning to the west
in Keller, but there are large lots to
the north in Keller and to the south
is our ranchettes which are same as
R-l. He said he feels putting the R-8
next to the C-2 would be the lesser of
two evils because people already live
there, the other is not developed and
the would have a choice whether to buy
or not. Mr. Frisque said the
developers said the R-3 would be one
unbroken group bounded by the drainage
channel, but the people to the south
of Continental Trail are already there
and would have no choice.
Mr. Frisque said he requests the
Commission postpone the requests so
the homeowners would have more time to
get with the developers and work out a
better plan. He said he would like to
stand before the City Council one time
and say I agree with the plan.
Dr. Tom Duer, 7312 Londonderry, came
forward. He said there is more to
consider than this development. He
said he has to stand before the Keller
City just as he does here. He said
the City of Keller have shown a lot of
concern for the residents of North
Richland Hills. Dr. Duer said this
same developer has a project in Keller
with 20,000 square foot lots, 12,000
square foot lots and an 18 hole golf
course, but this is what we get. He
asked why can't we have a Tara or
Meadow Lakes or Parkridge. He asked
Mr. Wood how he would like for someone
to fill up the lake behind his house
with concrete.
I Page 10 (
P & Z Minutes
Ie January 8, 1987
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Mr. Shaver came forward. He said he
had tried to work with the homeowners.
He said their project in Keller is 640
acre tract. He said they have some
20,000, some 12,000, some 8,000, and
some 5,000 square foot lots and some
townhouses. He said they want the
whole area to have the same quality.
He said there is a lot of distance
between the R-8 zoning and the
homeowners to the south. Mr. Shaver
read a letter from 3 homeowners to the
north: "January 6, 1987, Re: PZ 86-73
PZ 86-74, & PZ 86-75. To Whom It May
Concern, We are all land owners
presently living in the immediate area
of the proposed zoning requests. We
have spoken to Mr. James Wicker
representing the owner and developer
of this property. After reviewing the
Conceptual Plan that was presented to
us in detail, we have concluded that
we are in favor of these zoning
requests. Signed Ida Cheek, 87 Wilson
Lane, Joan Carpenter, 88 Wilson Lane,
and John W. Wilson, 85 Wilson Lane."
Mr. Shaver stated they want to put
6000 square foot lots in the R-8. He
requested that James Wicker, Bayer and
Associates, explain about the
drainage.
Mr. Wicker came forward. He showed
the City Limits and the creeks and
ponds in the area. He said there is a
ditch which has to stay 50 feet in
width. Mr. Wicker stated there will
be 3 independent neighborhoods which
would be less curb cuts. He said the
R-8 zoning is for people with no
children who want no yards and R-3
would have children. Mr. Wicker said
the people to the north liked this
plan better than the plan submitted
last year.
Mr. Wood asked Mr. Shaver if they
would agree to 1800 square foot homes
for the R-2 district.
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P & Z Minutes
January 8, 1987
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PZ 86-73
APPROVED WITH STIPULATION
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PZ 86-74
APPROVED WITH STIPULATION
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Mr. Shafer said he doesn't like it,
but would agree to it.
Chairman Bowen closed the Public
Hearing.
Mr. Schwinger made the motion to
approve PZ 86-73 with the stipulation
that the houses be a minimum of 1800
square feet. This motion was seconded
by Mr. Hallford and the motion carried
5-0.
Mr. Wood said he did not see why they
think they have to have higher
density, why not leave it R-2. He
said there are major thoroughfares
with large houses. He said he does
not feel that just because Keller has
high density that North Richland Hills
has to. Mr. Wood said he felt they
should maintain high quality homes in
our city.
Mr. Wood made a motion to deny PZ
86-74. This motion died for lack of a
second.
Mr. Schwinger made a motion to approve
PZ 86-74 with the stipulation that the
houses be a minimum of 1600 square
feet.
Mr. Wood said R-2 house size is 1600,
why not call it an R-2.
Mr. Schwinger said he would discuss
this in private.
The motion was seconded by Chairman
Bowen and the motion carried 3-2 with
Mr. Wood and Mr. Hallford voting
against. The request was approved.
Mr. Wood asked if they could put a
stipulation on this without the
consent of the client.
Chairman Bowen stated they could. He
said the Commission is only a
recommending body to the City Council.
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Page 12
P & Z Minutes
January 8, 1987
PZ 86-75
DENIED
ADJOURNMENT
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Mr. Wood made the motion to deny
PZ 86-75. This motion was seconded by
Mr. Hallford and the motion to deny
carried 5-0.
The meeting adjourned at 8:45 P. M.
Chairman Planning & Zoning Commission
Secretary Planning & Zoning Commission
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January 6, 1987
City of Nbrth Rlchland Hills
P.O. Box 18609
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: PZ86-73, PZ86-74, and PZ86-75
To Whom It May Concern,
We are all land owners presently l'1ving in the 1mnedlate
area of the proposed zoning request. We have spoken to Mr. James
Wicker representing the owner and developer of this property.
After reviewing the Conceptual Plan that was presented to us in
detail ~ we have concluded that we are in favor of these zoning
requests.
NAME
ADDRESS
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KNOWL TON-E NGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth- Dallas
December 19, 1986
Planning and Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
RE: 3-002, CITY OF NORTH RICHLAND HILLS
ZONING CASE PZ 86-73 REVIEW LETTER,
ZONING FROM AG TO R-2
REF. UTILITY SYSTEM GRID SHEET NO. 33
We have received the referenced zoning case for our review and
find that we could adequately locate this property on the Zoning
Map as required for updating should this case be passed by both
the Planning & Zoning Commission and the City Council.
~(Ju¡j UJ~.
RICHARD W. ALBIN, P.E.
R\~A/ r a
Enclosures
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Don Dietrich, Assistant Director of Public Works
Mr. Richard Royston, Director of Development
Zoning Review
PZ 86-73
Page
1
1901 CENTRAL DR., SUITE 550 · BEDFORD, TEXAS 76021 . 817/283-6211 . METRO/267-3367
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ORDINANCE NO. 1439
AN ORDINANCE REZONING PROPERTY IN ACCORDANCE
WITH SECTION XXVIII, AMENDMENTS, OF ZONING
ORDINANCE #1080 OF THE CITY OF NORTH RICHLAND
HILLS, TEXAS, PASSED, APPROVED, AND ADOPTED
BY THE PLANNING AND ZONING COMMISSION AND THE
CITY COUNCIL OF THE CITY OF NORTH RICHLAND
HILLS, JANUARY 9, 1984
AFTER APPROPRIATE NOTICE AND PUBLIC HEARING THE FOLLOWING RECOMMENDATION
IS SUBMITTED TO THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS BY
THE PLANNING AND ZONING COMMISSION:
RESOLVED that on Case No. PZ-86-73 the following described property shall
be rezoned from AG to R-2 with the stipulation that the houses be a minimum
of 1800 square feet.
COMMENCING at a steel rod found in a fence for the Northwest corner of the
Stephen Richardson Survey, Abstract 1266, said point being in the East line
of the John Edmonds Survey, Abstract 457, said point also being the
southwest corner of the James C. Bradford Survey, Abstract 139;
THENCE South 89 degrees 14 minutes 25 seconds East, with the centerline of
a 60 foot R.O.W. recorded in Volume 4396, Page 649, Deed Records, Tarrant
County, Texas at 1039 feet and continuing with the fenced South line of
Wilson Lane (County Road No. 3076) in all a distance of 1682.32 feet to a
steel rod found at a fence corner;
THENCE crossing said Wilson Lane North 00 degrees 24 minutes 19 seconds
West 26.8 feet to a point in the North line of said road for a corner;
THENCE with the North line of Wilson Lane, the line to common to said
Richardson and Bradford Surveys and the City Limit line common to Keller
and North Richland Hills, North 89 degrees 50 minutes 50 seconds East,
2008.3 feet to a 1 inch steel rod found, said point being at the
intersection of the North line of said Wilson Lane with the approximate
centerline of Keller-Smithfield Road;
THENCE with said Keller-Smithfield Road (County Road No. 3076)
approximate occupied centerline, Sou~h 00 degrees 16 minutes West, a
distance of 630.00 feet to the point of beginning;
THENCE South 00 degrees 16 minutes West, continuing with Keller-Smithfield
Road, a distance of 465.00 feet to a point for a corner;
THENCE South 82 degrees 45 minutes 07 seconds West, a distance of 800.54
feet to a poi~t for a corner;
THENCE South 82 degrees 08 minutes West, a distance of 463.82 feet to the
beginning of a curve to the left;
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THENCE along the said corner to the left with a radius of 2233.31 feet, a
central angle of 2 degrees 36 minutes a distance of 101.34 feet to a point
for a corner;
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THENCE South 79 degrees 32 minutes West, a distance of 91.48 feet to the
beginning of a curve to the left;
THENCE along the said curve with a radius of 1579.85 feet and a central
angle of 5 degrees 14 minutes, a distance of 144.30 feet to a point for a
corner;
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THENCE South 74 degrees 18 minutes West, a distance of 211.11 feet to the
beginning of a curve to the left;
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THENCE along the said curve with a radius of 3807.52 feet and a central
angle of 1 degree 31 minutes, a distance of 100.79 feet to a point for a
corner;
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THENCE South 74 degrees 19 minutes 19 seconds West, a distance of 113.22
feet to a point for a corner;
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THENCE North 00 degrees 24 minutes 19 seconds West, a distance of 334.60
feet to a point for a corner;
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THENCE South 88 degrees 27 minutes 20 seconds East, a distance of 400.00
feet to a point for a corner;
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THENCE North 64 degrees 58 minutes 58 seconds East, a distance of 1020.74
feet to a point for a corner;
THENCE North 85 degrees 16 minutes East, a distance of 675.00 feet to the
point of beginning and containing 17.19 acres, more or less of property.
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Page 3
This property is located south of Wilson Lane, west of Keller-Smithfield
Road, and north of Bursey Road.
APPROVED BY THE PLANNING AND ZONING COMMISSION THIS 8th DAY OF JANUARY,
1987.
C
¿e--~~Je;/ .'. ø~ ~
/ ,.,. i ~~- . ~-----
SECRET Y PLANNI~ÓNING OMMISSION
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS
ACTING IN REGULAR SESSION THAT THE ABOVE DESCRIBED PROPERTY IN CASE NO.
PZ-86-73 IS HEREBY REZONED THIS DAY OF
MAYOR
CITY OF NORTH RICHLAND HILLS
ATTEST:
JEANETTE REWIS, CITY SECRETARY
CITY OF NORTH RICHLAND HILLS
APPROVED AS TO FORM AND LEGALITY:
ATTORNEY
.;..
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CITY OF
NORTH RICHLAND HILLS
Planning and Development
Department:
2/9/87
Council Meeting Date:
Subject:
Request of Charles Schreiner Nelson to Rezone PZ 86-74
Tract lA, and 2, S. Richardson Survey, Abstract lz66, Agenda Number:
from AG and R-2 to R-3.
Ordinance No. 1440
This Zoning Application is presented on a portion of the vacant tract located on the
south side of Wilson Lane west of Smithfield Road. The subject tract is a part of a
coordinated rezoning request by the Nelson group for all of R.G.A. holdings. The
subject tract is labeled Parcel "D" on the applicants submittal and is 51.4 acres in
size. The requested rezoning is from AG Agriculture and R-2 Single Family to R-3 Single
Family Residential. The applicants stated intent is to develop the property into
residential lots in conformance with the R-3 District criteria.
Previously the applicant had requested R-8 Zero Lot Line Single Family on this tract.
The request was denied by the Planning and Zoning Commission.
The development of this tract will require the applicants to participate in the
improvements to Wilson Lane. The North Richland Hills Thoroughfare Plan requires Wilson
Lane be a four lane divided Minor Arterial Thoroughfare. The Staff has been informed by
the applicant and other developers in the area that the majority of the developers both
in North Richland Hills and Keller favor the expansion of the street to a six lane
divided thoroughfare.
The Staff noted to the Commission that the subject tract is virtually isolated from the
~properties in North Richland Hills by the Little Bear Creek. The subject tract faces
~property in the City of Keller across Wilson Lane. The Keller property is currently
being developed. The Keller Zoning District in this area allows for minimum 12,000
square foot lots and 1600 square foot minimum residence size.
As noted above Little Bear Creek forms the southern boundary of the subject tract.
Major improvements to that channel will be required to remove the subject tract from the
flood hazard area.
RECOMMENDATION:
The Planning and Zoning Commission recommended Zoning Application PZ 86-74 requesting
rezoning on Tract 1A and 2, S. Richardson Survey, Abstract 1266 from AG and R-2 to R-3
be approved with the stipulation that the minimum dwelling unit be 1600 square feet.
Source of Funds:
Bonds (GO/Rev.)
Oper . g Budget
eat r
Finance Review
Acct. Number
Sufficient Funds Available
e/~~
, CIY Manager
CITY COUNCIL ACTION ITEM
, Finance Director
Page 1 of . 1
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Page 6
P & Z Minutes
January 8, 1987
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5. PS 86-50
Request of Don R. Wate r replat of
Lot 3R, Block ossil Creek Trails
Additi This request was tabled
om the last meeting).
Mr. Wood made the motion to approve
PS 86-50. This motion was seconded by
Mr. Hallford and the motion carried
5-0.
Chairman Bowen stated the next 3 items
would be heard together but would be
voted on separately.
6.
PZ 86-73
Request of Charles Schreiner Nelson to
rezone Tract 2, S. Richardson Survey,
Abstract 1266, & Tract 1B, Alexander
Hood Survey, Abstract 683, from their
present classification of AG
Agriculture to R-2 Single Family.
This property is located south of
Wilson Lane, west of Keller Smithfield
Road.
7.
PZ 86-74
Request of Charles Schreiner Nelson to
rezone Tracts 1A & 2, S. Richardson
Survey, Abstract 1266, from their
present classifications of AG
Agriculture and R-2 Single Family to
R-3 Single Family. This property is
located south of Wilson Lane, west of
Keller Smithfield Road.
8.
PZ 86-75
Request of Charles Schreiner Nelson to
rezone Tract lA, S. Richardson Survey,
Abstract 1266, from its present
classification of R-2 Single Family to
R-8 Single Family-Zero Lot Line. This
property is located on the would side
of Wilson Lane, west of Keller
Smithfield Road.
Chairman Bowen opened the Public
Hearing and called for those wishing
to speak in favor of these requests to
please come forward.
Wes Shaver, 3843 Morgan's Creek, San
Antonio, Texas, came forward to
represent the owners in their
requests.
I Page 7 (
P & Z Minutes
I January 8, 1987
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Mr. Shaver stated this property is
bounded on the north by Wilson Lane
and on the east by Keller Smithfield
Road. He showed the proposed Wilson
Lane thoroughfare which will run from
Precinct Line Road to Highway #377.
He stated it has been designed and is
in some stages of construction. He
showed a map of the existing zoning in
the area. He also showed a conceptual
plan of 5 tracts of land. Mr. Shaver
said at the last meeting they had the
tract south of Continental Trail and
adjacent to Keller Smithfield Road
approved to R-2 with 1800 square foot
minimum houses and the corner of
Wilson and Keller Smithfield Road to
C-2 Commercial. He said these would
be heard by the City Council on Monday
night.
Mr. Shaver said the property in
question tonight is between
Continental Trail and Wilson Lane. He
stated they had meetings with the
neighbors who were concerned with the
small lots in R-3 so they withdrew
their request that was along
Continental Trail and changed it to
R-2 which they are requesting tonight.
He said this property is south of the
creek. He said the next piece of
~roperty was approximately 70 acres
they were requesting to R-8 and was
rejected because it was too large
amount of acreage. Mr. Shaver said
they have since discussed this with
the homeowners and have reduced the
R-8 request to a 19~ acre tract. He
said the R-8 zoning requires 4000
square foot lots and 1200 square foot
houses, but they are asking for
restrictions of 6000 square foot lots
and 1400 square foot houses.
Mr. Shaver said he had been asked why
have higher density. He said there
would be lots of right-oi-way to
improve and lots of flood plain and
channelization. Mr. Shaver said there
is quite a lot of R-2, some R-3 and a
little R-8.
I Page 8 (
P & Z Minutes
~ January 8, 1987
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Mr. Shaver said he has some
home builders ready to start building
in the R-8 and R-3 zoning, but the R-2
development would come a little later.
He said the cost would be great
building Wilson Lane into a
thoroughfare. Mr. Shaver said there
is approximately 80 acres to the west
of this property that is zoned
Multi-Family. He said the market may
not be ready now, but it will
eventually developed. Mr. Shaver said
this zoning would not impact the
people to the south because there is a
creek between them and will have trees
planted there. He said the children
north of the creek would be in the
Keller School District and the ones to
the south of the creek would be in
Birdville School District. Mr. Shaver
stated they had just received an
approval letter from the Corp of
Engineers on the drainage control. He
showed the drainage channel with the
100 year flood plain. He said when
they do the improvements to the
drainage channel, it will pull the
flood plain from the neighbors to they
would be out of the flood plain.
Mr. Shaver said they submitted a
letter to the City Staff stating they
w~uld screen all along Wilson Lane and
along Keller Smithfield Road.
Mr. Shaver requested rebuttal time.
Chairman Bowen called for those
wishing to speak in opposition to
these requests to please come forward.
Jack Frisque, 8025 Valley Drive, came
forward. He stated that he would like
to say that Mr. Shaver and his
Associates have tried and worked
closer with the homeowners whom I
represent than any other developer,
but we still have problems. Mr.
Frisque said they request the R-2 have
1800 square foot houses.
I Page 9 (
P & Z Minutes
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Mr. Frisque said with the holidays,
the developers had not been able to
meet with the homeowners about this
proposal of R-3 and R-B zoning. He
said they did talk by phone. He said
they do not object to the R-B, he said
they must compromise and could live
with some, but they feel the R-B would
be much better next to the C-2
Commercial. Mr. Frisque said he knows
the developers said they need it next
to the Multi-Family zoning to the west
in Keller, but there are large lots to
the north in Keller and to the south --
is our ranchettes which are same as
R-1. He said he feels putting the R-B
next to the C-2 would be the lesser of
two evils because people already live
there, the other is not developed and
the would have a choice whether to buy
or not. Mr. Frisque said the
developers said the R-3 would be one
unbroken group bounded by the drainage
channel, but the people to the south
of Continental Trail are already there
and would have no choice.
Mr. Frisque said he requests the
Commission postpone the requests so
the homeowners would have more time to
get with the developers and work out a
better plan. He said he would like to
stand before the City Council one time
and say I agree with the plan.
Dr. Tom Duer, 7312 Londonderry, came
forward. He said there is more to
consider than this development. He
said he has to stand before the Keller
City just as he does here. He said
the City of Keller have shown a lot of
concern for the residents of North
Richland Hills. Dr. Duer said this
same developer has a project in Keller
with 20,000 square foot lots, 12,000
square foot lots and an 18 hole golf
course, but this is what we get. He
asked why can't we have a Tara or
Meadow Lakes or Parkridge. He asked
Mr. Wood how he would like for someone
to fill up the lake behind his house
with concrete.
I Page 10 (
P & Z Minutes
1_ January 8, 1987
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Mr. Shaver came forward. He said he
had tried to work with the homeowners.
He said their project in Keller is 640
acre tract. He said they have some
20,000, some 12,000, some 8,000, and
some 5,000 square foot lots and some
townhouses. He said they want the
whole area to have the same quality.
He said there is a lot of distance
between the R-8 zoning and the
homeowners to the south. Mr. Shaver
read a letter from 3 homeowners to the
north: "January 6, 1987, Re: PZ 86-73
PZ 86-74, & PZ 86-75. To Whom It May-
Concern, We are all land owners
presently living in the immediate area
of the proposed zoning requests. We
have spoken to Mr. James Wicker
representing the owner and developer
of this property. After reviewing the
Conceptual Plan that was presented to
us in detail, we have concluded that
we are in favor of these zoning
requests. Signed Ida Cheek, 87 Wilson
Lane, Joan Carpenter, 88 Wilson Lane,
and John W. Wilson, 85 Wilson Lane."
Mr. Shaver stated they want to put
6000 square foot lots in the R-8. He
requested that James Wicker, Bayer and
Associates, explain about the
drainage.
Mr. Wicker came forward. He showed
the City Limits and the creeks and
ponds in the area. He said there is a
ditch which has to stay 50 feet in
width. Mr. Wicker stated there will
be 3 independent neighborhoods which
would be less curb cuts. He said the
R-8 zoning is for people with no
children who want no yards and R-3
would have children. Mr. Wicker said
the people to the north liked this
plan better than the plan submitted
last year.
Mr. Wood asked Mr. Shaver if they
would agree to 1800 square foot homes
for the R-2 district.
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P & Z Minutes
January 8, 1987
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PZ 86-73
APPROVED WITH STIPULATION
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PZ 86-74
APPROVED WITH STIPULATION
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Mr. Shafer said he doesn't like it,
but would agree to it.
Chairman Bowen closed the Public
Hearing.
Mr. Schwinger made the motion to
approve PZ 86-73 with the stipulation
that the houses be a minimum of 1800
square feet. This motion was seconded
by Mr. Hallford and the motion carried
5-0.
Mr. Wood said he did not see why they
think they have to have higher
density, why not leave it R-2. He
said there are major thoroughfares
with large houses. He said he does
not feel that just because Keller has
high density that North Richland Hills
has to. Mr. Wood said he felt they
should maintain high quality homes in
our city.
Mr. Wood made a motion to deny PZ
86-74. This motion died for lack of a
second.
Mr. Schwinger made a motion to approve
PZ 86-74 with the stipulation that the
houses be a minimum of 1600 square
feet.
Mr. Wood said R-2 house size is 1600,
why not call it an R-2.
Mr. Schwinger said he would discuss
this in private.
The motion was seconded by Chairman
Bowen and thé motion carried 3-2 with
Mr. Wood and Mr. Hallford voting
against. The request was approved.
Mr. Wood asked if they could put a
stipulation on this without the
consent of the client.
Chairman Bowen stated they could. He
said the Commission is only a
recommending body to the City Council.
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P & Z ~linutes
January 8, 1987
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PZ 86-75
DENIED
Mr. Wood made the motion to deny
PZ 86-75. This motion was seconded by
Mr. Hallford and the motion to deny
carried 5-0.
ADJOURNMENT
The meeting adjourned at 8:45 P. M.
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Chairman Planning & Zoning Commission
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Secretary Planning & Zoning Commission
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January 6, 1987
City of Nbrth Rlchland Hills
P.O. Box 18609
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: PZ86-73, PZ86-74, and PZ86-75
To Whom It May Concern,
We are all land owners presently living in the 1nmediate
area of the proposed zoning request. We have spoken to Mr. James
Wicker representing the owner and developer of this property.
After reviewing the Conceptual Plan that was presented to us in
detail, we have concluded tha t we are in favor of these zoning
requests.
NAME
ADDRESS
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K NOWL TON-E NG LI SH-F LOWE RS, INC.
CONSULTING ENGINEERS / Fort Worth- Dallas
December 19, 1986
Planning and Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
RE: 3-002, CITY OF NORTH RICHLAND HILLS
ZONING CASE PZ 86-74 REVIEW LETTER,
ZONING FROM AG TO R-2
REF. UTILITY SYSTEM GRID SHEET NO. 33
We have received the referenced zoning case for our review and
find that we could adequately locate this property on the Zoning
Map as required for updating should this case be passed by both
the Planning & Zoning Commission and the City Council.
/2a4aJ w. .t2tL-
RICHARD W. ALBIN, P.E.
RWA/ra
Enclosures
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Don Dietrich, Assistant Director of Public Works
Mr. Richard Royston, Director of Development
Zoning Review
PZ 86-74
Page
1
1901 CENTRAL DR., SUITE 550 · BEDFORD, TEXAS 76021 . 817/283-6211 . METRO/267-3367
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ORDINANCE NO. 1440
AN ORDINANCE REZONING PROPERTY IN ACCORDANCE
WITH SECTION XXVIII, AMENDMENTS, OF ZONING
ORDINANCE #1080 OF THE CITY OF NORTH RICHLAND
HILLS, TEXAS, PASSED, APPROVED, AND ADOPTED
BY THE PLANNING AND ZONING COMMISSION AND THE
CITY COUNCIL OF THE CITY OF NORTH RICHLAND
HILLS, JANUARY 9, 1984
AFTER APPROPRIATE NOTICE AND PUBLIC HEARING THE FOLLOWING RECOMMENDATION
IS SUBMITTED TO THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS BY
THE PLANNING AND ZONING COMMISSION:
RESOLVED that on Case No. PZ-86-74 the following described property shall
be rezoned from AG & R-2 to R-3 with the stipulation that the houses be a
minimum of 1600 square feet.
COMMENCING at a steel rod found for the Northwest corner of the Stephen
Richardson Survey, Abstract 1266, saod point being in the East line of the
John Edmonds Survey, Abstract 457, said point also being the Southwest
corner of the James C. Bradford Survey, Abstract 139;
THENCE South 89 degrees 14 minutes 25 seconds East, a distance of 805.00
feet to the point of beginning;
THENCE South 89 degrees 14 minutes 25 seconds East, passing the centerline
of a 60 foot R.O.W. recorded in Volume 4396, Page 649, Deed Records,
Tarrant County, Texas at 234 feet and continuing with the fenced South line
of Wilson Lane (County Road No. 3076) in all a distance of 877.32 feet to a
steel rod found at a fence corner;
THENCE crossing said Wilson Lane, North 00 degrees 24 minutes 19 seconds
West, 26.8 feet to a point in the North line of said road;
THENCE with the North line of Wilson Lane, the line to common to said
Richardson and Bradford Surveys and the City Limit Line common to Keller
and North Richland Hills, North 89 degrees 50 minutes 50 seconds East,
1223.34 feet to a point for a corner;
THENCE South 32 degrees 18 minutes 59 seconds East, a distance of 329.24
feet to a point for a corner;
THENCE South 00 degrees 16 minutes 00 seconds West, a distance of 400.00
feet to a point for a corner;
THENCE South 85 degrees 16 minutes 00 seconds West, a distance of 65.00
feet to a poinF for a corner;
THENCE South 64 degrees 58 minutes 58 seconds West, a distance of 1020.74
feet to a point for a corner;
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Page 2
THENCE South 88 degrees 27 minutes 20 seconds East, a distance of 1283.62
feet to a point for a corner;
THENCE North 00 degrees 05 minutes 07 seconds West, a distance of 1062.24
feet to the point of beginning and containing 51.40 acres, more or less of
property.
This property is located on the south side of Wilson Lane, west of
Keller-Smithfield Road, and north of Bursey Road.
APPROVED BY THE PLANNING AND ZONING COMMISSION THIS 8th DAY OF JANUARY,
1986.
ikfi~ æ ~
CHAIRMAN PLANNING AND ZONING COMMISSION
~¿?-:./::J // - ".
--: )" ~... :;:_r-l~·(-~::''-'''_~~~
SECRET~Y PLANNING AND-2ûNING OMMISSION
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS
ACTING IN REGULAR SESSION THAT THE ABOVE DESCRIBED PROPERTY IN CASE NO.
PZ-86-74 IS HEREBY REZONED THIS DAY OF
-
MAYOR
CITY OF NORTH RICHLAND HILLS
ATTEST:
JEANETTE REWIS, CITY SECRETARY
CITY OF NORTH RICHLAND HILLS
APPROVED AS TO FORM AND LEGALITY:
ATTORNEY
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CITY OF
NORTH RICHLAND HILLS
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Planning and Development
Department:
Request of Don R. Waters for Replat of Lot 3R,
11, Fossil Creek Trails Addition
2/9/87
- Council Meeting Date:
PS 86-50
Agenda Number:
This Replat Application is presented for consideration of Lot 3R, Block 11, Fossil Creek
Trails Addition. The proposed lot is located on the south side of Riviera Drive at its
west end. The purpose for the proposed plat is to enlarge the existing lot by
incorporating the adjacent tract to the west which the applicant has purchased. The
additional property was previously part of the Richmond Bay Development Company holdings
in the area of the proposed golf course. The property is currently zoned OC Outdoor
Commercial. The applicant is requesting rezoning to R-l Single Family on his tract in
Zoning Application PZ 86-72.
The Staff noted two items for Commission consideration.
A) The current plat has a utility easement along the existing westerly lot line.
The easement contains an existing sanitary sewer main which the applicant is proposing
to relocate in order to vacate the easement. The Staff has reviewed and approved the
engineering plans to accomplish the relocation.
B) In the configuration of the new lot there is shown a portion of the street
frontage on a cul-de-sac which would terminate Riviera Drive on the golf course
property. The applicant does not propose to participate in the construction of the
street since the dedication of right of way will have to be accomplished by Richmond Bay
Development. It is Staff's opinion that the developers of the golf course will neither
need nor want that access to their property and that the cul-de-sac will not be built.
However, the applicant should be required to execute a covenant for future assessment if
the street is constructed in the future.
RECOMMENDATION:
The Planning and Zoning Commission approved the Replat of Lot 3R, Block 11, Fossil Creek
Trails Addition as submitted.
Source of Funds:
Bonds (GO/Rev.)
Operating Budget
Ot
Finance Review
Acct. Number,
Sufficient Funds Available
P11/Ä
ature I City Manager
CITY COUNCIL ACTION ITEM
, Finance Director
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Page 6
P & Z Minutes
January 8, 1987
(
5.
PS 86-50
PS 86-50
APPROVED
6.
PZ 86-73
7.
PZ 86-74
8.
PZ 86-75
(
Request of Don R. Waters for replat of
Lot 3R, Block 11, Fossil Creek Trails
Addition. (This request was tabled
from the last meeting).
Mr. Wood made the motion to approve
PS 86-50. This motion was seconded by
Mr. Hallford and the motion carried
5-0.
Chairman Bowen stated the next 3 items
would be heard together but would be
voted on separately.
Request of Charles Schreiner Ne
rezone Tract 2, S. Richardson urvey,
Abstract 1266, & Tract 1B, exander
Hood Survey, Abstract 683 from their
present classification AG
Agriculture to R-2 Si Ie Family.
This property is 10 ted south of
Wilson Lane, west f Keller Smithfield
Road.
Request arles Schreiner Nelson to
rezone Tr ts lA & 2, S. Richardson
Survey, bstract 1266, from their
prese classifications of AG
Agr· ulture and R-2 Single Family to
R Single Family. This property is
ocated south of Wilson Lane, west of
Keller Smithfield Road.
Request of Charles Schreiner Nelson to
rezone Tract lA, S. Richardson Survey,
Abstract 1266, from its present
classification of R-2 Single Family to
R-B Single Family-Zero Lot Line. This
property is located on the would side
of Wilson Lane, west of Keller
Smithfield Road.
Chairman Bowen opened the Public
Hearing and called for those wishing
to speak in favor of these requests to
please come forward.
Wes Shaver, 3843 Morgan's Creek, San
Antonio, Texas, came forward to
represent the owners in their
requests.
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MINUTES OF THE REGULAR MEETING OF THE
PLANNING AND ZONING COMMISSION OF THE
CITY OF NORTH RICHLAND HILLS, TEXAS,
DECEMBER 11, 1986 - 7:30 P. M.
CALL TO ORDER
The meeting was called to order by the
Chairman, Don Bowen, at 7:30 P. M.
ROLL CALL
PRESENT:
Chairman
Secretary
Alt. Members
Don Bo n
John chwinger
Ca Ie Flippo
eorge Tucker
Richard Royston
Wanda Calvert
ABSENT:
Dir. Planning/Dev.
P & Z Coordinator
CONSIDERATION OF THE MINUTES
OF SEPTEMBER 25, 1986
Mark Wood
Joe Hallford
Marjorie Nash
n Bowen stated the minutes
wou have to be postponed due to not
e ugh members present that were
resent at the meeting.
CONSIDERATION OF THE MINUTES
OF NOVEMBER 13, 1986
Chairman Bowen stated the minutes
would have to be postponed due to not
having enough members present that
were present at the meeting.
Chairman Bowen stated he has a letter
requesting item #18 be withdrawn.
1.
PS 86-49
Request of Birdville I.S.D. for
preliminary plat of Briarwood Estates,
Section 7.
Mr. Tucker made the motion to approve
PS 86-49 subject to the engineer's
comments. This motion was seconded by
Mr. Schwinger and the motion carried
4-0.
2.
PS 86-50
Request of Don R. Waters for replat of
Lot 3R, Block 11, Fossil Creek Trails
Addition.
Chairman Bowen opened the Public
Hearing and called for those wishing
to speak in favor of this replat to
please come forward.
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Page 2 ~
P & Z Minutes
December 11, 1986
PS 86-50
TABLED
3.
PS 86-54
PS 86-54
APPROVED
4.
PZ 86-53
5.
PZ 86-54
(
There being no one wishing to speak,
the Chairman called for those wishing
to speak in opposition to this request
to please come forward.
There being no one wishing to speak,
the Chairman closed' the Public
Hearing.
Chairman Bowen stated that the replat
creates a split in the zoning of the
lot. He said the additional area is
presently zoned OC Outside Commercial
and a residence is not allowed in OC
zoning.
Mr. Tucker made the motion to table
PS 86-50 until such time as a zoning
request is submitted for the property.
This motion was seconded by Ms. Flippo
and the motion to table carried 4-0.
Request of Harston Gravel Company fa
replat of Lots 5RA & 5R2A, Block 3
Industrial Park Addition.
Mr. Schwinger made the mot n to
approve PS 86-54. This otion was
seconded by Mr. Tucke and the motion
carried 4-0.
Chairman Bowe stated the next three
ts would be heard
together ut would be voted on
separ ely.
quest of Kenneth C. Whiteley,
Trustee to rezone part 'of Tracts 1B &
2A, D. Moses Survey, Abstract 1150,
fröm their present classification of
AG Agriculture to R-2 Single Family.
This property is located east of
Flamingo Estates, north of the
railroad.
Request of Kenneth C. Whiteley,
Trustee to rezone part of Tracts 1B &
2A, D. Moses Survey, Abstract 1150,
from their present classification of
AG Agriculture to R-3 Single Family.
This property is located east of Eden
Addition, north of the railroad.
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Stembridge & Associates, Inc.
Consulting Engineers
Re: PS 86 - 5D, Lot 3R
Block 11, Fossil Creek
) ¡ '\"
12,1986 ì,
: ' )
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Planning and Zoning Commission
City of North Richland Hills, Texas
,7301 N.E. Loop 820
P.'O.Box 18609
North Richland Hills, Texas 76180"
We have received the review letter from the city staff and
offer the following comments:
11. No exception taken.
'2. The easement has been prepared and is being execui~d
by the property owner
3. See Item 2 .
4. The minimum finished floor elevation has been
determined to be 537.5 and this has been stated on
the plat and plans .
If we can be of further assistance in this matter please do
not hesitate to call .
STEMBRIDGE « ASSOCIATES, INC.
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Delbert R.
-------- .
4028 Daley, Suite 103 . North Richland Hills, Texas 16118 . (811) 284-1363
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City of J(órth Richland Hills, Texas
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November 6, 1986
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REF: PWM-0043-86
Memo to:
Planning and Zoning Commission
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From:
Don Dietrich
Assistant Director Public Works
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Subject:
PS 86-50, Lot 3R, Block 11
Fossil Creek Trails
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At the present time a 24" sanitary sewer line lies adjacent to the
westerly property line of Lot 3. In an apparent effort to enlarge
Lot 3, the owner is proposing to relocate this sewer line approximately
50 feet to the west in order to abandon this existing line and utility
easement in order to build a structure over the sewer line.
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The construction plans for the sewer line relocation are acceptable
however, several other items of concern are listed below.
1. The existing sewer line and easement cannot be abandoned until
the proposed sewer relocation is completed and accepted by
the Public Works Department and made operational.
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2. The proposed 15' wide utility easement to contain the relocated
sewer line must also be :dedicated to the city prior to the
new line's acceptance.
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3. At the present time Riviera Drive terminates at the northwest
corner of Lot 3 and the cul-de-sac as shown on the construction
plans is not dedicated right-of-way according to the plat
of Fossil Creek Trails. Additional utility easement for the
new sewer line within the indicated cul-de-sac will be required.
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4. and its proposed enlargement appear to be within the
B" flood hazard area (between the 100 year and 500 year
boundary) and a minimum floor elevation should be
ed.b n~er.
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Don Dietrich
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(817) 281-0041/7301 N.E. lOOP 820/P.O. BOX 18609/NORTH RICHlAND HilLS, TX 76118
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CITY OF
NORTH RICHLAND HILLS
I Department:
-SUbject:
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Planning and Development
2/9/87
- Council Meeting Date:
Request of Richland Parkway Joint Venture for
Replat ot Lots lR, and L through 4, ~lock 16,
Snow Heights North Addition
PS 86-55
Agenda Number:
This Replat Application is presented for consideration of Lots 1R and 2 Through 4, Block
16, Snow Heights North addition. The subject property is located on the west side of
Thaxton Parkway between Loop 820 Service Road and the Texas Electric Service Company
Power Line Right of Way. The property is currently zoned C-1 Commercial. The purpose
for the proposed replat is to subdivide the tract into individual lots for development.
The Staff is reviewing construction plans for a Hubba-Hubba's Restaurant to be
constructed on Lot 2.
All of the Staff comments have been satisfactorily answered.
RECOMMENDATION:
The Planning and Zoning Commission approved Replat Application PS 86-55 for Lots 1R and
2 through 4, Block 16, Snow Heights North Addition as submitted.
Source of Funds:
Bonds (GO/Rev.)
Oper . g Budget
o er
Finance Review
Acct. Number
Sufficient Funds Available
R 1i/~
City Manager
. Finance Director
CITY COUNCIL ACTION ITEM
Page 1 of -.--1-.
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MINUTES OF THE REGULAR MEETING OF THE
PLANNING AND ZONING COMMISSION OF THE
CITY OF NORTH RICHLAND HILLS, TEXAS,
JANUARY 22, 1987 - 7:30 P. M.
CALL TO ORDER
The meeting was called to orde
Chairman, Don Bowen, at 7:
ROLL CALL
PRESENT:
Chairman
Secretary
Members
Don Bowen
John Schwinger
Mark Wood
Joe Hallford
Carole Flippo
Manny Tricoli
Richard Royston
Wanda Calvert
Alt. Member
Dir. Planning/Dev.
P & Z Coordinator
OATH OF OFFICE
Mr. Royston administered the Oath of
Office to Manny· Tricoli.
N OF THE MINUTES
8, 1987
Mr. Schwinger made the motion to
approve the minutes as written. This
motion was seconded by Mr. Hallford
and the motion carried 5-0.
1.
PS 86-55
Request of Richland Parkway Joint
Venture for replat of Lots lR and 2
thru 4, Block 16, Snow Heights North
Addition.
PS 86-55
APPROVED
Mr. Wood made the motion to approve
PS 86-55. This motion was seconded by
Ms. Flippo and the motion carried 5-0.
2.
PS 86-56
Request of Northwood Plaza Joint
Venture for replat of Lots 3R-l and
3R-2, Block 2, Snow Heights No
Addition.
PS 86-56
APPROVED
Mr. Hallford e motion to
approve PS 8 This motion was
seconded Mr. Wood and the motion
car 5-0.
ADJOURNMENT
The meeting adjourned at 7:35 P. M.
Chairman Planning & Zoning Commission
Secretary Planning & Zoning Commission
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Elliott & Hughes, Inc.
Engineers /Planners
January 7, 1986
City of North Richland Hills
P. O. Box 18609
North Richland Hills, Texas 76118
Re: Snow Heights North
P.S. 86-55
Lots lR thru 4, Block 16
City of North Richland Hills, Tarrant County, Texas
Members of the Planning and Zoning Commission:
We have made the necessary additions to the construction plans with
the accompanying note as per the installation of the 6-inch detector
check valves with SIB-inch trip meter and appurtenances.
Also, the 2-inch meter and 2-inch baci<flow preventer are detailed and
so noted on the plans. The 2-inch backflow preventer will allow the
installation of a yard sprinkler system without additional meters and
valves.
Should you have any questions, please do not hesitate to contact us at
your earliest convenience
Yours truly,
ELLLIOTT & HUGHES, INC.
qh4 ¡/ ~!~
Walter A. Elliott, Jr.,P.t.
cc: Steve Slni th, fvlanagi n9 Partner
Richland Parkway V.V.
file
2275 Westpark Court. Suite 201 . Euless. Texas 76040 . 817/267-1303
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City of J(8rth Richland Hills~ Texas
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December 23, 1986
REF: PWM-0053-86
Memo to:
Planning & Zoning Commission
From:
Don Dietrich
Assistant Public Works Director
Subject:
PS 86-55 - Lots 1-B & 2, Block 16
Snow Heights North
This plat is a rep1at of Lot 1, Block 16 and presents no
unusual problems. All paving and utilities were previously
installed by the developer.
Minor additions to the construction plans should include the
installation of 6" detector checks (meter) on fire lines:to
serve structure in addition to the 2" domestic water services.
The fire line detector checks is being required to assure
the proper" utilization of the fire line by measuring
any flow that would occur in the fire line in the event that
any unauthorized water taps are ever made on the normally
unmetered fire line.
(817) 281-0041/7301 N.E. LOOP 820/P.O. BOX 18609/NORTH RICHLAND HillS, TX 76118
, ,:
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CITY OF
NORTH RICHLAND HILLS
Request of Northwood Plaza Joint Venture for
Replat of Lots 3Rl and 3R2, Block 2, Snow He1ghts
North Addition.
2/9/87
Council Meeting Date:
Agenda Number: PS 86-56
I Planning and Development
Department:
&Ubject:
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This Replat Application is presented for consideration of Lots 3Rl and 3R2, Block 2,
Snow Heights North Addition. The subject tract is located on the north side of Loop 820
east of Rufe Snow Drive. The property is zoned C-2 Commercial. The purpose for the
proposed replat is to subdivide the tract into two lots for development. The proposed
Lot 3R2 has been purchased by Pep Boys Auto Center. The Staff has construction plans
for the building under review.
All of the Staff comments have been satisfactorily answered.
RECOMMENDATION:
The Planning and Zoning Commission approved Replat Application PS 86-56 for Lots 3Rl and
3R2, Block 2, Snow Heights North Addition as submitted.
Source of Funds:
Bonds (GO/Rev.)
