HomeMy WebLinkAboutCC 1982-10-25 Agendas •
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CITY OF NORTH RTCHLAND HILLS o o
CITY COUNCIL AGENDA
'or the Meeting- October 25, 1982 , at 7:30 p.m. , in the City Hall , 7301 N.E. Loop 820
.;UMBER .- . - ITEM - ,. • ACTION TAKEN
PRE-COUNCIL
6:30 P.M.
1 Discussion of Brick Ordinance •
2.' Discussion of Appointments to Board of
Adjustment
3. Discussion of Other Items •
COUNCIL ,
7:30 P.M.
.
1 . Call to Order • •
2. Roll Call •
•
3. --Invocation
4:- Consideration of Minutes of the Regular
. Meeting October 11;1982
5. -.Presentation of Five Year Certificate
and Service Pin to Billy Blackwell - //
-Parks Department
6: ' Consideration of Resolution - Special - 22- a?
-Recognition - -
•
7. -Consideration of Appointments to the
$kr&..of Adjustments. .... .��.. �� -
Page 2
•
CITY OF NORTH RTCHLAND HILLS
CITY COUNCIL AGENDA
the Meeting October 25, 1982 , at 7:30 p.m. , in the City Hall , 7301 N.E. Loop 820.
JhBER ITEM - . . ACTION TAKEN
R. Planning & Zoning, PS 82-27, Request of
Charles Owen Company for Final Plat of
Lots 10A-19B, Block 30, College Hill
Addition (Located on the Southwest Corner
of Smithfield Road and Watauga)
1 9. Planning & Zoning, PS 82-31, Request of
1 John McBroom for Final Plat of Lot 1,
Block 3, Mollie B, Collins Addition
(Located on the South Side of O'Dell
1 Street and West of Smithfield Road)
•
10. Planning & Zoning, PS 82-32, Request of
Martin Development Corporation for Final -
Plat of Meadow Ridge Estates Addition
(Located West of Rufe Snow, South of -
- Meadow Lakes Drive and East of Lariat)
11. Planning & Zoning, PS 82-34, Request of j
Racetrac Petroleum, Incorporated, for •
Final Plat of Lot 2, Block 1, Richland
4 Terrace Addition(Located on the West Side
Grapevine Highway and North of Edisons)
17 Planning & Zoning, PS 82-36, Request of
Sue K. Fugate and Ray Singuefield for
Final Plat of Lot 4, Block 1, A. G. • __ .
•
Walker Addition (Located on the West
Side of Grapevine Highway South of
Glenview Drive)
13 Consideration of Awarding Bid for
Vibratory Roller - Public Works Dept.
Page 3 CITY OF NORTH RICHLAND HILLS •
CITY COUNCIL AGENDA
)r the Meeting- October 25, 1982 , at 7:30 p.m. , in the City Hall , 7301 N.E. Loop 820
•
VUM3ER ITEM ACTION TAKEN•
14. Consideration of Awarding Bid for One (1) •
Rubber Tired Loader - Public Works Dept.
is Consideration of Payment to Sharrock
Flertric for Signal Repair at
Loop 820 and Rufe Snow Drive in the
Amount of $14,670.00
lk Consideration of Payment to Austin Road
Company for Rufe Snow Drive Phase I in •
the Amount of $84,749. 15
17 Consideration of Final Payment to Dallas
Aerial Surveys, Incorporated in the
Amount of $19,800.00
•
18. Consideration of Payment to Harco •
Company for Cathodic Protection at Conn
Drive Ground Storage Tank in the
•
Amount of $17,200.00
Consideration of Partial Payment to
Austin Road Company for Dawn Drive ,
•
Improvements i9 the Amount of $150,415.24
20. Consideration of Ordinance Adopting 61/111
Council Rules of Procedure
21. Citizen Presentation -
22. Adjournment
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, OCTOBER 11, 1982 - 7:30 P.M.
1. Mayor Faram called the meeting to order October 11, 1982, CALL TO ORDER
at 7:30 p.m.