Oper . g Budget
Ot r
~
Finance Review
Acct. Number
Sufficient Funds Available
-e A
~- :11 rI'~
City Manager
. Finance Director
CITY COUNCIL ACTION ITEM
Page 1 of 1
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MINUTES OF THE REGULAR MEETING OF THE
PLANNING AND ZONING COMMISSION OF THE
CITY OF NORTH RICHLAND HILLS, TEXAS,
JANUARY 22, 1987 - 7:30 P. M.
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CALL TO ORDER
The meeting was called to order
Chairman, Don Bowen, at 7:30 P.
owen
n Schwinger
rk Wood
Joe Hallford
Carole Flippo
Manny Tricoli
Richard Royston
Wanda Calvert
ROLL CALL
PRESENT:
Chairman
Secretary
Members
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Alt. Member
Dir. Plann g/Dev.
P & Z C rdinator
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OATH OF OFFICE
Mr oyston administered the Oath of
ffice to Manny Tricoli.
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CONSIDERATION OF THE MINUTES
OF JANUARY 8, 1987
Mr. Schwinger made the motion to
approve the minutes as written. This
motion was seconded by Mr. Hallford
and the motion carried 5-0.
1.
Request of Richland Parkway Joint
Venture for replat of Lots lR and 2
thru 4, Block 16, Snow Heights North
Addition.
PS 86-55
APPROVED
Mr. Wood made the motion to approve
PS 86-55. This motion was seconded by
Ms. Flippo and the motion carried 5-0.
2.
PS 86-56
Request of Northwood Plaza Joint
Venture for replat of Lots 3R-l and
3R-2, Block 2, Snow Heights North
Addition.
PS 86-56
APPROVED
Mr. Hallford made the motion to
approve PS 86-56. This motion was
seconded by Mr. Wood and the motion
carried 5-0.
ADJOURNMENT
The meeting adjourned at 7:35 P. M.
Chairman Planning & Zoning Commission
Secretary Planning & Zoning Commission
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(.annan Engineering, (IC.
January 12~ 1986
Mr. Richard Royston
Planning Director
City o£ North Richland Hills
P.O. Box 18609
North Richland Hills~ Texas 76180
Re: PS 86-56
Replat o£ Lot 3R. Block 2, Snow Heights North
Dear Richard:
Transmitted herewith are three prints o£ the revised engi-
neering plans and £i£teen prints o£ the revised plat £or the
subJect property. I have revised the water service and £ire
lines as requested by Don Deitrich. I have added the easement
requested by Lone Star Gas Compnay to the plat.
Sincerely"
HANNON ENGINEERING. INC.
1245 Southridge Court Suite 204 Hurst. Texas 76053 817 282-8186 (Metro) 817 268-6600
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City of Xrth Richland Hills, Texas
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January 6, 1987
REF: PWM-0002-87
Memo To:
Planning & Zoning Commission
From:
Don Dietrich
Assistant Public Works Director
Subject:
PS 86-56 Snow Heights North Addition
Lots 3R-1, 3R-2, Blk 2
The utilities and paving in this area were installed by the developer
so no Pro-Rata is due.
The only comments offered concern the tapping of the sixteen (16") inch
water transmission main in the N. E. Loop 820 service road.
Since the 16" line is a transmission main as opposed to a distribution'
line, it is more suitable for the fire hydrant lead and the 2" domestic
service line to serve the subject lots from the existing 8" distribution
line in the paved north south boulevard on the east side of lot 3R-2.
All other items appear in order on this plat.
,./'~ ~ /,.,.,- -, ___._r-'~--
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/'" / (/ <1 /</' /L-
~~1 ~(_¿.<~b
on Dietrich
(817) 281-0041/7301 N.E. LOOP 820/P.O. BOX 18609/NORTH RICHLAND HillS, TX 76118
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Lone Star Gas Company
K. N. WATKINS
General Superintendent of Distribution
FORT WORTH DIVISION OF DISTRIBUTION
100 W. Morninglide Dr. · fort Worth, T..al 76110
December 23, 1986
Ms. Wanda Calvert
Planning and Zoning Coordinator
City of North Richland Hills
P. O. Box 18609
North Richland Hills, Tx. 76118
Re: Case number - PS 86-56
Dear Ms. Calvert:
With regard to your correspondence of December 22, 1986, on the
above referenced case number, please be advised that Lone Star Gas
Company objects to the replat, due to content. (See attached plat).
Enserch Corporation easement in the southeast corner of tract is not
reflected, please correct, and include this minor addition.
If further information is required, please advise.
Sincerely,
9¡tl~
J. M. Seals
General Supervisor II
Facility Records Group
kIn
cc: file
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CITY OF
NORTH RICH LA NO HILLS
Department:
Administration
- Council Meeting Date: 2/9/87
Agenda Number: GN 87-12
Subject:
Joint Election with Tarrant County,
Hesolutlon NO. ~/-9
A representative of Tarrant County has requested that North Richland Hills join in
holding a combined City Council/Tarrant County Bond Election on April 4, 1987. The
attached resolution has been prepared to declare our intent.
Recommendation:
It is recommended that Resolution No. 87-9 be approved providing for a joint North
Richland Hills/Tarrant County election on April 4, 1987.
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Source of Funds: ;
Bonds (GO/Rev.)
Operating Budget
Other
Finance Review
Acct. Number
Sufficient Funds Available
RI/[/~
City Manager
, Finance Director
Department Head Signature
CITY COUNCIL ACTION ITEM
Page 1 of 1
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RESOLUTION NO. 87-9
THE STATE OF TEXAS
COUNTY OF TARRANT
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§
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JOINT RESOLUTION
WHEREAS~ the City of North Richland Hills will be conducting City
Council Elections and such other matters as may be placed upon the ballot
by the governing body of said City on April 4~ 1987; and,
WHEREAS~ on April 4~ 1987, Tarrant County~ will conduct a County
Bond Election; and,
WHEREAS~ it is the finding of the governing bodies of the parties
hereto that the joint conduct of such elections would result in substantial
savings to the taxpayers of the governmental entities required to conduct
such elections and that such savings would be realized if the elections,
where possible~ be held in the same location~ utilizing the sam~ personnel,
with the two governmental entities sharing the expenses incurred in the
conduct of this election; and,
WHEREAS, all the eligible voters of Tarrant County shall be
entitled to vote in the election to determine the question of confirmation
of the Tarrant County Bond issue.
NOW THEREFORE~ be it hereby resolved jointly, by the City Council
of the City of North Richland Hills and the Commissioners· Court of Tarrant
County~ Texas~ that these two entities~ where possible~ shall conduct said
elections jointly on April 4, 1987, and that in the event there are
election precincts which include incorporated territory lying within the
limits of the said City and unincorporated territory, lying outside the
limits of any city, that said voters from the unincorporated territory
shall be allowed to vote only on the question of the Tarrant County Bond
issue; while those voters who are residents of the City shall be allowed to
vote on the City Council races and such other matters as may be placed upon
the ballot by the governing bOdy of "said City~ and upon the confirmation of
the Tarrant County Bond issue; and, ~
BE IT FURTHER RESOLVED that the City of North Richland Hills and
the County of Tarrant shall have separate voting devices, ballots, and list
of registered voters, (County ballots will have corner codes that make it
impossible for the City devices to accept County ballots.) The County
ballots will b~ color coded to make it easier for the Election Judges and
Voters to differentiate between ballots.
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Resolution No. 87-9
Page 2
BE IT FURTHER RESOLVED that the City of North Richland Hills and
the County of Tarrant shall share the costs of Sites, Election Judges,
Clerks and Absentee Balloting. The County of Tarrant will pay the Election
Judges $25.00 for the return of the election results and supplies to
Tarrant County.
SIGNED this the 9th day of February, 1987.
TARRANT COUNTY, TEXAS
Roy English, County Judge
CITY OF NORTH RICHLAND HILLS
Dan Echols, Mayor
ATTEST:
Jeanette Rewis, City Secretary
City of North Richland Hills
APPROVED AS TO FORM AND LEGALITY:
Rex McEntire, Attorney
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CITY OF
NORTH ~/CHLAND HILLS
Department:
Police-Animal Control
Council Meeting Date: 2-9-87
SUbject:
Animal Shelter /Fees Owner I s Surrender-Qrdinance 1/ 1441 Agenda Number: GN 87 -13
With the opening of the new Animal Shelter, this Division has had numerous calls
from animal owners wanting to bring their unwanted pets to the animal shelter.
In the past, this Division has not picked up animals from their owners because
it was not felt that the City should be responsible for the expense and time involved
in picking up and caring for these animals at the Tarrant County Humane Society.
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The volume of owner animals that Animal Control is called on weekly to pick up or
take in justifies a fee of $5.00 per animal or $10.00 per litter for residents.
This is a reasonable fee to expect people to pay to relieve them of their pet owning
responsibilities. This fee will help to defray part of the cost involved in caring
for these unwanted animals.
North Richland Hills Animal Control Shelter was not designed nor is it equipped
to take in animals from other cities~ Due to the close proximity of our shelter
to other cities we have already had requests from citizens of other cities, wanting
to bring their animals to our shelter since we currently have no charge' and it is
closer to bring animals to North Richland Hills than to take them to the Humane
Society in Fort Worth.
The Animal Control Division surveyed five neighboring cities and, found four had
charges for receiving live or dead animals from the owner. This ordinance sets
a fee of $5.00 to pick up an owners dead animal which is comparable to what the
surrounding cities, charge for this service. There is also a $25.00 fee to take
in livestock from owners. These fees are doubled for non-residents wishing to surrender
their animals to the shelter.
Reconnnendations:
It is reçonnnended that Ordinance #1441 be approved.
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Finance Review
Acct. Number
Sufficient Funds Available
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rëf1/~
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City Manager
. Finance Director
£;
epartment Head Signature
CITY COUNCIL ACTION ITEM
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Ordinance No.1441
WHEREAS, the City has not established Animal Shelter Fees for
recel.vl.ng animals from owners who wish to voluntarily relinquish their
animals to the City shelter; and
WHEREAS, the Animal Control Officer of the City has received
numerous requests for this service since the Animal Control Shelter was
opened in January, 1987;
NOW, THEREFORE, be it ordained by the City Council of the City of
North Richland Hills, Texas that;
1.
The following charges are hereby established and shall be charged by the
Animal Control Officér of the City for receiving animals from persons
wishing to voluntarily surrender animals to the City Animal Shelter:
A.
Small Animals: For small animals such as dogs or cats the
fee shall be $5.00 per animal. In the event a litter (under
90 days of age) is surrendered the charge of $10.00 shall
be made for the litter with or without the mother. The same
charges shall apply to dead animals as apply to live
animals.
B. Large Animals: For large animals such as goats, pigs,
horses or cows the charge shall be $25.00 per animal.
2.
For owners of animals who reside outside the City limits who bring their
animals to the shelter, the above charge shall be doubled.
Passed and Approved this 9th day of February, 1987.
Mayor
ATTEST:
City Secretary
Approved as to Form and .Legality:
Attorney
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Department:
CITY OF
NORTH RICHLAND HILLS
Administration . 2/9/87
- Council Meeting Date:
Establishing Voting Precincts, Resolution No. 87-11 GN 87-15
Agenda Number:
Subject:
The attached resolution replaces Resolution No. 87-7 adopted at the January 26, 1987 City
Council Meeting. Resolution No. 87-11 removes any question about compliance with State
law by establishing three voting precincts, with the location at which voters are allowed
to vote predetermined as per the resolution.
Recommendation:
Approve Resolution No. 87-11
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Source of Funds:
Bonds (GO/Rev.)
Operating Budget
Other
Finance Review
Acct. Number
Sufficient Funds Available
Departrnent Head Signature
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City Manager
, Finance Director
CITY COUNCIL ACTION ITEM
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RESOLUTION NO. 87-11
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND
HILLS, TEXAS, THAT:
1.
A municipal election shall be held for the election of four
Council Members to Places 1, 3, 5 and 7 on the 4th of April, 1987 between
the hours of 7:00 a.m. and 7:00 p.m.
2.
The election shall be held at three polling places as follows:
a. City Hal.1 at- 7301 Northeast Loop 820 for voters residing in
Voting Precincts 3191, 3214, 3324, 3333 and 3041;
b. Branch City Hall at 6801 Glenview Drive for voters residing
in Voting Precincts 3215, 3140, 3326, and 3289; and
c. Fire Station at 8300 Starnes Road for voters residing in
Voting Precincts 3072, 3209, 3063, 3049 and 3177.
3.
Qualified candidates may file with the Mayor, in the office of
the City Secretary, between the hours ðf 8:00 a.m. and 5:00 p.m., Monday
through Friday, until February 18, 1987 at 5:00 p.m., at which time filing
will close.
4.
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The following persons shall serve as election officials:
Election Judge:
Assistant Judge:
Assistant Judge:
Assistant Judge:
Gary Holt
Bob Bartley
Jane Bell
Lee Anne Lamond
and such clerks as may be needed and appointed by the Election Judge.
5.
The following persons are appointed as the Absentee Ballot Board:
Chief Judge:
Member:
Member:
Gary Holt
Bob Bartley
Jane Bell
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Resolution No. 87-11
Page 2
6.
Absentee voting shall commence March 16, 1987 and continue
through March 31, 1987. Absentee voting shall take place in the office of
the City Secretary in the City Hall. (Room 124 and City Council Chambers
shall be considered an extension of the City Secretary's office for
absentee voting.)
7.
The election shall be conducted pursuant to the laws of the State
of Texas. The City Secretary is directed to procure voting machines for
regular voting and for absentee voting, if available.
PASSED AND APPROVED this 9th day of February, 1987.
Dan Echols, Mayor
ATTEST:
Jeanette Rewis, City Secretary
APPROVED AS TO FORM AND LEGALITY:
Rex McEntire, Attorney
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CITY OF
NORTH RICHLAND HILLS
Department:
_Ubject:
Administration
Court of Record
2/9/87
- Council Meeting Date:
GN 87-16
Agenda Number:
During the ongoing legislative session a bill will be introduced which will allow
municipalities to become a Court of Record. The exact wording or form this bill will
take is unknown at this time. Attached is a study our Court Clerk prepared on the plan
to establish our Municipal Court of Record. There is a possibility that Bobbie
McCorkle, who has held offices with the North Texas Chapter of Court Clerks Association
and the Texas Court Clerks Association will be asked to testify before a house
committee. If the bill becomes law we will have the option to establish a Court of
Record or to remain as we are now.
This is a legislative/judicial function and if it is the Mayor and Council desire we
will forward the attached study to our legislators and we would permit Mrs. McCorkle to
testify if asked. If and when the proposed bill becomes law a study will be made to
determine the cost involved and if is feasible for North Richland Hills to become a
Court of Record.
Recommendation:
Grant authority for the Court Clerk to assist in the above legislative action.
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Finance Review
Source of Funds:
Bonds (GO/Rev.)
_ Operating dget
_ Other
Acct. Number
Sufficient Funds Available
K11Þ~
Department Head Signature City Manager
CITY COUNCIL ACTION ITEM
. Finance Director
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PURPOSE
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The purpose of this report is to establish a plan for a
municipal court of record.
BACKGROUND
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This project was identified by the Mayor's Action Plan as a
primary goal of the Court Operations. Establishment of a
court of record is necessary to reduce the number of
frivolous appeals taken from the Municipal Court and
forwarded to the Tarrant County Criminal Courts. These
unwarranted appeals abuse the criminal justice system and
negate local enforcement efforts of the Police Department,
Fire Department, and Code Enforcement Personnel.
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A. CURRENT OPERATIONAL STATUS
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Jurisdiction of the Municipal Court is limited to Class "c"
Misdemeanors arising from violations of State laws and City
ordinances. Typically these violations are infractions of
traffic regulations, minor thefts, or simple assaults having
a maximum fine not to exceed $200 or bUilding/construction,
and fire safety infractions where the maximum fine may not
exceed $1000.
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Presently the North Richland Hills Municipal Court is
limited to operating without benefit of recorded transcript
of proceedings. Therefore all cases originating in this
Court have the automatic right of appeal. The defendant
does not have to show cause or,error on the part of the
Municipal Court proceedings-in order to "appeal.
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B. CASE DISPOSITION ON APPEALS
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Tarrant County Criminal Courts have original jurisdiction on
all Class "A" and "B" misdemeanor cases filed within Tarrant
County. Additionally, all Class "c" misdemeanor cases
appealed from each of the county's municipal and justice of
the peace courts are added to the case load. Docket
priority is given to the more serious Class "A" and "B"
offenses.
Between January 1, 1985 and July 1986, Tarrant County
Criminal Courts disposed of 1,110 appeals from the North
Richland Hills Municipal Court. These case dispositions
reflect a dismissal rate of 98%.
C. IMPACT ON ENFORCEMENT ACTIVITIES
The majority of all cases filed in the Municipal Court are
traffic related offenses. Extensive City resources are
directed to traffic problems withing this community. The
inability of the courts to uphold enforcement activities
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negates regulatory efforts. Violators have no stimulus to
correct poor driving habits.
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The City has worked diligently to establish ordinances
promoting the general health and welfare of the community.
Extensive manpower is allocated to ensure compulsory
compliance with fire safety and uniform construction
standards. Failure by the courts to carry out judgment
reduces the overall protection for the community.
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Cases dismissed on appeal which would normally be expected
to have produced a conviction, result in an estimated direct
revenue loss to the City of approximately $21,000 annually.
Additionally, the wasted personnel time and effort expended
to process these cases add an additional burden to a
strained budget.
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ESTABLISHMENT OF COURT OF RECORD
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City Council would be required to approve a new Municipal
Courts Chapter to the City Ordinances establishing a
Municipal Court of Record, after specific enabling
legislation is obtained at the next legislative session.
Operation of the court could begin as early as January 2,
1988.
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IMPACT
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A North Richland Hills Municipal Court of Record will
greatly enhance the City's ability to maintain local
jurisdiction and control over violations occurring withing
this community. The "loop hole" for frivolous appeals will
be closed, as defendants will be required to show error on
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the part of the Municipal Court before an appeal could be
pursued.
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Cases appealed to Tarrant County Courts are anticipated to
be reduced from approximately 500 cases annually to less
than 25 cases annually. The number of jury and non-jury
trials heard by the Municipal ·Court is expected to increase
from approximately 3,000 cases annually to an estimated
5,000 cases annually.
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Due to the increased trial caseload volume and mandatory
procedure changes, a substantial increase in personnel will
be required. A total of six full time positions will be
needed (one each: judge, prosecutor, court reporter under
contract, bailiff, and two court clerks). Court operations
will have to be expanded from five monthly court sessions to
twelve monthly court sessions operating three times weekly.
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Approximately $ will be needed for salaries and
benefits. This will be an ongoing cost. Additionally, $
in start up costs will be required to cover
equipment, training and supplies. First year cost will
total approximately $ with recurring cost of $
annually.
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Revenue gains the first year are expected to return
approximately $ to $ Second years revenues are
anticipated to return $ to $' Each successive
year is expected to enhance revenues by àpproximately $
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RECOMMENDATION
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The Municipal Court Judges and Court Operations recommends
that City Council approve this plan for establishment of a
Municipal Court of Record.
Legislature
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ATTACHMENTS
I. LEGISLATION AUTHORIZING THE CITY OF NORTH RICHLAND
HILLS MUNICIPAL COURTS OF RECORD
II. LIST OF TEXAS MUNICIPAL COURTS OF RECORD
III. COST ANALYSIS
IV. APPEAL DISPOSITION SURVEY
V. PROJECT. SCHEDULE
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MUNICIPAL COURT OF RECORD
NORTH RICHLAND HILLS
§30.----APPLICATION:DEFINITION
(a) This subchapter applies to the City of North
Richland Hills.
(b) In this subchapter, "appellate courts" means the
county courts at law of Tarrant County.
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§30.----CREATION
The governing body of the city may by ordinance
establish the city's existing municipal court as
municipal court of record. The governing body may
by ordinance create additional municipal courts of
record if it finds that additional courts are
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necessary to properly dispose of the cases arising
in the city and may establish as many as are needed.
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§30.---JURISDICTION
(a) A municipal court of record created under this
subchapter has jurisdiction within the territorial
limits of the city of all criminal cases arising
under the ordinances of the city.
(b) The court has concurrent jurisdiction with a
justice court in any precinct in which the city is
located in criminal cases that:
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(1) Arise withing the territorial limits of the
city; and
(2) Are punishable only with a fine not to exceed
$200.
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(c) Unless the law, charter provision, or
ordinance is in conflict with or inconsistent with
this subchapter, the following apply to this sub-
chapter:
(1) The general law regarding municipal courts;
(2) The general law regarding justice courts if
there is no applicable law for municipal court;
(3) The charter of the City of North Richland
Hills; and
(4) Each city ordinance relating to municipal
courts.
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§30.----JUDGE
(a) A municipal court of record is presided over by
one or more múnic'~pal judges.
(b) The city shall provide by charter or ordinance
for the appointment of a municipal judge.
(c) A municipal judge must be a licensed attorney in
good standing in this state, the judge must have had
two or more years of experience in the practice of
law in this state and must be a citizen of the
United States and of this state but need not be a
resident of the city.
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(d) The judge shall take judicial notice of the
ordinances of the city. 'The judge may grant writs
of mandamus, injunction, attachment, and other writs
necessary to the enforcement of the jurisdiction of
the court and may issue writs of habeas corpus in
cases in which the offense charged is within the
jurisdiction of the court.
(e) The governing body shall appoint one of the
judges to be the presiding judge or only one
permanent, full-time municipal judge, that judge is
the presiding municipal judge.
(f) If there is more than one municipal court of
record in the city, the judges may exchange benches
and may sit and act for each other in any proceeding
pending in the courts. An act performed by any of
the judges is binding on all parties to the
proceeding.
(g) A municipal judge is entitled to a salary set by
the governing body of the city. The salary may not
be based directly or indiLectly:on fines, fees, or
costs collected by the court.
(h) A municipal judge may be removed for cause under
the provisions applicable to the removal of a judge
of a county court.
(i) The mayor of the city with the consent of the
governing body may appoint a person with judicial
qualifications to serve as a municipal judge during
a period when the regular judge is temporarily
unable to serve. The appointee has the same powers
and duties and is entitled to receive the same
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salary as the regular judge.
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§30.----CLERK
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The city manager with the 'consent of the governing
body of the city shall appoint a clerk of the
municipal courts of record also known as the court
administrator. The clerk or the clerk's deputies
shall keep the records of the municipal courts of
record, issue process, and generally perform the
duties for the courts that a clerk of a county court
exercising criminal jurisdiction is required by law
to perform for that court. The clerk shall perform
the duties in accordance with statutes, the city
charter and city ordinances.
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-§30.---COURT REPORTER
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§30.----MARRIAGE CEREMONIES
Each municipal judge may conduct marriage ceremonies
in the city.
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§30.----COURT FACILITIES
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The governing body of the, city shall provide court-
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rooms, jury rooms, offices, office furniture,
libraries, legal books and materials, and other
supplies and facilities that the governing body
determines are necessary for the proper operation
of the municipal courts of record.
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§30.----COMPLAINT; PROSECUTION; PLEADING
(a) A proceeding in a municipal court of record
commences with the filing of a complaint with the
court clerk except where the need for complaint
is eliminated by the state law. The complaint must
be prepared by the city attorney or an assistant
city attorney and may be signed by any credible
person on information and belief sworn to before
a notary public, the city attorney, assistant city
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attorney, court clerk, or deputy clerk, each of whom
may administer oaths for that purpose. The
complaint must be-gin "In the na~e and by authority
of the State of Texas" and must conclude "Against the
peace and dignity of the State". If the offense is
only covered by an ordinance, it may also conclude
"Contrary to the said ordinance".
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(b) A complaint must be in writing and must state:
(1) the name of the accused, if known;
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(2) an accurate description of the accused, if
the name is unknown;
(3) in plain and intelligible works, the offense
with which the accused is charged;
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(4) facts showing the date on which the offense
was committed, which must show that the
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offense is not barred by limitations.
(c) A prosecution in a court shall be conducted by
the city attorney or an assistant city attorney.
(d) The City Marshall of the city shall in person or
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by deputy attend the court and perform the duties of
bailiff.
(e) All pleadings ~n a municipal court of record
must be in writing and must be filed with the clerk.
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§30.----FILING OF ORIGINAL PAPERS
(a) The clerk of the municipal courts of record
shall file the original complaint and the original
of other papers and proceedings in each case under
the direction of the chief judge. The filed
original papers constitute the records of the courts
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and a separate record book is not required.
(b) The clerk shall keep a separate folder for each
case, and shall note on the outside of the folder:
(1) the style of the case;
(2) the nature of the charged offense;
(3) the dates that the warrant was issued and
returned;
(4) the date the examination or trial was held;
(5) whether trial was held by jury or before a
judge;
(6) trial setting;
(7) any verdict of the jury;
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(8) any judgment of the court;
(9) any motion for new trial and the decision on
the motion;
(10) whether an appeal was taken; and
(11) the date and the manner in which the
judgment and sentence were enforced.
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§30.----JURY
(a) A person who is brought before a municipal court
of record and who is charged with an offense is
entitled to be tried by a jury of six persons unless
that right is waived according to law. The jury
shall decide all questions or fact or credibility
of witnesses. The court shall determine all matters
of law and shall charge the jury on the law.
(b) A juror who serves in the municipal courts of
record must be city resi~ent.
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§30.----APPEAL
(a) A defendarit has ,the righ~ to appeal from a
judgment or conviction in a municipal court of
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record as provided by this subchapter. The state
has no right to an appeal or to a new trial. The
county court that has appellate criminal
jurisdiction shall hear the appeal.
(b) The appellate court shall determine each appeal
from a municipal court of record conviction on the
basis of the errors that are set forth in the
defendant's motion for new trial and that are
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presented in the transcript and statement of facts
prepared from the municipal court of record
proceedings leading to the conviction. An appeal
from the municipal court of record may not be by
trial de novo.
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(c) To perfect an appeal, the defendant must file a
written motion for new trial not later than the 10th
day after the date on which judgment is rendered.
The motion must set forth the points of error that
is not set forth in the motion is waived. The
motion or an amended motion may be amended by
leave of court at any time before action on the
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motion is taken, but not later than the 20th day
after the date on which the original or amended
motion is filed. The court may for good cause
extend the time for filing or amending. If the
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court does not act on the motion, the original or
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amended motion is overruled by operation of law.
(d) To perfect an appeal, the defendant must also
give notice of the ap~eal. If the defendant
requests a hearing on the motion, the defendant may
give the notice of appeal orally in open court on the
overruling of the motion. Otherwise, the defendant
must give a written notice of appeal and must file
the notice with the court not later than the 10th
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day after the date on which the motion is overruled.
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§30.----APPEAL BOND;RECORD ON APPEAL
(a) If the defendant is not in custody, the
defendant may not take an appeal until the defendant
files an appeal bond with the municipal court of
record. The bond must be approved by the court and
must be filed not later than the 10th day after the
date on which the motion for new trial is overruled.
If the defendant is in custody, the defendant shall
be committed to jail unless the defendant posts the
appeal bond.
(b) The appeal bond must be in the amount of $100 or
double the amount of the fines and costs adjudged
against the defendant, whichever is greater. The
bond must state that the defendant was convicted in
the case and has appealed, and it must be
conditioned on the defendant's immediate and daily
personal appearance in th~ court to which the appeal
is taken.
(c) The record on appeal consists of a transcript
and, if necesSary· to atPpeal, a statement of fact.
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§30.----TRANSCRIPT;BILLS OF EXCEPTION
(a) On the written request of the defendant or the
defendant's attorney, the clerk of the municipal
court of record shall prepare under his hand and the
seal of the court a transcript of the court
proceedings. The transcript must include copies of:
(1) the complaint;
(2) material docket entries made by the court;
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(3) the jury charge and verdict in a jury trial;
(4) the judgment;
(5) the motion for new trial;
(6) the notice of appeal;
(7) written motions and pleas;
(8) written orders of the court;
(9) any bills of exception filed with the court;
(10) the appeal bond.
(b) the clerk may [shall] include in the transcript
additional portions of the proceedings in the court
prepared by mechanical audio or videotape
recordings.
(c) Either party may include bills of exception in
the transcript subject to the applicable provisions
of the Code of Criminal Procedure, 1965, governing
the preparation of bills of exception and their
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inclusion in the record op appeal to the court of
appeals. The bills of exception must be filed with
the clerk not later than the 60th day after the date
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on which the notice o~ appea~ is given or filed.
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§30.----STATEMENT OF FACTS
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(a) A statement of facts included in the record on
appeal must contain;
(1) a transcript of all or part of the municipal
court of record proceedings that are shown by the
notes of the court reporter to have occurred
before, during, or after the trial, if the
transcription is requested by the defendant;
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(2) a brief statement of the facts of the case
proven at trial as agreed to by the defendant and
the prosecuting attorney; or
(3) a partial transcription and the agre~d
statement of the facts of the case.
(b) At the request of the defendant, the court
reporter shall transcribe any portion of the
notes of the court proceedings. The defendant
shall pay for the transcription, but if the court
finds that the defendant is too poor to payor
give security for the transcription after a
hearing in response to an affidavit by the
defendant, the court shall order the court
reporter to make the transcription without charge
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to the defendant. The transcription cost may not
exceed the charge made by court reporters in the
county for similar transcriptions.
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§30.----TRANSFER OF RECORD;FEE
(a) The parties must file th~ transcript and the
statement of facts with the clerk of the municipal
court of record not later than the 60th day after
the date on which the order overruling the motion
for new trial was issued. The clerk shall promptly
forward the record to the appellate court clerk.
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(b) The defendant shall pay a $10 fee to the clerk
of the municipal courts of record for the
preparation of the transcript and the statement of
facts. If the case is reversed on appeal, the $10
fee shall be returned to the defendant.
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§30.----NEW TRIAL
The trial court shall decide from the briefs of the
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parties whether the defendant should be permitted to
withdraw the notice of appeal and be grant~d a new
trial by the court. The court may grant a new trial
at any time before the record is filed with the
appellate court clerk.
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§30.----BRIEF ON APPEAL
(a) A defendant's brief on appeal from a municipal
court of record must present points of error in the
· manner required by law for a brief on appeal to the
court of appeals.
(b) The defendant must file the brief with the
appellate court clerk not later than the 15th day
after the date on which the transcript and statement
of facts are filed with that clerk. The clerk shall
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notify the prosecuting attorney of the filing.
(c) The prosecuting attorney must file the
appellee's brief ~ith the appellate court clerk not
later than the 15th day after the date on which the
defendant's brief is filed.
(d) Each party, on filing the party's brief with the
appellate court clerk, shall deliver a copy of the
brief to the opposing party and to the municipal
judge.
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§30.----PROCEDURE;DISPOSITION ON APPEAL
(a) The appellate court shall hear appeals from the
municipal courts of record at the earliest possible
time with due regard to the rights of the p~rties
and the proper administration of justice. The court
may not affirm or reverse a case based on mere
technicalities or on technical errors in the
preparation and filing of the record on appeal. The
court may determine the rules for oral argument.
The parties may submit the case on the record and
briefs without oral argument.
(b) According to the law and the nature of the case,
the appellate court may:
(1) affirm the judgment of the municipal court of
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record;
(2) reverse and remand for a new trial;
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(3) reverse and dismi~~ the case; or
(4) reform and correct the judgment.
(c) Unless it was made an issue in the trial court
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or it affirmative~y'a~pears ~o the contrary from the
transcript or statement of facts, the appellate
court shall presume that:
(1) venue was proven in the trial court;
(2) the jury, if any, was properly impaneled and
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sworn;
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(3) the defendant was arraigned and pleaded to
the complaint; and
(4) the municipal judge certified the charge
before it was read to the jury.
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(d) In each case decided by the appellate court, the
court shall deliver a written opinion or order
either sustaining or overruling each assignment of
error, but it may cite the cases on which i~ relied.
If an assignment of error is sustained, the court
shall set forth the reasons for the decision. The
appellate court clerk shall mail copies of the
decision to the parties and to the municipal judge
as soon as the decision is rendered.
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§30.----CERTIFICATE OF APPELLATE PROCEEDINGS
When the judgment of the appellate court becomes
final, the clerk of the court shall certify the
proceedings and the judgment and shall mail the
certificate to the clerk of the municipal court of
record. When the clerk of the municipal court of
record receives the recorp, the clerk shall file
the record with the papers in the case and note the
filing on the docket of the municipal court of
record. If the m~nic~pal co~rt of record judgment
is affirmed, further action to enforce the judgment
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is not necessary except to:
(1) forfeit the bond of the defendant;
(2) issue a writ of capias for the defendant; or
(3) issue an execution against the defendant's
property.
§30.----EFFECT OF ORDER OF NEW TRIAL
If the appellate court awards a new trial to the
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defendant, the case stands as if a new trial had
been granted by the municipal court of record.
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§30.----APPEAL TO COURT OF APPEALS
An appeal of the appellate court decision to the
court of appeals is governed by the Code of Criminal
Procedure, 1965, except that the transcript, briefs,
and statement of facts filed in the appellate court
constitute the transcript, briefs, and statement of
facts on appeal to the court of appeals unless the
rules of the court of criminal appeals provide
otherwise.
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ATTACHMENT "B"
TEXAS MUNICIPAL COURTS OF RECORD
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I CITY
1. Lubbock
I 2. EI Paso
I 3. San Antonio
4. Wichita Falls
-- 5. Fort Worth
6. Sweetwater
I 7. Longview
I 8. Midland
9. Houston
I 10. Marshall
11. Austin
I 12. Odessa
13. Dallas
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TEXAS MUNICIPAL COURTS OF RECORD
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141
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ATTACHMENT "Cn
COST ANALYSIS
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ADDITIONAL EXPENDITURES FOR CONVERSION
OF MUNICIPAL COURT TO A COURT OF RECORD
FIRST YEAR EXPENDITURES:
I. ADDITIONAL PERSONNEL:
1 Judge
(contract 52 trials @ $200)
1 Court Reporter full time
(contract approx. $125.00 day)
2 Court Clerk II benefits included
1 Prosecutor @ $95.00 an hour
(Approx. 234 hours with 52 trials)
1 Bailiff
II. EQUIPMENT
6 desks
1 typewriter
6 chairs
3 calculators
6 telephones
1 tape recorder
1 2-drawer storage for cassettes
1 jury wheel
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III.MISCELLANEOUS
Jury expense
Start up cost
Recurring cost
Total $174,986.00
+Total $165,922.00
$40,000.00
26,000.00
29,882.00
36,000.00
26,000.00
$157,882.00
2,100.00
2,000.00
2,000.00
540.00
1,500.00
200.00
224.00
500.00
$9,064.00
3,000.00
5,040.00
Cost estimates based on 1986/87 salary schedules and
equipment costs.
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ADDITIONAL SPACE:
Clerical
Jury Room
Council Chamber/Court Room
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There would be 3 court settings weekly at
approximately 4.5 hours each session.
STATISTICS:
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1985 640 cases were appealed with an estimated fine of
$50.00 each. This totals out $32,000.00 for the year.
1986 397 cases have been appealed October through April at
$50.00 each for a total of $19,850.00 this year.
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On April 23, 1986 Tarrant County subpoenaed 7 officers to be
present on April 24, 1986. Overtime expenses for this was
$526.23. The County is requesting the officers be present
to expedite the County Court cases. Prior to February 1986
the Municipal Court could contact the County to put the
police officers on call and not have to pay the overtime
expense. This overtime should be considered as an expense
factor. If we paid this $500.00 each week on overtime and
the cases were still dismissed, given deferred of Defensive
Driving School, the City would still pay $26,000.00 a year
in overtime on County cases.
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II.
III.
REVENUE ANALYSIS
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Municipal Court Case Disposition:
year 1985-~6
Category
/lCases
Total cases filed
Total cases appealed
Total cases judged
Total cases dismissed
6,565
404
2,662
1,240
Revenues: year 1985-86
Fines collected $224,890.00 including cost
Average revenue per citation $45.51
Revenue loss from appeals: year 1985-86
Total number of cases appealed 404
Estimated average fine loss per appeal $45.51
Estimated total revenue loss $18,386.00
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INTER-OFFICE MEMORANDUM
TO DAN ECHOLS J MAYOR
FROM BOBBIE MCCORKLE, COURT CLERK
DATE FRRRIJARY 1 f 1 qR7
SUBJECT COURT OF RECORD EXPENSES
Attached is a copy of the expenditures for the conversion of Municipal
Court to a Court of Records as you requested.
If any futher assistance is needed, please let me know.
Sincerely,
~~L
o bie McCorkle
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Copies:
~dg_~:._.~_~ Dennis Horvath
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ADDITIONAL EXPENDITURES FOR CONVERSION
OF MUNICIPAL COURT TO A COURT OF RECORD
FIRST YEAR EXPENDITURES:
ADDITIONAL PERSONNEL:
(Salary)
1 Judge
(Contract 52 trials @ $200)
1 Court Reporter full time
(Contract Approx. $125.00/day plus
transcribing)
1 Court Clerk II benefits included
1 Prosecutor @ $95.00 an hour
(Approx. 234 hours with 52 trials)
JURY EXPENSE:
$120 per trial
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SUPPLIES/POSTAGE
CAPITAL OUTLAY EXPENDITURES:
2 desks
1 typewriter
2 chairs
1 calculator
2 telephones
1 tape recorder
1 2-drawer storage for cassettes
I jury wheel
TOTAL FIRST YEAR EXPENDITURES
FIRST YEAR BUDGET FOR CONVERSION OF
MUNICIPAL COURT TO A COURT OF RECORD:
$10,400.00
$20,000.00
$14,941.00
$22,230.00
$67,571.00
$ 5,040.00
$ 1,700.00
$ 700.00
$ 2,000.00
$ 1,000.00
$ 180.00
$ 500.00
$ 200.00
$ 224.00
$ 500.00
$ 5,304.00
$79,615.00
$79,615.00
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CITY OF
NORTH RICHLAND HILLS
Department:
Administration
Subject:
Economic Marketing/Development Program
_ Council Meeting Date: 2/9/87
GN 87-17
Agenda Number:
For some time, the Mayor and City Council have expressed interest in clarifying our
goals and strategies and giving added priority to a comprehensive Economic Development
Program for the City of North Richland Hills. Several options were considered at the
Granbury workshop, including greater support of the Industrial Development Commission
and the Chamber of Commerce Economic Development Committee. On November 7, 1986 the
Industrial Development Commission met with Mr. Worth Blake, President of Worth Blake and
Associates (former President and Chief Operating Officer, North Texas Commission> and
discussed the general concept of an Economic Development Program. The commission
concurred with the concept of retaining Mr. Blake as a consultant to the City for this
purpose.
Several meetings have been held with Mr. Blake since the November 7, 1986 meeting.
These discussions were targeted towards developing a comprehensive community marketing
and development program. Mr. Blake has submitted a proposal which appears to be a well
conceived plan for developing an action program and it is proposed that the City Council
approve an agreement with Mr. Blake for the sum of $3,500 plus reimbursables. The
specific terms and conditions of the agreement were still being negotiated as of
Thursday morning. The completed proposal will be delivered to the Council on Friday
afternoon.
Recommendation:
Authorize the City Manager to sign consultant's agreement.
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Finance Review
Acct. Number
Sufficient Funds Available
Source of Funds:
Bonds (GO/Rev.)
Operating Budget
_ Other
Department Head Signature
CITY COUNCIL ACTION ITEM
;ett/ ~
City Manager
. Fmance Director
Page 1 of
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WORTH BLAKE ðc ASSOCIATES
CONSULTANT'S AGREEMENT
-GENERAL TERMS
This shall constitute an agreement between the City of North Richland
Hills, Texas (NRH) and Worth Blake &: Associates (WB&:A), under terms of
which NRH agrees to retain the services of WB&:A to perform the following
consultative services:
1. To conduct the initial research necessary to design a
comprehensive community economic marketing and tourism
development program for NRH.
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2. To process, evaluate and apply the collected research data into
the creation and design of subject program.
3. ' To provide the ongoing consultative management services
necessary to the successful implementation of subject program.
It is agreed that the program should be broad based while simultaneously
targeting its emphasis on attracting/assisting new and/or local start-
up/expanding businesses to the North Richland Hills area.
DESCRIBED SERVICES
The described services will be performed in three (3) separate but
interdependent phases:
Phase 1 (Research and data collection activities) wiU commence
upon approval of the Agreement and will require six (6)
weeks. A Phase 1 report detailing interview data and ~
secondary research will be submitted to the City ~Íita~
upon completion of described activities.
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Phase 2
(Processing, evaluation and design activities) will
commence as soon as the City Manager and/or his
designa ted representa ti ve(s) reviews the Phase 1 report
and is satisfied that WB&A has gathered sufficient and
appropriate data upon which to construct the activities
specified for Phase 2. If the City Manager is not satisfied
with WB&A's Phase 1 report, it shall be his prerogative to
terminate the project and this Agreement at that point.
However, should commencement on Phase 2 be
authorized, then upon completion of the work a Phase 2
report in the form of a strategic planning and marketing
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document will be submitted for approval to the City
Manager (and appropriately designated
pUblic/private officials). The report will include
program concept, design, time table, estimated
costs, responsible action groups and recommended
strategy/actions. The determinants for this
approval shall be:
o Applicability to program concept and targeted
emphasis.
o Acceptability to community desires/standards.
o Adaptability of the systematic procedures for
stimulating and managing desired changes.
o Affordability based on estimated fiscal expenses.
o u Accountability for performance.
The data processing, evaluation, planning and design
services specified in Phase 2 will require approximately
four and one-half (4.5) months.
Phase 3
(Consultative management services) will commence upon
approval of the Phase 2 report. It will be an on-going
management assistance project that will continue until
the City Manager determines that the program is fully
implemented, adequately staffed, appropriately
integrated (public/private) and no longer needful of non-
staff assistance. The minimum time period for Phase 3 is
eighteen (18) months.
SPECIFIC OBJEC'I1VHS1 ACTIONS
Phase 1
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Objective - To conduct the initial research necessary to design
a comprehensive community economic marketing and tourism
development program for North Richland lUlls.
Subject research and data collection activities will be
conducted in selected task areas. These efforts will be focused
on developing foundation materials and a systematic process for
designing and constructing the other phases. The task areas
are:
Task Area 1
Define the competitive posture of NRH.
Task Area 2
Assess NRH's relative economic advantages
and liabilities.
Task Area 3
Design a procedure which enables NRH to capitalize
on opportunities and defuse obstacles.
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Task Area 4
Formulate a set of prograrn objectives and a long
range strategic plan.
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Task Area 5
Design an economic and tourism marketing/development
strategy for implementing NRH's objectives and
strategic plan.
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Phase 2
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Objecti ve - To process, evaluate and apply the collected
research data into the creation and design of subject program.
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Using the research and data collected in Phase 1, create, design
and construct an assertive, pro-active economic and tourism
marketing/development program targeted to stimulating
new/expanded. business growth in NRH. This will be
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accompli~hed by further developing each task area listed in
Phase 1 as follows:
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Task Area 1
o Develop a data profile of the city's tax base.
o Inventory the city's present economic base.
o Identify the potential influence of technological change.
o Analyze the success of comparable communities
development efforts.
o Survey NRH and selected Metroplex area tourism
opera ti ons.
o Identify the strengths of major competitor cities.
o Survey/interview existing business executives for their
assessm ent.
o Appraise local attitudes/philosophies concerning economic
development activities.
o Analyze economic development projects currently
underway.
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Task Area 2
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Profile the city's economic assets, i.e.; its major
employers, largest taxpayers.
Interview the chief executives of the city's leading
industries.
Identify/survey potential investors for their
evalua ti on/ assessm en t.
Conduct a comprehensi ve labor survey.
Survey the city's transportation, education, financial and
cultural assets.
Analyze the city's five best assets for use in Phase 3.
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Task Area 3
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Task Area 4
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Task Area 5
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Review data from Phase 1 and above described surveys to
identify liabilities/weaknesses.
Analyze the weaknesses and determine the economic
feasibility of remedial action.
Recommend corrective remedies for those identified as
meritorious.
Inventory available land for industrial and commercial
development.
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o Develop a target industry profile.
o Match the city's assets to the needs associated with the
targeted industries.
o Discover existing industries' expansion plans and their
needs.
o Intërview developers, lenders, existing firms as to
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obstacles to growth.
o Identify city imposed constraints to expansion.
o Seek out venture capital investors.
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Invite citizen input.
Use the city's industrial development com mission to
evaluate input.
Analyze and incorporate appropriate data from other task
areas.
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Invite NET County Chamber of Commerce input.
Invite a professional review by qualified allies.
Urge the city council to appoint an ad hoc "blue
ribbon" committee to make final appraisal and
recommendation.
Invite the city council to review and vote official
adoption.
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Detail the sequential actions.
Set priorities.
Estimate costs.
Assign responsibility to the appropriate party.
Recognize allies and invite their assistance.
Invite pro-bono support from NRH area marketing
specialis ts.
Establish organizational structures.
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Select and monitor the marketing tools, i.e. direct mail,
advertising, etc
Design accountability measurements for each marketing
tool/strategy.
Identify innovative financial incentives.
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Phase 3
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Objective - To provide the on-going consultative
management services necessary to the successful
implelnentation of subject program.
This, the implementation phase, requires skillful and
professional management; therefore, it is agreed that
WB&:A will be retained on an extended basis to support
and assist the City Manager in managing the program
thröugh its critical development period. This effort too
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will be considered a task area and will be developed as
follows:
Task Area 6
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Construct a "road map" for use as a management tool.
Assist the City Manager in evaluating and developing a
staff organizational structure targeted to economic and
tourism marketing/development.
Implement the marketing strategies.
Activate the program as designed in Phase 2.
Conduct regular meetings with organized constituent
groups and allies.
Coordinate with the NET Chamber of Commerce re:
volunteer support.
Arrange for critique and on-going evaluation.
Execute follow-up.
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SPECIFIC TERl\IS
This Agreement shall commence on February 15, 1987 and continue
through the date that the services described herein are completed.
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SCHEDULED FEES AND ACCOUNTING PROCBDURE
The described services for Phase 1 shall be provided for a fixed
professional fee of $2~~O with normal reimbursable expenses
billed at direct cost,.pl~ai'1 0) ~...... .........ll. The fee shall be payable in
three (3) installments; one third at commencement, one third at the
end of week 3 and one third upon delivery of the finished report. The
commensurate expenses will be billed upon completion of the project.
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The described services for Phase 2 shall be provided for a fixed
professional fee oC $4,000.00 per month with normal reimbursable
expenses billed at direct cost plus ten (10) percent. The fee an~
reimbursables shall be payable monthly and due on the last day of the
month in which services were performed.
The described services for Phase 3 shall be provided for a fixed
professional fee of $2,250.00 per month with normal reimbursable
expenses billed at direct cost plus ten (10) percent. The fee and
reimbursables shall be payable monthly and due on the last day of the
month in which services were performed.
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CONTRACT AMOUNT
WB&A agrees not to exceed the amounts specified for fixed
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professional f~es in each phase without written authorization from
the city manager.
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SPECIALIZED SERVICE FEES
It is anticipated that during Phases 2 &: 3 certain highly specialized
consultative services will be required, i.e. labor market
survey/analyses, statistical compilations, asset/liability inventory,
target industry study, computerized mailing lists, public
relations/advertising/marketing services, etc. It is agreed that these
services may be sub-contracted to and provided by outside agencies
under the supervision and direction of WB&A. It is estimated that
the expenses for these services may aggregate to $75,000.00 over the
two (2) year term of the project. The fees/cost for such services will
be billed to NRH at WB&A cost plus ten (10) percent (this is less than
standard industry procedure). Certain activities in Phases 2 &: 3 will
be focused on identifying other public and private funding sources to
assist with underwriting these projected expenses.
Certain out-of-pocket expenses incurred by WB&:A in connection with
the services performed under all three phases of this Agreement shall
be reimbursed by NRH. These shall include, but not be limited to,
travel outside the Dallas/Fort Worth Metroplex area, printing,
photocopying, postage, team workbooks, and long distance phone calls
in excess of Fifteen Dollars ($15.00) per month. It is estimated that
these out-of-pocket expenses may aggregate to Twelve Thousand
Dollars ($12,000.00) during the two (2) year term of the project.
It is agreed that WB&:A may not exceed either the special
consultative or out-of-pocket estimate without express written
approval from the City Manager.
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EXECUTED this
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City of North Richland Hills
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BOy:
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Rodger Line
City Manager
City of North Richland Hills
P.O. Box 18609
North Richland Hills~ 'Texas 76118
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Date:
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day of
A.D., 1987.
Worth Blake « Associates
By:
W or th Blake
President
Worth Blake « Associates
P.O. Box 610664
DFW Airport, Texas 75261
Date:
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Prepared
For The
City of North Richland Hills
Planning Schedule
for
"The North Richland Hills Initiative"
Prepared
By
Worth Blake & Associates
P.O. Box 610664
Dallas/Fort Worth Airport, Texas 76251
(Metro) 481-4123
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Thi n¡s .t.Q. ~
lllUl Staff:
1.) Develop information which shows:
a.) Percentage distribution of city tax base by
Residential
Commercial
Industrial
Other
b.) A break out of industrial taxpayers by
Category
Appraised Vàlue (1986)
Annual Tax Payment (1986)
Estimated Employment 1970, '75, '80, '85
Year Established
c.) City contributions to economic development programs by
category and year
~ ~ A¡ency ~ Cont~ibution/ExDense
North Texas Commission 1980 '81 '82 '83 '84 '85 '86
Local Chamber of Commerce
City Expense (brochures, etc.)
Other
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Date/Time
11/7 noon
12/17 9:00 a
12/30 3:00 p
Worth Blake & Associates
"The North Richland Hills Initiative"
PLANNING SCHEDULE
Event
Initial meeting with North Richland
Hills Economic Development Commission
(NRHEDC).
Exploratory Discussion
Attendees
NRHEDC Members
Rodger Line (RL)
Dennis Horvath
(DH)
Initial Review of proposed Concept: RL & DH
Phasë 1 - Plannin¡/Or¡anizin¡
Includes drafting a mission state-
ment, selecting comprehensive objectives,
and creating a strategically designed
economic development marketing plan for
the City of North Richland Hills.
Phase 2 - Desi¡n/Development
Includes conducting comprehensive
research, data analysis, inventorying
competitive strength/weaknesses, train-
ing volunteers/staff, indentifying pro-
peets and articulating the economic dev-
elopment initiatives necessary to fulfill
the mission statement and achieve the
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1/9
1/16
2/2
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stated objectives. A proposed budget
will be developed during this phase.
Phase ~ - Implementation/Execution
Includes designing a "road map"
with timetables, required resources/
tools, projected expenses, responsible
and involved parties, necessary public
and private sector linkages, and follow-
up/follow-through procedures.
Second Review - WB & A Follow-Up
Includes ðonsultant's refinement, modi-
fications, alterations and "fleshing out"
of portions of phases 1 and 2.
At the conclusion of this process, consultant
will be prepared to quote a cost estimate for
services.
Third Review - WB & A Follow-Up
Includes input from follow-up conversations
with RL and DH at UTA conference. Discussed
various marketing plans re: economic develop-
ment and tourism. Following this review, final
adjustments were made and then the draft format
was set for presentation to RL and DH on 2/2.
Deliver draft Proposal to RL and DH.
WB only
RL
DH
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2/5
2/6
2/9
2/20 Noon
2/27 or ?
3/ ?
3/16
Review Meeting
Met with RL and DH for critique and
suggested changes.
Delivered revised proposal
City Council Meeting - First Review
Consultant will present the proposed
program to the Council for their first
review.
Initial Review by NRHEDC
After incorporating Council's suggestions,
conduct añ informal review before the NRHEDC.
Invite their critique/input.
Initial Review by Executive Committee
of the North East Tarrant County Cof C.
Invite their comments, suggestions,
endorsement and pledge of support.
Schedule Similar Meetings with officials
of TCJC, NTSU/TCOM, UTA, Birdville ISD,
Tarrant County, State & Federal Legislators,
NCTCOG, TAMU, Economic Development allies.
City Council - Second Review and Progress
Report Incorporate appropiate input from
allies and report results to Council. Include
a progress report on Phase I. Invite Council's
final comments/suggestions and approval of
Progress Report.
RL
DH
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"The North Richland Hills Initiative"
Program Design Principles
I. Build Constituencies for each Initiative/Idea
The process for implementing an economic development strategy is
political as well as economic. Innovations in development pOlicy
create opportunities for personalities and institutions to
interact and link in new, more productive ways; they ~ also
threaten "old" ways of doing business. "The NRH Initiative"
economic and tourism marketing development program will be
designed so as to identify key constituent groups and seek their
endorsement/support and involvement in each program phase. The
strategy will rely strongly on volunteers, working through
advisory committees, attending retreats/training sessions, making
marketing trips/calls ... all with the focus of building a
consensus around each particular initiative.
II. Use Organizational Leverage
Most financial managers know that with increased leverage the
impact of a dollar's sales can be magnified in increased earnings
per share. Organizational leverage involves the same principle;
it simply means enticing and encouraging public and private
institutions to work together more productively. "The NRH
Initiative" strategy will focus strongly on improving the flow of
in~ormat1on and encouraging coordination among the institutions
associated with and/or affected by the city's and the region's
economy.
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III. Rely on Experimentation and Accountability
New ideas are not always quickly accepted nor are they easy to
implement. Successful economic development will require forging
new relationships, and that takes time, patience -- and
commitment. More importantly, no one can be certain that the
"new" idea/initiative will work -- even though it has been
professionally fashioned and has constituent endorsement. It is
important that NRH officials recognize this potential before ever
commencing the project. The consultant will endeavor to design
the program so as to encourage experimentation but always within
the confines of a êlear system of accountability.
Department:
aUbject:
CITY OF
NORTH RICHLAND HILLS
Publ ic Works C 'I M ' D 2/9/87
ouncl eetlng ate:
Public Hearing - Community Development Block Grant - A d N b GN 87-18
Resolut1on No. B7-1Z gen a urn er:
The purpose of this Public Hearing is to receive citizen input regarding needs of our
low to moderate income neighborhoods. All citizens, groups and organizations of our
City are welcome to participate and be represented in the formulation of the 13th year
plan. This Public Hearing is open for public advice, comments, complaints, questions or
presentations of alternative proposals. The public may present their views in writing
by obtaining a questionnaire from the City Secretary, complete it and return it to her
office.
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On February 10, 1986 the Council approved funding for the 12th and 13th year to
reconstruct Harmonson Road from Dawn Drive to Honey Lane. The Housing and Community
Development Block Grant Program of Tarrant County is now in its 13th year. We feel that
the previously approved reconstruction of Harmonson will qualify as it is in the Mackey
Creek target area. It is unknown at this time how much grant money we will receive as
it will depend on the results of the ranking process that will take place at the Tarrant
County Court House in March. The attached Resolution must be passed if the City Council
chooses to continue with construction of the Harmonson Road Project for the 13th year.
Recommendation:
Approve attached Resolution and submit Harmonson Road Project for Community Development
Block Grant Funding for the 13th year.
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Source of Funds:
Bonds (GO/Rev.)
Operating Budget
Other Ç). _
'_I.lA1/Y1A, ~ø
Department Head Signature
Finance Review
Acct. Number
Sufficient Funds Available
t: 11/~
City Manager
, Finance Director
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CITY COUNCIL ACTION ITEM
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RESOLUTION NO. 87-12
RESOLUTION APPROVING AND ENDORSING THE 1987 COMMUNITY
DEVELOPMENT PROJECT FOR THE CITY OF NORTH RICHLAND
HILLS, TEXAS
WHEREAS, the City of North Richland Hills shares in a cooperative
agreement with Tarrant County for essential community development ,
assistance activities under Public Law 93-383, the Housing and Community
Development Act of 1974, as amended; and
WHEREAS, at least one public hearing for the purpose of
identifying and discussing community development needs, and receiving and
adopting Community Development Projects, have been duly held by the City of
North Richland Hills; and
WHEREAS, after said public hearing and due consideration, the
Harmonson Road Street and Drainage Improvements, Phase II, was eligible for
funding under this Act, and approved the filing of application for said
funding; and
WHEREAS, it is understood that any funds not expended on the
specifically approved project will revert to the Community Development
Contingency Fund, and should any repayment of funds be required by HUD due
to ineligible or non-fundable projects, the City would be responsible for
repayment. .
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
North Richland Hills that said 1987 Community Development Projects for the
City of North Richland Hills, Texas, be approved and endorsed.
PASSED AND APPROVED this-9th day of February, 1987.
ATTEST:
Dan Echols, Mayor
Jeanette Rewis, City Secretary
APPROVED AS TO FORM AND LEGALITY:
Rex McEntire, Attorney
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KNOWL TON-ENGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS I Fort Worth- Dallas
January 27,1987
Mr. Dennis Horvath, Assistant City Manager
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76180
RE: 30-319, TARRANT CO.I NORTH RICHLAND HILLS
13TH YEAR C.O.B.G. PROJECT
HARr/10rJSON ROAD PAVING If~PVTS., PHASE II
PUBLIC HEARl NG
PROJECT NO. ß-87-UC-48-0001/B87-48-20
As we discussed today, a Public Hearing will be required for the 13th Year
Community Development Block Grant Program on the regular Council Meeting of
February 9, 1987. The draft resolution, below, must be adopted as part of the
City's application for 13th Year C.O.B.G. funding. Also enclosed is a
questionnaire that can be copied for citizen input during or following the
hearing.
"
The following statement should be read by the Mayor to open the public
hearing:
The primary purpose of this public hearing is to receive citizen input
regarding the needs of our low to ~9derate income neighborhoods. The
Housing and Community Development Block Grant Program of Tarrant County
is now in its 13th year. Funds from this program have been used in the-
past for the construct ion of Orai nage Channel improvements on t1ackey
Creek from Onyx Drive South to Harmonson Road, and recently for
reconstruction of a portion of Harmonson road from Dawn Drive to Honey
Lane. Current plans are to continue paving and drainage improvements on
Harmonson Road eas tward from Honey Lane.
All citizens, groups and organizations of our City are welcome to
participate and be represented in the formulation of the 13th year plan.
This public hearing is open for public advice, comments, complaints,
questions or presentation of alternative proposals. If you wish to
present your views in writing, please obtain a questionnaire from the
City Secretary, complete it and return it to her office as soon as
possible.
1901 CENTRAL DR., SUITE 550 · BEDFORD, TEXAS 76021 . 817/283-6211 . METRO/267-3367
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January 27, 1987
13TH YEAR C.D.B.G. PROJECT
Page
2
At this time, if anyone wishes to offer any comments, please come forward
and state your name and address...........
The following is a draft sample resolution which should be approved by the
City Council if they wish to continue with construction of the Harmonson Road
project for the 13th year:
RESOLUTION NO.
RESOLUTION APPROVING AND ENDORSING THE 1987 COt,1MUNITY
DEVELOPMENT PROJECT FOR THE CITY OF NORTH RICHLAND HILLS, TEXAS
WHEREAS, the City of North Richland Hills shares in a cooperative
agreement with Tarrant County for essential community development
asistance activities under Public Law 93-383, the Housing and Community
Development Act of 1974, as amended, and
WHEREAS, at least one public hearing for the purpose of identifying and
discussing community development needs, and receiving and adopting
Community Oevelopment Projects, have been duly held by the City of North
Richland Hills, and
WHEREAS, after said public hearing and due consideration, the Harmonson
Road Street and Orainage Improvements, Phase II, was eligible for funding
under this Act, and approved the filing of application for said funding,
and
WHEREAS, it is understood that any funds not expended on the specifically
approved project will revert to the Community Development Contingency
Fund, and should any repayment of funds be required by HUD due to
ineligible or non-fundable projects, the City would be responsible for
repayment, ' --
-
NOW THEREFORE BE IT RESOLVED, by the City Council of North Richland Hills
that said 1987 Community Development Projects for the City of North
Richland Hills, Texas, be approved and endorsed.
APPROVED AND ADOPTED this day of February, 1987.
APPROVED
Dan Echols, Mayor
ATTEST
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January 27,1987
13TH YEAR C.D.B.G. PROJECT
Page
3
Jeanette Rewis, City Secretary
APPROVED AS TO FORM:
Rex McEntire, City Attorney
We will be available at the February 9,1987, Council r1eeting to answer any
questions you may have concerning this program. Meanwhile, please call if you
need additional information in this regard.
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Enclosures
cc: r·1r. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Richard Royston, Director of Development
Mr. Lee Maness, Director of Finance
r~r. \~in Carver, Tarrant County Program Coordinator
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~Qbg?TION~~ FOR CDBG CITIZEN PARTICIPA~N
'four County Commissioner and City Council would like to find out what your
community needs are. The information obtained from this questionnaire will
be used to develop programs using Community Development Block Grant funds
that Tarrant County will request from the Department of Housing and Urban
Development.
Date
City
Name of the ~treet where you live:
Your interest and cooperation will help make your city and community a better
place to live.
Please put an "X" in the box that best answers the question of need.
PROJECTS:
~jOST NEEDED NEED DON'T NEED
c=J c:J CJ
c=J CJ c:J
c:J CJ 'CJ
c:J CJ CJ
c:J CJ CJ
c=J CJ CJ
Repair of houses
Street improvements
Curbs and gutters
Sidewalks
. Storm drains
Removal of architectural
barriers (Example: Ramps
for the handicapped)
Senior centers
.
c:J CJ CJ
CJ c:J CJ
- -
CJ CJ' CJ
Flood and drainage improvements
(example: channel improvements)
'~ater and sewer
In my opinion. the most important single need of my community out of the above is:
Other services my community needs are: (Please list them)
t-ty.comments (other things I would like to tell my Cou'nty Com."nissioner and City'
Council) are:
Notices on community development, public meetings are published in area newspapers.
citi2ens' co~~ents and input are welcome. Please return this form to the city
officials at the end of ' the public hearing, or address written comments to:
Tarrant County P1anning Department
100 W. Weatherford Street
.Fort Korth, Texas 76102
Thank you for your participation!
12
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CITY OF
NORTH RICHLAND HILLS
~epartment:
Subject:
Administration
RdtificdtiufI uf Purchd~~ uf Right-Of-Way -
Hightower Drive
. 2/9/87
Council Meeting Date:
GN 87-19
Agenda Number:
~
The staff has been negotiating with Mr. & Mrs. James Craine for some time in an effort
to obtain necessary right-of-way for a portion of Hightower Drive from Meadow Road east
to the Learned Property. The negotiated settlement is $9,133.14 in payment to Mr. &
Mrs. Craine for 19,855 square feet of right-of-way and we have agreed to waive the
street assessment. In October, 1986 the Capital Improvement Program Committee
authorized the approval of the agreement. A check has been issued and the right-of-way
document has been signed and recorded at the courthouse.
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Recommendation:
Recommend the City Council ratify the expenditure of $9,133.14 for the purpose of
obtaining right-of-way from Mr. & Mrs. Craine on Hightower Drive.
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I Source of Funds:
. Bonds (GO/Rev.)
I - Operating Budget
,- Other
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Finance Review
Acct. Number 13-04-86-6050
Sufficie~)unds Available
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/ tity Manager
CITY COUNCIL ACTION ITEM
, Finance Director
Page 1 of
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CITY OF
NORTH RICHLAND HILLS
I Department: Purchasin
~ Bid award to Graff Chevrolet for 3 ton pic
WSubject: 1 8-10 ick-u truck in the combined amount
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2-9-87
~ Council Meeting Date:
-up trucKS
of $37,820. Agenda Number: PU 87-12
On January 30, 1987 at 10:00 a.m., sealed bids were opened for
3) ~ ton pick-up trucks and 1) 8-10 pick-up truck.
Vendor
Exceptions
Williams Chevrolet
1
1
1
1
o
o
~ ton
8-10
~ ton
8-10
~ ton
8-10
Unit Price Total
$ 9,928 $29,784
8,715 8,715
9,872 29,616
8,660 8,660
9,730 29,190
8,630 8,630
Hudiburg Chevrolet
*Graff Chevrolet
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Recommendation: Award to the lowest bidder*Graff Chevrolet 3) ~ ton
pick-up trucks in the amount of $29,190 and 1) 8-10 pick-up truck in
the amount of $8,630.
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Finance Review
Acct. Number 1) 02-20-02-6600
Sufficient Funds Available
~ /J1a~z
t£-tft~
City Manager
3)02-11-01-6600
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t Finance Director
CITY COUNCIL ACTION ITEM
W'~ ~""'~ _~~ ~ _ _ ~~___
Page 1 of
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CITY OF NORTH RICHLAND HILLS
PURCHASING DEPARTMENT
NORTH RICHLAND HILLS, TEXAS
I taro t e . etrop ex
~ INVITATION TO BID AND BID QUOTATION FORM
VENDOR'S NAME AND ADDRESS SHOW THIS INFORMATION ON ENVELOPE: "'
II Graff Chevrolet Request For: 3 - I Ton Pickup Trucks with Air
1405 E. Main St. Bid Opening Date: 10:00 a.m. January 30, 1987
Grand Prairie, Texas 75051
II Date:
Requisition No.
Sealed bids will be received until 10: 00 a. m. January 30, 1987
City of North Richland Hills, P. O. Box 18609
Il North Richland Hills, Texas 76118
ATTN: Jeanette Rewis Phone: 281-0041
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
II
II
II
Ir
A 3- ~ Ton Pickup Trucks with Air 3 CR10903 9,730.00 29,190.00
II
Per Attached Specifications
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IE SUB-TOTAL 29,190.00
ALL BIDS MUST BE EXTENDED AND TOTALED BEFORE BEING CONSIDERED. TOTAL BID 29,190.00-1
ITERMS % DAYS, F.b.B. CITY OF NORTH
RICH LAND HILLS: DELIVERY IN DAYS FROM
RECEIPT OF ORDER. The City of North Richland Hills Purchas-
Aept. reserves the right to reject any or all bids, waive formali-
I.or to award purchases on an individual item basis when in its
best interests. ALL SALES AND USE TAXES TO BE EXCLUD-
ED FROM BID. PRICES TO BE QUOTED F.O.B. CITY OF
NORTH RICH LAND HILLS, TEXAS.
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IN SUBMITTING THI:s BID, VENDOR AGREES THAT AC-
CEPTANCE OF ANY OR ALL QUOTATIONS BY THE PUR-
CHASING DEPARTMENT OF THE CITY OF NORTH RICH-
LAND HILLS WITHIN A REASONABLE PERIOD CONSI-
TUTES A BINDING CONTRACT.
COMPANY: Graff Chevrolet
BY: Hnh Nnnn;:} n
PHONE NUMBER0 (214) 263-2281
SIGNATURE: ~ '"Y7ty1~ DATE: 1- / '1'-4-' 1
THIS IS NOT A PURCHASE ORDER
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GENERAL CONDITIONS .
PROPOSAL REQUIREMENTS AND CONDITIONS
In submitting his bid, the proposer understands and agrees to be bound by the
following terms and conditions:
1. WITHDRAt-lING PROPOSALS
Proposals deposited with the City of North Richland Hills cannot
be withdrawn prior to the time set for opening proposals. Request for
nonconsideration of proposals must be made in writing to the Purchasing Agent
and received by the City of North Richland Hills prior to the time set for
opening proposals. After other proposals are opened and publicly read,
the proposal for which nonconsideration is properly requested maybe returned
unopened. The proposal may not be withdrawn after the bids have been opened,
and the "bidder, in submitting the same, warrants and guarantees that his' .
bid has been carefully reviewed and checked and that it is in all things
true and accurate and free of mistakes and that such bid will not and cannot
be withdrawn because of any mistake committed by the bidder.
2. CONSIDERATION OF PROPOSALS
After proposals are opened and publicly read aloud, the proposals
will be tabulated for comparison on the basis of the bid prices and quantities
shown in the proposal. Until final award of the contract, the City of North
Richland Hills reserves the right to reject any or all proposals, to waive
technicalities, and to readvertise for new proposals, or proceed to do the
work otherwise in the best interests of the City of North Richland Hills.
3. IRREGULAR PROPOSALS
Proposals will be considered irregular if they show any omissions,
.alterations of form, additions, or condit~ons not called for, unauthorized
alternate bids, or irregularities of any kind. However, the City of North
Richland Hills reserves the right to waive any irregularities and to make
the award in the best interests of the City of North Richland Hills.
4. REJECTION OF PROPOSALS
The City of North Richland Hills reserves the right to reject any
or all proposals, and all proposals submitted are subject to this reservation.
Proposals may be rejected, among other reasons, for any of the fOllowing
specific reasons:
(a) Proposal received after the time limit for receiving proposals as
stated in the advertisement.
(b) Proposal containing any irregularities.
(c) Unbalanced value of any items.
(d) Where t~e bidder, any sub-contractor or supplier, is in litigation
with thè City of North Richland Hills, or where such litigation is
contemplated or imminent, in the sole opinion of said City.
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5. DISQUALIFICATION OF ,BIDDERS
Bidders may be disqualified and their proposals not considered.
among other reasons. for any of the following specific reasons:
(a) Reason for believing collusion exists among the bidders.
(b) Reasonable grounds for believing that any bidder is interested in
more than one proposal for the work contemplated.
(c) Where the bidder. any sub-contractor or supplier. is in litigation
with the City of North Richland Hills. or where such litigation is
contemplated or imminent, in the sole opinion of said City.
(d) The bidder being in arrears on any existing contract or having
defaulted on a previous contract.
(e) Lack of competency as revealed by a financial statement. experience
and equipment, questionnaires, etc.
(f) Uncompleted work which in the judgment of the City of North Richland
Hills will prevent or hinder the prompt completion of additional work
if awarded. '
6. AWARD OF CONTRACT
Award of contract. if it be awarded. will be made by the City of
North Richland Hills to the lowest responsible bidder meeting the
requirements of the City of North Richland Hills. and will be made within
sixty (60) days after the opening of the proposal. but not before said
City's next monthly meeting. No award will be made until after investigations
are made as to the responsibilities of the low bidders.
7 . ASSIGNMENT
The successful bidder may not assign his rights and duties under
an award without the written consent of the City of North Richland Hills
City Manager. . Such consent shall not relieve the assignor of liability
in the event of default by his assignee.
8. NOTICE OF DELAYS
Whenever the vendor encounters any difficulty which is delayin~
or threatens to delay timely performance (including actual or potential
labor disputes). the vendor shall immediately give notice thereof ill
writing to the Purchasing Agent. stating all relevant information with
respect thereto. Such notice shall not in any way constitute a basis for
an extension of the delivery or performance schedule or be construed as a
waiver by the City of North Richland Hills of any rights or remedies to which
it is entitled by law or pursuant to provisions herein. Failure to give
such no~ice. however. ~y be grounds for denial of any request for an
extension of the delivery or performance schedule because of such delay.
9. BRAND NAME OR EQUAL
(This clause is applicable only when a "brand name or equal" purchase
description is included in an invitation for bids. As used in this clause,
the term "brand name" includes identification of products by make and model.)
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(a) If items for which bids have been called for have been identified by
a "brand name or equal" description, such identification is intended
to be descriptive, but not restrictive, and is to indicate the quality
and characteristics of products that will be satisfactory. Bids offering
"equal" products will be considered for award if s'uch products are
clearly identified in the bids and are determined by the Purchasing Agent
to be equal in all material respects to the brand name products
referenced.
(b) Unless the bidder clearly indicates in his bid that he is offering an
"equal" product, his bid shall be considered as offering a brand name
product referenced in the Invitation for Bids.
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GENERAL CONDITIONS
VEHICLE BID
1. Vehicles other than new models will not be considered as responsive
to the specifications. It is the intention of the City of North Richland
Hills to purchase based on the specifications, a standard production
model. In addition to the equipment set out in the specifications, the
units shall include all equipment set out in the manufacturer's literature
as standard equipment. They shall include all exterior moldings, name
plates, medallions, series indentifications, and chrome of every
description that is usual for standard stock models of this series.
2. The specifications are intended to govern, in general, the size and type
of vehicles de~ired and are minimum requirements. Variations from these
specifications must be outlined on a separate document noting the item
number and fully explaining the exceptions. The City of ~ Rich1and
Hills reserves the right to evaluate variations from the s~ecifications
and its judgment in such matters shall be conclusive.
Vendc;r-Initia1 ~ -
3. The units shall be completely assembled, lubricated, adjusted, with all
equipment including standard and extra equipment installed, and the units
made ready for continuous operation with a full tank of fuel.
4. The bidder shall attach hereto, as part of this bid, regularly printed
literature published by the factory, which sets forth and describes the
vehicles he proposes to furnish.
5. The successful bidder shall furnish a manufacturer's Certificate of origin
and Parts Manual with delivery of each unit.
6. For bids on more than one unit of equipment, the City of North
Richland Hills reserves the right to make multiple purchases from more
than one bidder if it deems such actiön to be in its best interest.
7. All equipment covered by this bid shall be delivered from point of
assembly to the City of North Rich1and Hills area by railway freight or
conveyed by truck. Equipment shall not be driven or towed in whole or
part. Each invoice request for payment shall be accompanied by an
affidavit in which shall be set out that the equipment covered by this
invoice has not been driven or towed in whole or part from point of
manufacturer to the City of North Rich1and Hills area. Vehicles may be
driven from dealer's service center to the City of North Rich1and Hills
provided the distance from the service center to the City does not exceed
one hundred (100) milés.
8. Warranty for parts and labor must be described and included in this bid.
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This specification is intended to describe the minimum requirements for a
half-ton (~) Pick-Up Truck that is equal to or exceeds a,"R-IO Chevrolet".
I.
YES NO
1. Cab Type: Conventional
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2. Gross Vehicle Weight: 6100 lbs.
3. Engine: 300 cu. in. V-8 Equipped to Operate on
Unleaded Gas
4. Front Suspension Capacity: 2950 lbs.
5. Rear Suspension Capacity: 3750 lbs.
6. Steering: Power, Factory Installed
7. Transmission: Automatic 3 Speed
8. Tires: P235/75R15 5 each
9. Rear Bumper: STD Step Type, Painted, 6"
10. Gauges: Voltmeter, Temperature and Oil Pressure
11. Paint: 1 Color, Silver Metallic
12. Battery: Heavy Duty
13. Radiator: Heavy Du~y
14. Alternator: 55 AMP Heavy Duty
15. Brakes: Power Disc/Drum
16. Body Style: Fleet Side
17. Wheelbase: 130 to 140 Inches
18. Rear Axle: Standard Gear Ratio
19. Left Hand Mounted Spotlight 5" or 6"
20. Knitted Vinyl Trim Interior
21. Cab Heater and Defroster System
22. Dual Below Eye Level Swivel Mirrors
23. Air Conditioning: Factory Installed
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Warranty Offered :J6/J/)"el /.31. rJ7R) ~
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Total Number of Days From Date of Order To Delivery ~~
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The undersigned hereby offers to sell to the City of North Richland Hills,
on the terms and conditions contained in this proposal, the general
conditions and the specifications and any other conditions that may be
attached and further certify that our attached proposal submitted by
* (a) ~~~ t7~comPlies with all the specifications as
outlined in the city of North Richland Hills bid specification. Be it
further specified that any non-compliance with the City of North Richland
Hills specifications will be fully outlined in detail stating said vendors
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* (b)
exceptions.
And further understand that the City of North Richland Hills' acceptance of
any proposal from any vendor is only with the expressed understanding that
the City of North Richland Hills has full right to accept or reject any and
all proposals, or any part thereof.
Company Name
Graff Chevrolet
By
4~
Title
Fleet/Med Duty Trk Mgr.
Date
1/14/87
THIS MUST BE SUBMITTED'~ VENDOR QUOTATION
Vendor Note:
* (a) Type or write in Company Name
* (b) Type or write in Number of Exceptions, if none, so state "NO"
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CITY OF NORTH RICH LAND HILLS
PURCHASING DEPARTMENT
NORTH RICHLAND HILLS, TEXAS
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I ~tar of the Metroplex
INVITATION TO BID AND BID QUOTATION FORM.
'I" SHOW THIS INFORMATION ON ENVELOPE:
VENDOR'S NAME AND ADDRESS
II Request For: 1 - ~ Ton S-10 Pickup Truck or Equal
Graff Chevrolet
1405 E. Main St. Bid Opening Date: 10:00 a.m. January 30, 1987
Grand Prairie, Texas 75051
II Date:
Requisition No. 30, 1987 I
Sealed bids will be received until 10:00 a.m. January ,
City of North Richland Hills, P. O. Box 18609
Il North Richland Hills, Texas 76118
ATTN: Jeanette Rewis Phone: 281-0041
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL ,
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I~ A 1 - ~ Ton S-10 Pickup Truck or Equal 1 :810603 8,630.00 8,630.00
I . Per Attached Specifications
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II SUB-TOTAL 8,630.00
IL ALL BIDS MUST BE EXTENDED AND TOTALED BEFORE BEING CONSIDERED. TOTAL BID 8,630.00 ..)
I TERMS % DAYS, F.O.B. CITY OF NORTH
RICHLAND HILLS: DELIVERY IN DAYS FROM
RECEIPT OF ORDER. The City of North Richland Hills Purchas-
APept. reserves the right to reject any or all bids, waive formali-
1- or to award purchases on an individual item basis when in its
best interests. ALL SALES, AND USE TAXES TO BE EXCLUD-
ED FROM BID. PRICES TO BE QUOTED F.O.B. CITY OF
NORTH RICH LAND HILLS, TEXAS.
I
IN SUBMITTING THI~ BID, VENDOR AGREES THAT AC-
CEPTANCE OF ANY OR ALL QUOTATIONS BY THE PUR-
CHASING DEPARTMENT OF THE CITY OF NORTH RICH-
lAND HILLS WITHIN A REASONABLE PERIOD CONSI-
TUTES A BINDING CONTRACT.
COMPANY: Graff Chevrolet
BY: Bob Noonan
PHONE NUMBE~214) 263-2281
SIGNATURE: , >1~Â..L.. DATE: ¡.....("',/-J')1
THIS IS NOT A PURCHASE ORDER
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GENERAL CONDITIONS
PROPOSAL REQUIREMENTS AND CONDITIONS
In submitting his bid, the proposer understands and agrees to be bound by the
following terms and conditions:
1. WITHDRAWING PROPOSALS
. Proposals deposited with the City of North Richland Hills cannot
be withdrawn prior to the time set for opening proposals. Request for
nonconsideration of proposals must be made in writing to the Purchasing Agent
and received by the City of North Richland Hills prior to the time set for
opening proposals. After other proposals are opened and publicly read,
the proposal for which nonconsideration is properly requested may be returned
unopened. The -proposal may not be withdrawn after the bids have been opened,
and the "bidder, in submitting the same, warrants and guarantees that his'
bid has been carefully reviewed and checked and that it is in all things
true and accurate and free of mistakes and that such bid will not and cannot
be withdrawn because of any mistake committed by the bidder.
2. CONSIDERATION OF PROPOSALS
After proposals are opened and publicly read aloud, the proposals
will be tabulated for comparison on the basis of the bid prices and quantities
shown in the proposal. Until final award of the contract, the City of North
Richland Hills reserves the right to reject any or all proposals, to waive
technicalities, and to readvertise for new proposals, or proceed to do the
work otherwise in the best interests of the City of North Richland Hills.
3. IRREGULAR PROPOSALS
Proposals will be considered irregular if they show any omissions,
alterations of form, additions, or condit~ons not called for, unauthorized
alternate bids, or irregularities of any kind. However, the City of North
Richland Hills reserves the right. to waive any irregularities and to make
the award in the best interests of the City of North Richland Hills.
4. REJECTION OF PROPOSALS
The City of North Richland Hills reserves the right to reject any
or all proposals, and all proposals submitted are subject to this reservation.
Proposals may be rejected, among other reasons, for any of the following
specific reasons:
(a) Proposal received after the time limit for receiving proposals as
stated in the advertisement.
(b) Proposal containing any irregularities.
(c) Unbalanced value of any items.
(d) Where the bidder, any sub-contractor or supplier, is in litigation
with the City of North Richland Hills, or where such litigation is
contemplated or imminent, in the sole opinion of said City.
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5.
DISQUALIFICATION OF ·BIDDERS
Bidders may be disqualified and their proposals not considered,
among other reasons, for any of the following specific reasons:
(a) Reason for believing collusion exists among the bidders.
(b) Reasonable grounds for believing that any bidder is interested in
more than one proposal for the work contemplated.
(c) Where the bidder, any sub-contractor or supplier, is in litigation
with the City of North Richland Hills, or where such litigation is
contemplated or imminent, in the sole opinion of said City.
(d) The bidder being in arrears on any existing contract or having
defaulted on a previous contract.
(e) Lack of competency as revealed by a financial statement, experience
and equipment, questionnaires, etc.
(f) Uncompleted work which in the judgment of the City of North Richland
Hills will prevent or hinder the prompt completion of additional work
if awarded.
6. AWARD OF CONTRACT
Award of contract, if it be awarded, will be made by the City of
North Richland Hills to the lowest responsible bidder meeting the
requirements of the City of North Richland Hills, and will be made within
sixty (60) days after th~ opening of the proposal, but not before said
City's next monthly meeting. No award will be made until after investigations
are made as to the responsibilities of the low bidders.
7. ASSIGNMENT
The successful bidder may not assign his rights and duties under
an award without the written consent of the City of North Richland Hills
City Manager. Such consent shall not relieve the assignor of liability
in the event of default by his assignee.
8. NOTICE OF DELAYS
Whenever the vendor encounters any difficulty which is delaying
or threatens to delay timely performance (including actual or potential ..
labor disputes), the vendor shall immediately give notice thereof in
writing to the Purchasing Agent, stating all relevant information with
respect thereto. Such notice shall not in any way constitute a basis for
an extension of the delivery or performance schedule or be construed as a
waiver by the City of North Richland Hills of any rights or remedies to which
it is entitled by law or pursuant to provisions herein. Failure to give
such nO~ice, however, may be grounds for denial of any request for an
extension of the delivery or performance schedule because of such delay.
9. BRAND NAME OR EQUAL
(This clause is applicable only when a "brand name or equal" purchase
description is included in an invitation for bids. As used in this clause,
the term "brand name" includes identification of products by make and model.)
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(a) If items for which bids have been called for have been identified by
a "brand name or equal" description, such identification is intended
to be descriptive, but not restrictive, and is to indicate the quality
and characteristics of products that will be satisfactory. Bids offering
"equal" products will be considered for award if such products are
clearly identified in the bids and are determined by the Purchasing Agent
to be equal in all material respects to the brand name products
referenced.
(b) Unless the bidder clearly indicates in his bid that he is offering an
"equal" product, his bid shall be considered as offering a brand name
product referenced in the Invitation for Bids.
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GENERAL CONDITIONS
VEHICLE BID
1. Vehicles other than new models will not be considered as responsive
to the specifications. It is the intention of the City of North Richland
Hills to purchase based on the specifications, a standard production
model. In addition to the equipment set out in the specifications, the
units shall include all equipment set out in the manufacturer's literature
as standard equipment. They shall include all exterior moldings, name
plates, medallions, series indentifications, and chrome of every
description that is usual for standard stock models of this series.
2. The specifications are intended to govern, in general, the size and type
of vehicles de~ired and are minimum requirements. Variations from these
specifications must be outlined on a separate document noting the item
number and fully explaining the exceptions. The City of ~ Richland
Hills reserves the right to evaluate variations from the specifications
and its judgment in such matters shall be conclusive.
-- -~ --
Vendor Initial ~ Y1
3. The units shall be completely assembled, lubricated, adjusted, with all.
equipment including standard and extra equipment installed, and the units
made ready for continuous operation with a full tank of fuel.
4. The bidder shall attach hereto, as part of this bid, regularly printed
literature published by the factory, which sets forth and describes the
vehicles he proposes to furnish.
5. The successful bidder shall furnish a manufacturer's Certificate of origin
and Parts Manual with delivery of each unit.
6. For bids on more than one unit of equipment, the City of North
Richland Hills reserves the right to make multiple purchases from more
than one bidder if it deems such ~ction to be in its best interest.
7. All equipment covered by this bid shall be delivered from point of
assembly to the City of North Richland Hills area by railway freight or
conveyed by truck. Equipment shall not be driven or towed in whole or
part. Each invoice request for paymëñt shall be accompanied by an
affidavit in which shall be set out that the equipment covered by this
invoice has not been driven or towed in whole or part from point of
manufacturer to the City of North Richland Hills area. Vehicles may be
driven from dealer's service center to the City of North Richland Hills
provided the distance from the service center to the City does not exceed
one hundred (100) milés.