2. Present: Dick Faram Mayor ROLL CALL
Jim Ramsey Mayor Pro Tern
Jim Kenna
Richard Davis Councilmen
J. C. Hubbard
Dick Fisher
Harold Newman
Marie Hinkle Councilwoman
STAFF:
Rodger N. Line City Manager
Jeanette Moore City Secretary
Rex McEntire City Attorney
Dennis Horvath Assistant City Manager
Richard Albin City Engineer
Gene Riddle Director Public Works/Utility
Lou Spiegel Director Finance
BOARD MEMBERS:
George Tucker Planning & Zoning
Margie Nash Planning & Zoning
Don Bowen Planning & Zoning
PRESS:
Jeff Yeates Mid Cities News
3. Councilman Harold Newman introduced Reverend Jim Olney, INVOCATION
Smithfield Methodist Church, who gave the invocation.
4. Councilman Hubbard moved, seconded by Councilwoman Hinkle, CONSIDERATION OF
to approve the minutes of September 27, 1982. MINUTES OF THE
REGULAR MEETING
Mayor Pro Tem Ramsey stated that Councilman Newman was SEPTEMBER 27, 1982
present, but was not listed on the roll call. APPROVED AS
CORRECTED
Motion to approve as corrected carried 6-0; Councilman
Fisher abstaining due to absence from the meeting.
5. Councilman Kenna moved, seconded by Mayor Pro Tem Ramsey, CONSIDERATION OF
to approve the minutes of the Special meeting September 30, 1982. MINUTES OF THE
SPECIAL MEETING
Motion carried 5-0; Councilmen Hubbard and Fisher abstaining SEPTEMBER 30, 1982
due to absence from the meeting. APPROVED
October 11, 1982
Page 2
6. Mayor Faram, on behalf of the City, presented Thomas Gaylor PRESENTATION OF FIVE
with a five year certificate and service pin for five YEAR CERTIFICATE AND
years of service with the City. SERVICE PIN TO
THOMAS E. GAYLOR OF
THE POLICE DEPARTMEN'
7. Councilman Hubbard moved, seconded by Mayor Pro Tem Ramsey, CONSIDERATION OF
to grant an appeal hearing on PZ 82-24, Byrd's Automotive. GRANTING AN APPEAL
HEARING ON PZ 82-24,
Mayor Faram stated he had been advised that the Appeal BYRD'S AUTOMOTIVE
Hearing could be held on November 8, 1982. GRANTED
Councilman Hubbard amended his motion, seconded by
Mayor Pro Tem Ramsey, to state "grant the appeal hearing
on PZ 82-24, to be held on November 8, 1982."
Amended motion carried 7-0.
8. Mr. Don Murphy, Lexus Investment, Dallas, appeared CONSIDERATION OF
before the Council. REQUEST OF LEXUS
INVESTMENT/DEVELOP-
Mr. Murphy stated they were planning to build an apart- MENT FOR VARIANCE
ment complex and wanted to use fiberglass reinforced FROM THE BRICK
cement on the exterior walls. Mr. Murphy stated the complex ORDINANCE - MR. DON
would consist of 188 units and would be located at Glenview MURPHY
Drive and King Arthur Circle. Mr. Murphy stated they DENIED
planned to do extensive landscaping, have brick driveways,
stained windows and brick retaining walls. Mr. Murphy
stated all of the units would have a view of the golf course.
Mr. Murphy stated that Dr. Kulagawas interested in purchasing
part of the complex and was present to speak in his behalf.
Mr. Murphy introduced Mr. Bill Nicholes, Manufacturer of
the fiberglass reinforced cement, and advised the Council
that Mr. Nicholes was available to answer any questions
pertaining to the product.
Mayor Faram asked Mr. Nicholes to verify that the product
was equivalent to fire as brick.
Mr. Nicholes stated it has the same equivalence.
Councilman Fisher asked if the concrete panels would be
on the first floor only.
Mr. Nicholes stated the code permitted this type of covering
up to the ceiling line of the first floor.
Mayor Pro Tem Ramsey asked if the ordinance only required
brick up to the second story.
October 11, 1982
Page 3
Mr. Riddle stated that was correct; the ordinance was
changed in 1976 or 1977.
Councilman Davis asked Mr. Nicholes if the concrete panels
would cover all four sides.
Mr. Nicholes stated they would be on all four sides.
Councilman Davis asked what the cost difference was on
brick and the concrete panels.
Mr. Nicholes stated the cost was the same on both.
Councilman Davis asked why they wanted to use the concrete
panels instead of brick.
Mr. Nicholes stated because the panels would allow more
flexibility in design.
Councilman Kenna asked if each unit would be sold.
Mr. Murphy stated the units would be sold to investors.