8. Warranty for parts and labor must be described and included in this bid.
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This specification is intended to describe the minimum requirements for a
half-ton (~) Pick-Up Truck that is equal to or exceeds a Chevrolet S-10.
I.
YES NO
1. Cab Type: Conventional
2. Payload Capacity: 1500 Ibs.
3. Engin~: V6 2.8 Liter
4. Front Suspension: 2500 lbs.
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5. Rear Suspension: 2600 lbs.
6. Steering: Power, Factory Installed
7. Transmission: Automatic 4 Speed
8. Tires: PI95/75R14, 5 each
9. Rear Bumper: Step Type, Painted
10. Gauges: Voltmeter, Temperture and Oil Pressure
11. Paint: 1 Color, Silver Metallic, Dupont 1603
12. Battery: Heavy Duty
13. Radiator: Heavy Duty
14. Alternator: 55 Amp, Heavy Duty
15. Brakes: Power, Disc/Drum
16. Body Style: Fleet Side
17. Wheel Base: 108 Inches
18. Rear Axle: Standard Gear Ratio
19. Left Hand Mounted Spotlight
20. Knitted Vinyl Trim Interior
21. Cab Heater and Defrost System
22. Dual Below Eye Swivel Mirrors
23. Air Conditioning: Factory Installed
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Warranty Offered
II.
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(fðdN~ /2/Huij;z,j¿øzJ~
Total Number of Days From Date of Order to Delivery ~~
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The undersigned hereby offers to sell to the City ~f North Richland Hills,
on the terms and conditions contained in this proposal, the general
conditions and the specifications and any other conditions that may be
attached and further certify that our attached proposal submitted by
* (a) ~~comPlies with all the specifications as
outlined in the city of North Richland Hills bid specification. Be it
further specified that any non-compliance with the City of North Richland
Hills specifications will be fully outlined in detail stating said vendors
* (b)
7'ú
exceptions.
And further understand that the City of North Richland Hills' acceptance of
any proposal from any vendor is only with the expressed understanding that
the City of North Richland Hills has full right to accept or reject any and
all proposals, or any part thereof.
Company Name
Graff Chevrolet
By
~~¿tb-
Title Fleet/Med Duty Trk Mqr.
Date "1/14/87
THIS MUST BE SUBMITTED ~ VENDOR QUOTATION
Vendor Note:
* (a) Type or write in Company Name
* (b) Type or write in Number of Exceptions, if none, so state "NO"
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CITY OF
NORTH RICHLAND HILLS
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Purchasing 2-9-87
Department: Bid award to Riggs .F1rst Line tor a ÜUU ü.l:'M - Council Meeting Date:
in the amount of $148,251.
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Subject:
Agenda Number: PU 87-13
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On January 9, 1987, at 10:00 a.m., sealed bids were opened publicly for the subject
pumper. The results are summarized below:
Vendor
Exceptions
Amount
Delivery
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A. Riggs First Line
B. Sunfire (FMC)
C. American Eagle
D. Pierce Manufacturing
(note: Pierce Mfg.,
less $2,565 if chassis
is paid in advance)
E. Sutphen
o
8
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$148,251
148,000
144,582
143,942
141,377
120 Days
240 Days
130-210 Days
365 Days
No Bid
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Exceptions:
Vendor (B) Sunfire: Our specifications require an aluminum booster tank. Sunfire bid a
steel booster tank. Presently, we have two Sunfire (FMC) with steel tanks. Due to
numerous problems, both tanks have been removed and fiberglass liners installed at an
additional cost to the City. The other exceptions are minor and acceptable.
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Vendor (D) Pierce Equipment: Again, the vendor has bid a steel booster tank rather than
an aluminum booster tank as required in our specifications. In addition, our
specifications require a Hale QSMF single stage, manual centrifugal pump at 1500 GPM.
Pierce bid a waterous, electric shift pump at 1250 GPM. This exception prohibits our
efforts to standardize our fire apparatus.
At this time, two custom fire apparatus have been on order since November, 1985 from
Sutphen Corporation, whose production was belayed due to an extended strike. Even
though the strike has recently ended-, the first unit isn't scheduled for delivery until
May of 1987 and the second is due, i~ September of 1987. The City was in need of the
apparatus when placed on order in November of 1985.
The Fire Department has two older first line apparatus in need of major mechanical
overhaul. Numerous breakdowns have inhibited our ability to provide protection to the
citizens of North Rich1and Hills.
Vendor (A) Riggs First Line, " Emergency Oµe " can provide the specified pumper without
exceptions within 120 days of receipt of order. $165,000 was budgeted for this
equipment. A budget savings of $16,749 can be realized as well as having the pumper on
the street within 120 days of the receipt of order.
;:
Finance Review
Acct. Number Lease Purchase
SUffi~nd~ble
- K11~
City Manager
Source of Funds:
Bonds (GO/Rev.)
Operating Budget
e Other
, Finance Director
CITY COUNCIL ACTION ITEM
Page 1 of 2
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Fire Chief Stan Gertz and Support Services Director John Whitney visited the
manufacturing facility for Riggs First Line,"Emergency One". This facility was staffed
by 600 employees and maintained a perpetual inventory of approximately $5 million.
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"Emergency One" has been manufacturing first line fire equipment for over eleven years
and from our staff's observation can deliver the quality unit we require within 120 days
from receipt of order.
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Vendor (C) American Eagle, the other vendor to claim-O-exceptions is lower in bid price
by $3,669. However, if delivery were at the top side of their estimate, (120)days, the
additional three month delay could put the City in a precarious situation.
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Chief Gertz and John Whitney also visited American Eagles facilities. Our staff
discovered only 27 employees in the job out of a work force of 50, a serious fire hazard
in a poorly fabricated paint booth, an insufficient parts inventory ($50,000) to
maintain production and employees working with no or little supervision.
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In addition, American Eagle has not manufactured any fire units to date. Refurbishing
being their field of expertise, the company relies on subcontractors for a considerable
amount of their total production.
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Considering the information already provided and the need for vendor support, spare
parts availability and warranty capability to maintain equipment which can last as long
as twenty years, staff recommends awarding bid to Riggs First Line.
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Council Note: A pre-bid conference was held on December 19, 1986 at 10:00 a.m.; all
five vendors failed to attend. Photographs documenting staffs findings are available on
request.
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Recommendation: Bid award to * Riggs First Line Equipment for a 1500 GPM Pumper in the
amount of $148,251.
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CITY OF NORTH RICHLAND HILLS
....¥ -~ ....¡;~~"'_ ....~_ 141'
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SAFECD
BID BOND
SAFEto INSuhANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY
OF AMERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
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Approved by The Al1*'ican Institute of Architects,
A.I.A. Document No. A-310 (Feb. 1970 Edition)
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KNOW ALL MEN BY THESE PRESENTS, That we, Riggs First Line Equipment
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309 East Main Street, Forney, TX 75126.
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as Principal, hereinafter called the Principal,
and tl}e GENERAL INSURANCE COMPANY OF AMERICA, of Seattle, Washington, a corporation duly organized under
the laws of the State of Washington, as Surety, hereinafter called the Surety, are held and firmly bound unto
North Richland Fire Department, North Richland, TX as Obligee, hereinafter called the Obligee,
76118
in the sum of 10% of attached bid------------------------------------------------Dollars
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($ 10% of a/b ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid for
Emergency One Fire Apparatus
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NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with
the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or
Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt
payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter
such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the
penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith
contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise
to remain in full force and effect.
Signed and sealed this
9th
day of Januar
, 19--ª.L.
(Seal)
Principal
Witness
t)CL1/leA
Title
~~ ~ r~'.Q .Q \.C..~~êJ . (\ l^- <: W Q J n
Witness
GENERAL INSURANCE COMPANY OF AMERICA
By~ÇØ~~
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I 5-1448 6/76
PRINTED IN U.S.A.
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SAFECO
POWER
OF ATTORNEY
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
No.
7403
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each
a Washington corporation, does each hereby appoint
------------------JACK MARTIN; CHERYL JEAN HOWARD, Ocala, Florida-------------------
its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings
and other documents of a similar character issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY
OF AMERICA have each executed and attested these presents
this
17th
day of
June
, 19~.
,""',
~ ..,~ ...--......
__ .:.---i, ~~ ..".'''\
.w.-__..7t.a-"... l.........I~... ~ 1(.-
~...-:-- -~~,--,
- .--
ACKNOWLEDGMENT BY SURETY
STATE OF Illinois
! ss
County of Cook
On this gth day of ~T~n11~ry , 1987 , before me personally
appeared Cheryl Jean Howard , known to me to be the Attorney-in-Fact of
SAFECO INSURANCE COMPANY OF AMERICA, GENERAL INSURANCE COMPANY OF AMERICA, FIRST NATIONAL
INSURANCE COMPANY OF AMERICA or SAFECO NATIONAL INSURANCE COMPANY, the corporation that executed the
within instrument, and acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at m
the day and year in this certificate first above written. l'
(Seal)
S-230 R4 6/78
Notary Public in the State of Florida
County of Marion
~...
PRINTED IN U.S.A.
I, Soh A. Dickey, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE
COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of
Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the
By-Laws, the Resolution and the Power of Attorney are still in full force and effect.
IN WITNESS WHEREO~, I have hereunto set my hand and affixed the facsimile seal of said corporation
this
9th
,1987
day of J anuarv
S-974 R10 3/86
PRINTED IN U,S.A.
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R Ir!!Ir!!IB FIRST LINE
...... Equipment
309 E. Main . P.O. Drawer 1499
Forney, Texas 75126-1499
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(214) 552-9030 - Metro (214) 226-4717
January 6, 1987
City of North Richland Hills
P. O. Box 18609
North Richland Hills,' Texas
76118
Gentlemen:
We would like to thank you for giving us the opportunity to bid on
your fire departments apparatus needs.
We have thoroughly studied and reviewed your specifications and are
submitting for your reviewal and consideration the all aluminum Portector
IV, as built by Emergency One Inc. of an Emergency One "Hurricane" chassis.
Upon request we will be most happy to send you a list of Emergency One
apparatus sold to date by Riggs First Line Equipment. Through these
references we believe that you can see the quality, workmanship, service
and overall reputation of Emergency One and Riggs First Line Equipment.
After your reviewal of this proposal should you have any questions
or if we can be of further service please feel free to contact us.
Regards, "
~~ð.
~ Riggs
Sales Reprensentative
PDR/sh
I EMERGENCY EQUIPMENT SPECIALIST
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RI~~S FIR$TLINE
...... Equipment
309 E. Main. P.O. Drawer 1499
Forney, Texas 75126-1499
FIRE APPARATUS PROPOSAL
FOR CITY OF NORTH RICHLAND HILLS
P.o. BOX 18609
NORTH RICHLAND HILLS TARRANT
CITY COUNTY
TEXAS
STATE
76118
ZIP
1 - Emergency One Protector IV custom built on Hurricane Chassies as
per North Richland Hills specifications with out exceptions.
APPARATUS
ADDITIONAL EQUIPMENT
$140851.00
7400.00
---------------
TOTAL
$148,251.00
DELIVERY 1?() r::1'~nri~,. n~YQ
DAYS, F. O. B·Norrh R;r'h'~nn HiJls
.~
QUOTATION VALID
45
DAYS, TERMS Upon acceptance of North Richland Hill
FEDERAL, STATE AND LOCAL TAXES ARE NOT INCLUDED.
TITLE Sales Representative
I EMERGENCY EQUIPMENT SPECIALIST
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CITY OF NORTH RICHLAND HILLS
PURCHASING DEPARTMENT
NORTH RICHLAND HILLS, TEXAS
,l.
'tar of the Metroplex
I~ INVITATION TO BID AND BID QUOTATION FORM
"
VENDOR'S NAME AND ADDRESS SHOW THIS INFORMATION ON ENVELOPE:
II Request For: Custom Pumper - Fire Truck
Riggs Equipment Bid Opening Date:
P.O. Box 1499 10~OO a.m. Januarv 9. 1987
II Forney, Texas 75126 Date:
Requisition No.
Sealed bids will be received until 10:00 a.m. January 9, 1987
City of North Richland Hills, P. O. Box 18609
II'TEM North Richland Hills, Texas 76118
ATTN: Jeanette Rewis Phone: 281-0041
DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
II - ~ PUmDer - Fire Truck I
II Per Specifications attached ~
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II SUB-TOTAL
ALL BIDS MUST BE EXTENDED AND TOTALED BEFORE BEING CONSIDERED. TOTAL BID ~
.ERMS Net Du~ Upon A1fAe.,IS~r_'òSf. CITY OF NORTH
ICHLAND HILLS: DELIVERY IN 120 DAYS FROM
~CEIPT OF ORDER. The City of North Richland Hills Purchas-
~ePt. reserves the right to reject any or all bids, waive formali-
r to award purchases on an individual item basis when in its
st interests. ALL SALES AND USE TAXES TO BE EXCLUD-
D FROM BID. PRICES TO BE QUOTED F.O.B. CITY OF
NORTH RICHLAND HILLS, TEXAS.
I
IN SUBMITTING THI~ BID, VENDOR AGREES THAT AC-
CEPTANCE OF ANY OR ALL QUOTATIONS BY THE PUR-
CHASING DEPARTMENT OF THE CITY OF NORTH RICH-
LAND HILLS WITHIN A REASONABLE PERIOD CONSI-
TUTES A BINDING CONTRACT.
C~På~~ Ri~s First Line Equipment
BY;'-~, ~~>.~,
PHONE NIIMRI=R- 214-552-9030
SIGNATU~~_1 J '..f?--;<J~ DATE: .Jan. 6-R7
THIS IS NOT A PURCHASE ORDER
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1986
FIRE TRUCK
SPECIFICATIONS
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City of j\(ðrth Richland Hills, Texas
BURM: 0074-86
TO: Prospective Bidders
FROM: Purchasing Agent
A pre-bid conf~r~nce will be conducted at City Hall, City of
North Richland Hills at 10:00 a.m. t December 19t 1986. All
bids must be submitted by 10:00 a.m.t January 9, 1987.
In addition, please note the performance bond and bid bond
requirements in the general conditions section of the bid package.
tf-wflj~
hn H. Whitney
Director Support Services
(817) 281·0041/1301 N.E. LOOP 820/P.O. BOX 18609/NORTH RICHLAND HilLS. TX 76118
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City of J(ðrth Richland Hills, Texas
November 25» 1986
PURL: 0113-86
~./ -......
Attention Bidders:
Corrections and deletion from" General Conditions (Vehicle Bid)"
section of package .
Paragraph (1) A " standard production model " should read a "custom
production model."
Paragraph (1) "for standard stock models" should read "for custom models."
Paragraph (7) This paragraph does not apply to fire apparatus.
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(817) 281-0041/7301 N.E. LOOP a20/p.O. BOX 18609/NORTH RICHlAND HILLS, TX 76118
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GENERAL CONDITIONS
PROPOSAL REQUIREMENTS AND CONDITIONS
In submitting his bid, the proposer understands and agrees to be bound by the
following terms and conditions:
1.
WITHDRAWING PROPOSALS
Proposals deposited with the City of North Richland Hills cannot
be withdrawn prior to the time set for opening proposals. Request for
nonconsideration of proposals must be made in writing to the Purchasing Agent
and received by the City of North Richland Hills prior to the time set for
opening proposals. After other proposals are opened and publicly read,
the proposal for which nonconsideration is properly requested may be returned
unopened. The proposal may not be withdrawn after the bids have been opened,
and the bidder, in submitting the same, warrants and guarantees that his
bid has been carefully reviewed and checked and that it is in all things
true and accurate and free of mistakes and that such bid will not and cannot
be withdrawn because of any mistake committed by the bidder.
2.
CONSIDERATION OF PROPOSALS
3.
After proposals are opened and publicly read aloud, the proposals
will be tabulated for comparison on the basis of the bid prices and quantities
shown in the proposal. Until final award of the contract, the City of North
Richland Hills reserves the right to reject any or all proposals, to waive
technicalities, and to readvertise for new proposals, or proceed to do the
work otherwise in the best interests of the City of North Richland Hills.
IRREGULAR PROPOSALS
Proposals will be considered irregular if they show any omissions,
~lterations of form, additions, or condit~o~s not called for, unauthorized
alternate bids, or irregularities of any kind. However, the City of North
Richland Hills reserves the right to waive any irregularities and to make
the aW<Jr.d in the best ir.t..=â"ø,:stn o~ the City of North Richland Hills.
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4.
REJECTION OF PROPOSALS
The City of North Richland Hills reserves the right to reject any
or all proposals, and all proposals submitted are subject to this reservation.
Proposals may be rejected, among other reasons, for any of the fOllowing
specific reasons:
(a) Proposal received after the time limit for receiving proposals as
stated in the advertisement.
(b) Proposal containing any irregularities.
(c) Unbalanced value of any items.
(d) tihere the bidder, any sub-contractor or suPPlier. is in litigation
with the City of North Richland Hills, or where such litigation is
contemplated or imminent, in the sole opinion of said City.
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5. DISQUALIFICATION OF -BIDDERS
Bidders may be disqualified and their proposals not considered,
among other reasons, for any of the following specific reasons:
(a) Reason for believing collusion exists among the bidders.
(b) Reasonable grounds for believing that any bidder is interested in
more than one proposal for the work contemplated.
(c) Where the bidder, any sub-contractor or supplier, is in litigation
with the City of North Richland Hills, or where such litigation is
contemplated or imminent, in the sole opinion of said City.
(d) The bidder being in arrears on any existing contract or having
defaulted on a previous contract.
(e) Lack of competency as revealed by a financial statement, experience
and equipment, questionnaires, etc.
(f) Uncompleted work which in the judgment of the City of North Richland
Hills will prevent or hinder the prompt completion of additional work
if awarded.
6 · AWARD OF CONTRACT
Award of contract, if it be awarded, will be made by the City of
North Richland Hills to the lowest responsible bidder meeting the
requirements of the City of North Richland Hills, and will be made within
sixty (60) days after the opening of the proposal, but not before said
City's next monthly meeting. No award will be made until after investigations
are made as to the responsibilities of the low bidders.
7. ASSIGNMENT
The successful bidder may not assign his rights and duties under
an award without the written consent of the City of North Richland Hills
City Manager. Such consent shall not relieve the assignor of liability
in the event of default by his assignee.
8. NOTICE OF DELAYS
Whenever the vendor encounters any difficulty which is delaying
or threateüs to delay timely performance (including actual or potential
labor disputes), the vendor shall immediately give notice thereof in
writing to the Purchasing Agent, stating all relevant information with
respect thereto. Such notice shall not in any way constitute a basis for
an extension of the delivery or performance schedule or be construed as a
waiver by the City of North Richland Hills of any rights or remedies to which
it is entitled by law or pursuant to provisions herein. Failure to give
such notice, however, may be grounds for denial of any request for an
extension of the delivery or performance schedule because of such delay.
9. BRAND NAME OR EQUAL
(This clause is applicable only when a "brand name or equal" purchase
;
description is included in an invitation for bids. As used in this clause,
the term "brand name" includes identification of products by make and model.)
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(a) If items for which bids have been called for have been identified by
a "brand name or equal" description, such identification is intended
to be descriptive, but not restrictive, and is to indicate the quality
and characteristics of products that will be satisfactory. Bids offering
"equal" products will be considered for award if such products are
clearly identified in the bids and are determined by the Purchasing Agent
to be equal in all material respects to the brand name products
referenced.
(b) Unless the bidder clearly indicates in his bid that he is offering an
"equal" product, his bid shall be considered as offering a brand name
product referenced in the Invitation for Bids.
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GENERAL CONDITIONS
VEHICLE BID
1. Vehicles other than new models will not be considered as responsive
to the specifications. It is the intention of the City of North Richland
Hills to purchase based on the specifications. a standard production
model. In addition to the equipment set out in the specifications. the
units shall include all equipment set out in the manufacturer's literature
as standard equipment. They shall include all exterior moldings, name
plates. medallions. series indentifications. and chrome of every
description that is usual for standard stock models of this series.
2. The specifications are intended to govern. in general. the size and type
of vehicles desired and are minimum requirements. Variations from these
specifications must be outlined on a separate document noting the item
number and fully explaining the exceptions. ~ Cit~ of North Richland
Hills reserves !h! right ~ evaluate variations ~ ~ seecifications
and its ud ent i such matters shall be conclusive.
Vendor-Initial
3. The units shall be completely assembled, lubricated. adjusted. with all
equipment including standard and extra equipment installed. and the units
made ready for continuous operation with a full tank of fuel.
4. The bidder shall attach hereto. as part of this bid. regularly printed
literature published by the factory. which sets forth and describes the
vehicles he proposes to furnish.
5. The successful bidder shall furnish a manufacturer's Certificate of origin
and Parts Manual with delivery of each unit.
6. tor bids on more than one unit of equipment. the City of North
Richland Hills reserves the right to make multiple purchases from more
than one bidder if it deems such action to be in its best interest.
7. All equipment covered by this bid shall be delivered from point of
assembly to the City of North Richland Hills area by railway freight or
conveyed by truck. Equipment shall ~ be driven or towed in whole or
part. Each invoice request for payment shall be accompanied by an
affidavit in which shall be set out that the equipment covered by this
invoice has not been driven or towed in whole or part from point of
manufacturer to the City of North Richland Hills area. Vehicles may be
driven from dealer's service center to the City of North Richland Hills
provided the distance from the service center to the City does not exceed
one hundred (100) milés.
8. Warranty fo~ parts and labor must be described and included in this bid.
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City of JX.órth Richlhnd Hills, Texas
November 25, 1986
PURL: 0112-86
NOTICE TO BIDDERS
All bidders are required to submit the bid bond, the amount
equal to ten percent (10%) of the total amount of the bid.
The performance bond is for reference only at this time.
The award winner will be required to post the performance bond.
Sealed bids will be opened at 10:00 a.m.. January 9. 1987 in the
City Council Chambers at 7301 N.E. loop 820. North Richland Hills.
All bidders are welcome.
Services
JHW;cr
(817) 281·0041/7301 N.E. LOOP 820/P.O. BOX 18609/NORTH RICHLAND HILLS, TX 76118
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BID BOND
..sEE ATTATCHMENT OF BID ON FRONT FOLDER]
KNOW ALL MEN BY THESE PRESENTS:
That
of
as Principal, and
a
unto
Corporation. as Surety. are held and firmly bound
as Obligee, in the full and
just sum of Dollars. lawful
money of the United States.. for the payment of which sum. well and truly be
made. we bind ourselves. our heirs. executors. administrators. successors and
assigns. jointly and severally. firmly by these presents.
WHEREAS. the said Principal is herewith submitting its proposal
THE CONDITION OF THIS OBLIGATION'is such'that if the aforesaid Principal
shall be awarded the contract the Principal will. within the time required.
enter into a formal contract and give a good and sufficient bond to secure the
performance of the terms and conditions of the contract. 'then this obligation
to be void; otherwise the Principal and Surety will pay unto the Obligee the
difference in money between the amount of the bid of the said Principal and
the amount for which the Obligee legally contracts with another party to
perform the work if the latter amount be in excess of the former. but in no
event shall liability hereunder exceed the penal sum hereof.
NEITHER the Principal or Surety are obligated under the terms and conditions
of the bond unless funds are dedicated for the project and set aside in a
manner satisfactory to both the Principal and the Surety.
Signed, sealed and delivered
(Principal)
_(Se~,!l
ATTEST:
BY
BY
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Witness
BY
(Surety)
(Seal)
AttorneY-in-fact
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PERFORMANCE BOND
STATE OF TEXAS
COUNTY OF
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KNOW ALL MEN BY THESE PRESENTS: That
of the City of
, and State of
Coùnty of
principal, and
authorized under the laws of the State of Texas to act as surety on bonds for
principals, are held and firmly bound unto (Owner),
in the penal sum of
, as
Dollars ( ) '.
for the payment whereof, the said Principal and Surety bind themselves, and their
heirs, administrators, executors, successors and assigns, jointly and severally,
by these presents:
.......
WHEREAS, the Principal hàs entered into a certain written contract with
the Owner, dated the day of , 19___, to
which contract is hereby referred to and made a part hereof as fully and to the
same extent as if copied at· length herein.
NOW, THEREFORE, THE CONDITION OF 11:IIS OBLIGATION IS suœ, that if the
said Principal shall faithfullý perform said Contract and shall in all respects
duly and faithfully observe and perform all and singular the covenants, conditions
and agreements in-and by said contract .agreed and covenanted by the Principal to
be observed and performed, and according to the true intent and meaning of said
Contract and the Plans and Specifications hereto annexed, then this obligation
shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions
of Article 5160 of the Revised Civil Statutes of Texas as amended and all
liabilities on this bond shall be determined in accordance with the provisions of
said Article to the same extent as if it were copied at length herein.
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Surety, for value received, stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the contract, or to
the work performed thereunder, or the plans, specifications, or drawings
accompanying the same, shall in anywise affect its obligation on this bond,
and it does hereby waive notice of any such change, extension of time, alteration
or addition to the terms of the contract, or to the work to be perf~rmed thereunder.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed
this instrument this
day of
l~.
Principal
Surety
By
Title
Title
Address
Address
The name and address of the Resident Agent of Surety is:
-
***********************************************************************************
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J having executed Bonds for
Signature of Attorney-In-Fact for Surety
do hereby affirm
Name of Surety
I have verified'that said Surety is now certified with Authority from the
Secretary of the Treasury of the State of Texas, and further, said Surety
is in no way limited or restricted from furnishing Bond in the State of Texas
for the amount and under conditions stated herein.
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SPECIFICATIONS
Class "A" Triple Combination Pumper
\iHEELBASE
Approximately 178 inches.
GROSS ~.vEIGHT
Approximately 35,800 Ibs.
O"~ERALL LENGTH
29 Feet 8 inches.
FRA1-Œ
The frame shall be constructed from channel frame rails,
fabricated crossmernbers and shall be bolted together using
Grade 8 hardware. The frame shall use a minimum of five
crossmernbers made from 1/4 and 3/8 inch thick steel.
Each frame rail shall have the following minimum
specifications:
Dimensions:
Material:
10-1/4 in. X 3-1/2 in. X 3/8 in.
110,000 PSI minimum yield, carbon manganese
heat treated steel.
Section Modulus: 17.72 cu. in.
RBM: 1,949,264 in. Ibs.
BUMPER
The ~Tehicle shall be equipped with a one piece 12 inch high
bumper, maae frolù 10 gauge polished stainless steel_ The
bumper shall have three ribs and two rubber impact strips.
Two holes shall be punched in the bumper to allow the
capability of mounting air horns or speakers recessed behind
the bumper. n
F'UEL TANK
The fuel tank shall be of an all welded steel construction
and shall be baffled to prevent surging. The tank shall
have a usable draw of 50 gallons and shall be vented. It
shall be equipped with a bottom drain. Two .109 X 1 3/4 inch
straps made from hot rolled steel shall be utilized to mount
the tank to the frame. Two 1/8 inch X 1 inch steel wear
plate~ shall be utilized where the tank and frame make contact.
FRONT Þ.XLE
The vehicle shall utilize a Rockwell FG-94l front axle with
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a capacity of 14,600 Ibs. It shall have "easy steer"
knuckle pin bushings and shall be equipped with 16 1/2 in. X
6 inch. S-Cam brakes and 69 inch kingpin centers. The
vehicle will utilize a Sheppard 492 power steering gear.
The suspension shall use a constant rate spring assembly
with casted spring hangers and shackles made of nodular
iron. The spring shall have (11) 4 in. X .447 in~- leaves
and (1) 4 in. X .499 in. leaf. They shall be made of 5160H
steel. Springs shall be semi-elliptical in design and
utiLi_ze heavy duty double acting hydraulic shock absorbers
with a 1 3/4 inch bore.
REAR AXLE
The vehicle shall utilize a Rockwell R-110 24,000 Ibs.
capacity single rear axle with single reduction hypoid
gearing and 16 1/2 in. X .7 in. earn type brakes.
The rear suspension shall use a constant rate spring
asembly with casted spring hangers and shackles made of
nodular iron. The suspension shall have (9) 4 in.X:558
inch leaves made of 5l60H steel, semi-elliptical in design.
AIR BRAKES WITH DRYER
The air system shall utilize two 1738 cu. in. reservoirs
with manual drains. A 1115 cu. in. Anchorlok heated air
dryer shall be included and shall act as a quick build-up
reservoir for the system. A 150 PSI safety valve shall be
Qtilized in the system. Air pressure shall build-up to 70
lbs. within 20 seconds for apparatus response. Spring
actuated emergency/parking brakes shall be installed on the
rear axle.
12 CFM AIR COMPRESSOR
The air compressor shall have a minimum capacity of 12 CFM
and be direct driven by the engine (no belts). A compressor
governor shall be utilized to maintain proper system
pressure.
ENGINE 6-71T-275 BHP
The vehicl~ shall be equipped with a Detroit Diesel 6-71T
2 cycle turbocharged diesel engine 426 cubic inch displacement,
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275 gross BHP at 2100 RPM and a gross torque of 801 lb. ft.
at 1200 RPM. The bore shall be 4.25, the stoke 5 and the
compression ratio shall be 17:1. The engine lubrication
system shall have a minimum capacity, to include filter, of
30 quarts. The vehicle shall utilize a Delco 40MT 12 volt
starter, and Farr 1000 CFM single stage air cleaner.
The cooling system shall have a minimum capacity of 53
quarts and a 27.63 inch X 43.38 inch X 3.4 inch core. The
core shall have 11 fins per inch and shall have brass tubes,
copper fins, and bolted steel top and bottom tanks.
EMERGENCY SHUT-DOWN TURBO
An air intake flapper valve shall be mounted between the
engine turbochargp intake and the air cleaner. The valve
shall be electrically activated from the cab and shall
provide for emergency engine shut-down. The system must be
manually reset after shu~-down.
GOVERNOR
The engine shall be equipped with a limiting speed governor
that shall control engine idle and maximum engine speed.
TRANSMISSION MT647 4 SPEED-AUTO~ATIC
The vehicle shall utilize an Allison MT-647 4 speed
automatic transmission. It shall have a net input torque
rating of 780 lb. ft. and an input power rating of 300 HP.
~he gear ratios shall be as follows:
1 - 3.583
2 - 2.093
3 - 1.387
4 - 1.000
R - 5.674
~,
It shall have a lubricant capacity of 17.5 quarts, and a
ternperture gauge with warning light and buzzer shall De
mounted in the cab. The vehicle shall utilize U-joints c:í
sufficient size to allow full transmitted torque to the
axle(s). Propeller shafts shall be axially straight:
concentric with axis and balanced.
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PADDED DOOR PANELS
Cab door panels shall be padded and covered with 2 in.
channel marine vinyl. It shall have 2 oz. wadding and 1/4
in. foam padding. The backing will be spun woven polyester.
Color shall be red.
CANOPY HEADLINER
The canopy area headliner shall be padded and covered with 2
in. channel marine vinyl. The covering shall have 2 oz.
wadding and 1/4 in. foam padding. The backing will be spun
woven polyester. Color shall be red.
PADDED DASH
The cab dash shall be paqded and covered with 2 in. channel
marine vinyl. It shall have 2 oz. wadding and 1/4 in. foam
padding. The backing will be spun woven polyester. Color
shall be red.
PADDED FIREWALL
The cab firewall shall be padded and covered with 2 in.
channel marine vinyl. It shall have 2 oz. wadding anà 1/4
in. foam padding. The backing will be spun woven polyester.
Color shall be red.
STAINLESS STEEL TRIM
The cab shall have #4 satin finish stainless steel trim at
the bottom of the doors, the door handles, lower front
cab c0~ners, rtnd behind the wheel well openings.
AIR RIDE SEAT
The driver's seat shall be7~ Bostrum air suspension seat,
having dimensions in accordance with SAE J833. The seat
shall have back angle, fore-and-aft slide, and weight
adj\1stments. Color shall be red.
CONTOURED C~~B - 94" WIDE
The vehicíe shall have an all welded cab forward made from
3/16 in. aluminum. Aluminum extrusions will be an integral
part of the cab and will provide a path where water and
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agent can be easily flushed from the vehicle. Cab shall seat
a crew of six. A 52 in. X 21 in. forward bench seat shall be
provided and two rear jump seat bottoms that shall be 18 in.
X 18 in. Seat belts shall be installed for all crew members.
The driver's seat belt shall be retractable.
The cab shall be contoured, each corner having a 9 in. O.D.
radius. Cast aluminum roof corner joints welded to aluminum
extrusions shall be used to ensure structural integrity.
A full width, removable 3/16 in. diamond plate aluminum
canopy cover shall be provided.
The cab floor shall be aluminum treadplate.
The cab doors shall be made of an outer 3/16 in. X 67 in~ X
36 in., aluminum panel and an inner ABS plastic panel with
an inside grab handle and flush paddle latches. Single
piece stainless steel foor hinges shall be used. All windows
shall be tinted and free of imperfections. From the
driver's seat, the windows will provide visibility as
follows:
Above Horizon
Below Horizon
15 degrees
30 degrees
The windshield shall be a 1/4 in. curved, tinted two piece,
laminated safety glass with a minimum viewing area of 2900
sq. in. Total cab window area shall be 6700 sq. in.
Padded sun visors shall be provided. Color shall be red.
The cab shall be independently mounted from the body and
chassis on six fixed rubber mOllnting points to reduce cab
vibration and allow necessaLY ¡lexiL¡l~t1.
Electric windshield wiper and washer system shall be utilized
with a one gallon reservoir~ Two wet arm wipers shall be
used. '
A 57,600 BTU heater and defroster with necessary controls
shall be mounted in the cab.
Interior cab lighting shall include; two step lights, two
individually switched lights in cab compartment, and two
individually switched lights in canopy compartment.
Stainless steel rear view mirrors will be mounted on each
side of the cab and shall have a glass area of over 96.68
I
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sq. in. each. A wide angle (convex) mirror, 36 sq. in.
shall be mounted on each side of the cab below the rear view
mirrors.
Air intakes with polished stainless steel grills and
approximately 148 sq. in. of effective area shall be located
on each side of the cab.
The cab forward headliner shall be padded, ribbed and marine
vinyl covered. Color shall be red~ ABS panels shall cover
all overhead wiring. All instrument panels shall be wood-
grain laminate. No self-tapping screws will be used in the
cab.
GROVER 24" AIR HOR~J (FIRST)
A 24 in. Grover stuttertone air horn shall be mounted in the
front bumper and connected to the chassis air system. The
horn will be electric over air activated using one (1) foot
operated switches mounted in cab floor, accessible to
driver.
GROVER 24" AIR HORN (SECOND)
A second 24 in. Grover stuttertone air horn shall be mounted
in the front bumper and connected to the chassis air system.
It shall be activated by the same control as the first air
horn.
CAB PADDING
The cab headliner and side posts behind the door area shall
be padded and covered with 2 in. channel red marine vinyl.
It shall have 2 oz. wadding and 1/4 in. foam padding. The
backing will be spun woven pclyester.
CAB WINDOWS
Manually controlled sliding windows shall be supplied in
cab doors. Standard push-out type vent windows shall be
installed in front of the-sliding windows.
ALTERNATOR l60A 12V LN 2824JV
The alternãtor shall be a 160 amp Leece Neville, mimimum 125
amp output at idle, with rectifier. The unit shall be self
load limiting and shall have an adjustable, built-in solid
state voltage regulator.
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SPOTLIGHTS (2)
Two Unity, six in. sealed beam spotlights shall be mounted
on the front left and right cab corners. The s~otlights
shall be 30 watts and shall rotate on their axis. The
spotlights shall have remote hand controls located inside
the cab.
ELECTRIC SYSTEM CHASSIS
The vehicle shall utilize two heavy-duty, 12-volt batteries
each having 1115 CCA and 445 minutes reserve capacity.
Battery charging from the alternator shall be controlled by
a cab mounted battery isolator. All wiring shall be mounted
in the frame and protected from water and heat. The wiring
harness shall conform to SAE J-ll28. Wiring shall be color
coded and individually labeled every three in. on the
insulation. Radio suppression shall be sufficient to allow
radio equipment operation without interference. All lugs
shall be crimp type with heat shrink tubing. All wires shall
be crimp type with insulated shanks.
Cab controls shall include; Cole Hersee t1-705 battery
selector switch, 2 starter buttons, shut-down switch and
ignition light. All instrumentation shall be back lighted
and where applicable shall be dual reading -- English and
Metric. Instrumentation shall include; electonic tachometer
with hourmeter, electronic speedometer with odometer, dual
air gauge with warning lights and buzzer, oil pressure and
water temperature gauges with warning lights and buzzer,
yoltmeter, fuel gauge, air restriction gauge, high beam
indicator, self-canceling turn signal with indicators and
hazard switch. All gauges shall be marine grade/waterproof
with black bezels. An automatic thermal reset master
cjr~~it breaker compatible with the alternator size shall
be provided. The master light switch shall have an automatic
thermal reset 80 amp breaker. Five remote automatic reset
circuit breakers shall be used for cab spots, cab heater,
master lights, cab power and ignition. All rocker type dash
switches shall have integral.breakers and pilot lights.
Ten lighted accessory switches with integral circuit breakers
shall be provided in the overhead panel.
All dash panel and relay boards shall be sub-assemblies to
facilitate maintenance. Solid state equipment shall be
utilized wherever possible.
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MASTER WARNING LIGHT SWITC£
A single cab mounted switch shall activate all body mounted
warning lights to include strobes, beacons, and lights in
all compartments.
t1ANUALS (2 SETS)
Two operator anà service ~anuals, and two parts lists shall
be provided with each truck.
Service manual instructions shall include service, main-
tenance and troUbleshooting for major and minor components
of the chassis. A table of contents, wiring and air schematics
shall be included. Parts lists shall include descrip~icn,
part numbers and quantities of all major, and minor compQnents.
TIRE F 11.00R20-8.0 14400 LBS 2
The front tires shall be ~1ichelin steel belted 11.00R20 XZA
tube type 16PR-H radial tires mounted on 20 X 8.0 disc
wheels. The tire shall have the following characteristics:
, ..
Loaded Radius
Overall Diameter
Ove:r;a~l, WidtJ:1 _
Capacity Per·Axie
.... ..
19.8 in.
42.5 in.
~. .1..1.,. 5, in.. . .
1'4,400 Ibs.
~ll wheels and tires shall conform to the Tire and Rim
Association requirements.
TIRE RS li.úùR2û-ô.0 25440 LBS 4
The rear tires shall be Michelin steel belted 11.OOR20 XZA
tube type 16PR-H radial tires mounted on 20 X 8.0 disc
~eels. The tire shall hav~ the following characteristics:
Loaded Radius
Overall Diameter
Overall Width
Capacity Per Axle
19.8 in.
42.5 in.
11.5 in.
25,440 Ibs.
All wheels and tires shall conform to the Tire and Rim
Association requirements.
WHEELS
Ten (10) Hole Disk Type Alcoa polished aluminum with hub caps.
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EXTENDED FRONT BUMPER
Front bumper and frame shall be extended forming a cab
service walkway. The walk\-lay surface shall be 1/8" aluminum
diamond plate and each side of the walkway shall be boxed in
\vi th 1/8" al uminum diamond plate. Chassis frame extension
shall be constructed from 1/4" steel plate formed into a "C"
channel and attached directly to the chassis frame.
FRONT TOW HOOKS
Two heavy duty chromed front tow hooks bolted securely to
the frame shall be provided.
ENGINE COVER
Custom engine cover shall be constructed of 1/8" aluminum
diamond plate and have tW9 swing up access doors, one on
each side, equipped with stainless steel door springs and
stainless steel O-Ring type latches. 1-1/2" X 4" aluminum
extrusions will provide structural support and are attached
directly to the cab canopy area. Engine cover shall have a
'1/2" thick noi·se·'barrier on i·risid'e surfaces to··'·reduce· enginè
noise.
TRANSMISSION LOCK-UP
The automatic transmission shall be equipped with a power
lock-up device. The transmission lock-up shall prevent down
shifting of transmission when engine speed is d~creased
during pump operations, thereby maintaining a constant gear
ratio. . Transmission lock-up shall be solenoid controlleà
type, automatically activated when placing pump in gear.
Transmission lock-up shall be automatically deactivated when
disengaginç PumF 1(."1- r~\'rmal road operation.
E,XHAUST
.,
The chassis exhaust pipe shåll be extended to the front of
the right rear wheel. A heat shield shall also be provided
to protect the body ·and compartments from excessive heat. The
exhaust pipe shall have a chrome turn down on the end v
CANOPY HANDRAIL (PAIR)
t
Canopy handrail consisting of one 1-1/4" 0.0. stainless
steel 24 inches long tube at the sides, at the rear of
the canopy extension. The handrail is mounted with chrome
two end stanchions, one each side rear canopy.
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CAB DOOR ASSIST HANDRAILS (PAIR)
Cab door assist handrails shall consist of one 18" stainless
steel tube, 1-1/4" 0.0., with cllrome stanchions on each end.
They are to be mounted directly behind the door opening, one
each side of the cab.
FRONT MUDFLAPS
Mudflaps shall be black hard rubber installed on the rear of
the cab front fenders.
REAR MUDFLAPS
Mudflaps shall be black hard rubber installed on the rear of
the body wheel wells.
REAR TOW EYES (PAIR)
Rear tow eyes shall consist of two 3/4" thick, heavy duty,
steel tow eyes securely attached to the inside of the truck
frame. Access to the tow eyes shall be above the rear tail-
board.
TRANSMISSION QUADRANT LOCK
Automatic transmission gearshift lock shall consist of a
~tainless steel knuckle hinge that will lock the trans-
mission shifter in proper gear during pump operations.
ENGINE RUN LIGHT
An engine run light shall be located un Lhe
wired into the chassis ignition.
Cå.~
.. - .....;...
u(..&.w~~
~nd
...