Councilwoman Hinkle asked how large the apartments would
be.
Mr. Nicholes stated each unit would have 800 square feet.
Councilman Hubbard moved, seconded by Mayor Pro Tem Ramsey,
to deny the request of Lexus Investment for a variance to
the Brick Ordinance.
Motion carried 6-1; Councilmen Kenna, Hubbard, Fisher,
Ramsey and Newman and Councilwoman Hinkle voting for;
Councilman Davis voting against.
9. Mayor Faram opened the public hearing on PZ 82-22 and PLANNING & ZONING
called for anyone wishing to speak in favor of this request PUBLIC HEARING
to please come forward. PZ 82-22, REQUEST 01
HERMAN SMITH, STONY-
Mr. Loren Howerton appeared before the Council BROOKE, INCORPORATE!
representing the applicant. TO REZONE A PORTION
OF TRACT A, BLOCK 1:
Mr. Howerton stated the request was to rezone Tract A, STONYBROOKE ADDITIOI
Block 13, from Commercial to 1F-9-1300. Mr. Howerton FROM COMMERCIAL TO
stated he would answer any questions the Council might 1F-9-1300 - ONE
have. FAMILY DWELLINGS
(PUBLIC HEARING
Mayor Faram called for anyone wishing to speak in RECESSED AT 9-27-82
opposition to this request to please come forward. COUNCIL MEETING)
(LOCATED EAST OF
There being no one else wishing to speak, Mayor Faram DAVIS BOULEVARD,
closed the public hearing. SOUTH OF HIGHTOWER
BOUNDED ON THE SOUTI
BY BROOKHAVEN DRIVE;
October 11, 1982
Page 4
10. Councilman Hubbard moved, seconded by Councilman Kenna, CONSIDERATION OF
to approve PZ 82-22, Ordinance No. 982. ORDINANCE FOR
PZ 82-22
Motion carried 7-0. APPROVED
ORDINANCE NO. 982
11. Mayor Faram opened the public hearing and called for PLANNING & ZONING
anyone wishing to speak in favor of this request to PUBLIC HEARING
please come forward. PZ 82-20, REQUEST Of
ELMER ALLISON TO
Mr. Marion Massey, Attorney, appeared before the Council REZONE TRACT 3A,
representing the applicant. ABSTRACT 1150,
DAVID MOSES SURVEY
Mr. Massey stated that Mr. Gary Teague who was representing FROM AGRICULTURE TO
the buyer of the property would assist him in making the 1F-12-1800, 1F-9-17(
presentation. AND 1F-9-1500
(LOCATED EAST OF
Mr. Massey stated that on July 22, 1982 the Planning and EDEN ROAD AND NORTH
Zoning Commission denied this request. Mr. Massey stated OF AMUNDSON ROAD
the request had been presented to the Planning and Zoning WITH PORTIONS FRONT-
Commission on two previous occasions and they had approved ING ON EDEN ROAD)
it. Mr. Massey stated the Council had denied the request
on two previous occasions. Mr. Massey stated the subdivision
his client planned on developing would be compatible with
the existing buildings. Mr. Massey stated the development
would be a definite improvement for the overall
community. Mr. Massey stated they planned to bring the
sewer service from the north and it would be available to
the existing homes. Mr. Massey stated the main objection
from the present property owners rn the area was the
condition of Eden Road and the added traffic. Mr. Massey
stated that the developer would be instrumental in getting
the road improved and the drainage. Mr. Massey stated the
County Commissioner had indicated the County would furnish
the equipment and the City would furnish the materials
for the improvement of the street and drainage. Mr. Massey
stated that the developer was willing to put up $10,000
for material for the work that was to be done.
Mr. Massey stated another objection was the overcrowding
of the schools. Mr. Massey stated he had been in contact
with the superintendent of the School District and he had
advised him that at such time it was warranted a school
would be built in the area; the land had already been
dedicated.
Mr. Massey stated that at the time the case was presented
to the Planning and Zoning Commission a petition was
presented against the request that had ten signatures
out of the twenty-two property owners that were notified.
October 11, 1982
Page 5
Mr. Massey stated he had been in contact with Doug
Long, Engineer for Mr. John Barfield who owned the
property adjacent to this tract of land and if this
request before the Council tonight was approved they
intended to open a thoroughfare to Precinct Line Road.
Mr. Massey stated that at the present time Mr. Barfield's
property was landlocked.