APPARATUS BODY
The apparatus body shall be entirely constructed of
alœninum. The complete body framework shall be completely
constructed from 6061T5, 616lT6, 6063T6, and 6063TS aluminum
alloy extrusions. To form the framework, these extrusions
are beveled and electrically seam welded both internally and
externally tat each joint using 5356 aluminum alloy welding
PA.GE 10
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wire. Each body corner shall be a 5" X 5" hollow aluminum
6063TS alloy extruded corner section with 1/8" (.125) wall
thickness and shall be welded as an intergral part of the
framework. These corner extrusions shall have a 1-1/2" (1.5)
outside radius and a full length 1/8" (.125) internal
extruded gusset. The horizontal frame member extrusions
shall be 1-1/2" (1.5) X 4" aluminum 6063T6 alloy with 3/16"
(.1875) wall thickness and 3/16" (.1875) outside corner
radius. The frame cross member extrusions shall be 3" X 3"
aluminum 6061T6 alloy with 3/8" (.375) wall thickness. These
cross members shall extend the full width of the body to
support the compartments. The cross members shall be welded
to a solid aluminum 6061T5 alloy frame sill extrusion that
is 1-3/16" X 2 II and is s11apeà in contour \-li th the chassis
frame rails. The wheel well frame shall be constructed from
1-1/2" (1.5) X 4" aluminum 6063T5 alloy extrusions slotted
the full length to permit an internal fit of 1/8" (.125)
fire apparatus quality aluminum tread brite. All of the
smooth aluminum plate and· fire apparatus quality tread brite
used in body construction shall be aluminum 3003 H-14 alloy.
All horizontal surfaces, rear steps, running boards,
walkways, and the rear body surface shall be welded aluminum
fire apparatus quality tread brite. The running boards on
both sides, immediately below pump intakes shall be so
constructed as to form suction hose trays. Trays are to
be an intergral part of the running boards and must be
capable of holding 20 ft. of 5" hose on both sides. A hold
. down safety device is to be included for each side. Device
is to be functional in design.
Slanted beavertails shall be provided at the rear of the
Dody. These beavertails shall be a part of the body frame-
work and shall be designed to give added support to the
rear step. The rear step shall be welded to the beavertails
from the underside of the body so that there are no exposed
welds between the beavertails and the rea= step. The
beavertails shall be constructeà on 3" X 3" aluminum 6061T6
alloy extrusions with 1/4" (.25) radius corners and 3/16"
l·~ 1875) wall thickness. Beavertails shall have built in
recessed steps constructed 6~t. 1/2" (. 5) X 3" aluminum 6061TS
alloy flat bars that are welded in between the 3" X 3"
aluminum extrusions.
The body shall have a heavy ribbed aluminum rub rail along
each side of the compartments and the rear step. The rub
rails shall be constructed of 1-1/4" (3.25) X 1/2" (.5)
aluminum 6063TS alloy ribbed extrusions.
,The hose bed body shall consist of 3/16" (.1875) aluminum
3003 H-14 alloy smooth plate welded to the extruded
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framework \-li th a 3" X 3" extrusion welded to the top to
match the lower body rub rails. This extrusion shall have
1/4" (.25) radius rounded corners and a 1/8" (.125) wall
thickness. The hose bed compartment deck shall be entirely
constructed from maintenance free 3/4" X 7-1/2" hollow
aluminum extrusions welded into a one piece grid. The hose
bed extrusions shall have a radiused ribbed tOD surface that
is completely anodized. The hose· bed shall be Îocated
directly above the booster tank and shall be completely
removable for access to booster tank.
Hose bed must ,be capable of loading a total of 1000 ft.
on 5-inch hose, 1000 ft. of 3-inch 110se and 400 ft. of
1 l/2-inch hose.
All body compartments shall be constructed from 1/8" (.125)
formed aluminum 3003 H-14 alloy smooth plate. All com-
partment floors shall be constructed of aluminum fire
apparatus quality tread brite welded in place. All com-
partment seams shall be sealed by using a permanent
pliable silicone caulking. The compartments shall be
machine louvered for adequate ventilation. The external
compartment tops shall be constructed from 1/8" (.125) fire
apparatus quality tread brite and shall be formed outward
to deflect water.
Compartment doors shall be constructed entirely from
aluminum 3003 H-14 alloy smooth plate using a box pan
configuration. The outer door plate shall be constructed
.from 3/16" (.1875) aluminum plate and the inner pans shall
have a 95 degree bend to form an internal drip rail. A 1/4"
(.25) drain hole shall be installed in the lower corners of
the inside door pans for drainage. Doors shall be fully
ga~k~ted with closed cell neoprene sponge. The gasket shall
have a dr1p rail shape to carry off water. The compartment
doors shall have double catching two point safety slam
latches Eberhard #206 or equal, recessed inside the double
door pan. Latches shall meet strength requirements for
passenger doors as specified in Federal Motor Vehicle Safetv
Standard f,206. Door handles shall be heavy duty stainless
steel Hansen flush mounted D-ring handles. The D-rings shall
have a slight break to facilitate easy access while using
gloves. The doors shall be securely attached to the
apparatus body with full length stainless steel piano
type hinges. All vertically hinged doors shall have a
Clevelanœ door hOld-open device.
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The rear compartment doors shall be constructed of 1/8"
(.125) aluminum fire apparatus quality tread brite with
the inner door pans being constructed of smooth aluminum
plate.
The complete apparatus body structure shall be free from
nuts, bolts, and other fasteners. Upon completion of the
weldrnent, the body shall be completely sanded and deburred
for the removal of all sharp edqes.
Left and right side pump panels shall be 38-1/2" wide X 52 S!
high and shall be constructed of 14 gauge stainless 'steel
with a brushed satin non-glare finish for lasting appearance
and ease of maintenance. The operators controls and gauges_
shall be located at the forward portion of the body on the
left side pump panel. Both pump panels shall be com~letely
removable.
The apparatus body shall be fastened to the chassis with
5/8" (.625) OD steel U-bolts. 5/16" X 2" fiber reinforced
rubber shall be used to keep the body frame sills contact
with the chassis frame rails.
COMPARTMENTATION
The compartments shall have a minimum of 85.5 cubic feet of
total usable storage space. This area shall be divided into
compartments as follows:
FRONT:
There shall be one transverse compartment
ahead of the pump panel with one vertically
hinged door on each side. The compartment
shall be approximately 17" wide X 30" 11igh
X 7011 across and shall contain 20.5 cubic
fê~t of storage. The door opening shall be
1711 wide X 4711 high.
The inner panel of transverse compartment
shall also have two pump access doors that
are 2111 wide"X 31" high to facilitate rapid
service access to piping, valves, p~p and
instrumentation.
There shall be one tool compartment below
the transverse com~artment on each side. Each
compartment s11all be 17" wide X 14" l1igh X
20" deep and contain 2.5 cubic feet of storage.
There shall be one battery compartment on
each side at the canopy entrance ,area with a
lift-up tread brite cover. Each compartment
shall be approximately 24 II long X 12 II \-lide
X 11" deep and contain 2.0 cubic feet of
storage. The compartment opening s11al1 be 24 II
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long X 12 II \vide.
LEFT SIDE:
There shall be one compartment ahead of the
rear wheels with a vertically hinged single
door. The compartment shall be a~proximately
23" wide X 27" high X 20" deep and contain
7.0 cubic feet of storage. The door opening
shall be 23" wide X 27" high.
There shall be one· compartment behind the
rear wheels with vertically hinged double doors.
The compartment shall be approxiI!1ately 36"
wide X 27" high X 2111 deep and contain 12.0
cubic feet of storage. The door opening shall
be 34" wide X 27" high.
REAR:
There shall be one àouble door compartment at
the rear step between the beavertails. The
compartm~nt shall be approximately 48" wide
X 2711 high X 24" deep. The compartment shall
connect with the rear side compartments to
form a transverse compartment and contain 18.0
cubic feet of storage. The door opening shall
be 46" wide X 27" hiCJh.
RIGHT SIDE:
There shall be one compartment behind the rear
wheels with vertically hinged double doors. The
compartment shall. be approximately 36" wide X
27" high X 21" deep and contain 12.0 cubic feet
of storage. The door opening shall be 34" wide
X 27" high.
There', shall be one compartment ahead of the
rear wheels with a vertically hinged single
door. The compartment s11all be approximately
23" wide X 27 II l1igh X 20 II deep and contain 7. 0
cubic feet of storage. The door opening shall
be 23" wide X 27" high.
LEI"'r HIGH SIDE COÞ1PART1·ŒNTS
The apparatus body shall have high left side compartmentation.
The high side compartmentation shall consist of two (2)
compartments with horizontally hinged single lift-up doors
centrally located over the rear wheels. Each compartment
shall be approximately 54" \-¡ide X 29" high X 10" deep.
The high;side compartmentation shall increase the total
usable storage space of the apparatus body by ap~roximately
18 cubic feet. The door opening of each compartment shall
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be approximately 51" wide X 25" high. Doors to be held
open by gas filled pneumatic cylinders.
RIGHT BODY COMPARTMENTS
The apparatus body shall have a 3/4 right side compartment.
There shall be two (2) compartments with horizontally hinged
fold down doors centrally located over the rear wheels. Each
compartment shall be approximately 54" wide X 15" high X 10"
deep. These two compartments shall increase the total usable
storage space of the apparatus body by approximately 9.4
cubic feet. The door opening of each compartment shall be
approximately 51" wide X 11" high.
BOOSTER TANK
The booster tank shall be "T" shaped in configuration and
shall have a capacity of 500 gallons.
The booster tank shall be constructed of 1/4" (.25) aluminum
plate 3003 H-14 alloy. All water tank seams shall be both
internally and externally welded using 5356 aluminum alloy
welding wire.
The tank outlet shall be located in the sump, which is the
lowest portion of the tank. The tank to pump line shall be
a direct straight line to permit maximum water flow. Swash
partitions and baffles shall be installed as specified in
NFPA #1901. An antiwhirlpooling plate shall also be
installed.
"The tank lid shall be the removable type for inspection and
service. The lid shall be completely gasketed and fastened
to the outside flange of the water tank with 5/16" (.3125)
bolts and nuts spaced 4" apart around the complete outside
perimeter of the tank.
The tank shall have a 8-3/4" X 10-3/4" combination surge
tower, with manual fill and overflow located at the forward
left-hand side of the hose bed. The tank overflow shall be
4" in diameter and dump behind the rear wheels to permit
maximum traction. The surge tower shall have a hinged cover
with a removable expanded aluminum screen.
The tank shall be mounted on hard rubber cushions to prevent
metal to metal contact and to isolate tank from road shock
and vibration. Tank cushions shall be permanently mounted
to the body frame.
The internal surfaces, sides, and bottom of tank shall be
sandblasted to assure the adhesion of a heavy neoprene
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coating that shall be applied to protect the tank against
corrosion.
The booster tank shall be completely removable without
disturbing or dismounting the apparatus body structure.
No piping shall run thru tank, no exceptions.
BODY TRIM
The body trim package shall include the following:
Bright finish extruded aluminum drip rail shall be installed
over the compartment doors.
Two (2) stanchion castings shall be mounted at rear of the
apparatus above the hose bed, one on each side. The
stanchions shall be 12" long X 3-3/4" high ô.nd be chrome
plated die cast zinc. The stanchions shall have a cast
socket for a handrail. 'The handrail shall be 1-1/4"
diameter stainless steel and shall be installed between the
rear stanchions above the hose bed. All wiring for deck
lights and flashing lights shall be concealed inside the
stanchions for protection. The stanchions shall be easily
removable for access to wiring.
The body shall have polished aluminum corner castings
installed on all four corners. The castings shall be 5"
X 5" and 3" deep.
Two (2) 36" handrails constructed of 1-1/4" diameter
stainless steel with chrome end stanchions shall be installed,
one on each beaver tail.
The recessed steps on the inside of the beavertails shall be
covered ,with 1/8" aluminum tread brite to form a non-skid
surface.
There shall be a stainless steel scuff plate constructed of
14 gauge stainless steel installed on the top insides of the
rear beavertails. ·
Stainless steel protective coverings shall be installed at
corners of canopy-jump seat entry to protect corners from
accidental striking with air packs.
Four sturdy fold down steps shall be provided and mounted as
per Fire ~hiefs instructions.
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HOSE BED DIVIDER (3 EACH)
Hose bed divider shall be constructed of 1/4" smooth
aluminum plate with an extruded aluminum base welded to the
bottom. One end of the divider shall have a 3" radius
corner and the divider shall be sanded and deburred to pre-
vent damage to hose, each divider shall be adjustable.
DOOR HOLDER SPRING (1 EACH DOOR)
Cleveland style door holder springs shall be installed on
compartment doors.
SINGLE STAGE PUMP SYSTEM
Pump shall be a midship mounted Hale OSMF single stage
centrifugal pump. The entire pump body shall be cast iron
and shall be horizontally split in two sections. The lower
bearings shall be removable without disturbing piping or the
main pump body mounting. All moving parts in contact with
water shall be of high quality bronze or stainless steel.
The pump shaft shall be ground, heat treated stainless steel
deflection and whip. The pump impeller shall be hard, fine
grain bronze of the mixed flow design and shall be individ-
ually ground and hand balanced. Impeller clearance rings
shall be bronze and of wrap-around double design for maximum
efficiency. The pump shall have only one stuffing box
which houses packing lanterns and packing assembly located
on the inlet side of the pump with an external adustment.
It shall be of split design for the ease of repacking.
The outboard bearing built inside the main pump body
·completely eliminates the need for packing on the high
pressure side of the pump. The pump drive shaft shall be
ground, heat treated chrome nickel steel with a 2" X 10"
spline. A 3" clapper check valve shall be installed bet\veen
the suctiOl1 s~de 01: t1!z F'~np and the tank-to-pump val ve.
This 3" clapper valve shall eliminate the possibility of a
pressure surge expanding the water tank
The pump shall be equipped "wi th an automatic pressure
control device. A bronze variable pressure setting relief
valve shall be provided and shall be of ample capacity to
prevent an undue pressure rise as per NFPA pamphelt No.1901.
The relief valve shall be normally closed and shall open
against pump pressure, A relief valve control wheel and
indicator light shall be mounted on the operators pump
panel. The entire pump, both suction and discharge passages,
shall be hydrostatically tested to a pressure of 600 PSI.
Pl~mp system shall utilize the use of a 3-1/2" X 3-1/2"
square steel discharge manifold system that allows a direct
flow of water to all discharge valves. One 4-1/2" master
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suction and one 4-1/2" master discharge gauge shall be pump
panel mounted. These compound gauges shall be filled with a
liquid silicone solution to assure visual reading to within
1% accuracy. This liquid silicone feature eliminates the
chance of condensation forming on the inner face of the
gauge and eliminates the need of snubber valves. Two UL test
plugs shall be pump panel mounted for UL testing of vacuu~
and pressures. Also pump panel mounted shall ·be one vernier
throttle used to control engine RPr~.
The manifold system and piping shall be designed for side
panel operations. The relief valve control and other control
mechanisms shall be located on the left side of the body.
STEAMER. II~LETS
Two - 6" NST steamer inlets for use with suction hose shall be
installed one each suction side of the pump. Inlets shall be
short as possible so as not to extend past running boards to
facilitate the use of connected intake valves.
1000 GPM U.L. CERTIFICATION
The 1000 GPM pump, when dry, shall be capable of taking ·
suction and discharging water in compliance with NFPA f190l.
The pump shall be the class "All type and shall deliver the
percentage of rated capacities at pressures indicated below:
100% of rated capacity at 150 PSI net pump pressure
100% of rated capaci t~l at 165 PSI net pump pressure
70% of rated capacity at 200 PSI net pump pressure
50% of rated capacity at 250 PSI net pump pressure
REAR BOOSTER REEL
All aluminum booster reel with aluminum discs shall be
installed in the rear compartment between the beavertails.
Reel shall be constructed ûtilizing an all aluminum
welded base. Reel bearings" silall be manufactured from
nylatron to insure maintenance free operation. A 12 volt
Gearhead electric motor shall chain drive the reel drum at
approximately 95 RPM. The booster reel shall have an automatic
brake to prevent booster hose from unwinding. Reel shall
have capacity for 200 ft. of 3/4" booster hose. A foot
operated't fully shielded, rewind switch shall be provided
under the rear steo. Electrical switch connections shall
be coated to prote~t against moisture. An electric gear
driven manual rewind shall be included. Chrome rollers
and guides with nylon bearings shall be provided on a
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roller, assembly ffi9unted in the rear door opening, two
other rollers shall be installed, one on each beavertail
to prevent the hose from àragging across painted surface.
Booster reel is to be controlled from the ~unp panel.
Þ~STER DRAIN VALVE
A master drain valve shall be installed and operated from
the pump panel area. The valve shall be located lower than
the main pump body and connected in such a manner as to
allow complete water drainage.
PRI~..ER
Pump primer shall be a positive displacement vane type,
electrically driven and ~hall conform to standards outlined
in NFPA pamphlet No. 1901. One priming control, pump panel
mounted, shall both open the priming valve and start the
priming motor. When operating, the primer shall be
lubricated from an oil tOank reservoir.
TANK LEVEL GAUGE (M.C. 5-LIGHT)
Water level gauge shall be an MC 5-bulb type, having five
(5) lights and shall indicate the water level at each
graduation. The fifth light shall be a flashing light to
indicate that refilling of the tank is now necessary.
Water level gauge shall be located on the pump panel in a
well lighted position for night apparatus operation.
·AUXILIARY ENGINE COOLE~
Engine cooler used to lower engine water temperature during
prolonged pumping operations and controlled at the pump
operators panel shall be provided. En~ine cooler shall be
installed in line with the engine water intake line i~ ~vch
a manner as to allow cool pump water to circulate around
engine water, thus forming a true heat exchanger action.
Cooler inlet and outlet shall be continuous, preventing
intermixing of engine coolant and pump water.
PUMP COOLER
Pump shall have a 3/8" line installed from the pump
discharge to the booster tank to cool the pump during
sustaineq periods of pumping when water is not being
discharged. Pump cooler shall be controlled from the pump
operators panel by a 3/8 n vla,ve.
COMPOUND PRESSURE GAUGE (3 EACli)
Weatherproof 2-1/2" compound vacuum pressure gauge "lith a
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range of 30-0-600 shall be installed on the pump panel. The
gauge shall be filled with a liquid silicone solution to
assure visual reading to within 1% accuracy. Thi~ liquid
silicone solution feature eliminates the chance of
condensation forming on the inner face of the gauge and
eliminates the need for snubber valves.
OIL PRESSURE GAUGE
A 211 weatherproof oil pressure gauge shall be pump panel
mounted to monitor the engine oil pressure.
WATER TEMPERATURE GAUGE
A 2" weatherproof water temperature gauge shall be !,ump
panel mounted to monitor the water temperature of the
engine.
TACHO~1ETER
A 3" tachometer shall be pump panel mounted and connected to
the vehicle engine to monitor engine ,revolutions per minute.
r~NUAL PU~& SHIFT
A manual pump shift shall be located in cab near gear shift
lever to engage the pump. Shift lever shall indicate
road/pump condition by position movement. Air operated or
electric pump shifts are not acceptable.
TANK FILL
A 1-1/2" pump-to-tank fill line having a 1-1/211 inline \Talve
shal~ ~c controlled at pump operators position using a
chrome push-pull locking"T" handle.
DOUBLE CROSSLAY HOSEBED
.-
One double cross lay shall be provided above the transverse
compartment. Each cross lay section shall have the capacity
of 200" of 1-1/2" double jacket fire hose. The crossla~'
decking shall be constructed entirely of maintenance free
3/4" X 2-3/4" hollow aluminum extrusion.
Each crosslay shall have one (1) 1-1/2" mechanical swivel
hose connection to permit the use of hose from either side
of the apparatus.
Stainless steel rollers with nylon guides set in aluminum
extrusions shall be installed horizontally and vertically on
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each end of the crosslay.
Each crosslay s11all be connected to a separate 1-1/2" bronze
in1ine valve which is operated by a pump panel rneunted
chrome push-pull locking "T" handle.
A weatherproof 3-1/2" compound vacuum pressure gauge with a
range of 30-0-600 shall be installed on the pump panel for
each outlet. The gauge shall be filled with a liquid
silicone solution to assure reading to within 1% accuracy.
This liquid 'silicone solution feature eliminates the chance
of condensation forming on the inner face of the gauge and
élirninates the need for snubber valves.
LEFT SIDE DISCHARGES (2 EACH)
A 2-1/211 discharge gate shall be located on the left side
pump panel. Valve shal~ be constructed of bronze and be of
the quarter turn ball type of fixed pivot design to allow
for ease of operation at all pressures. Valve shall corne
with 2-1/2" National standard threads and a chrome cap and
chain. Valve shall be connected to the discharge side of the
pump with the valve body behind the pump panel. Valve
control shall be horizontally mounted on the left side pump
panel. A 3-1/2" liquid filled pressure gauge shall be
connected to the dischage and installed in the pump panel.
Discharge shall be equipped with a 3/4" line drain valve.
RIGHT SIDE DISCIIARGES (2 EACII)
..A 2-1/211 discharge gate shall be located on the right side
pump panel. Valve shall be constructed of bronze and be of
the quarter turn ball type of fixed pivot design to allow
for ease of operation at all pressures. Valve shall corne
wi th 2-1/2" Natio~::il stñ.ndard threads and a chrome cap and
chain. Valve shall be connected to the discharge side of
the pump with the valve body behind the pump panel. The
right side discharge shall be controlled by horizontally
mounted handle located on the left side pump panel. A
3-1/2" liquid filled pressure gauge shall be connected to
the discharge and installed in the left side pump panel.
Discharge shall corne equipped with a 3/4" line drain valve.
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RIGHT REAR DISCHARGE
A 2-1/2" discharge shall be run to the right rear of the
apparatus by a 2-1/2" steel pipe with a chrome 2-1/2" male
NST adapter on the outside end. Adapter shall have a chrome
cap and chain. Discharge shall be operated by a 2-1/2"
inline valve. Valve shall be constructed of bronze and be of
the quarter turn ball type of fixed pivot design to allow
for ease of operation at all pressures. The valve shall be
operated by a horizontally mounted-handle located on the
left side pump panel. A 3-1/2" liquid filled pressure
gauge shall be connected to the discharge and installed in
the pump panel. Discharge shall come equipped \vi th a 3/4"
line drain valve.
LEFT REAR DISCHARGE
A 3" discharge shall be ~un to the left rear of the
apparatus by a 3" steel 'pipe with a chrome 3" male NST
adapter on the outside end. Adapter shall have a chrome ca~
and chain. Disc11arge shall be operated by a 3" inline valve.
Valve shall be constructed of bronze and be of the quarter
turn ball type of fixed pivot design to allow for ease of
operation at all pressures. The valve shall be operated by
a h~rizontally mounted handle located on the left side
pump. panel. A 3-1/2" liquid filled pressure gauge shall be
connected to the dis~harge and installed in the pump panel.
Discharge shall come equipped with a 3/411 line drain valve.
DECK GUN DISCHARGE
A 3" deck gun discharge shall be installed in the area
directly above the pump compartment in the front upper
section of the apparatus body. Discharge shall be controlled
by a 3" inline valve. The valve shall be constructed of
bronze and be of the quarter turn b~ll type of fixed pivot
design for ease of operation at all pressures. Valve shall~~be
controlled by a single lever located near deck gun connection.
A 3-1/2" liquid filled pressure gauge shall be connected to
the discharge and installed in the pump panel.
TANK TO PUMP
A 3" inline valve shall be installed between the pump and
the booster tank. The valve shall be constructed of bronze
and be oftthe quarter turn ball type of fixed pivot design.
Valve shall be operated by a chrome push-pull locking "T"
handle located on the left side pump panel.
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LEFT SIDE SUCTION
A 2-1/2" gated suction valve shall be installed in the left
side pump panel with the valve body behind the panel. Valve
shall be constructed of brass and be of the quarter turn
ball type of fixed pivot design. Valve shall be piped to the
left side suction tube of the pump and shall be controlled
by a vertically mounted quarter turn torque lock handle
located alongside the suction inlet on the left side pump
panel. Valve shall come equipped with a brass inlet strainer
and a 2-1/2" NST chrome inlet swivel with a chrome plug and
chain.
RIGHT SIDE SUCTION
A 2-1/2" gated suction valve shall be installed in the right
side pump panel with the. valve body behind the panel. Valve
shall be constructed of brass and be of the quarter turn
ball type of fixed pivot 4esign. Valve shall be piped to the
right side suction tube of the pump and shall be controlled
by a vertically mounted quarter turn torque lock handle
located alongside the suction inlet on the right side pump
panel. Valve shall come equipped with a brass inlet strainer
and a 2-1/2" NST chrome inlet swivel with a chrome plug and
chain.
All valves and controls are to be indentified by corresponding
numbers and color codeing name platelets.
·ELECTRICAL
All electrical equipment installed by the apparatus body
builder shall conform to the latest Federal standards as
outlined in NFPA #1901. Wiring shall be individually labeled
every three (3) inches on the insulation. The in~ulation
shall meet Shell Chemical ESC: 184-76 Technical Bulletin
requirements. Wiring installed by body builder shall be run
in a loom where exposed and shall be protected by automatic
circuit breakers of the reset type.
All electrical equipment switches shall be mounted on a
switch panel mounted in the cab convenient to the driver.
Light switches shall be of the rocker type with integral
indicator light to show when lights are energized. All
switches shall be appropriately identified.
PUMP PANEL LIGHT
Two-three bulb incandescent light units with an on/off
switch shall be mounted under an extruded aluminum light
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shield directly above the left pump panel.
FEDERAL AERODYNIC
Federal Aerodynic 110del #24EH light with red and white lens
shall be installed. The unit shall have four rotating
lamps on each side of a stainless steel speaker housing and
shall contain one Federal TSIOO 100 watt speaker. Lens
color pattern shall be designated. by Fire Chief.
FEDERAL Q2B SIREN
Chrome plated flush mounted Federal Q2B coaster siren with'
electric brake shall be installed. Siren shall be operated
from two floor mounted foot switches, one each side floor
board. The siren shall be mounted in front of cab centered
between headlights.
FEDERAL MODEL #PA-200 SIREN
A Federal Model PA-200 solid state electronic siren shall be
installed. The operating modes shall include Hi-Lo, yelp,
wail, P.A., and radio re-broadcast, mounted in overhead
console.
CLEARANCE LIGHTS AND REFLECTORS
Clearance lights and reflectors shall include two (2) red
marker lights, four (4) red ~ectangular reflectors, two (2)
.amber rectangular reflectors, and o~e (1) red three light,
cluster recessed into the rear step.
~l\.~,~BER MARKER LIGHTS (2 EACH)
Rectangular shaped clearance light with a chrome base and
amber colored lens shall be installed.
..
RED MARKER LIGHTS (2 EACH)
Rectangular shaped clearance light with a chrome base and
red colored lens shall be installed.
STOP, TURN, BACK-UP LIGHTS (PR)
t
Two chrome faced triple lamp modules shall be installed on
each side of the vehicle rear. Light functions shall
include: running lights, brake lights, turn signal lights,
and back-up lights.
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LICENSE PLATE LIGHT
One chrome license plate light shall be installed on the
rear of the vehicle.
FEDERAL #BR2 LIGHTS (2 PAIR)
Federal Model BR2 Scat-O-Ray lights shall be installed. Each
light shall consist of one 55 watt flashing Halogen bulb
with a red lens and a chrome mounting base. The lights shall
be rear mounted and switched from the cab dash.
UNITY DECK LIGHTS (PAIR)
6" chrome plated deck lights shall be installed at the rear
of the apparatus. Each light shall be manually operable and
switch on and off at the light.
COMPARTMENT LIGHT
One 5" circular single bulb compartment light shall be
mounted in each body compartment and wired to one on/off
rocker switch located on the cab dash.
ENGINE COMPARTMENT LIGHT (EACH)
Engine compartment ,light with switch shall be installed to
properly illuminate the engine compartment.
"OK TO PUMP" LIGHT
A green light to indicate that the pump is in gear shall be·,
mounted on the cab dash near the pump shift.
PUMP COMPARTMENT LIGHT
Compartment light with switch shall be installed to properly·
illuminate the pump area for ,service.
OFFICER AIR PACK BRACKET
An officer's air pack bracket shall be provided in the cab.
The bracket shall hold the air pack ata 45 degree angle to
the passenger side of the cab to provide for quick removal.
,
AIR PACK STYLE SEAT BACK (2 EACH)
The backrest on the jump seats in the canopy shall be
divided into two sections. There shall be sufficient space
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between the sections to accomodate an air pack and still
provide support to the fireman's back.
ZIAMATIC AIR PACK BRACKET (3 EACH)
Ziamatic U45F air pack bracket shall be provided and
installed as specified.
CHASSIS PAINT FINISH
All chassis exterior components such as mirrors and bumpers
shall be removed. Complete chassis exterior shall be
thoroughly sanded, solvent 'cleaned and finished with ultra
high lustre American Lafrance Dupont red # 7678UM paint
before mounting of body to assure full coverage of paint to
all surfacep. Chassis frame and undercarriage components
shall be finish painted~black. This paint must be Dupont
brand to insure match in color to present fleet of fire
apparatus.
ALUMINUM BODY PAINT FINISH
Aluminum body exterior shall have no mounted components
prior to painting to assure full coverage of metal
treatments and paint to the exterior surfaces of the body.
The body shall be thoroughly sanded, cleaned, and
phosphatized in preparation for painting. Compartment doors
shall be painted separately to assure proper paint coverage
on body, door jambs, and on door edges. Paint shall be an
- ultra high lustre American Lafrance Dupont red #7678UM
paint.
GOLD LEA~ ~ETTERING
All gold leaf lettering shall be the responsibility of the
purchaser.
-
GOLD LEAF PIN STRIPING
All gold leaf striping shall be completed at factory as
per Fire Chiefs instructions. 23 carat gold leaf, half inch
stripe, black border with thin white stripe underneath.
Gold leaf stripe totals approximately 30 feet.
TOUCH-UP' 'PAINT
A quart of touch-up paint shall be supplied to match
vehicle's exterior color. This paint shall be acrylic
enamel and color to match the finish on apparatus.
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ADDITIONAL EQUIP~ŒNT LIST - Prices included in Total Truck Bid
One Akron Apollo #3422 monitor.
One-Akron portable base for #3422 monitor with floating
spikes.
One-Akron #1000 akromatic fog tip for monitor.
One-3- I.P.T. X 5" Storz with 300 'elbow adapter.
Two-Snap1ite full flow piston intake valves #FSPRV-50-
ft-60NST.
Two-Elkhart model #470 with wrenches.
Two,-lOO ft. sections of 3/4" reeline hose.
One-Akron #1708 fog nozz~e.
Four-Akron #l720P turbojet fog nozzles with pistol grips.
One-Akron #27,30 turbojet fog nozzles wi th playpipe.
Five- 2-1/2" chrome 300 elbow turndowns.
Two-Electric hand laterns with durable mounting/charger
bases (box light model SL-35 ( 12 volt) '.
One- 24 ft. two section, aluminum extension ladder, mounted
right side of apparatus.
·One- 10 ft. folding, aluminum atlic ladder with Ziamatic
mounts.
One- 10 ft. fiberglass Pike pole with aluminum tube mount.
One- 4 ft. fiberglass Pike pole with aluminum tube mount.
One- 4-1/2" NST female X 5" Storz, swivel adapter.
...
. .
One- 5" Storz X 2-1/2" NST male adapter.
One- set Storz wrenches with mount bracket.
One- 511 hose roller.
Two - six¡pound axes, one pickhead, one flathead all with
chrome plated mountings.
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Three - 5" blind caps.
One - 4 ft. crowbar mounted inchrome plated mount brackets.
Two - Operation and Service manuals for apparatus shall
be furnished.
.~
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The undersigned hereby offers to sell to the City of North Richland Hills,
on the terms and conditions contained in this proposal, the general
conditions and the specifications and any other conditions that may be
attached and further certify that our attached'proposal submitted by
* (a)l?,: C:sGs'> ¡:-ìy~+ L",t. complies with all the specifications as
outlined in the city of North Richland Hills bid specification. Be it
further specified that any non-compliance with the City of North Richland
Hills specifications will be fully outlined in detail stating said vendors
* (b) ~iQ exceptions.
And further understand that the City of North Richland Hills' acceptance of
any proposal from any vendor 1s only with the expressed understanding that
the City of North R1chland Hills has full right to accept or reject any and
all proposals, or ·any part thereof.
Company Name
Riggs First Line Equipment
By
~~;~
TitJ.e
Sales Representative
Date
January 6, 1987
THIS MUST BE SUBMITTED' WITH VENDOR QUOTATION
Vendor Note:
* (a) Type or write in Company Name
* (b) Type or write in Number of Exceptions, if none, so state "NO"
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PROTECTOR IV TRIPLE COMBINATION PUMPER
CHASSIS PRO IV BASIC
Fï~~{'~ME 1 () 1.1 4 II X :::·3 1./ ::2 II X 3/8 II
_M. -.... _.. ..... .._ _ ..... __I _ __.. _... _ _.. ..... __ _. _... ..._ _ .... ..... _ __ _... __, ..-. .... __I _._
The frame shall be constructed from channel frame
fabricated crossmembers and shall be bolted togethey
(:3 '(' a cl t,? ~3 h a tM d w a t- ·2 II 1- h E' f t- .::t. rt'1 ~.? =; h all Ll S I':~ i::"\ rfl i t') i m Ll rfa () f
C yo ()~"5 S ffl e- rfl b ~? yo 5 ffl a [1 ·e f Y' Ct rn 1./ 1::1· -:3 n d ~3 / 8 i 1'1 . t hie k st·::... e I II
·(.:3i 1 S,
Ll S i t1 9
f i \/~?
Each frame rail
s p .~.:~ c i fie ct t i CI"1 S :
shall have the
ffa i 1'1 i rn Ll rll
f () 1 1 Ct IrJ i tl g
Dimensions: 10-1/4 in. X 3-1/2 inn X 3/8
Mat €.^r i a 1 : 11'() , ()()() FI~3 I ffa i n i fflLllïl Y i .:;:^ 1 d ,
heat treated steel
S+.?-c t i Cltl l'1cld Lll L.l S : 1 7 n 7~2 C Ll a i t'\ .
RBM: 1p949,264 in. lbs.
in.
c a t- b (:1 t1
rfl·::'\ n 9 ¿i. t1 ~:~ ~5 +.?
E{ l.J l'y1 FI E~ F~ 1 ::2 II 1,-1 I (3 1...1 - ~3 r.;:~ I JD
.- - -. ...- - -- --.. -- - __I ..._ - __I __.. ..._. .... __. ..... __ _. _... __ _.
The vehicle shall be equipped with a one piece 12 in. high
IJ U.lïl P f:~ ).- , rn .::f, d ~::-. f ì" CI rn 1 () gaLl Çl E' 1:1 cl1 :i ~:3 h t' c1 ::0, t; a i I'll t:'-~':; '5 -:=.=. t E'- t:? 1 n 1- h t,?
b I...t rfl p +:=~ 'f ~::; ('1 ¿-1.l 1 h ~":\ v+.? t h)" £^ €:~ Y' i b '~5 E:'~ I" cf t: Iy..} () Y' Ll b b ~2 Y' i iïl P ë\ C t ~::' t 'f i P ~:; .
1M 1.;.,1 () ~1 Ct 1 t~ ~5 ~:; h a Ill:) €:~ p Ll n c 1-1 E:~ cI i nth '~::' b I...l fli P f.A t- t CI -::\ 1 1 Cllr'" t "1 +?
C ¿~~] ~-:, b i 1 i t; '::/ CI f r(1 CI Ll n tin 9 (':":\ i \r h () Y' n ~:; CI Y' ~~; P f~ <::\ k ~~)... S~· '(' t~ C ,~:~ s s i~ d b \::~ h i n d
t I·M1 +.? b I...l ffl P €- ¡.M
FUEL TANK 50 GAL PUMPER
-------_._-----~.~-_."-~----~------
The fuel tank shall be of an all welded ste~l construction
a tl (j s h ë\ 1 1 I) t.? b.~ f f 1 ~? d t CI P r €:~ \1 ë tl t S L.U·- g i ~l 9 . 1M 1'1 t:'- t a 1"1 k ~5 h all
h a v tA E:\ l..l·::~~· Cl. b 1 i~" d 11' i:;Ì ry.J () f 5 () q ¿~. 1 1 () "UI ::~, <7:\ (.; d ~::; h -:'::\ 1 1 fJ ,~ \/ ,~:~ ('''1 t €~ d . I t
shall be equipped with a bottqffi drain. Two .109 X 13/4 in.
straps made from hot yolled steel shall be utilized to mount
t ~1 ~? tan k t () t }··1 e f 1'" a rfl (~ . T Io/yt CI 1 / ~3 in. Xli t'1 . S t ~:':' -:::~ 1 leN ~-=:\ .:::\ 'r
plates shall be utilized where the tank and fyame make
cClntact.
AXLE F 14600 FG-941 W/S CAM BRAKES
_ _ -- _ -- - - - _M __ -._ ._-;.__ _ _._ __ _ _ .__ ..._ _ __ _M _ _ _ _ _ _ __ _ ..... "'M_
The vehicle shall utilize a Rockwell FG-941 front axle with
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a c ~1 p ¿:\ C i t Y () f 1 4 , b (H) 1 b 5 . Its h all 1·00, ¿-\ V t4 U i~ ¿:\ S ~l ~.5 t <:,4 €' y" rf
k t1 Ll C k 1 +.? P i tl b Ll :. ~1 i n 9 san d S":- t1 all b -e- ~.? q Ll i P jJ eel wit h 1 ~; 1/2 i t1 . X
b ltla ~-Cam brakes and b~ In. kingpin centers" The vehicle
wi 11 Ll t; i 1 i z to- a Sh +.?p P ¿\ .r". d 4 .;.;~ P O',.·J ~.::q.- .~:; t t.1o t~t- i n 9 9 '2a}r II
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i 'f C'tl . T ~"I i? ~:; P Y" i t·u, g s::· h ¿\ 1:1. h ii:\ V' t' (1 1) .:~. i tl n X
i3.I·1 d (1) 4· i t1 a X. .;+ tj ':;, in. 1 t.? ¿, f a 1- h E' Y s h è1l 1
steel. Springs shall be semi-elliptical
Ll t i 1 i z t? he-a \/:l d Ll t '.l d () Ll b 1 ~ .;3. C tin 9 h Y d r a Lll i C
with a 1 3/4 in. boreft
~5 p)r i n gas S~ '2' ffl b 1 Y
made of nodular
. a:~. .::t. 7 i n II 1 i':," a \1 €:' =;
b ~? ffJ a d E' () f ~3:l t::J () (-I
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shock absorbers
AXLE RS 24000 R-170 W/S CAM BRAKES
-- .- -... - -- - -- - - -.. -. - - ...- - - -... - - -... - - - -... -- - .- -- - -- -. -- .... -..
The vehicle shall utilize a Rockwell R-170 24,000 Ibs.
c a~) a c i t)1 sin 9 1 t':' ¡r €:' a r ë\ ~...~ 1 e- 1.;.,1 i t ~1 s=) i n ÇL 3. i:' 'f ~ d Ll C t i CI tl h y ~:) CI i d
g ·2 a ¡r i n 9 a t1 d 1 6 1 / 2 in. X 7 i tl. C .:3. rfl t y P E' b },- a k ~ ~s .
-r h ~ t- t:' a F S Lt S P i~ t1 s· i CI tl S h all Ll ~3 t? i'::\ c CI n s t; at·} t ~/· i::t t t:''" 5 p Ii· i n 9
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n CI d L.t 1 a 1'. i ¡-- CI nuT h ~::' s Lt ~. P €:- n s i CI n s h ¿ll 1 h ,:::'l V ë ( ':~ ) .::¡. i n a X. 5~) f:3
1 n ale ,:\ \/ e- s rfi .::"\Ij e Cl f 5 1 E} () H '~5 t €. £4 1, S E-Iïl i ..~. +? IIi I=> tic <::\ 1 i t1 d +? S i 9 t1 .
BRAKES AIR W/DRYER 4 X 2
.- -.- ...... .- - - -- -- .-- - - - -- - - -- - - .-- .- - -- ..--
T h·::::,· .:::"t i'( ·5 )/ ~:.:; t t" ffl S h all Ll t i 1 i z..¿:' t: f.¡J Cl l:7 3 8 C Ll a i n 1\ ·r (.'" ::::. (~}r \/ () 1 )r S
wit h f&"I·::\ n l.l aId "r- -::t i t1 S . A 1 1 t 5 C Ll . 1 n . f.:) n c h c, y· 1 () k h ·f:·· ,:t t ~.:~ cJ <:.\ :i. ¡r
dry -:::;' Y' S h all b ~ i t1 C 1 Ll d €- cf <:'1 n d 5 h all ¿:\ c t E:\ 53 -:::'\ Cl u, i c k b Ll i 1. d --. Ll P
reservoir for the syste-m. A 150 PSI safety valve shall be
Ll t i 1 i Z .::"~.. din t tl t? ~, Y s t E:~ rfl a P'll \r p yo 'E~ S ~5 U. 1'- Jf~ ~:~. h ,·:;·t 1], b u,:i. 1 d..- u. P t: c! 7 ()
1 b ~5 . Iy.) i t h i t1 2<) sec cln d ~5 f CI\·- ë\fJ P~:\ ,,. a t Ll'~~ ¡.- ~?SfJ Cfn s~~ . ~3¡:J ¡r :i 1'1 9
actuated emergency/parking brakes shall b~ installed on the
r t,? (::\ r a :/~ 1 .~? a
COMPRESSOR 12 CFM MIN.
---~------~------------
The air compressor shall have a minimum capacity of 12 CFM
a tl d b +.? d i \.- e e t d r i \/ è t1 b ':/ the è t1 g i t1 t? ( t1 CI b €' 1 t s) . f~ c () rfl p ¡r +2.10 S =~ () t-
governor shall be utilized to malntaln pY"oper system
p r eSSLl t- €:' .
E 1\.1 C=j I ~'J r:. b .-.. 7 1 TAB - 2'3 () B H F' 8 1. () L_ B (=-1- 1· 0 P 61 LJ E
--- - - -- .- - .-- -- .- -- - .-- - ..-- -.- .-- - - ..- -- .-- -- .- - -- - -. .- .- - - -- -.- - - -.... --
The vehicle shall b~ equipped with a Detyoit Diesel 6-71TAB
..:.. C ':ic 1 €- t Ll1""" b CIC 1'1 <3. r- 9 t~ cI at·1 d j i3C k +? t wa t et- \'::\ f t e-.( C clcll ·::?d 1.....,1 i t: I,') t:) y-
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2100 RPM and a gross torque
The bore and stroke shall
t- a t :i. CI f:; 1-1 all b E.... 1 7: 1 . -r h ,?,-
h a \1 e ~\ f'-I i 1'1 i rn L.l rn C ð. P i:\ C i t '.l , t CI
The vehicle shall utilize a
a Farr 1000 CFM single stage
displacement, 290
()f 81(:1 lb. ftu ë\t
be 4n25x5 and the
:¿~n g i 1'1'~? 1 Llb ¡r i C ¿·:·t t i Clt1
i n C I Ll d 'Ì.~ f i 1 t ~~ ¡.-, () f
Delco 40MT 12 volt
.::\ i}"- c 1 ,80 a t1 (::\ r .
The cooling system shall have a minimum capacity
quarts and a 27.63 in. X 43.38 in. X 3.4 in. core.
shall have 11 fins per inch and shall hav~ b~ass
C CI P P e 'f fin S , an cl b CI 1 t i::~ d s t €' +.? 1 t CI pan d b CI t t CI rn tan k S II
Ci of 53
'r h f.... C CI"'- +.?
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EMERGENCY SHUT-DOWN TURBO
-----------------------------
An air intake flappey valve shall be mounted between the
€- tl g i tl +.? t; Ll r bell: h a r g €:' t- i t1 t a k +.? a t1 d t ~1 t\ .:::1. ire 1 t' .:'":\1"1 +.:.. ).- &I Ttl .~? \/ a 1 '/.f:
shall b~ electrically activated from the cab and shall
p r CJ v i d~? f CI ¡.- E'- ffl ë r g e t1 C Y f:?- n 9 i t1 e S t1 Ll t ..- c:l CII~ tl II 'r 1-1 to? S Y ~5 t €....IÏI rfl t.l ~::, t; tJ €:'
manually reset after shut-down.
(:ïO\}E~~I'JO¡'? L_8
-- - -. - - - -.- - -... -- -...
The engine shall be ~quipped with a limiting speed governor
1:; ~1 ,3. t ~=5 h .::\ lIe c! tl t '( CI 1 ~:~ t1 9 i tl +.? i d 1 +;;' a t1 cI lïl ¿":\ ~.'~ i (ïlLllïl ~? n f~ i n f.~ ~:::. fJ €:' f~ d II
TRANSMISSION MT647 4 SPD AUTO
_.. - - ____ - - __ a_.. .._ ..._ __ .__ .__ _.. _ __ .__ _.. _ .__ _.._ .__ ___ ..._ _ _ ._ _ _
T I-I ·2 \.... {:~. f'l i C 1 .~::. s ~'"t all L.l t i 1 i z +? a,..', 161 1 1 i ~::; CI tl (\1-r - (5 4· 7' 1::1· ~:5 p f~ e d
automatic transmission. It shall have a net input torque
l' a tin £1 () f 78 () lb. ft. a tl d ë\ tl i n p Ll t P () I.,yl tA ),. )r ,). t i tl 9 CI f 3 () () 1·-1 F' II
T h ~? 9 t? <::\ r }"- ·:3 t i CI S ~5 h all b t? as f clll CI W S :
l - :7} &I 583
::~: - :2. (:) '::~ 3
::::: - 1.. 3E37
I:~. - 1. () () ()
~I - ~.5. 674
It shall have a lubricant capacity of 17.5 quayts, and a
t i? rll~) ~ r ê"\ t Ll}'- t::'A 1;;1 ¿":\ Ll g e- wit .1 I.,..) a t- t1 i n g 1 i g h -):; a n cl b Ll Z Z f::':" ).- ·:5 h ¿\ 1 1 tJ t?-
ftl CI Ll t1 t t· din t 1'1 e cab II -r 1'1 £4 v' t:" h i c 1 .£A S h ¿ll 1. Ll t i 1 i ~~ ë lJ -- j CI i 1"1 t ~:::. CI f
S Ll f fie i ~ 1·"1 t ~5 i Z to? t CI all CI w f Lll 1 t r ~":\ 1·-1 ~::, ffa i t t ~:.. d t CI ).- q Ll t:" t () '1~ h 't?
a ~/.: I ë ( :::~) II FI Y' () P i:"~ 1 1. €' Y" 5 h aft s ~s h ë\ lIb t4 ¿~-\ >~ :i. <:'ll 1 )' ~:3 t y· .::":t i ÇL f,ul t ,
C CI t1 C +2- n t )'- i C I,¡.r' i t h .~3. ~...~ i~:; \-:\ t1 cI b a 1 a t1 C ~:'A d .
DELUXE PADDED DOOR PANELS 2DR
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Cab door panels shall be padded and covered with ~ in.
channel marine vinyl. It shall have 2 oz. wadding and 1/4
in. foam padding. The backing will be spun woven polyester.
DELUXE CANOPY HEADLINER 2DR
- -- -- -- - -. .-. - ..- -- - -- --.. .- - -... -- - -. ..... -- -- --, .... - - __I
Th~ canopy area. headliner shall be padded and covered with 2
i t1 . c f") a n I"} €:' 1 rl' ¿:\ }.., it'} t\ V :i, n ':l1 . T h ~'~A C CI \' e Y" i t1 9 s h a 1 I h ¿t \1 €- ¿~ CI Z II
W -:3 d d i t1 Çl and 1/-4 i t1 . f CI a rn pad din Çl . T.1 £... tJ a c k i tl g w ill b t:' 5 rJ Lt n
t..-J CI V i;'~ 1'-' P () 1 ')' ~';'~ s t <::~}r .
STAINLESS STEEL TRIM
-- -- __I - - ..... ..... - __ _... ._ - ..... ..... - .... __I - - .__
.ð. # a::J. s ¿.ì, t i t1 f i t"1 i S t') s t a i n 1 e S S 5 t f_A tAl P <;:t 1'1 €' 1 IrJ i t h t '1" i rl. 5 ("', all b '8-
mounted on the cab front between the lights.
DELUXE PADDED DASH
-----------------~_._-~-
Th£... cab dë\sh ~;h¿:\ll bE' paddëd and C CI\/t:")'" 'Ë'd wi t h 2 i "'1 u
I'fI a r i 1'1 ë \,' i n y' 1 . I t ~::. h ë1. 1 1 ~1 ,:\ \1 E.^ 2 CI z. wad din rJ -::\ n d 1 /.:.~
p -:::t c:r d i r", £:1 uTI,", tA b -:::\ c k i t'i 9 I....) i 1 1. b ,~? S P Ll tl W C, \/ è n p ell )/.e- s t Ii:':' yo u
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inn f CI ,;::t rif
DELUXE PADDED FIREWALL
..- - -. --. - - --. .- ..... --. ..... - -. ...-. -- - --. ..... - .... -- -
The cab fir~wall shall be padded and cover~d with ~ in.
C .1 -:::\ 1'1 n ~:'~ 1 ra'1 i::\ 1r i n t,? \/ i I'l Y 1 nIt s h ..3 1 1 h -::1 V t^ :2 CI~?. 'rJ a d cj i tl';;l ¿t tol c:I :1. / 4
ih. foam padding. The backing will be spun woven polyester.
STAINLESS STEEL TRIM
.- -- .-.. -- - -. -- - ..... -... - .... -.. .- -. .... -- - -- ..-
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A I I:~: ~? I DE SEA T
-- -. .- - - -- - -- - --- - ..... --
The driver's seat
having dimensions
shall hav~ back
shall be a Bostrum air susp~nsion seat,
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-----------~~----~-~------_.__.~_._--~-----
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The vehicl~ shall have an all welded cab forward made fyom
3 / :l (; i t1 . a 1 Lun i n LUff .. A 1 LUll i t1 Llffl +2 :/~ t "( Ll S i CI n '::> I.,.. ill b E~ i:1 n i n t ~? f~ }t" 6:11
part of the cab and will provide a path where water and
agent can be easily flushed from the vehicle. The shall seat
a c \'" €:' W CI f s i ;t~. A 52 i I") . X 2 1 i tï . f CI r' w ¿:\ )". d b ~ n C h ~::; ~. <7:\ t s h ~:\ 1 1 b €'
P 1'- CI'I i d +.?d ~3.t1 d t WC. 1" eë\ \'" .j Lltïlp S~,3. t b cd; t Ctrns t ~1 at sh ¿\ 11 tJ e :L8 i t1 .
X 18 in. S~at b~lts shall be installed for all c~ew mem-
bers. The d1"iver's seat belt shall be retractable.
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r ad i Ll ~5 . C: a s tal Ll fn i n Ll fel 1" CI CI f C CI1" n t::.... r .j CI i n t s ~~J e 1 d e d t CI ~'::l1 Lllïl i tl Lllïl
e ~...~ 't 11' L.l S i CI tl 5 S f'1 all b €- Ll ~:; é r1 t Cl E'- n SLur t? S t r Ll C t Ll r a I i I"ït E." ÇUt" it:)' .
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canopy cover shall be provided.
d i é1 fll Cl 1"\ d I=> 1 '::1 t ~:;..~
'::\ 1 Lllïl i t1 Ll ffl
T 1'1 €' cab f 1 () CI \'- ~5 h ¿\ 1 1 b +.? ,':11 Ll ffl i n Ll ffa t r +2- a d pIa t €' .
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a tl i t"l 5 i d .==~ Çl r a lJ hat··} d I .::...=~ a 1'1 d fILlS 1'1 fJ 2\ d d 1 f:' 1 ate h ,~':~ ~:; . S i I''', 9 I é
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5 h a lIb \:0' t i t1 t \;:~ d an cl f)" t:.... €:'- CI f i 1'1'1 P t:' Y' f £... C t i CI n s .. F'( Cll'fl t 1·'\ e
drive1"'s seat, the windows will provide visibility as
f CI 1. 1 CII.,s.,I r::; :
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1 ..'=1 ffl i I'l ~l t ~? cI '5 <::t f e t y g 1 ass w i '1;.1 ,:1 rll i t1 i rfl Ll r'-I \1 i €" W i t1 Çl a 1" ~.? ~3. () f 2 ':1 () ()
sq. in. Total cab window area shall be 5700 sq. in.
Padded sun visors shall be provided.
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The cab shall be independently mounted fyom the body
c ~1 -:::1 S 5 i S CII'l S i ~/~ f i )r~ t:'A d r Ll Þ b Eo- 1" . ffl CI Ll t1 t i tl 9 P CI i tl t s t CI r +2- d Ll C '2-
vibration and allow necessary flexibility.
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a cln t~ 9 a 11 ()n i~' f~St~~" VCI i r . Twcl we-t <~\ ir HI t,..J i per s sh ¿i 11 b tA Ll seer ..
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A 57 , 6()() E{TU 1'1 +.?8 t tAr ë1tl d de f "r- CIS t; .z...r wit 1'1 1'1 t,?l: t?~~5sa 'r- y con t t- () 1 s
shall be mounted in the cab.
I n t +2- r i CI 1" C i.~'d:J
i tl cf i \; i (j Ll ¿i 1 I :l
1 i g h t i tl g s h a IIi tl c 1 Ll d f." ;
switched lights in cab
t; W CI S t ~:~ p 1 i 1;;;1 h t: ~~~ ,
C CI r.., p E:\ 1~' t rn t" nt, i;':ll'UI d
t I.¡J CI
t !"vI CI
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i n d i 'yl i d Ll all)' ~; ~..) i t c h ë d 1 i 9 ~1 t s i 1'1 C ¿t 1--, 0 P ~l C C! lïl P ë\ 1/' t: lï, ,'i;'~ t1 t II
Stainless steel rear view mirrors will be mounted on each
5 i cr t.. CI f t h :¿.. c ':\ ban d s h all h a \1 e a çll ¿\ S S ë\ },. ~ a CI 't () \/ t' }/' I~~I t: . (; 8
~5 q . it') . t::'A ~:r. c ~1 . A wid e a t1 g 1 E" ( C CI t1 \" e- :!~:> rn i r r Cl t- , :..:: b :5 q .. in.
sh a 1 1. b t? [nCI Ll I''', t tAd Clt-, ,e-ac h sid e- CI f the C ë\b bE' I CI,^-I t: h -2 ¡r '2ë'~ Y' \/ i i:·~\¡.,f
rn i yo t- CI"'- ~3 .
Air intakes with polished
a p p r CI :/~ i rf, at+? 1 y 1 t:t 8 sq. i t1. CI f
on each side of the cab.
stainless steel grills and
eff~ctiv~ area shall be located
The cab forward headliner shall b~ padded, yibbed and marine
\/ i n y 1 C CI \/ e...- +.? d . A B Spa t1 t"' 1 S '5 h all C CI \1 f;Q'- ,::11 1 Ct \l e)'- h e a d I", i )1" i tl g .
A 11 ins t yo LUff €:' t-. t P a t1 e-l s s ~l a 1], b .t;, tw' CI CI d 9 r a i n 1 ë:\ ffl i 1-1 ¿-\ t ë . 1\( CI 5 ,f::, 1 f-..
tapping screws will bE" usëd in th~ cab.
k~~~~~~_:·.~:_ ~~:_ ~~:~_~~~::~~
A :~4 i t1 .. 13r- 1:IVtAf" s t Ll t; t: ~y- t CII-l e i;':\ i ¡r h clr n sh ¿\ 11 b f:' rflCILll-'} t tAd cln t: f-} €-
cab r CII2Í a t1 d C ':1 t1 t1 e c t tA d t CI t h '2 C ~1 .::\ s s i s .:::\ i...- ~5 ';,' ~:3 t €olï, &I T h f:, h CI yo t1
W ill b €:' t.A 1 f:' C t ¡I' i C CI \1 E' t- a i 'r è:"\ c t i 'y' a t tA d L.l S i tl 9 ¿\ 1 ëU-H,), a }I" d 1. CI C ¿t t €' d
i t1 t 1-1 to? cab.
~~~~~:~ _:'~~ .~~-~.~_:- ~~:~ -~:: :~~: ~
A S ·f:, C CI tï d 2 1::1- i 1"1. C:i ¡I'" CI \; ë t- S t Ll t t f: Y' t CI l"', ë i::\ i ¡r h CI F t1 S~ h a lIb tA rfl CI lllol t e d
CI tl t 1-1 v2- C ,:'0. b 1'" CI CI fan d ': () tl t1 E' C t t? c1 t CI the c has s i S .::1 i j'- '5 )' ~5 t e- ff, II I t
s h all J:):i:,. ¿-\ C t i \/ at t:.. d b Y thE'- sa ffr .e- C CII"', t: ir CI 1 .:::t s t h t.... f i )'- S t <'::1 i y-
1-1 Cf r n .
DELUXE CAB PADDING BLK
----~~-------------~--
The cab headlin~f" and side posts behind the door area shall
b to? pad d e d a tl d C CI v e r €.& d wit ~l 2 i tl. C 1-1 a t1 n E'l b 1 a c k rn a r i 1'1 €:' V i 101)i 1 ..
It shall have 2 oz. wadding and 1/4 in. foam padding. The
b ac k i t11;1 I~ i 11 b E^ sp Llt1 \¡.,ICI'/t?tl P ell yt?':=, t <-2- ¡,- ..
~~OLL I)O~\Jt·~ ~J I ~\'DOl""S *
-~~~--_._---~--~~~
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s\'ðe~/
~
M a tl Lt a 1 1. Y C CI n t to Cl 1 1 -e- d 1/' CI 1 1 cf CII,¡.) n I....yl i n c:f () Inl ~:.:; ~::; h ë\ lIb €- ~:; Ll P P 1 i ~ d i t1
C ë\ b d CI CI"'- S . S tan d a 11" d P Ll S h - CI Ll t t Y IJ ë \/ ~:.'" n t; w i 1"1 dOl.;.) S <¿:; h all 1:> E'
i n ~:3 t ,E;\ 1 1 f! cj i t",$ f 11' CI n t CI f t h €! 1" CI 1 1 c:f CI W tl Iv"; :i_ n d r:) W 5 .
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ALTERNATOR 160A 12V LN 2824J8
---~~--~-_._~-~-~-~-~~~_._~-~--~_._~~
T.1 ë c\ 1 ·t E''''- n ¿i t CI Y" '5 h .::\ 1 1 b t" a 1 G <) a rfl fJ L e- ÿ? c 8- ~',.1 +.? \/ ill e , f(! i n i rfl Ll rfl 1 1 5
amp output at idle, with Y"ectifier. The unit shall be self
load limiting and shall have an adjustable, built-in solid
state voltage yegulator.
SF'OTL II3Hl-S ( :2)
..- -- - - -- - -- --- - -- - - -- ---
Two Unity, six in. sealed beam spotlights shall be mounted
CI t1 t 1'1 to? f ¡.- CI tl t 1 ~ f t; ¿i tl d Y" i g h t a: a I:J C CI'r" n +.? t- S . Ttl e S p CI t 1 i g ~1 t s
s h all b ~.~ 3 () W ¿:\ t t ~:; a f} d s h all }" CI tat e () n t: h t' i ):" ¿:~ ~l~ i ~:; . T 1'1 e
S p CI t 1 i g h t s ~; h all .1 a v e ...- t" ffl -:1 t e ~1 ,:\ n d C CI n -1.:: }... () 1 s 1 CI C ë\ t €" d i 1'1 sid t"
the cab.
ELEc:-r~~ I C: SYSTE1'1 C:I'-1l~SS IS
-- - - -- - ...- -... - -. -.. - -- - --- - - -. ..- - _e. ._ __
T~1 t? \/eh i C 1 €:' sh ¿\ 11 Ll t i 1 i z €:' t ',^JCI ['1 t'ë\ \/:,/-d Ll t)/ , 12-\,/ ell t b at.: t €:Y" i e-s
t.? a c .1 ~1 a v i t1 g 1 1 1 5 C: C: t\ and a:~, .:~ 5 lïl:i n Ll t i:'~ S t- ~.? S e- Y' \'¡ €' cap ¿£\ c i t y .
Bat t t" Y' :" C f"1 ¿t ..... £;1 it-I g f }... c. ffa t r'''1 +::~ ,':';'~ 1. t €:' \.- t1 a t CI)I' S h <:\ lIb €~ C c! t1 t '( CI 1 1 -f.~ db:,'
a cab lïl c. L.t n t ~:'A d bat t t?'r \.1 i S':I 1 a t CI}'- . All I".,' i t- i )'1 9 s· h all b E~ fn () t...l n t €:" d
i nth t? f 11' <::t 1"(1 €- ë'~ n d p \.- () t i.~ C t '2 d f }I' CI f(1 W ¿i t; ë Y' -:::\ n d h E' at. T 1'''1 '2- t¡J i yo i t1 9
~1 a r n ~? s ~5 ~51'1 all c c. t1 f CI '''- lïl t CI SA E J -- 1 1;~ 8 . I~ i yo i n g ~5 h <"::111 b t' C 0 1 CI r
c CI c:f e- d a 1'") (j i n d i \/ i d Ll all y 1 a b e-l E'd ë \/ 'f~ \... ..../ t 1'-1 yo E.... ê i 1'1 . CI n t ~-I €'
i n ~-; Lll .~ tic! n .. ~~ ël d i CI ~:.; Ll J:) P yo t^ S s:i. () n 5 h all 1:) .~? S Ll f fie i ,2 n t -1,-; CI ¿,II CI W
}I' a c:f i c. 1? Cl Ll i P lïl '~:' t"l t; () P i:' }... ,3. t i CI t1 "lyl i t h CI Ll t i 1'''1 t f~ Y' f -2'( of:' 1'"1 C +? n l:-, 1. I 1 Ll g S
S ~1 ~::\ lIb ~? c}"- i ffl P t :l P E' 1.,-.' i t ~1 h E' a t s h ¡.- ink t Ll b i 1'1 9 . (~l 1 1,¡.pI i ..." ë S s h ·=l 1 1
b t^ C Y' i l'fa p t ')/ P '2- I.,.J i t r,') i 1"'1 S Lll i:;\ t f~ cJ s h ¿~ 1'1 k S;, .
C: ë\ b a: CI t1 t r CI 1 ';5 ~;~ h all i t1 C 1 Ll d ~::' ; C: c. 1 €." ~-1 £... ¡" s to,? i;~. M - 7 () ~:5 b ~,1 t t ':"~ Y' Y
se-l t...c t CIY st.,,} i t c h , ..::. S t a Y" t E'Y' b Ll t t C't1 S , ~::;h Ll t -·d OWt'ï ~:;w i t c h at1 d
ignition light. All instrumentation shall be back lighted
and where applicable shall be dual Y"eading -- English and
Metrica InstY"umentation shall include; electronic
t a C .1 CI r¡'1 t? t €'}" wit h h () Ll}" lïl t' t ~}... , €:' 1 '2 C t r 0 n :i. c S p +? +.? d CI r'-I e t 'i::" t,. wit ~l
odoffi~ter, dual aiY" gauge with waY"ning lights and buzzer, oil
pressure- and water tempeY"ature gauges with warning lights
an cI b Ll Z Z e Y" , V CI 1 t fn e t e}" , f Ll €:' 1 g a Lt g~? , .:::\ i ¡,. .... E'S t Y' i c t i () n 9 ,:3. U 9 +.? ,
h i £1 h f:J €." a r'-I i n die ¿, t ()}" » ~:; ~':'~ 1 f --~ c a 1'''1 c ,e-l 1 i n £.~ t Ll11' tool s i 9 n ~:i 1 I.¡.} i t h
i n die ':::\ t CI \... ~5 and h -i:":\ Z a t- cJ s wit C 1'1 . All 9 ·;;1 Ll 9 ~ s s h all b ~.? lïl a '( i 1'1 €:'-
grade/waterproof with black bezels. An automatic thermal
r ~? s <:? t l"fl·::\ ~5 t ~?}"- r:: i '( r: Ll i t b Y" t:... ,:3 k ~:." ¡.- c c! rfJ p ~3. t i b 1 ~::. wit }1 t }ï +2- .:?\ 1 t +2- ¡.- n ~3. t CI r
~::; i Z t':, S r·'} ~::;~ 1 1 b t~ P Y' r:) v i cJ i::' d . T ~') e- r(1 a s t .~.=;, yo 1 i g h t S~ I.,ÿl i t c h ~::' h ¿:t 1. 1 r·'l t1 v t'
,::\ 1'1 .:':3, Ll t () fn'::l t; i c t ~') ~:~ t- rn .:';';\ 1 1" €." S f:, t 8 () ¿i.lïl fJ 1::> ...- .~'~... ,;3. k t' '..- . F i \/~? t" ~::" m CI t i:'
aLl t c. ffa .;':':\ t: :i. C }'. ~ S.; f~ t c i Y' a::: Ll i t; b 1" .~~ ¿l k +? or- '5 S h E\ lIb t':, Ll ~. -::;;' d
f CI 'í C a, b S P CI t -:::> I C .;::\ b h ~':'''·3 t t.^}'" , fn è'\ s t t:' 'í 1 i 9 h t s , C ¿\ b
P CI Yr. E' Y' ¿:t I'ld i £;1 nit i CI t·} . All}" CI C k '2-}" t :ll=) ~ d ash
s tN i t C 1'1 ~? S -::'5 h <:\ 1 1 1'1 <::\ \/ +? i t1 t E' g r a 1 b 1'" £... ¿~ ~:: t' Y' S -:;:\ n d p i 1 CI t 1 i g h t ~:~ . T ':::." t1
1 i £;1 h t €- c:1 ~\ c c ~'::- ~::; S CI Y' )' S Inl i t c h ~? S I,d i t h i n t e Ç.:¡ Y' ë't 1 c i 1." cui t b 1" {:;;~'::l k 'e-)~- 5
F1A131::: 7
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s h a lIb +? P t" CI \1 i d ë din t .1 €' 1:1 v £A yo h €:' ad pan €ol .
A 11 d <~~ s f1 pan +.? 1 and \r €' lay b CI a t" d S 5 h all b +.? 5 Ll b - a ~:; s €:' rn b liE" S t CI
f ,::t C i 1 ita '1.; e- rn a i t1 t +.? t1 a t1 C €.a . S IJ 1 ids tat .:::10 E" q Lt i J:J ril E' 1'1 1.; ~::; h all b €-
utilized wherever possible.
MASTER WARNING LIGHT SWITCH
-_._~-_._-_.~.~-~-------~--_._---~
t':>¡ sin g 1 E' C è1.b rnCILltï t €o'''d 51.... i t C.1 sh a 11
warning lights to include strobes,
all compartments.
activate all body mounted
b e a C CI n S J <£:'t 1"") d 1 i 9 h t s i t"r
Mt"'t\lUi-\LS (2 SETS)
..... -- - ...-- .... - --- .- .... ~ - -~ - -- - -
Two op~YatoY and s€:,yvic+.? manuals,
b e p t- CI v:i d £^ cl 1"1 i t 1-1 +.? a c 1'1 t r Ll c k .
and two payts lists shall
Service manual instructions shall include seyvice,
ffl a. i 1'1 t e 1'1 an c e a t1 (j t 'f CI Ll b 1 ~? ':~; 1-1 CI CI t i t1 9 f (:1 '( lïl a j CI 'r" a t1 c1 I'll i 1'1 CI Y
components of the chassis. A table of cont~nts, wiring and
air schematics shall be included. Parts lists shall include
d t.& S r: F :i. p t i CI n,P art t1 Ll fn b t:" \r 5 and q LU:\ tl tit it's C. f a I 1 lïl a j cqr a tl d
fit inc. yo C CI rn p CI t1 +? t1 t s .
TIRE F 11.00R20-B.O 14400 LES 2
--~~-~-----~----------------------
T.1 €- f tr C. t1 t t i }r €:" S 5 h ¿i lIb Eo''' M i C ~1 t" 1 ins t €' ~ 1 b tA I t ~? d 1 1. . () () F~ 2 () X Z A
tube type 16PR-H radial tires mounted on 20 x 8.0 disc
w h ~ ~:~ 1. s . T 1,°1 t? t i '( i? S h ë\ 1 I h a v t" thE" fell 1 () I.¡.) i 1°"1 9 C h ¿i Y' .;·~i C t ..¿~ y i s t: i c '::> :
LClad€&d F:adi LlS
O\/€-r a 11 D i afllët t·'F
O\/~?r ':=\ 11 L"J i d t h
Capacity Per Axle
113 . 8 i t1 .
.::f·2u5 in.
11.5 in.
11::~ , 4 (H) I b 5 .
All wheels and tiFes shall
Assclc i ¿':°l t i ()I'ì Y' E:\ql.t i Y t.&fftt'·t1 t os.
C CI t1 f CI1r rfl t CI t 1-1 +.?
Ti Or" t?
and
¡:;;: i fl.
TIRE RS 11.00R20-8.0 25440 LEG 4
- - -.- - - .-.. -.- - -.. --- - __a __. - __ _... - - - __ - _. __. - - __. ..._ - _... __ ___
T.1 e )"K +.? a. 1r t i y +.? ~3 S h ~ 1 1 tJ t" t"1 i s: h ë 1 i t1 ~5 -I; +.:" <:~.. 1 be-I t (0& d 1 1 . (H) f? ~'2 () X Z l\
t Uo b E' t '.l P (.& 1 r; FI F: -- 1-1 Y' ¿;\ d i ë\ 1 t i Y' E'~:} ra'1 () lJ n t °e d () tï ~7: () ..... f3 nOd i 5 C
'.;J ~"l t' e- 1 '~~ . t h ':20 t i r ~~ ~:::o h ,:::11 1 h ¿\ \/ e t h t;\ f CI 1 1 CII,¡J it" 9 c h a 1*'* -;3. C -1:; ~:?- t" i ~3 tic ·:5 :
L. c, a cf t?- d F: <3. diLlS
o \1 t.a)"" ë\ lID i a.lïl t? t ~':~ or
11;:) "8 i 1°°1 .
42 . 5 i t1 .
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0\' E"( èl1 1 L.J i d t I·',
Capacity Per Axle
11.5 :in.
25, ·44() Ibs.
All '+,1 t1 t? ~ 1 s
AssclI: i at i cln
and tirf.":'s shall
yo ~ q Ll i r' E"lï. f." n t 5 .
an rj
~: i r(1
C CI n f CI Y" rn t CI t h ~
-r i }o"" .::?
EXTENDED FRONT BUMPER:
----------------.---.--.---
Front bumper and frame shall be extended forming a cab
f~ €' ,... \" i C €:'- wa 1 k way . ThE' wa 1 k way S Ll}'" f ace S}1 all b €:' 1 / 8 1 t ¿i 1 Ll rei i n Ll ffl
diamond plat~ and ~ach side of the walkway shall be boxed in
~~I i t 1'1 1 / 8 II a 1 Ll rn i t1 Ll ffa d i ¿':\ rl"' Ol'j cl pIa t; e- . C: 1-1 i:\ S s i s f r a ffl 'Ë-' e- ~/~ t f~ 1'1 S i () n
sh i::\ 11 b €=- C Crn S t }r LlC t: ·::::,d f },. Clrfl 1/·:1-11 ~3 t €'€' 1 P I a t €..to f c...... f¡'ltAd it-I t Cr a rI C: fI
channel and attach~d directly to the chassis frameR
FF::Of\JT TOW HOOI<S:
.---.-------------
T ~I () f'} €- a v")' d Ll t Y C h i/' Cr rll e- d f 1'" CI tl t t CI W h CI Cr k sat t a c h £... d ':5 ~ C lool ir t:'" 1 "'.l t CI
the frame shall be provided.
Ef'J("j I (\(E C:O\lEF:::
---~._--_._-_._._-
C: Ll .::::. t CI r'-I ,~:' t·, gin t:;.... C () \' 'f:' r s h ¿t lIb e- C CI t1 5 t 1'" Ll C t €:~ d () f :r. / 8 " ¿~t 1 Ll r'-I i 1'''1 Ll rfl
d i ¿".\ Irl Cr t-I d 1J 1 atE'- a t1 d h a v ~ t w () s w i 1'1 9 Ll P {'::\ C C +.? S s d CI () r- '::3 , Crl'¡ <2, () n
€- a c h ~:; i cJ..¿... , +2- q Ll i ~) P €' d wit h ~:; t é:\ i n 1 €:' S 5 S t; "¿oto ë I cf () () r- ';::~ P Y' i n 9 ::> a tï d
~5 t ël i nl t? s s s t E'- tal D -- F:~ i t1 g '\; )-' P €'- 1 ate h E'- ~s . 1 - 1 / 2 II X 1:+ f1 .;'::\ 1 LlIïl i n LHfl
extrusions will provide structural support and are attacfled
directly to the cab canopy area. Engine cover shall have a
1 / 2 fit: I,'} i c k tï CI i s €~ b ë\ 1" r i f.'~ \r () t'1 i I") 5 i c1 e ~~.; Lt r f ë\ C €:' S t CI ..... t.A (j Ll C i:'~ e- 1"'1 gin e
1'1 CI i S +20 .
TRANSMISSION LOCK-UP:
---~--~~~-----~----~._-
The automatic transmission shall be equipped with a pow~r
1 Cr C k -- Ll ~J d e '/ i C to? .. T h f~ t ,.- <:\ t1 ~:::. I'n i ~; s i CI t') 1 () a:: k .-- Ll P S h a 11 pre- \,1 en t d CI W t1
S h i f t :i. 1'1 g C, f t Y' a t1 S tïl i ~~; ~::~ i Cr f} I.n' ~"I -::'~: n €:' n ÇL i n Eo" ~. P e i~'" d i s d ~ C r ':::~ é:t S E' d
d Ll '1'" i t1 g P Ll rn p CI P f£." yo ël t i CI t1 ~::; , t }1 (;' r ·é b Y r"l ë\ i n t ë.... i n i n 9 a C CI n s t .;3. t1 t; I;¡ f.^ .:3. Y"
i'- ¿l t i CI 1& T i" :3. n ';;;:, ril i ~~ ';3 i () 1""1 1 () C k .-.. ups h ¿t 11 b e s () 1 ~ tOOl CI ide CII") t 1'" Cr11 .e- d
t y~) <::' , aLl t CI f'-I a tic .;:i 1 1 '.l .:'::\ c t i 'vi a t ~::~ d ~,J h €:~ tl p 1 .::\ C i n g p Lllïl P i t1 I;;} ·2 a 1'" .
Ty' <';:'tn :::;Iïl i S5 i ern 1 CrC k -···l..lP ;::;h <::t 11 b f~ ¿;\Ll t c'rfl<::\ tic a 11 y d eElC t i V' ¿t t ·:~d wh ~tl
disengaging pump for normal road operation.
EX 1",!,ó¡UST:
-----------
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The chassis exhaust pipe shall be extended to the front of
the Y' i £1 h t 1r ~ a r w he- E' 1 . A h E' a t ~5 fo, i o:? 1 d ~:; h all ë\ 1. S CI b ~ P )r c! \1 i d €' d
to protect the body and compartments fyom excessive heat.
FULL CANOPY HANDRAIL:
--_._---_._----_.~-.---~----_..---
F Ltl 1. C i:\ 1'1 () P Y h an c1)/O i:0:\ i 1 s h a 1 I c () tM¡ S i s;; t c. f CI tl to''' t M_ l / 4· II O. D .
stainless steel tube at the sides and roof at the rear of
t h t? C ,::\ f) CI P Y ~~^ ~~ t t.^ 1'1 5 i () t1 . T ~o, e fl ,o:~ tl d 16' ail i S 111 CI Ll t1 t: e d wit h c 1'1 tM 0111 '2
C ~ n t ~~A....· ~5 t a tl chi Cl tl s'; a tl c1 t IN CI e tl d s t a tl C ~1 i CI n s .
CAB DOOR ASSIST HANDRAILS (PAIR):
- -- - -.. - - -- -- .- -- - -- - - -.- - -- - - -- -..... ---.... - -- - - - - .-- -
C: a b d c. () r ¿;)o S s i ~:; t ro') '::1 tl d yo a i 1. s ~:;;. h i:\ lIe (:1 tl S i ~3 t CI f () n e 1 8 rt S t è1 i n 1 -e- s s
.:; t ~? €:' 1 t Lt b t? , 1 - 1 / 4· 11 0 D , wit 101 C ~1 r CII"1"1 est a tl chi CI n S CI n ~.:: 0;3 C 1'1 en (j .
They are to be mounted directly behind the door opening, on~
to? a C ~1 S i c:1 +? CI f t ~1 +? cab.
F r-;: 0 t"fT t·1lJD F L PI F' S :
--- -..... ..- - -.- .- - -- - - -- --
Mudflaps shall b~ black hard rubber installed on the ~ear of
the cab front fenders.
~:E~i:~)~~ ~01UDFI._to,F'S:
- -- --- -- --. -- - -- -- .- ...-- .-- - -
MLlCf f 1 ~3.p 5 sh ¿t 11 bE' b 1 ElC k r·ool ¿t ¡o" d ¡'O L.lb b ~o:~r ins t: ¿t 11 f:'d cln t; h ë Y' ·:~¿t yo CI f
the body wheel wells.
REAR TOW EYES (PAIR):
_________~___H.__~__~~_
F~ €:' i::\ Y'
S t t.?€:, 1
f ¡,. ¿=:\ rf. €:" a
b () a ¡.- d .
t: CI W ~ Y t" S 5 h ë\ lIe () tl S i =; t () f t W CI 3 / 4 II t h i c k , ~ï €' a v y d L.t t )' ,
t; CI W €- Y €' sse C Ll r €:' 1 y <':3. t t a c h e- (j t CI t 1'1 E'- i tl S i cl e CI f t 1'1 +;?- t ¡r Ll C k
PI C C e s ~5 t () the t CI W €:' Y t... ~::; ~~ s h <:\ lIb €- 2\ b CI \l t' t h €~ ¡,. €o'~ 21. r t ¿t i 1 --.
TRANSMISSION QUADRANT LOCK:
--~--_.-._--------..._--------------~----
Automatic transmission gearshift
stainless steel knuckle hinge
t r ¿t to} ~:~ lïl i s s i CI n ~~ h i f t: t:' r i t1 P yo CI P t:" 1" 9 t" a r
1 CI C k ~5 h all C CI.-1 S i ~::; t () f ¿:..
t h \;~\ t w ill 1 CI c k t: 1'1 e
d Ll1'0 i n 9 p l.l rfr p CI P €:' \r a tic. n ~s .
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ENGINE RUN LIGHT:
.- - -- ..... -- --. -- - .-. -... - - -... ..- - .- --.
An engine run light shall be located on the cab dash and
w i r €:' d i t1 t CI t h ~:' C ~'} ,;3 5 S 1 S i g nit i () 1'1 .
BATTERY CHARGING RECEPTACLE:
- - - - - -- - - - -- -. - -- ..... - .-- -- - -- ..-- - - -- .-- .-- .- -...
Battery charging receptacle shall be the recessed type with
.:::\ w ~2- a t 1°1 €:' r 1:) Y" CI CI f C 0 v ,~~'...- . F:: €:' C +.? P t a c I +.? S h è.' 1 1 a 1 S CI i 1°1 C 1 Ll d eo a
polarized battery charger plug"
AF'F'A~:A TUS BODoV:
- - - - --- -- - - -.. -- - --- ..... --
The apparatus body shall be entirely cQnstructed of
a 1 Ll fn i t1 Ll fll . T ~l +.? C Cllït p 1 °t~ '1.'; E' b CI d Y f },. a rfl €-Io W CI yo k S ~1 all I:) E:, C CI fil P 1 +2- t ~:'Io 1 Y
constructed from 6061T5, 6061T6, 6063T6, and 6063T5 aluminum
alloy extrusions. To form the framework, these extrusions
are beveled and el~ctYically seam w~lded both internally and
e- ~/~ t e ~o- rl all y ,:0::\ t 'l.:'A ë1. C h j CI i n t Ll S i t11~ 5 3 ~:5 Gal Lllïl i tl Ll.lïl ¿;-t 1 1 () ':l !wI ~~':' 1 d i t1 9
w i yo ~ . E a c h b CI d Y' r: Cf },- n t^ }r ~::, h ¿ll 1. b t.1o a 5 'I :/~ ~5 II 1'''1 () 1 1 () I+J -:';";'1,1 U lï, i tll.llïl
6()63T~S a 11 CIY €' :.< t; }.- Lld ~.?d C Clr 1°1 €:'Y' se-c t i Cll'l In'i t h 1/8 II (. 1 :25:> wa 11
t hie k n E.,A S S a to) d s h ct 1 I b ~ W t? 1 cf '2- d a ~3 ani n t €' £;1'( alp a Y' t CI f t f") ~
f r a fil E' I.,.) CI"'- k. T1-1 +.? ':5 +? C CI}" tl €' 1'- €- :/~ t t- Ll S i CII'1 S ~:} h .;:;\ 1 1 }"I i:1 v f:\ ,;;:, :t -- 1 / 2 II (1. ~S)
() Ll t sid ~ ),. ¿-\ diLl s a ti d a f L.ll lIt' n £fG ~1 1o / 8 II ( n 1 25 ) :i. n t; '2")'- tl a I
f:' :/~ t },- Ll d t.?- d 9 Ll '5 ~5 +o? t " T 1°1 e h CI 'f- i z () 1'1 t; .;;:l 1 f t- Ellïl E' ffl £10 fIt b e 'f- <:? :/~ t ),- Ll '::::, i Cll'l 'S
S h all b t..A 1 _0" 1/2 t I (:L. 5 ) >~ a::~ II ë\ 1 Ll fil i t') Ll f'-I lJ (> E. :'; T S a 1. 1 Cr:l t",} i t h 3/1 6 II
( . 1 875 ) I.,.) ¿:lIlt h i C k t1 €:" S san d ~3 / 1 G II ( . 1 ~3 7 5 ) 0 Lt t s i cl '2- C CI yo t1 ~ Y'
Y a (j i Ll S . -r h e- f )r i::"\ lïl €:' C),. CI =") S r"l E~ rfl b '2- },. tA :/~ t; '( Ll S i () t') S S 1'1 :31 1 b E' 3 If :'{ 3 "
a 1 Llffl i tl Ll r1"t 6 () 6 1 T 6 all c. y wit; 1°'} 3 / 8 " (. 375) In' ë\ Ill; hie k tl ~ '~:' '5 . 'Th t,? s e
CYOSS membeys shall extend the full width of the body to
S Ll J:J P CI r t t 1°1 €:'- a: CI ra', par t rfl e tl t s . T ~1 t.? a: r CI S S ra'1 E~ lïl b ~? r s s h <":11 1 1:) €- I.,.) e- 1 d to? d
to a solid aluminum 6061T5 alloy frame sill extrusion that
i s 1 H_ 3 / 1 6 11 :/~ 2 II a t1 d i -:;; s hap t.? d i t1 C CI n t () Ll t- wit:; h t }1 ~.? C ~ï ,:':\ 5 S :i '5
f r arf,€" yo a i 1 s. T~l e wh ee-l w€' II f}r arflE' sf'} ¿tll be- C ClI'l S t: 1'- LlC t e-d f}'- Cllïl
1 ..- 1 / :2 II ( 1 . 5) ~/~ 1:.1- II ':"::ll Llffi i t1 Ll fa', G () 6 3 T 5 a 1 1 CI)/ e- ~/~ t r Ll s i CI t1 S ~51 CI t t <:? d
the f loll 1 1 ~:":'~ 1°-) 9 t 1'1 t a:) ~] ,t~ r In i t ¿:\ t1 i tl t ~'~ yo t1 ~':\ 1. 'f i t c. f 1/8 J 1 (. 1. 25 )
fir E.~ .;'.-:\I=> P -3 Y" .;':';1, 'I; Ll s q Ll ¿;"\ 1 i '1.:: y ~':11 Lllïl i t1 Lllïl t 1'- +2- 61 d I::>}r i t +2 a t~ 1 1 ':1 f t 1"1 '2-
smooth aluminum plate and fiye apparatl.lS quality tr~ad brite
Ll S +Z:' din b CI d y C CI n s t 'r- Ll C t: ion '::; ~l ,:3. l' 1, b +2- ,::11 Lllïl i 1'-1 I...l ffl ~3 () () ~:3 H -- :t 4 i::l 1 1 CI Y .
t" 11 h CI r i Z CI tl t ¿i 1 S Ll Y' f a c f:'":=' , 1'° ~ a Y' ~::} t "s" p ~;S J }r lol n 1'"1 i t"~ 9 b CI E:\ )" d ~:s ,
walkways, and the Y"ear body suyface shall be welded aluminum
fire appayatus quality tread byite.