Councilman Hubbard asked Mr. Massey if the developer
was willing to put $10,000 to $12,000 up front for the
road improvements.
Mr. Massey stated yes.
Councilman Hubbard asked Mr. Massey if Mr. Barfield had
made any comments on the development of his property.
Mr. Teague stated that Mr. Barfield was pursuing his plans
and would work in conjunction with the developers of the
property in question.
Mayor Pro Tern Ramsey asked how far the sewer line would
be taken and how it would benefit the present property
owners.
Mr. Teague stated the sewer would be brought from Little
Bear Creek and extend to the most westerly property line,
it would be approximately 1/2 mile closer to the present
property owners.
Councilman Davis asked if Mr. Barfield owned the property
all the way to Precinct Line Road.
Mr. Teague stated there were approximately 300 feet between
Mr. Barfield and Precinct Line Road that he did not own.
Councilman Davis stated that even if Mr. Barfield developed
his property there would still be 300 feet of property
between his property and Precinct Line Road.
Councilman Kenna stated the City needed some assurances
that the stubbed out street in the proposed development
did not go through to the Barfield property until a
street could be cut through to Precinct Line Road.
Mr. Massey stated they would do whatever the City wanted.
Councilman Kenna asked if the City had a comment from
the County on the improvements.
Mr. Riddle stated yes, all that was needed was the
easements for the drainage.
October 11, 1982
Page 6
Councilman Kenna asked who needed to dedicate the
easements.
Mr. Riddle replied the developer.
Mr. McEntire asked Mr. Teague if the developer would
dedicate the easements.
Mr. Teague stated they would dedicate the easements.
Councilman Kenna asked if the street could be finished
before the development was finished.
Mr. Riddle stated the street could be finished except
for the surface.
Mayor Faram called for anyone wishing to speak in
opposition to this request.
Mr. Billy Wallace, 7401 Eden Road, appeared before
the Council.
Mr. Wallace stated he was speaking for the homeowners
around him and up and down Eden Road. Mr. Wallace stated
the property owners still wanted 1,800 square foot homes
and 12,000 foot lots.
Mr. Wallace stated he felt that if the houses and lots
were smaller it would devalue his property. Mr. Wallace
stated there were seventeen houses in the area over 1,800
square feet and five with 1,300 square feet that had
been there for years. Mr. Wallace stated the Planning
and Zoning Commission denied this request because of the
condition of the street.
Mr. Wallace stated he had a contractor friend give him
an estimate on fixing the road and it would cost approxi-
mately $67,000.
Mr. Wallace stated that he had talked to the property owner
that owned the 300 foot strip next to Mr. Barfield and
was advised he was holding on to the strip of land for
commercial.
Mr. Wallace stated the houses that were there now had
sewer, septic tanks, and they were adequate.
Mr. Wallace stated that if the City wanted to help the
people in the area, fix Eden Road first then let the
property be developed.
Mayor Faram asked Mr. Wallace if the $67,000 was for
curb, gutter and drainage.
October 11, 1982
Page 7
Mr. Wallace stated it included putting in new base, surfacing
and headwalls.
Mayor Faram asked Mr. Wallace if that figure included
using county labor.
Mr. Wallace stated no, it was just an estimate on what
it would cost to fix the road right.
Mayor Faram asked Mr. Wallace if the street was fixed
like he was talking about, would there still be objections
from the neighbors.
Mr. Wallace stated he would still want the homes to be
1,800 square feet and the street fixed properly.
Councilman Hubbard stated that Mr. Wallace mentioned
access, sewer, drainage, streets, bridges and funding.
Councilman Hubbard stated that according to the Planning
and Zoning minutes of July 22nd, Mr. Wallace had stated
that if the houses were brought up to a larger square
footage, they would not complain.
Mr. Wallace stated he would not have any objections
to the development as long as the houses were around
1,800 square feet and something was done to the street.
Mayor Pro Tem Ramsey stated that Mr. Wallace had referred
several times that he wanted the Council's help. Mayor
Pro Tem Ramsey stated he had taken it upon himself and
contacted Mr. Goins and asked him to get in touch with the
neighbors so they could set down with the developer
and iron out some of the problems. Mayor Pro Tem
Ramsey stated he got word back that the neighbors had
rather deal with this in the form of the Council. Mayor
Pro Tem Ramsey stated it was difficult to work out these
type of problems in this type of form. Mayor Pro Tem
Ramsey stated the City had tried to help because they
wanted the issue resolved.