S 1 a t1 -1; E' d b t:?.;3. \/ +.? r t -::"1 i l~:, ~5 h all 1:) ~ P ¡,- CI v i d~? d i':1 t t: 1"1 +2- }'- t.? -::1. 'r- CI f t 1'1 e
b CI d 'J' . T 1°°'1 i? ~~ ,~o~ t] 'f:~ a v' t~ t- t .:":';\ i 1 ~::; ~.:' (,0) all I::) f~ <::r. ~] art (:1 'f t h t~ b CI cr y
f ...- a lïl tA I.¡J CI..... k ~\ t\d ~3 h all [) tA d tA S i 9 n f~ cI t CI g i \/ tA <::\ d d e- cl S Ll j:J P CI '1'- t t CI t ~l €-
1""" t"' c1 Y 5 t tA ¡:"J . ThE-)r f~ ,::\ Y' ":::) t v? P s r'''1 ~':\ 1. 1 b E~ ~,v tA I d t^ d t CI thE' b 'Ë"' a Vo ,£4 }o" t ail s
f r CI ffa t 1°1 €:' Ll t1 d €:' r sid €- CI f t h ~:~ b () d Y ~3 CI t h <::l t t ~1 e t- €' a...- E' t1 CI €:' ~/~ JJ 0 S ~':!- d
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welds between the beaveytails and
b €:' ¿i \' t? r t ail s s fî i::11 1 b £... C CI t"\ S t r' Ll C t ~::... d (:1 f 3 re
all CI y ~ >'~ t .,.- Ll S i CII'1 S wit h 1/·:.1- It (. 25 :> '( ë\ d i Lt ~5
( . :I, 875 ) \,..j <::11 1 t r,'\ i C k 1'1 e S~:; . B (:, i:':\ \/ e- Y' t ail s
'( €'I: E'~5'5 €-d ';5 tel::> S C cln ~5 t yo Lll: t E:~d () f 1 /:2 I' (. 5 )
alloy flat bays that aye welded in
a 1 Ll rfl i n Lllïl e ~l~ t yo L.l -:5 i CI t1 ~5 .
t I,') e r +2-.£::\ }" s t <-.'::' P . T 1'1 t:'
~l~ 3 ,. a 1 L.llïl it') Llrll be)b 1 T 5
.: CI r t1 €- r ~'; a tï d 3 / 1 (; .1
shall have built in
~/~ 3 .1 i:\ 1 Lllïl i n Ll r'-I G () 6 1 T 5
b 't':'~ t ).¡J ~;" e 1'-1 t h €' 3.1 y~ 3 ..
T I,", e b CI d Y s r'1 all ~1 <:~ v ear,') i:'~ a \1 Y '(:i. b b f~ d Et 1 Ll r'-I i t1 Ll rfl Y' Lt bra i 1 ¿i 1 CII'-I g
eac h sid €- CI f t 1-1 <~ C ()rÎlp art lïlt.?-I'l t S ,'::\t1 d t 1'1 +.? rea r '5 t ~::"fJ . T~1 ~'~ r Llb
r ail ~5 s h all be C CI t1 S t '( Ll C t t'd (:1 f 3 - 1 / ,4 n ( 3 . 25 ) :l.. 1 /2 rr ( . 5)
aluminum 6063T5 alloy ribbed extrusions.
TI" E;' b cld'./ f') CI'5e b 'f~cl ~:::,h a II C ()n s i ~:; t CI f 3/ 16 II (u 18-75) a 1 Ltrn i tOO, Llril
3()()3 H-1 L:J. i=\ 11 CI',/ ~5r"lclclt h IJ 1 ,::1 t f:" WE,l d ~.?d t':l t ~1 to? +.? ~/~ t .,... Lld ~?d
f '( 2~ ffl t:' I.¡.,I CI r k wit h ¿-\ 3 ,. ~/~ 3 I' €,,, ~~ t \,. Ll S i ':1 t1 J.."; €ol d e d t CI t h +2' t CI P t CI
match the lower body rub rails. This extrusion shall have
1 / .:.1. II (. 25) y a cr i Ll S r- CI Ll n d t? d C CI r t1 E'r s ¿-\ t1 d a 1 / 8 II ( . 1 25 ) wa 1 1
thickness. The hose bed compartm€-nt deck shall be entirely
C CII'''' f:5 t \1' L.l C t: ~:~ d f 11' () lïl If' a i t1 t ~ 1'1 an c ~ f r e- t? 3 / 4 'I ~~ '7 -,- :I. / 2 r I h CI 1 1 ClloN
aluminum extrusions welded into a one piece grid. The hose
b £"d €" ~l~ t '( Ll S i CII" S SVI a 11 h i:;\ VEA ¿l )" ad i Ll sed \r i b b 't~d t CIP £-:;Ll Y' f ac E" t h ël t
i S C clrnp 1 ~:'A t; €' 1 Y é1t1 CIC:l i Z t...d . Th t.~ ~'\ (:as€' b ·::::~d sh i::111 b €:' 1 CI C at f:'d
c:f i },o ~ c t 1 '.l a b CI V f.A t (''', .2- b () CI S t: £. r t ë.-\ n k ë~ n d s; h all b i:'~ C Cllïl~) 1 ;2- t ,~~ 1 ':l
r e lïl CI \/ ':':~ b 1 e f CI 'f- ace E.... S s t () b CI CI S t: ~Z.A r t <:1. n k .
A 1. I b CI d Y C CI rfl Pel )r' t fil i::" n t ~:; s f"'1 ell 1 b ~ C CI n sty· Ll C t: Ii::" d f 'I" Ci n'. 1 / 8 II (. 1 25 )
f CI'(' m -f:~ (j -:::ll Lllïl i t1 Lt lïl 30 () 3 I-~ -- 1·4 /::111 () './ s ra'1 CI Cr t 1-1 f':> I ¿l t ,~ . t~) 1 I
C Cllïl pay' t rfl E" n t f 1 CI CI \,- ~:; s r,·) ,:':,:\ 1 lb·:;;:.. c () n ~s t yo u c t ë d 0 f all..t lïl i I''', l..l m f i \" 'ë
a 1::> p a \,- a t Ll S q Ll cl 1 i t y t r- +2- ,:;';\ d tJ r- i .); E' Iy'J €,'" 1 d ~2- <:1 i t1 1] 1 ,~':\ C ~.? . ,,~') I 1
compartment seams shall be sealed by using a p~.,...manent
p I i i::1.IJ 1 €- S i 1 i C Cll'l E' C .a Lll kin g. T 1-1 ,2 C CI rfI1:) a yo t r1'l e n t: '5 S h ë\ 1 I b t? f&'I.£::1 chi 1"1 ë
louvered for adequate ventilation. The external compartment
t CI P -:3 -::'5 h a I I b e C Ct n :'5 t \,- Ll C t +:A d f .,... CI tïl 1 / 8 II (. 1~:: 5 ) f i 'rOO €- 2\ P P i:\ .,... a t l..l S
quality tread br-ite and shall be formed outwayd to deflect
In' ,a t £.... 'f .
C: CII"'1 P ë"t 1/' t I"'. 'i:~ t1 t c:( () Cr Y' :5 ~:; h all b '2- C CI n s t '( Ll C t E'd .2- n t i it' -2' 1. ':/ f)" CI fil
aluminum 3003 H-14 alloy smooth platE' using a box pan
configuration. The outer door plate shall be constructed
f r () ("'1 3 / 1 f~ f I ( . 1 8 7~"5 ) .::\ 1 Lt ffl i ti L.t lïl pIa t e- ël n d t 1'1 ë i t1 n ~2' ),- P ':";l n s ~::' h E:\ 1 1
h a \/ E~ a L;f 5 d e £;11" £... t? b E~ n d t CI f CI Y' Iï, ani n t e Y' n aId rip ii' è\ i 1 . f\ t / ':+ I'
( . 2~.:j :> d )... a i t1 h () 1 t.? S h è1.1 1 1::> t.? in's t .;:\ 1 1 t~ din t ~1 €- 1 CII.¡J ~::'A '( C ()'( tï :::0 Y' S () f
the inside door pans for drainage. Doors shall be fully
1~~';3. ~3 k ~~ t ~.::"d I.;.) i t; h C I CI~5~::' d c ~::' 11 t1 t,?- Ct J:1'r, t.? t1 f..' SfJ CI n g E" " Tl'\ +? [J ask E' t ~::,h ¿:\ 11
h a \/ i:~ è\ c:f)" i p r i:':\ i 1 ~; f'''1 i:':\ P t" t () C ¿:',1" \,. ~i CI f f W i::\ t £A '(. .. T I,", ,,':"~ C () lïl P ë"t \" t lï. e 1'1 t:
d CI () r s 's h ë\ 1 1 1'1 .:':\ \/ ~? c1 a:) lol b I ë cat chi n g t I-N () P CI i n t ~5 '::\ f ~? t './ ~51 .;':':\ ffl
latches Eberhard #206 0'( equal, Yec~ssed inside the double
d Ct () '( p .;':';\ n . t_ .;:::\ t c h ~'~^':5 ~5 h ,:':';ll 1 lïl t.? e' t ~5 t .,.- t,?, n 9 t ~') '( tz.... q I_l i '( ~~ rn ,~~ tï -1.:: ~5 f Ci r
p ël ':;) ~-=j i?- n 9 .:::~ \,- cf CI CI1'-~:; El ~;:; S ,] ~::' C i fit" cf it') F '2' d e r Ell r·1 c, t CI i" '.../ ~::' f'-, i c 1 £A S El f f:^ t '.l
Standard #206. Door handles shall be heavy duty stainless
s t ~':~ €~ I I"~ a n s e t1;-; f 1 Lt :::) h lïl () Ll n t; ~ c1 [t -- Y' i n 9 fì i:;\ n rj 1. €:' S . T 1-1 £... [) -- r i n g s s h ,:;:\ 1 1
h a \/ E' ¿::\ S 1 i g h t I::> \,. f.'~ a k t CI f <3. C i 1 i t -:::t t +.? +.? a s y <:1 C c e- ssw h i 1 f:' Ll sin g
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P A ':::i E
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apparatus body with full length stainl~ss steel piano type
hinges. All vertically hinged doors shall have a stainless
steel spring with restraining cable as a doo~ hold-open
d ,,?V i c€-. T~l ~.::^ 5jJ r i ¡"} g ~5h a 11 be at t ë\C h t2'd t () t: ]-'} t,? d CI() 'r" at1 d t 1"1 e
C CI rfl p a 1" t rl'r e t'} t bye a 5 ë ë~ 1 Ll rn i n Ll rl. b yo i::1 C k €- t s .
T 1-1 t? r +.? ':~ .,.- C CI ffl ¡:J a \,. t rfl t? t"1 t d CI CI·.... ·s S.l .;::\ lIb €' C CI t1 S t )r Ll C t ~'~^ d CI f 1 / 8 II
( . 1. 25 ) ë\ 1 LUï, i n LUll f i 1/' E~' ¿t p p a ),. a t Ll S q Ll a lit ~l t: r €- a d b \1" i t; e- Iv'.) i t h t h ,~:'"
inner door pans being constructed of smooth aluminum platen
T h ,~:~ C CI fl'l P 1. €o^ t t^ ¿:\ P P ¿'t 1'" at Ll s b () d '.l s t )r Ll C t Ll Y' t^ 4,;;) h all b t:' f Y' ë i:' f r Cll'fl
n Ll t ~'5 , b CI 1 t ';5 , an c1 CI t h t't- f ë"~ ~'5 t t.? tl e r ~5 . Up CI t1 C Cllrl p 1 t.A t i CI'¡ CI f t tl t'
weldm~ntJ the body shall be completely sanded and deburred
for the removal of all sharp ~dges.
L eft a t1 d }.- i g h t s i cf €- pLUff ¡] pat·) e I s S ['1 a 1 I b ¿'" 3 8 - 1 / ~"2 II wid ë 1~ 58 fI
~1 i g h a t1 d S .1 a I 1 t.J e C CI n ~5 t t- l.l C t ~"":' d CI f 1 .:.1· gaLl g est a i nl €:' S S S t ~.;~ ·~'~"'l
with a brushed satin non-glare finish for lasting app~aFance
and t.?a';5~ clf rl.aint€:"tlanCE'. Tlli::.... clpt?Y"atcl'(S cClntY"clls ¿,nd gë\Llg~?S
s h all b E' 1 CI cat £'" d é":\ t t h €.. f () Y' W ë1 Y" d P CI r t i CI tl CI f t h i? b () d \./ CI n t ('1 +?
left side pump panel. Both pump panels shall be completely
r £^ rfl CI ''¡ ¿~ b I f..A .
-rh €:' <3P P'::t Y" c1 t Ll S b cld ~l sh ¿ill bE," f as t E'"tl €:,d t CI
5 / 8 II ( . 625 ) 0 D s t E' €:' I U ...- b CI 1 '1; s . 5 / 1 6 II ~l~
'r" Ll b b e r s f1 ë\ lIb t:' l.l 5 e (j t CI k ~ t:' P t !·"r '2' b CI cf \:/
with the chassis frame rails.
the chassis with
2 II fib ~£;:"" Y' or <::-:.. i n of CI'( C ,e-d
f~ame sills contact
C:Ot~rF'A~:T~1EI'JT A T IO[\J
---- - --- --- -- - - --- ---
The compartments shall have
total usable storage space.
compartments as follows:
.;=\ lïl i n i lïlLlrfl () f 85. 5 c: l.lfJ :i, c f f:"£At CI f
This a~ea shall be divided into
F}" c¡n t :
T "1 €:' r" f~ s ~'1 all b e CI t1 ,t~ t}" ¿:t ~-I S \/ f:' Y' ~:; .;:"~^ C () rfl p Er. Y' t rn E:~ tï t: a h -t'~ 2\ (1
CI f t ~1 €:" P lol ra'lp p ,::\tl t? 1 '".) i -1:; 1-1 cln <:~A \/ '~'"r- t :i C a 11:l tl i n g E..d
door on each side. Th~ compartment shall be ap-
p r CI ~/~ i lïl a t t,;;' 1 y 1 7 ,t I.,) i cl to,? >~ 3 () It h i 9 tl :/~ 7 () I' E:~ C Y" () ~5 S
and shall contain 20.5 cubic feet of storage.
T ~1 €' d CI CI ..... CI P e tl i tl 9 ~5 h all b t,? 1 7 II wid '2- ~/~ .:+ 7 I' "') i 9 "1 II
T 1"1 €:" i t1 t1 €:' Y" P ë\ tl e 1 () f t ¡r 2\ t1 S \l ~? 1'" see () ra'1 p ~':t 1" 'f; ra'1 ,2 tl t s h all
a 1 S CI ~1 a V" ~? t I.¡J CI jJ Ll fa', ¡:J ace (~^ s s d Ct CI1" "5 t; hat ¿~ )" +,? ::;:: 1 II
wid £.. ~< 3 1 II r-1 i 9 h t CI f a c i 1 ita t ~~~ Y' .;;':~ p i cf :5 E:' }'''ý icE' <::t C -.
C £A ~~ '5 t CI P i J,J i t1 g, \1 èll ~.¡ t:;~ S , P loll"flp ë\t'\ din':;::, t r Lllïl <:?n '1:; -:':l-
t i ()t1 .
There shall be one tool compa~tment b~low the
t }" .;::\ n s v' €,}'" S €:" C Cllïl P a }.- t rfl t.? n t () t1 ~::-. .::1 c h ~5 i d ë . E~ 21 C h c () I"n--
p ¿;\ }/' t ra'I't~ n t s r,'} ¿::\ lIb ~::' 1 7 II lop..) :i, d t~ 't' 1. 4 II h :i. ÇL h .'.. :~2 () II
dE:" +,? fJ i:\ n d C CI n t a:i n ~"2 II 5 C Ll b i c f ,;.? €:' t 0 f s t () Y" a 1:1 <~ .
T h ë '( t,A S h .;'::t lIb tA Clio·'. i:.':'" b .;;:t t t i:':' Y' ~i c () rfl p .£:':t 1" t ra', f~ t.., t () tl t:' a c h
s i (j eat t 1'1 t,? can (:1 p :/ ,2 n t '( a tl C ,¿... .;'::~ }" ~2- .;';:l liJ i t h ¿~ I i f t ...- Ll P
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tread brite cover. Each compartment shall be
2\ p P 1" Cr ~.< i lïl·;3 t 'Ë"' 1 Y 2 -4 If 1 CI n g ~.<, 1 2 fI wid t' ~!~ 1 1 II d t' e p
and contain 2.0 cubic feet of storage. The com-
p ¿:\ Y' t if I ¿"' tl t CI P €:' 1'''1 i n £:1 s ('1 all b E' 2 ':1· tI 1 () n 9 :....~ 1 2 II I.,yl ide a
Left Side: There shall be one compartment ahead of the
rear wheels with a vertically hinged single
(j C!CIy" . T1-1 €:' C ClfflJ] a t- t; 1"11(:' tl t ~5 ~1 all be ap p r CI ~/~ i lïli:.':\ t €:' 1 '.l
23 n wid €:' :..; 27 fir·') i 9 h >; 2 () II cf e- t.^ p a 1""1 d C CI t1 t ,::l i t1 7 a ()
C Llb i c f t2-€-t CI f s t clr ag t? T}1 €:' dCIJ:I"'- CI~"J etl i n g sh...=\ 11
b t? 23 r I wid ~ ;;~ 27 t 1 fl:i g h .
T h €' Y" e s h all b e CI n e C CllïlP a '( t rn E' n t b t:' h i n d t ~1 to? t- t' a r
wheels with vertically hing~d double dooys. The
c C1fflP a...- t r"l~ t'1 t ~5h ë1 11 be ap J:J"'- CI ~,~ i lïla t t? l)i 3t) II Iv'J i d to" 7~
27 If h i 9 f¡ ~/~ 2 1 rt d e t:' p a t1 d C Cr n t è1 i t1 1 2. () C Ll b i C f E:' t:' t
CI f s t CI"'- a. g E," . T h t^ d CII:I t- CI P e- tl i t1 g s h i~;1. lIb €- 34 It 'wI i (j t?
~/~ 27 If h i g h .
R~ar: There shall be one double door compartment at
the Fear step betw~en the beave-rtails. The com-
p ¿u" t rl"l e t1 t s h a 1 I b €' a p p yo CI ~l~ i lïl a t t^ 1")1 ,:~. 8 II wid €:" ~/~ :27 II
~1 i g ~1 ~!~ :24 II d t? ~ JJ. The C CJ ffl P a yo t ffl €- tl t S ~1 .:":\ lIe CI n n t::' C t
with th~ rear side compartments to form a
t yo .::"\ n s \/ E' '( 5 e- C CI ffl P .;~ r t flr·e- tl t a tl d C CI tl t a i tl 1 8 . () C Ll b i c
f f.A ~:':~ t c, f s t CI yo ë\ 9 ~ . T I·, e d CI C! 1'- CI P é t1 i n 9 s h ët lIb €- 4· b I r
101,,1 i d f;' ~.'~ 27 I' h i g h .
¡:;;~ i g h t Sid e : T t'''1 ·2'( 'f:'" S h ¿-=t 1 I b €~ CI n E' C CI fir p El Y' t: tïr e t1 t b ~ r···, i n d t h .i::- 1:' ~ a ',1'
~...J h ~ t' 1 s '.¡oJ it}, V to?"'~ t i r:: all './ h i n g '2 d d CI Ll b 1 i?- d Cl () Y' ~:5 II T ~1 -2.
C () lï. par' t r... e tï t ~~:. h i:\ 1 1 b ·s' ¡~\ P P ¡r () ~/~ i fil z;\ t eo 1 y: 36 II I.¡J :i. d €' ~/~
27 II ~1 i g ~1 ~/~ :2 1 II d f_" .:~ J:J a t"'1 d C () t1 t: ël i t1 1 2. () C t..l tJ i c f €:'~.? t
o f s t c! 'r- a 9 ë . T h £" e1 CI CI ).- CI P f." t1 i n g ~:> h all b £" 3 ,4 II wid e-
?< ~2 7 II h i g ~1 .
The it" e- s fl a 11 b f~ CI t·} e c -:1 rei p :~:\ r t l"fl ë t1 t: ¿t r··) e a d CI f t 1·1 E'
rear whe~ls with a vertically hinged single
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23 'I wid e- ~/~ 27 II 1-1 i g h :/~ 2 () II d E' E' pan d C CI t1 t a i tl 7 a ()
cubic feet of storage. The door opening shall
I:J +2- 2 3 II \.\.1 i d t? ~/~ 2 7 " 1-1 i 9 t·) .
LEFT HIGH SIDE COMPARTMENTS:
- - .-- - - -- - - - -- -- - ..- - - -- - - - -- -- -- - - .-- --
ThE:' apparatus body shall have high left sid~
C Cl rfl p a r- t ffl E.^ n t ,:\ t i CI t1 . T tl e- h i 9 1·, sid t\ C CI ffl jJ -:....:.\ .,.- t rn t:' t1 t -::\ t i () n S~ h ....J. 1 1
C ()n s i ~~~ t CI f t ~'yICI (2) r: C'rfrp -~ Y' t lïr{~'n t ~:; ~,..} i t 1''"1 h ()¡-.. i z ()n t ~:':i.ll Y ['''1 i n.;;.¡ ·:::'d
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Eac 1"1 C C'lïIPëtY' trÎ'''i:~nt shall b·~ i::\PpY' ()~.< i l"flat (:-1 ':/ 54 II wi dE' y~ 2':;111 hi gr'l
:/~ 1 () II d ë <:? 1J. t T}, t~ h i 9 h sid .~ C () HI par t rn +.? t1 t .;':;\ t i () t1 S h .:::11 1 i n C '1'- è .:::1. ~3 ~
the total usable storage space of the appayatus body by
a p p r CI ~/~ i ffa i:.i. t (:-1 y 1 8 C Ll b i C f ~.? €:' t . T ¡"} t.? d CI CI r CI p e- n i t1 9 CI f (." a C .1
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RIGHT BODY COMPARTMENTS:
- ...- - - -- -- - -. ...- -.... ...- .- - ....- ...- - - ..... - - ...- -- -
T h t~ a p p ë\ '( <:1 t L.l S b CI d Y' s h .;:':\ 1 1 h ¿-\ \,' t!' a 3 / .::t. 1" i 9 h t sid (,4 . T I·", t'1"" t.^ 5 f"l .:3.1 1
l) t.? t ~~ () ( 2 ) C () tïl P 2'\ Y' t lïl €.^ n t ~5 I.¡J i t h ~1 CI r i Z CI t1 tally ~1 i n 9 e- d f CI 1 cj d CS IVY' t'\
doors centrally located over the rear wheels. Each
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d t? £1. paT "'1 €:' S E~ t Iy'} CI C CI ffa P ¿:\ 1r t r", e t1 t~.5 S I,'} all it-, C r €~ ¿-\ set h €:- t cs tal u S ':::\ b 1 E~
storage space of the apparatus body by approximately 9.4
cubic feet. The door opening of each compartment shall be
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plate 3003 H-14 alloy II All water tank seams shall be both
i n t £A r t-I a 1. 1. )l ¿;'~ {"'I d ~':'~ :/~ t ·t~ }:. t1 E~ 1 1 Y w ~'~ 1 d t" d L.t S j, n £1 5 356 ~::\ 1 L.t til i n l..llïl <':':\ 1. 1 c, Y
1.,aJ E' 1 d i t1 g w i t- +.? .
The tank outlet shall be located in the sump, which is the
1 CII.¡J t:' S t P c. t" t i CI n () f t h to, tan k. T ~1 E.... t a t1 k t CI !J Ll ffl P 1 i n <:? s h <'::\ 11 be-a
d i \'. i::A c t s t 1" ¿, i Çl h t 1. i r} e t CI P £110 1" rn i t: lïl a ~/~ i lïl Lllï. IvY ¿-i. t ë ¡..' f I CI yJ .. f:3 '.".,1 ¿'. '5 r··)
fJ a...- tit i cln ':::;, i::\ n c1 b ·;':1 f f 1 ~:~~'5 sh .:'::'\ 11 I::> t:' i t1 S t a 11 ~.?d ,::1 S ~:::. p f! r:: i f:i. ':;~... d i tl
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service. Th~ lid shall be completely gasketed and fastened
t CI t h t;, CI Ll t ~;;. i d i~ f 1 ,::;'t n 9 -e. CI f t h t^ Iy.,I ~;';'l t t' Y' t El n k "¡or' i t h 5 / 1 b r I ( . 3 1 ;~ 5 )
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P of:, r i rfl'~ t i£:' Y' () f t: r"1 £1. t i:':ln k .
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t CII.¡J f:" t- , wit 1-1 rfl <':3. n Ll ~':\ 1 f i 1 1 and CI \/ tA t- f 1 CI v.,1 1 CI C 2l t ':~ c:1 a t t ~1 e- 'f CI1'- I·;')'::l 'r d
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rei a ~,~ i lï'Lllïl t 'Ir ë\ C t i CI tl . T h t:' ':::. Ll}/' Çl,t:'I t: c~ I.,v' e Y' ~~ h E;'t 1. 1 [""I ct. \/ ë é:'\ h i n g "i:':, (j C CI \1 t^ lr
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-r h e t ¿~'t t1 k S h ':::'~ lIb E,A lïl () Ll n t E.... c:f () n [.,01 ('::\ }I" dr Ll b b £...},. C L.t S h i () n s t () P }/' E' \/ 1'2, n t
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C Cfr r clsi Cltl.
The booster tank shall b~ completely r~movable without
d i s t Ll. b i t1 g CII d i S ffl CI Ll t1 tin g t ~1 i? a p p a ~- at Ll s b CI d Y s t }... Ll C t Ll t- t' .
BODY TF~Itlr:
-----.------...--
The body trim package shall include the following:
E{ rig ~1 t f i t1 i ~31·1 t? >.~ t t- Ll d ë d a 1 Ll ffl i t1 Ltf¡"1 d tM i j::> '( ç::\ i 1 s h all b ~ i tl "s t .~11 1 t' d
CI \l €- \" t h ë C () l"fl P ,.:.;t. Y' t fll ~=' t1 t d CI CI -r- s .
T 'wI CI ( :2 ) s tan chi I:) t1 C ,::\ S t i t1 9 s S 1-1 all b e fll CI Llt1 t t'd at r E.A a r () f t h ~
a P 13 a l' at Ll 5 a b CI V t.A t h tA f1 CI S t' b €."' d J CI t"1 to' CI t1 e a c h ~~;. i d tA a The
s t a t1 C t1 i CI t1 S ::J1.~ lIb ë 1 2 II 1 CI n g >~ 3 - 3 / .:~ II ,'''-' i d t2- ~/~ 3 - 3 / 4 II )-'1 i g t1 a t1 d
be chrome plated die cast zinc. The stanchions shall have a
cas t S CII: k e"t f CI r ë"\ t1 ..::\ t1 d r a i 1 . T h t:' t1 a tl d r .~ i 1 s h ë\ 1 1 1::> e 1 ._" 1 / ,4 fI
diameter stainless steel and shall be install~d b~tween the
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lights and flashing lights shall b~ concealed inside the
s t a t1 chi () t1 s f 0"'- p r CI t €:' C t i CI tl . Tr1 E" s l; ,3 tl C J'"1 i CI t1 S ·5 h all t.J t:? ,~, -::\ S i 1 y
.emovable for access to wi~ing.
T 1-1 t& b 0 c:1 "J' ';;;; h 21. 1 1
i n~· tal 1 f:' d () t·t ¿~ 1 1
a.nd 311 d~E'p.
~1 a \y.~ +o? pol i '5 h ~.=~ d a 1 Ll rfl i t1 Lt.lïl C CI r n i:~ 1'" cas '1:; i n 9 s
f CI Ll "( C c! t- tl E' r s;, . The- C ¿1 S t i tï 9 s s h 2~ 1 1. b .~:' 5 r, ~{ 5 "
Twcl (2) 36'1 hat-ld·r¿ii 1 S CCltïst y·uct f~d elf l--'l/,:~,lf
s t a i tilt? S; S ·:5 t .e- ~:.^ 1 ~I i t}¡ c h ·r- Crlïl E~ e·l"} d s t ,:"::t n chi CI n ':..;~
i t1 S tal 1 f~ d , CI n E' Cr n E~ <:1 C h b ,22\ \" E' ¡,- t ail .
d i '::':'I.Iï. t:' t E~ t-
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r: CI v £......- e d tr,l i t h 1 / 8 If a 1 Ll rll i tl Ll iff t'( €:'- ,:;;\ d b}r i t f:' t () f () Y' rfa ~;'). n CI n - 5 kid
SLl1"" f ¿tC ~~ .
There shall be a stainless steel scuff plat~ const~uct~d of
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yea...- b2av~Ftails.
HOSE BED DIVIDER:
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f-f C! S e b .~:' d (j i \/ i d ~ t- 5 h a 1 I b €:' C CJ n ~:' t yo L.l C t f~ (:1 () f :L / 1:1- r.
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b Clt t: Clf(¡ II On i:.~ €:'t·1 d () f t r'ì ~ d i vi d f:i'- ·sf¡ .::lll h ':':\ \/ ::.:' ~":\ 3 II '( ElC:I i L.t S
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d alïlag €:~ t () h C~¿:;€:'.
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DOOR HOLDER SPRING
- -- -- - - -- - - ..- - - -.. - -- -- ---
C: 1 tA V e-l <::11'-1 d s t )-l 1 €' cr ell:1 Y' h CI I d ~ ..... SpY' i tl £.1 5 s f'¡ ëll 1 b i? i 1'1 5 tal I t'- d CI t1
C Cr fn paY" t fll~.? t1 t c1 C1 CI ¡,. '5 .
ADDITIONAL REAR COMPARTMENT:
- -- - - ...- .-- - - ..... -- - ...- - - - ..- - - -- -- - - ...- - - ...- --
T h £.4 ¿t P P .:::1. r Et t Ll S b CI c:f ")' s f'1 .:31 1 h El \,l e <':\ n ¿::l d d i t i CI n aIr t~ .:::\ r C CI fil P <'~ r t i"ir'~ n t:
CI \/ t':'^"'- t ~-I e- s t at1 c:1 a...- cl ...- E' a....- C CllïlP.a...- t ffl e- t1 t;. Th ~:'A C r:, rnp a ¡.- t rfa e· t1 t .;:) ~1.::\ lIb e
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a C C () rfl CI c:r at ë t r-'"I :i. sad d i t i CI t1 a I C () lïl P a yo t rll €..~ t1 t .
SINGLE STAGE PUMP SYSTEM:
-------------~-~~---"-_._------_.-
F' t1 ffJ P sr··) all b E' i::\ rfl ids; ('1 i P rn CI L\ t1 t: ,¿,,, d H a I E' Q S M F sit·, 9 1 ~ s tag E"
c~ntrifugal pump. Th~ entire pump body shall be cast iron
an (j s h all b €" h () yo i Z CI t1 tal I y s P 1 i t: i t1 t 'ñ' CI S t' C t i CI t1 S nTh t? 1 CI W t:' yo
section containing the imp~11e.,... assembly, wear- rings, and
b t:' 2\ ¡... i n Çl 5 s I,", a 1 I b t' \,. E' f¡"1 c. \/ E~ b 1 t^ wit: h CI L.l t d i s t lour b i t1 g pip i t1 g CI r t h ~
fCla i n p llfflp b c,cl....l IïICILlt1 tin 9 . t~ 11 reICI\/ i n 9 IJ a '..- t s i t1 C CII') t ac t 'n'i t ~')
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1" i n g s s h Et lIb t' b 11" CI n z t.... and c. f In' Y' ¿:i p - a r () Ll n eJ d CI L.l b 1 ë (1 (;, s· i 9 n f CI Y'
rn a :...~ i ffl Ll rn E' f f i c if..'" n c y . The p Lt rfl p S h all h a \/ e Cs t11 \i CI t1 €' S t Ll f fin ';I
b CI :..-~ J.r.) 1'1 i c r-1 r·u. CI Ll S t'~ spa c k i t·\ 9 1 ,3 t1 t c· Y' t1 S ¿:t n d ~) a c k i I"', £..1 ¿i S S :¿41ïl b 1 "}I
1 CIC .;'3. t e- (j Clt1 l; ~1 +? i n 1 t't '5 i d €:- CI f t ~1..? P LlHip I+J i t ~1 -:'::\1"1 +2- :!~ t +2' Of n ·Ei 1
adjustment. It shall be of split design for the ease of
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~J c,dj' c ()mp 1 e-t E: 1 ':l t^ 1 i r(1 i n atE's t 1'1 e n '£4t4d f clr p ';::1.':: kin 9 cln t h ,2 [,,"( i çlh
¡J r ~?"5SLt..... e- '5 i d ~=' CI f t 1'-1 ë P LUflP . T~1 to? P u.rnp d t- :i \/(~, ':sh -;';1 f t sh ElIl 1:J t'"
g '( C, Ll n d I ['1 €- a t t Y' '(:~ a t +-=' d c h \,. CI r"l €- t1 i C k e 1 S:, t :¿~ 1? 1 w i '1,:; h a~"2 'I >~ 1 () II
S P 1 i n t' . t~ 3 I' r: 1 ap p E't- C r1 e c k val v€:' s h all b t? i n ~5 t ¿lll t:~ d b t' t ¡~ t.. €. tl
the· S Ll C t i CI n s i c.i t.4 c, f the p Ll rfl p a t1 d the- tan k -.. t Ci .-- P L.\ ril p \i a 1 \' €~ .
T h :i s 3 11 C 1 .:'i.p IJ E'r \/ a 1 \, t? S h all e 1 i rn i n ate- thE: po S ':;; i b i 1 it;,:" ':1 f a
pr-eS5UFe surge expanding the water tank.
T 1-", ~2- P U Iï,!:) :;;; ~1 a I 1 I:J e- e q Lt i P P (020 d I.,..) i l'; ~l .:::\ n ,~1 Lt'1.:: () ff¡ .;'::\ -1.:; i C P '( e- S S Ll i'- e-
C CI n t )~ CI 1. c1 :¡~ 'I i C ·2 . i~1 b }'.. C't1 Z .¿.. V ¿t 1" i a b 1. e p r ,::':' S S Lt 'j" E~\ 'S of:" t tin g '( 2-1 i <2. f
\/ -:3.1 ''y'r .::? '::5 h ¿\ lIb .2- J:J r- CI \/ i d <:? cl ¿\ 1'1 d ~,h all b e- CI f '::\ iI'l P 1 .::';'-\ C ¿t pac i t y '1:; CI
pi" ::,;";- \/ f: n t a 1''"( Ll n d Ll·e- p Y' ,e- s ~:. Ll r x:~ t- is€' asp {'... ....' ~\rt::- F' t'\ P ¿:{ tïl phI E't N c, It
1 '3 () 1 . T I'¡ e \0- e 1 i -:;"~ f 'I a 1 \/ ~ S h all b ~ n c· r- rfr .31 1 y C 1 () ':;:; to? d a t1 d S h all
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i ,.-. die -3. t ()'r 1 i 9 1'1 t s h all b €'" ff,CI Ll t1 t t? d CI nth ':20 CI fJ .~ r ¿:\ t O'f ~:~ p Lllïlp
panel. The ~nti~e pump, both suction and discharge passages,
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shall be hydrostatically tested to a pyessure of 600 PSI.
FI Ltrf'IJ S Y s t €:' r.-, s ~1 all Ll t i 1 i Z <-20 thE' u ~:::' E.A () f a 3,- 1/ :2 11 :'~ 3 -- 1 /~"2 11
s q Ll a ),. E~ ~_:;. tee 1 d i ~5 r::: r··" ,:';:l'( ÇL {'~ r'l i::\ n i f () 1 (J s y ~~:' t e lïl -t [-", <":':'l t ,'::\ 1 1 (:1 W S El d i '¡r i~ r: t
f 1 CI'.¡J CI f I.¡J a t +2- t- t CI cl lId i '::; c 1") a r 9 -:;~ \1 ¿\ 1 \1 ,e, ~s . 01"1 t' I;~' - 1 ./ :2 I' lïl <":':t S t €,},.
S Ll C t i CI n El t1 d CI n +? ':.1- - 1. ,i 2 II ffl a ~5 t t'~ },. c1 i s r: h 2\ 1'" g i£~ g ¿l L.t 9 '2- ~;:j h ë:~ 1 1 f:j t.'\ P Lt lïl P
pat-I €ol lïlCILU1 t €:,(j . T}1 E'~5{::"' C ClJïl1J CILlt1 d 9 ¿:iLlg E'S sh ë\ 11 1J e f i 11 ëd I.¡J i t I,", ¿~\
1 i c-l Ll ids i 1 i c () n E:' S CI 1 Ll t i CII'-, t CI E:\ S S Ll1" €~ v' i S L.l ë\ 1 }r €..' a d i 1""1 9 t CI I.".i i t r'''1 i t-,
1 ~~ ':::\ ceLl .,.- a c y . T h i ~:~ 1 i q L.l ids i 1 i C CI t1 t' f t2o..3 t Ll ¡-- E' ,:? 1 i rfl i n ,:3. t ,::;:. s t ~"I ~?
C h an C t? () f C CII"'I d t:' 1'-152\ t i 01"\ f ()t- rfl:i. n 9 cln t h £... inn t.A\" f ¿'t c e () f "è h .~'~
g .3Llg -::? -:3.1'1 d ~ 1 :i I'D i n a t ~.:' ~5 t ~'1 t' n-:2-€."'d CI f sn Ltb b €:' 1'- v,:..\ 1 \1 f..' ~5 . T I.¡JCI IJL '1.:; -:2-~; t
p I Ltg s sh ElIl b'2- P Llrflp P ¿in t' 1 lïlclLtn t: £^d f C11" Ul._ t i.~'S t i 1'1 g () f \/ ae LlLllït
and pressures. Also pump panel mounted shall be one vernier
thy' CI t t 1 "i:':' Lt S -e- cl t CI c () n t Y' () Ii..':' n gin €' F~~ F'M .
T )") f! HI 21, t1 i f CI 1 cJ s y ~:; t ~: lïl ë\ "1 d ~) ip i 1'1 9 '~; h ,:1 lIb €- d E:' S i g n e d f () ¡-- sid E'
pan '2 1 Cl P .'t;, ¡" a t i CI t1 S . T h ,~::\ Y' 'to^ 1 i tA f \' a 1 'l t' C () n t 1'" cll ,'::l n [j CI t I,'} e)'" C CI n t 1" cl1
ffl f..~ C h \"::1. t1 i sr'-I':;:· ':::, ~1 all b t? 1 CI cat '~0 d () nth E' 1 e- f t sid \? CI f t; 1'1 E' b CI d Y .
STEl\MEF~ I t'JLETS:
.- -- - ..... ...- - - .-..- - - -- -.. - -... -- - -.-
t~ f; II [\JST s t '2ë\lïlt'r i 1"11 E~ t f ()r l..l StA I.,yl i t: I,') SlotC t i ()I'1 "') Cr~5€:' sh ¿i II b t'
ins t .:~ 11 ~.;:, d () 1'1 .:::.'" ,~c 1'''1 '3 U, c t i CI n sid (..' Cr f t h t? jJ Lllïl!:J . I n 1 E' t S IS h ¿1.1 1
C Cllïli? "¿'..'qLl i r' µ t'cJ wit h 1. ()n [L r'''1,3n d 1 E~ e h Y' CllïlE' C <:'lµ S .
1000 GPM UaL. CERTIFICATION:
- -. .-.. - -. ..... .- ..... -.. -- - -- -... - - ..... -- - --. -... -- - ..... .- - -.. -- -
T}1 €" 1 ()()() CiF'tl} P l.lrllp , wh €on d Y' ':/ , sh ,'::l11 b t,.. C è1.p at:) 1 e CI f t a kin g
SlolC t 1. ()I" ¿ll'''ld di sc hë\i/ çli ng I.,·J2\t 'f~^1'" i n C ()tïlp 1. i ,3nc £.. I.¡yli t h [\rFF't~ *t-l'Je) 1 .
Th e' p Ltlïlp ~.h a 11 b .~:~ t J"}~? C 1 a '::;~5 fl (:\ II t '.l~J~? -::'-11'1 d S~1 all d t? 1 i \i+':"\" t 1-1 €:'
percentage of rated capacltles at pressures indicated below:
1 ()()~~ clf 'r at ,::?d C aj:J '::\C i t:i ,::':\ t 15() F'S! nf....t p loot lïl P ¡J '(" t? S S Lt 01'- f.:"
1. () () ~::I elf Y' .:::\ t f~ d C E:t P ,'::\ c i t :l 2\ t: 1. f...5 F'~3 I n'2t p Ll rn p p )r E.A S ~s Ll1" £A
7()% clf r" ..:::1. t E' d c a~) è\C i t: )' E:\ t ;~ () () F' ~3 I net p Llrflp P .,... -:2- S~ S lol 'r- €:'
r= (1./ clf r- ë:'l t E"d cap ,':':\C 1 t \/ ¿\t :25() FISI net: p Ll rn p p Y' tA ~5 ~5 Ll\" f;-
...J .... ," '.I
REAR BOOSTER REEL:
-- - -.. -.- -.... ..... ..- - -. -... .- -.. --. - - ..... ..-
-~
{::} 1 1 ë\ 1 L.t rn i 1'''1 Ll m b () () s t; 'i':~}'" Y' t' t7:' 1 1.,-.) i t h a 1. Ll ffa i n Ll r'-I d i s c::~ 'S h ¿'ll 1 b i:":'
i 1'1 S t ,';3. 11 i:'~ d i tl t h ~~":- r (~-:::\ 1'" C () fflfJ ¿:1 \,. t lïl t."" n t be- t; '.¡J ê t? n t )'1 E' b .:~ ,::1 \1 +? ~- t ail ~5 .
¡:;:~ E' €' 1 :-;3 r'''1 all l-J ,~':~ C CI n ~:; t }r L.l C t t'~ c:f L.l t i 1 i z i n 9 a 1'1 i:':'I, 1 J. -3 1 Lt rfl i 1'''1 Ll rn
w ~:... 1 d t:'A c1 I:) a s \::~ . 17:~ f:' ,~:~ 1 t:> ë a 'f- i nl;] ~::; ~3 h all I:) ~? rn ,3, n L.l f El C t Lt í <2, d f .,.,. () lïl
t-l )' 1 i;:\ t ¡-. (:r 1""1 t CI i n~:; L.l)" .::~ r"I·:::\ i n ten ¿i n c E~ f )" f~ i:~ () p ~i:'~, Y' ¿i t ion II l'1
1 :~:: \/ CI 1 -1.:; (;;¡ e- ¿l j'.' h 0:::' ,':':\ d +.::' 1 e c '1:; .,.- i C I'll CI "t CI Y' ~~:' h all c h ¿:\ i 1'1
d Y' i \l ~:;.^ t ['''I ~ Y';f.':' t." I d Y' Lllïl ,:l t ë\ P P }r CI ~< i rn a t t' 1 Y 13 5 F~ FI M . T 1'''1 i?-
tJ 1:1 () s t ~~ i" 'j'" f.A e- 1 ';~:. }'\ ¿t 1 1 h ¿1 \/ ~:..' c~ t1 ¿l Ll t CI .ïl.;·::\ tic 1:J "f" .~ï. k o~'~ t CI
P iI' f~ V' t:' t1 t tJ CIO:;::' t t? 1" h () =, e f '( () lïl Lll'''r \hI i t1 din 9 . F~ (~ \~:':' I ~:::. h a 1 ]. r'''1 (:1 v' €:'
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fl CI S t^ . t:~ f () () t () p (.:. Y' a t t.^ d ,
1:) t: 1:J yo CI '.,l i d t.? cl Ll t1 d t? '( t ~l e
connections shall be
g ~ ('::'. r- d ¡... i ''¡ E.,'" 1'1
C:~l"'" Or(.'E~ 1r cI11 €or- s
be provided on a
d ClOY' O~J E:·n 11"j g. TI·", 'f:~
1 CI C ';:1 t ~::~ c:l ·:·;;l t
cap a c i t Y f () r 20 () ft. () f 1 If b () CI S t E:' r
fully shielded, r-ewind switch shall
rear step. Electrical switch
coated to protect against moisture. A
rfl a tl Ll a 1 1/ ë win d s I'ï all b ~ i t"1 C 1 Ll de d n
a t1 d g Ll i (j ë ~5 wit h t1 )/ 1 CI t1 be a r i t1 Ç;1 s s h i::11 1
y- CI 1 1. E" r <:':\ S S t:' lïr b 1 :l rn Cr Ll n t (:, din t ~ï €~ \'" e a )1'
IJ CI CI ·S t ~? r r +? +.:.'" 1 d i s C ~"I <.':1 r 9 ~::.. C Cl tl t ¡,. CI 1 ~5 h .:11 1 1::> v?
t h·2' CIP ·e-r at CI'( ~~. C cln t Y" cll ~J i3n'Ë^ 1 .
MASTER DRAIN VALVE:
- -- ..-. -- -. ....... - -- --- -- - --. -- - - ..... - -.. -...
t'1 ffJ as t .i;':, \... d Y" a i n \/ i:\ 1 \/ e- 5 h ¿i lIb .e- i 1"1 5 t cl 1 1 ë d 2\ 1'''1 d () P e Y' ¿I. t 2· d f 1r CI rfl
t h <::.1. p Llrflp rj an to? 1 a '..- E..a a T~1 E' \/ a 1 v E' S~l a 11 be-I CIC at E:'d 1 CII.,.,) ,s" f"' t }') ¿:1n
the main pump body and connected in such a manne~ as to
allow complete water drainage.
F'f;;~ I ~1EF: :
-- -- ..- - - --
Fa Lt rf. p p Y" i rft e Y" s r,·} all b e a p CI sit i v f~ d i s pIa c t.A lïl €' n t: v ë\ I" i? '1:; \.l P ~:;~ ,
e- 1 ~ c t r i C all"J' d...- i v ~.:." t1 ,~ n d ~3 h all C c. t1 f CI Y' rfl t CI S tan (j .:,:\'( c1 ':3 CI Ll t 1 i tl 's" d
i n NFFa (~I p ¿tff,P r·.., 1 ·~~,t t~CI . 1a;f() 1. . 01"'. €:" P r' i lïJ i n 9 C CII"l t '( c11, p L.lrrrp p 2ttl E',l
fn CI Lt n t ~? d , S 1'-1 ,:':11 1 b CI t ~l CI P <:? n t 1'1 €: P r i rfl i tll] \/ a 1 'I e- '::1.1'1 d ~5 t .;3 'rM t t 1-1 <2-
P r i lïl i 1'''1 Ç.:t 1"(1 CI t CI \" . l",Jr'ï ·2 tl () ~J e Y' ¡~\ t i r', 9 J t I·') ~ p'( i lïl f' Y' s; r'''1 i;11 1. b '::;:"
1 Ll b r i C ,3 t f:' (j f)'" CI HI .:;'1. n CI i 1 t ~":\. t1 k ).M e- s v'::' ¡... v () i )"M .
T l~;'1 r"'J~::: L E \lE: L_ 13/; U 13 E ( 1'1 . C II 5··-· t_ I I~:i r'''1 T) =
--- --- - -- ..- - -- ..- .- - -- - -- ...- - - -- ...- - .- ..- - .... -- - - -- .... - .-- --. -
t.J a t: t:' Y" 1 E~ \l e-l gaLl g €'- S h i::i 11 b 'i? ¿:H1 ['1 C: 5..-· b Lll b t Y P .t:' , h a \,¡' i n 9 f i \.1 ~
( 5 ) 1 i g 1'1 t s a tl d s ~1 all it-I d i C <3. t €:' t 1'1 +.? I...J ate r 1 to? 'l tl.1 1.3. '1; +? a c h
g ¡I' ¿~\ c1 u ¿:\ t i CI f't . T h tA f i f t [,-, I i g f1 t: s f"'f ë\ lIb ~=" a f I ¿l S h i tl 9 1 i ÇL ["ï{; t CJ
i tl die a t~? t h i'-:\ t t ~1 e- '( <~ f ill i 1'1 9 CI f t ~l ~? t a t1 k i f:5 n CI vJ n ~.:.'" C €:,,~:;'3 a ¡-- y .
Water level gauge shall be locat~d on the pump panel in a
I.;.) +? 1 IIi 9 h t t? d J] CI ~~. i t i () n f () r n i 9 h t ë\. P fJ a \1' '::'"1 t Ll S CI P ,e- t- i:'l t i c¡ n .
AUXILIARY ENGINE COOLER:
...- -- - - .- - - ..... -- - ...- ..... - -- ..... .... - .-.. ..... .- - ..-- ...--
En 9 i. n E" C () () J. ,::;';.}r Ll ~~:. i~ d t CI 1 CllvV t:' 1'" x::" n £;L i n t:' t....l a t ,:;:':- 11' t 'Ë'" m p +?-'r i::t t lot...- ,<':':.. d lol Y' i t1 9
P ì" () 1 () n i;j f~ cI P Ll rnrJ i n çJ Cr IJ of.:" Y" ¿l tic, t-, -:-3 .;3. n d C CII'l t ...- () 11 ':::' Ij ...:~ t t l'ï f: p LllïlJJ
CI P <:.,...)"- ë\ t c¡ '( :::;. p .:;:~ ('1 ~ 1 S f"1 .~11 1 b f:" p '(' CI V ide r1 II r::: r'l gin e coo 1::.';" '( ~::; h ,::". lIb .::;.^
ins t ¿;\ 1 1 f..4 d i t1 1 i rl 'Ë" Inl i t t·) t 1-1 t:' f:~ n 9 i t1 <:.,,, '"1.:3. t .2- 1" i tl t a k (~~ 1 i n ~::~ i t1 '5 Ll C h
a f1'l ¿i.t1 n ':i:~ 1'" ë;i. ~~ t CI allow C () () 1 1:) Ll m çJ '.¡J .c;':\ t £^ \r t CI a::: i '( C u.l '::;'t t Ii';' i;.:"t Y' () loll''', cj
E' t1 gin ':2.10 Iy..) .:::l t (2;)'- , t h lol ':5 f CI"'- lïl i f1 g ~';"1 t Y' l.l e h t?;3. t (.4 ~l~ C h <::l n g c^ ..... ~::\ c t i CI 1""1 .
C: CI CI 1. ''i:'~ r i r'f 1 t~· t <';:"\ t'l d c¡ Ll t ]. .~.~ t s h <';;\ lIb E:' C CI !'''. t i 1'") U 0 L.t .~"::, J p'( -t:" \l ''i:":, n tin £;1
i t1 t {~r rfl i y~ i 1'1 9 CI f <:'£:,- n 9 i 1'1 i:? C CI ell i::l t1 t i3 n d p l.llïtP I.¡J -::\ t ~::' r .
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F'UMF' C:OOLEF:::
-- -. - -...- -.. - - ...- -- - --.
F' Lt ffl P ~5 r··) all f"1 ¿"i V t~ a 3 / 8 II 1 i I'l€- i t1~; t all ~ d f Y' CI rei t 1-1 ,~:'~ P L.t f(I~)
d i .:; C }') ¿~ F 9 ~~ t; CI t h t4 b CI CI S t to? F t a 1'1 k t CI C CI CI 1 t }1 ~? P u. rfllJ c1 Ll'( i n 9
s Ll ~. t a i tl e d p E' Y' i CI d S CI f P L.l ffl P i 1'1 g w h €.A n f.r..) a t £.A )1' i s n CI1:.: b f:' i n Ç;1
discharged. Pump cooler shall be controlled from the pump
CI p ·to" yo at Cl t- spa tl €:' 1 by a 3 / 8 II V ë\ 1 ve .
COMPOUND PRESSURE GAUGE:
- -- --- - - ..... --. -. ...... -- - - ..... - - -... -... - -.. -... - - --- -...
W~atr"'lêY'l:J1rCIClf 2-1/21' CCILïlPCILlt1d vaCLlUlïl P"'-,&SSLlFt? gaLlge !,¡..litf''', a
r a tl g €' (:1 f 3 () .-- () - 6 () () s h all b t.? i 1" S tal 1 t? d CI n t ~1 e p Llffl fO:> P <3. n e 1 u ,- h €-
£;1 aLl £1 ~? ~:; [") all f:) €~ f i 11 E~ d wit f"1 a 1 i q Ll i d ::; i 1 i C 0 tl e S cl1 Ll t: i 0 r) t CI
assuye visual reading to within 1% accuracy. This liquid
s i 1 i C CI t1 +.? S () 1 Ll t i CII'-' f ~ a t Ll r e- tA I i n'r i tl at tA s t 1·1 e C h <3. r·, C €- CI f
C Cl t1 d e tl S -::1 t i CI tl f -:1 'f" m i 1'1 9 () tl t ~, €.a i t1 t1 to? Y' f a c €:' CI f t ~1 €' 9 ,";l Ll 9 ~:? ¿ll'l d
eliminates the need foy snubber valves.
OIL PRESSURE GAUGE:
----"---_._~_._-~..._--_.._-~
t'\ ~"2 " 'v..J E' a t: ('1 e r ~) r- CI () f CI i 1 P Y' ë 5 S Lll" t:' gaLl g €' S h ¿-t lIb ~ P l.l ffl P P ë\ n f~ 1
rllCILltl t e-d t c, fnClt1 i t CI r t 1-1 +.? en g i 1-1 t? CI i 1 P 1" ¿. S SLl'r- t? .
WATER TEMPERATURE GAUGE:
.- -- - - -- -.. .- - -.. -- '- _H. ._. - - .__ ._ - ..._ .__ - __I __ .--,
t" ~"2 ..
1:1 a t1 ~.:-. 1
en £;1 i t1 f;" .
WE'a t h e-r pr- CIJ=I f
rfJCILttl t fo?d t (:1
t £Arflp €~Y' at Ll Y' e
t 1'1 ':::'A 1.,..,1 a t \:'~ )".
gauge shall be pump
t e rfl jJ ~ r- .~:\ t; Ll1'" v.::- CI f t 1,-. to?
1n1a t ·2F
lïlCln i.t; C,'f
T AC:I·-IOMETEF:::
- - .-. -. - ..... -.. - ..... -- --
l\ 3 II t i::I. c h (:r 1"'1 €~ t ·~'~'1'" ~5 r··) a 1 J. b i:~ p Lllïl P ~) an ·::'0 1 rr'1 CI Ll n t ·2 d ·:":1 n cJ C CJ n n t:' c t: t' d t: CI
-1:; ~1 €,a \/ f: h i C 1 .:::.^ +? n g i tl "i? t CI rfl CI tl i t () F €,4 t1 gin t:? rOO ':2- \/ () 1 Ll t i CI n ~:~ p ~.? r rfl i n l..l t £A n
MANUAL PUMP SHIFT:
-- --. -.... - -- ..... .-- -. ...... ..... - .-- ...- ..... -- ..... ..... ....
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thf:A pLUïlp in l; hE' ~'~V~:~·tlt () f E:\t1 é1i F 1:>'( ~SSLlr ~2- f .;'::l:i 1 LlY' E'-. 1::'Lunp sh i ft
~. h 2\ lIb ,2, CI P '::~'1t'. ~':'l t .:::~ [1 b )' a c h '.," () 111 E" h ¿l n d 1. f~ d P Ll ~:~ h ,_u p Lll I '( CI d u
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Tt~NK FILL:
----...--- ---- --.-
A 1 -.. 1/2" P Ll r(1 P ..... t 1:'-' t a t1 k f i 11 1 i t1 e- h ~:\ \' i I·' 9 ë·t 1 - :I. / 2 .1 i I·¡ 1 it·} e \l i:":\ 1 V £A
S h all IJ e- C CI t1 t r -:. 11 tA d <~1 t P Ll r.-. jJ CI ¡:> e- r ¿~\ t C11'- ~s P CI sit i CI n Ll ~5 i t1 g é1
C h 1" Cr f(1 f~ P Ll S h -.. P LlI 1 1 CI C k i t1 g .1 T " [·1 a t1 (:i 1 €:' II
DOUBLE CROSSLAY HOSEBED:
-~----~~---~~"~-~-------~~.~-
One- double cyosslay shall be provided above the transverse
compartment. Each crosslay section shall have the capacity
CI f 2 () () , CI f 1 - 1/2 fI d CI Ll b 1. e j a c k €:' t fir €' h CI S t.A . T ~ï t' C Y· CI S 5 1 ¿~)-'
decking shall be construct~d entirely of maint~nance free
3 / It rr ~~ 2 - 3 I 4 n F1 ell 1 Cl W a 1 Ll ffl i t1 LUfl t^ :,,~ t 1" Ll 5 i C. t1 .
E a C .1 C r c. S 51 a y , -s haIl .1 a v €:' CI t1 €:' <: 1) 1 .- 1 / 2 II fll e- c h at1 i c <3.1 S wi vel
~1 ':1 S ~ C CI t1 t1 t' C t i CI t1 t CI P EA r ffl i t thE' l.l S eo CI f h CI S £A f 1'" c. fft ~ i t (·1 e 1'" sid e
of the apparatus.
S t a i tl1 t^ S 5 S tee 1 r c' 1 ley· st.,..} i t 1'·1 t1 Y' 1. CI t1 g Ll ide s S t' t i 1'1 a 1 Wit i 1·1 LUïl
£4 ~/~ t r Ll s i CI t1 S ~5 h all b +.? it·' s tal 1 t.. d ~-I CI1"'" i Z CI tl talI y a t·1 d \/ t^ r tic all Y CI n
each ~nd of the crosslay.
E a C (·1 C)'· () S 5 1 a ':1 s h a.I 1 b £A C c. tì n £4 c t €eA d t CI ë:\ ~:; ~=' p a )'" a t i;~ 1 -... 1 /2 rI b 1'" CI n :~ t.4
i 1'1 1 i t1 to? \/ ,':\ 1 \/ ~·~4 S hie 1'·1 i S CI per ate cl b yap Ltlïl p P a t1 t? 1 r(I':1 Ll tl t <:? d
C h 1'- ':1 fn €~ p Ll S h - P LlI 1. 1 CI C k i t·1 g r I T " [.-, ¿l n d 1 eo .
A 1-iJ It? a the-...- lJ r CI -:1 f 3 - 1 / 2 'I C ':1 rn p CIl.l t1 d v a C Ll Ll ffl P r t:' S S Ll1"'~? g ¿~ Ll 9 ~? wit }1 <3
r a I·'·. 9 €- CI f 3 () _m () ...- f} (> () ~5 h a 1. 1 b tA ii") S t ¿:\ 1 I €.... d CI t1 t (., e p L.t fl. ~) P i:\ 1··1 €' 1 f CI Y'
each outlet. The gauge shall be filled with a liquid
silicone solution to assure reading to within 1% accuracy.
This liquid silicone solution f~ature eliminates the chance
of condensation forming on the inner face of the gauge and
eliminates the need for snubber valves.
LEFT SIDE DISCHARGE:
---~----_.""~~.~~-~.~-~.~~
A :~~ - 1 / ~"2 n d i ~::. c h ë:\ 1" 9 £... ç:~ .:":.:"~ t f.:' ~:~. r·1 all b c" 1 () C cl t .~·~A d () t1 the- 1 €- f t sid t.A
P Lllïlp P an i~ 1 . \J <3.1 '/ €:' sh.c:~ 11 b €:' C CI1'"1 ~:-; t )r- Ll C t ~:.... (j () f t:J r on ~:~ +.? .:.:\ 1'1 d 1] e CI f
t ~1 f;, C1 Ll a y. t e r t LU'ï·1 b a 1 I t :i P ~ CI f f i ~l~ €' d P i V CI t [1 ë s :i £;u-.} t CI ell 1 c. w
f CI r +.? as€:' CI f CI J:J era t i CI t1 .;:1 t all f.J r €- S S Ll ·f ë ~~; . ~..) ::\ 1 V·2 .::; h ¿:ll 1 r: CI rn ~?
wit h 2 ..-. 1 / :~ tI r\r -:::1 t i () t1 a 1st i::l t1 c:f ·:::·l Y' d thy· f~ 21 d s a I··.. d El C f-"1 Y· CI rfl·i:~· cap a n c:r
C h .::~ i t1 . Val \l t? S h all I::> i:.A C CI n n ~:::~ c t f~ d t; () t }l t? d i ':5 r: h ,3. .1"- g ~? S i I:J ~ () f t t·1 ~~^
P Ll r.., p 1.,..) i t 1'·1 t r·') e . \1 a 1 v e b CI d :l b ·2 h i tl d t f1 t;' P l.t rfl p p ¿:\ n t' 1 1& ~/ ë\ 1 v i~A
C Cltl t 1"· cll ~sh a 11 IJ~? \/<::,Ar tic all y lïlCII...l1"1 t ~:·:,·d cln '1.:: 1·1 E' 1 .::.:..... 'f t ~s i d ·i·~~ P Lllïlp
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Discharge shall b~ equipped with a 3/4" line drain valve.
FIA(;:iE :21
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RIGHT SIDE DISCHARGE:
-. - -- .- - -... --- - - ..... - - -.. ..- - -- -... -.- - -... -...
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pump with the valve body behind the pump panel~ The right
side discharge shall be controlled by a chrome push-pull
1 Cl C k i 1'-1 g r I T II h a t-r d 1 ë 1 CI cat i~ d CI nth t.. I e- f tis d €:' P Ll rfl p p a 1'1 ë 1 .. 16a
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th~ discharge and installed in the left side pump panel..
Disc 1'1.;3 ¡... I~ €,A S~l a 11 c ()rfl·2- ~::"q lol i P P f.... d I,¡J i t },¡ ¿l 3/4 11 1 i 1'''1 e- d'r a i t1 v' ,':3.1 \i ~:'A .
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RIGHT REAR DISCHARGE~
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~"\p P ¿\ rat Ll S b ~l a 2 -- 1/ :2 11 s t e- €ol pip v.=" wit: h <'::"\ C t1 }'" Cllïl tA 2 -- 1 / 2 II _ fn ë:-. 1 e
NST adapter on the outside end. Adapter shall have a chrome
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inline valve.. Valve shall be constructed of bronze and be of
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LEFT REAR DISCHARGE:
- ..- .- - -.. ..... - --- ..... -- -- ..- - -- .- .-- - .-- ..... ....
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Valve shall be constructed of bronze and be of the quarter
turn ball type of fixed pivot design to allow for ease of
c! P 'f:")'- i:l t i CI t1 2l tell 1 p Y' t':., <,::; ~::;. L.l.." +2. S .. 1- h .2- \/ a J. 'v' ~ ~~> h all b ,(';';- () ,:> f~ yo ¿:'~ t f: d b ....l ë\
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dirt~ctly (:':'tbCIV'ë t;h~ P.Llff'rj C()rflpi:\Y'trfl'~I'1t ii") tr'''t€' f)r()nt L.lppt'1")r
section of the apparatus body. Discharge shall be controll~d
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design for ease of operation at all pressures. Valve shall
1:) ë C CI t1 t r CI 1 I €' c1 tJ ")' ¿1 C 1'1 '¡r Cllïl t' 1] u. S ~"I -- P lull I I CI C k i 1"1 g II T I' 1'1 (':3.1'1 d 1 ,),?
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instalI¿.d in thE' pump pant-I. IJ ~ \-'<' ð-\: ,...-C\..~ G~
T At\II< '·0 F'l.JMF':
- -- ..... - - -... -- - ..... -... - -. .....
A 3 ft :i. n 1 i t1 €' V ¿\ 1 v t^ S h <::, 1 1 I:j t:' i I") S t ë\ 11 f:' d b ~ t wet? t1 t; h ~~ P l.l n'J p ë\ t1 d
the booster tank. The valve shall be constructed of bronze
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LEFT SIDE SUCTION~
...-. .-... --. ..-. -... ..-. - -.. -.. - --- ...- -- - -... ..... - -..
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C h ë1 in.
~: II;:iI·'1T S I DE SLJC:-r I Ot··J :
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t1 ::?"'-l/~-:-~rr [lat(;\cJ SLlction \/¿ll'yl·Ë' ~3hall bf:" il·lsta,11·ËAc:f irì th{:'~ r'ight:
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b .:-\ lIt ':ll:) (0':' CI f f i :'.< t2- d P i \/ () t d i::'4 ';5 i 9 n. \.) i::l 1 \/ f:· S h .;';.:\ lIb €:'- IJ i P .::::' d t CI t; t·,} ê
ìl' i £:1 h t ':;:;, i d t.^ S lot C tic) 1'-1 t L.t b t:~ 0 f t h .:;:~. P L.t rfl p ¿;~. tï c:f s:· h all b 'i:'~ C CII'''I t ì'- () 1 1 'L' c:f
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1 CI C ¿;'~ t tot. (j a 1. () n 9 ~:' idE" t ("', e- ~:; lot C t i Cr t1 i n 1. E:\ t () n t I,", :':;'~ Y· i £1 h t -:;~ i c:f .:;:.., ~J L.llïl ¡;::I
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All electrical equipment installed by the apparatus body
builder shall COnfOYffi to the latest Federal standards as
outlined in NFPA #1901u Wiring shall be individually Iabel~d
every three (3) inches on the insulationu The insulation
shall m~et Sh~ll Chemical ESC: 184-76 Technical Bulletin
\... €~ c1 Ll i)" '2- r., €~ f\ t s " t,··J i Y' i 1") gin s tal 1 i:~ d b ":l b () d ~I b Ll i 1 d f~'( . '::;} r··} a 1 1 b ,~~ r loll"',
i t1 a 1 CI CI ffa W ~'\ f:)'" x~ €' :'/~ f'> CI S +.? d ë\ f1 d S h ~:t 1 1 1:) <:? J::>"'- 0 t .~:~ c t 't? d t):l .~:~ L\ t () (1, a '1.'; i c
CiFcuit breakers of the Feset type.
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S wit c h p a t·\ £'"1 r., CI L.l n t ,2 din t h ê C 2\ b c () n v €~ t'\ i e 1"\ t t CI t h to\ (j \... i \/ €... \... "
1_ i 9 1"1 t s wit c h ~2- S ~:. h all b t:' CI f t 1'1 +::~ '( () c k <:::' .,.- t Y J:.1 t'=;" 1.¡oJ i t.1 i t1 t -:2- 9 1'- a.I
i t1 die 2'l t () ,... 1 i g h t t CI ~:~. h Cll.,yI \r,'1'1 ~;:.. n 1 i 9 h t s a \r E" ë I'¡ €:' ),. Ç¡ i Z '2- d " l\ I I
s'n'i t c 1-1 E,...·S sh ë\ 11 tJ '2:" ap p r CIP'( i ·=l t '{;;" 1:1 i cI €.^t1 t i f i f~'c:I .
F'UMF' F' ¡;t·JEL L I I::H,,·rT :
- -- .-- - -- .-- - -- --- .- - ...- .- - ..... ...- -
On ë t f'¡ '(" t^ €.... b Lll b i tOOl C a 10') cf t? ~:5 r::: i:to n t 1. i £.~ h t 'v,,} i t 1'1 a t1
shall be mounted ut1d~r an extruded aluminum
l11 1" t:' c t 1 '.l Et b CI 'l ~:':\ t r-1 E~ I (:' f t P Ll rll p p ¿.~ n ë 1. "
CII"'ll CI f f Sl.,yl i t C ~'1
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FEDERAL AERODYNIC:
- --. ..-. - -- .-.. .- - - -- - -- -... - - -.. .....-
r ~:;.;" cf f:\ ¡,,, ë:\ 1. {.'::. 'Ë"1" CI c:f :l n i c rvr () d t·· 1 # ~:: I:l E ~..r 1 :i. 9 h t wit: h '1" ~:~ d 1 t^ n ~::; s r-1 ¿i. I 1. b 'Ë^
i 1'-1'5 t ,:'::~ 11 '::::'" d . T1-1 .::::.. Llt'1 i t; 'sh ,::\ 11 1-1 a \/'~::\ f () l..l·( '( () tat i ¡") g 1 arflj:J'5 CI t1 €:'- ,:'::\ a: h
side of a stainles~ steel speaker housIng and shall contain
one Federal TSI00 100 watt sp~ak~ra
FEDERAL Q2B SIREN:
- --.. -- - - ...- - - ..... -- - .-- ..-. - - -... ...--
C: I··', Y' c: I'll t.1o ~) 1 .::\ t E', d fILl S h 1"11 C1 L.ll·"1 t {;';\ ç1 r ,s'" d e- 1" ¿l 1 Q 2 E{
e-l ':::- a: t Y' i c b yo a. k eo ~;:; h all b ·2 i ti s t ~11 1 €:'. c:1. - S i .,... ~.~ n
f r () I'll ë:ï. f 1 () CI r lï, CI L.ll··) t (.1'0 c:f f () () t S;· 'v-r' i t C f'''1 "
coaster siren with
shall be op~rated
FEDERAL MODEL #PA-200 SIREN:
-- - .-.. ..... -- __I ..... _.... ..._ _... ._ - __. _.._ - - _... __ - ..... __. - _. ..... __ - _... ._..
F ~ cl (~..... i;':ll 1"'1 cld \::·1 F' PI 2 () () ~s cll i d ·s t ¿l t ,::'::"
plug-in electric and microphon~
ins t ..311 -::';':. cl a 'rh +2- un i t f Lttl C '1.'; i CII'''I '5 ':sh .:':':'~ 11
',;.,1 ail f Fa II ¡:-., U J .;·;':t n d Y' "::1. c1 i () '1" f:' ...- b Y" 0 ¿:'t. c:! C ·::t ~;~ t .
f:··J. ,~~c t 1'" on i C '::5 i '( i~"1'1 I.,) i t h
c () n n €' c t :i Cll"i S'i ~:.I'''I i;11 1 b 'i~
i n c 1 u.:::l .::::.. 1..·11 - L_ () , y -:::\ 1 J:) ,
C:LE /~~:Þi~··.IC:E t_ I (31",1 T~3 f~r\JI) F:E:~ F-L_EC: TO~: ::3 :
-... - _e. __ __ _... .._ _. ..... _... - _... _.._ - _... _.. ...... __ _... ..... __" _... ..... __ - ..... ..._ - _.. ..... __ _".
C: 1 ·2 .~\ ¡... a. n c ~:::. 1 i 9 t1 t ':5 ,::1, n d ì'" E;- f 1 ~:'o\ C t c!'( ";;;:. ~::; h .:';,:\ 1 1. :i t1 C 1 Ll d 'ËA t; 'v'.,, CI ( :2 ) "j'- E;' d
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marker lights, four (4) red rectangular reflectors, two (2)
¿:\ rn b f.^ rOO Y' e c t: .;~\ t1 Çl L.lI E:·I. t" '( f~ f 1 (:'~ c t () Y' S , ,':':\ 1"'1 d () n t:' ( 1 ) }... <:':'~ d t h t ~:':':.. e 1 i 9 h t
cluster recessed into the rear step.
AMBER MARKER LIGHTS:
- -. .-- - - - -.- .-- - - ...- .-- - - - - - ..- --
Rectangular shap~d clearance light with a chrome base and
amber colored lens shall be installed.
RED MARKER LIGHTS:
- - ...- - - .- ..... - -- - -.- .-- - - ..... ...- -
r:;:: e c t ct n g Lll è;"\ \1'
r €:'d C cl1 CI}"- ~?-d
shaped clearance light
lens shall be installed.
wit h ,:;l c h 1/' CI fll ~ b ë\ S e ,3 n d
STOF' , TU~:N, [{l'\C::< --(Jr' L I C"ir-l-rS (F'~:) ~
- -- .- - - .-- -.- - - -- ..... -- .-.. - -- -.- --- - - ...- .- - ..- ..... - -- ..... - -- ..... --
T \,\,' CI C h Y' () tï, €:' f -:::1 C i:~ d t yo i P I of:' I ë\ l'f, P lï, () d Lll €:' s s h ,:'t 1 1 fJ f:, i 1"'( StEt 1 1 i:~ d CI n
':2A ~1 C h sid ';2' () 'f t; } "1 t' './ t:,I'-1 i c 1 .~.~ Y' ~:." ·:J:r- II L. i g 1'1 t f Ll n.::: t i CI'''I S ':5 h ¿'ll 1
i n r: 1 u. d ë ~ ¡r U.I·"( nil") 9 1 i 9 h t s » b Y' E~ k -f:'~. 1 i £;1 h t S J t Lt 1" n :5 i 9 1'''1 ~:\ 1. 1 i g roo, t S J
-'::1. tl cl b '::1. C k ...- u. p 1 i 9 h t ~s .
LICENSE PLATE LIGHT~
..... .-- -.- -- ..... - -- ...- ..- - ..-- ..... - - ...- -.- - ..-- .... -
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rear of the vehic1~.
FEDE~:AL #En:;~:2 1_ I CH..rTS (F1l... I r.::) ~
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UNITY DECK LIGHTS (PAIR):
...- - -.- ..... - -- ..... .- - -... ..- - .- ..... -- -- ..... -- -- ..... .- -- ..... .-- --
6 Ire 1'00, Y' 0 rfl ,8, p], a t '~:' (,1 c1 'i:'~ C k 1 i ÇL h t f:;~ ~-; h i~'ll 1 b E~ :i. r'I~;; t ,=;'ll I .~::- d i:':\ t t h ·f;' Y' {'~ ¿t ..,.
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PUMP COMPARTMENT LIGHT:
- - -- -. .-. -.. - ...- .- - -- ..-. .- ..- --. -- - -.- .-- - - .-- -
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or·r I C:CF:: t:) I I? F't'lC:I< E:F:i:~iC:r<ET
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An officer's air pack bracket shall b~ provided in the cab.
T1'lf_01. IJå""¿tck~.?t sll,";,;..11 1·1Clld t1-1E' -:3.i·r- p<:\ck ë...t ~l .:~"5 dtgY"f_lot? ani;¡l("; tCI
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AIR PACK STYLE SEAT BACK
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ZIAMATIC AIR PACK BRACKET
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installed as specified.
cr..1 /,:-¡SS I S F'l\ I I\[-r F" I I""~ I S r'..r:
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ALUMINUM BODY PAINT FINISH:
- - -- - - .- - - --- -- - -- - - -- ..- ...... - .-- - .-.. -- -.- ..... - ---
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phosphatized in preparation for painting. Compartment doors
shall be paint~d separately to assure proper paitlt coverage
CI tl b CI d ':l J d ClOY' .j ,:'i.lïl f:J ';3 , ,~';'t 1"'1 d () 1·'\ c:r () 0 r E· d Çl 'i~ s . F' ë..\ i n t s f'''1 ~::\ lIb t'~ an
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GOLD LEAF LETTERING=
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TEN YEAR TANK WARRANTY
-.. ..... -.. -- -... -... - -. ..... .-... ...-. - - -- -. - -- -.. .- - -.-.,
Booster tank shall have a full ten y~ar warrantYø
F'F~EFO~J1t~¡t\JC:E E:O[\JD
..... -- ...- ..- .- - -- -.- - .-- ..- - -- -.- .....--
A 100% Preformance Bond shall be issued to the city of
N CI yo t }1 F: i c 1-1 1 and 1'-1 ill S IJ "-:i' E rfl €:'- r g f..' n c y 0 tl E', I n c. ~5 }1 c! Lll (j f-rJ t""
be th~ successful bidder.
DEL I VEI::::~ý:
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D €' 1 i '/ t? too ')' S f') a 1 1. b Eo. F ø o. E~ u t..J CI Y' t r··\ F: i chI ¿'Ü"¡ d [···r ill s ¡..;\ n d ~5 h ¿tl I
bed Cf t1 E-- 1:J "J' ,'::\ q Lt·::.."\ 1 i f i ~:~ d del i ,.,'~? i'- Y .~..o. n g i t1 E-- .~:- \,. .
ADDITIONAL EQUIPMENT~
- -.. ~ #.- -, ..··tIf -.. .-.. ...- .- - ...- -- - -- .- -- - .-- ..... -
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ADDITIONAL EQUIP~1ENT LIST - Prices included in Total Truck Bidi
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One Akron Apollo #3422 monitor.
One-Akron portable base for #3422 monitor with floating
spikes.
One-Akron #1000 akromatic fog tip for monitor.
One-3- I.P.T. X 5" Storz with 300. "elbow adapter.
Two-Snaplite full flow piston intake valves #FSPRV-SO-
ft-60NST.
Two-Elkhart model #470 with wrenches.
Two·-100 ft. sections of 3/4" reeline hose.
One-Akron #1708 fog nozz~e.
Four-Akron i1720P turbojet fog nozzles with pistol grips.
One-Akron #27,30 turbojet fog nozzles with playpipe.
Five- 2-1/2" chrome 300 elbow turndowns.
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Two-Electric hand laterns with durable mounting/charger
bases (box light model SL-35 (12 volt).
One- 24 ft. two section, aluminum extension ladder, mounted
right side of apparatus.
·One- 10 ft. folding, aluminum atlic ladder with,Ziamatic
mounts.
One- 10 ft. fiberglass Pike pole wit11 aluminum tube mount. _.
One- 4 tt. fiberglass Pike pole with aluminum tube mount.
One- 4-1/2" NST female X 5" Storz, swivel adapter.
One- 5" Storz X 2-1/2" NST male adapter.
One- set Storz wrenches with mount bracket.
One- 5" hose roller.
Two - six pound axes, one pickhead, one flathead all with
chrome plated mountings.
PAGE 27
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Three - 5" blind caps.
One - 4 ft. crowbar mounted inchrome plated mount brackets.
Two - Operation and Service manuals for apparatus shall
be furnished.
PAGE 28
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EMERGENCY ONE, INC. warrants each new item of fire and rescue apparatus
manufactured by it against defects in material and workmanship provided the machine is
used in a normal and reasonable manner. This warranty is extended only to the original
user-purchaser for a period of One Year from the date of delivery to the original
user-purchaser.
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EMERGENCY ONE's (the "Company") obligation under this warranty is strictly limited to
repairing or replacing, as the Company may elect, any part or parts of such apparatus
which the Company's examination discloses to be defective in material or workmanship.
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Any part or parts considered to be covered by the conditions of this warranty shall be
returned, freight prepaid, to the Company's factory at Ocala, Florida or to such other
location as may be approved by the Company. Repair or replacement of parts determined
to be within the warranty will be F.O.B. the Company's factory at Ocala, Florida.
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The EMERGENCY ONE warranty shall not apply to:
1. Major components or trade accessories such as purchased chassis, engines,
tires, pumps, signaling devices, or batteries that have a separate warranty by
the original manufacturer or to ancillary equipment used in fire fighting.
2. Normal adjustments and maintenance services.
3. Normal wear parts such as: electrical accessories, voltage regulator, flashers.
etc.
4. Failures resulting from the machine being operated in a manner or for a purpose
not recommended by EMERGENCY ONE, INC.
5. Any apparatus which shall have been repaired, modified or altered in any way so
as, in the Company's sole judgement, to have adversely affected the units
stabil ity or rei i abi I ity.
6. Items subjected to misuse, negligence, accident or improper maintenance.
7. Apparatus used outside of the United States.
8. Loss of time or use of the vehicle, inconvenience or other incidental expenses.
.
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Nothing contained in this warranty shall make EMERGENCY ONE. INC. liable beyond the
express limitations hereof, for loss, injury or damage of any kind to any person or entity
resulting from any defect or failure in the machine.
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To the extent permitted by law, THIS WARRANTY IS IN LIEU OF ALL OTHER
WARRANTIES, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION. ANY
IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR
PURPOSE.
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To the extent permitted by law, this warranty is also in lieu of all other obligations or
liabilities on the part of EMERGENCY ONE, INC., or the Seller. including liability for
incidental and consequential damages.
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EMERGENCY ONE, INC., makes no representation that the machine has the capacity to
perform any functions other than as contained in the Company's written literature.
catalogs or specifications accompanying delivery of the machine.
No person or affiliated company representative is authorized to give any other warranties
or to assume any other liability on behalf of EMERGENCY ONE. INC. in connection with
the sale, servicing or repair of any apparatus manufactured by the Company.
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PRINTED in U.S.A.
EMERGENCY ONE, INC.
OCALA, FLORIDA
#17/3-84
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CITY OF
NORTH RICHLAND HILLS
Planning and Development
2/9/87
Council Meeting Date:
Agenda Number: PW 87-9
ubject:
Request of B. H. & L. Joint Venture for Approval
of Temporary Construct10n on W1!Son Lane
At the meeting of January 26, 1987 the City Council heard the request of B. H. & L.
Joint Venture for approval of the construction of a temporary "county-type" road along
the alignment of the proposed Wilson Lane. The applicants proposed to provide the
temporary roadway until such time as the properties adjacent to the road were developed.
At that time the permanent street, a six lane divided Arterial Thoroughfare would be
constructed.
In the Staff review of the proposal seven areas were identified which should be
considered in developing an agreement for approving the request.
1) The original proposal by B. H. & L. requested that the City assume a portion of
the costs of the construction. The Staff suggested that the applicant assume all
the costs of material for the project.
2) The Staff suggested that the minimum roadway width be 36 feet.
3) Based upon the concerns expressed by property owners in the area of the proposed
street, it was suggested that any drainage facilities constructed be in
compliance with the City's requirements and provide protection of the off-site
properties both upstream and downstream of the applicants property.
"4) It was suggested that the applicants assume the responsibility for the
maintenance of the temporary road until such time as the permanent road could be
constructed.
5) The Staff proposed that a covenant or contract be executed between the City and
B. H. & L. Joint Venture requiring that ïf any portion of their properties were
developed, whether the developing portion be adjacent to Wilson Lane or merely
serviced by the street, that the development would generate construction of a
prorated share of Wilson Lane.
6) It was also stipulated that the construction of either the temporary or permanent
portion of Wilson Lane adjacent to Davis Boulevard be coordinated with the
State Department of Highways and Public Transportation plans for the improvements
to Davis Boulevard.
7) That B. H. & L. be required to dedicate the full right of way of Wilson Lane as
shown on the Thoroughfare Plan. The Staff suggested that the right of way width
should be 100 feet with the addition of minimum five foot utility easements on
each side of the street for future utilities.
Based on these items the City Council directed the City Manager to negotiate with the
applicants to resolve any differences and c~nstruct a mutually agreeable contract based
upon these issues.
Finance Review
Source of Funds:
Bonds (GO/Rev.)
~n ~
~1 c ~
Departm'e Head Signature
CITY COUNCIL ACTION ITEM
Acct. Number
Suffrcient Funds Available
K 111 /~~
City Manager
. Finance Director
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Page 1 of 2
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After a meeting between all the principles of the B. H. & L. Joint Venture and the City
Manager and Director of Planning, B. H. & L. Joint Venture has submitted a proposal
which would answer the issues identified as follows:
1) B. H. & L. has agreed to provide all costs of materials for the proposed project.
The City will contract with Tarrant County Precinct #3 for the Labor and
equipment to accomplish the construction.
2) B. H. & L. agrees to construct the temporary roadway to provide a minimum usable
pavement width of 32 feet. This will provide two fourteen foot lanes with a two
foot shoulder on each side. For purposes of comparison, Interstate Freeway
standards call for traffic lanes with a twelve foot to fourteen foot range.
3) The drainage design for the temporary roadway will satisfy the requirements of
the drainage area both upstream and downstream of the road. The design plans for
this drainage will be submitted for approval by the City Engineer.
4) The applicants will not accept responsibility for the continuing maintenance of
the road.
5) B. H. & L. agrees to develop portions of Wilson Lane incrementally in conjunction
with the development of their overall project. They propose to allocate the
development of the road on the basis of the percentage of their property being
developed. They would like to reserve the right to construct the road in minimum
500 foot increments. They would also like to choose whether to develop only one
side of the divided thoroughfare or both sides dependent upon its relative
benefit to their projects. This decision as to the area actually constructed
would be with the concurrence of the City Manager.
6) The State Department of Highways and Public Transportation would be consulted and
their concurrence would be obtained for the intersection design at Davis
Boulevard.
7) The right of way for the proposed street will be dedicated by the B. H. & L.
Joint Venture upon the completion of construction of the temporary street. The
dedication instrument will be supplied and held in escrow pending completion of
the work, at which time it will be filed.
The City Attorney is drafting a contrac~ covering the agreed points as outlined above,
which will be available at the Counc,il meeting on February 9 J 1987.
RECOMMENDATION:
It is recommended that the City Council approve the contract with B. H. & L. Joint
Venture allowing for the construction of a temporary road along the alignment of Wilson
Lane through the applicants' property and authorize the Mayor to execute the same.
CITY OF NORTH RICHLAND HILLS
Page 2 of 2
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