Mr. Wallace stated no one had contacted him about
setting down and discussing it. Mr. Wallace stated the
homeowners and the Council had discussed it for the last
eighteen months and had not agreed on how to settle the
matter.
Mayor Pro Tem Ramsey stated that everytime they thought
things were about settled, a new item came up. Mayor
Pro Tem Ramsey stated the problem with the road always
came up.
Mr. Wallace stated the road was still one of the problems.
October 11, 1982
Page 8
Mayor Pro Tem Ramsey stated the City felt they had the
road problem resolved and the homeowners still wanted
1,800 square foot houses.
Councilwoman Hinkle asked what was to be done to
Eden Road and when.
Mr. Riddle stated the roadbed would be rebuilt, the
culverts extended and the road resurfaced. Mr. Riddle
stated the easements would have to be obtained first.
Councilwoman Hinkle asked if the City was unable to
get the easements.
Mr. Riddle stated the developer had agreed to let the
City have the easements.
Councilwoman Hinkle asked if the City was ready to
start work on the road.
Mr. Riddle replied yes.
Councilman Davis asked Mr. Riddle if the construction
would get the water to drain to the east.
Mr. Riddle replied yes.
Councilman Davis asked Mr. Wallace if he would object
to the development if construction was not started
until the road was built.
Mr. Wallace stated he still wanted larger houses, why
should he cause his house to deteriorate in price in
order for someone else to make a gain.
Mayor Faram asked Mr. Wallace if he would agree that
to build all 1,800 square foot homes adjacent to the
existing smaller homes would devalue them.
Mr. Wallace stated the houses on the west side of
Eden Road were larger than the ones on the east side.
Mayor Faram stated that in the proposed development
the first lots in the subdivision would be 1,800 square
feet, the second 1,700 square feet and the third 1,500
square feet; if the existing homes with less square
footage did not devalue Mr. Wallace's property, did
he still feel the development would devalue his
property.
Mr. Wallace replied yes.
October 11, 1982
Page 9
Mayor Faram called a five minute recess. RECESS
Mayor Faram called the meeting back to order. The same BACK TO ORDER
Council members and Staff were present as recorded at
the beginning of the meeting.
Mrs. Jean Wollenschlager, 7308 Eden Road, appeared before
the Council.
Mrs. Wollenschlager stated that there were only ten names
on the petition because five of the neighbors were on
vacation. Mrs. Wollenschlager stated that Birdville School
District did not have the money in hand to build another
school. Mrs. Wollenschlager stated that if this development
was approved the City was asking the present property
owners to put up with extra traffic.
Dr. Raymond Pankey, 7405 Eden Road, appeared before the
Council.
Dr. Pankey stated that If the road was fixed and sewer
brought in, he would not object to the development.
Mayor Faram advised Mr. Pankey that the sewer would not
be put in at City expense.
Dr. Pankey stated he realized this, but the sewer would
be closer to the existing residents.
Mr. R. T. Koonce, 7244 Eden Road, appeared before the
Council.
Mr. Koonce stated he would not object to the size of
the houses if the lots were larger.
There being no one else wishing to speak, Mayor Faram
closed the public hearing.
12. Mayor Faram advised the Council this was an Appeal CONSIDERATION OF
Hearing and would require three-fourths vote of the ORDINANCE FOR
Council. PZ 82-20
APPROVED
Councilman Hubbard moved, seconded by Councilman ORDINANCE NO. 983
Kenna, to approve PZ 82-20, Ordinance No. 983.
Councilman Kenna stated he personally felt the improve-
ment of Eden Road would be an asset to the community
and that the street should be started before the develop-
ment. Councilman Kenna stated that at the time the plat
was approved the City needed to make sure the stubbed
out street did not go through to the adjacent property
until a street could be put through to Precinct Line
Road. Councilman Kenna stated he also felt the size of
the homes were adequate.
October 11, 1982
Page 10
Mayor Pro Tem Ramsey called for the question.
Motion to approve carried 7-0.
13. Mr. Line stated a correction needed to be made in the CONSIDERATION OF
Ordinance on page two, Section 6, the collection per- ORDINANCE NO. 980
centage should be 15% and not 20%. PROVIDING FOR THE
LEVY AND COLLECTION
Mr. Line stated the tax proposal was based on the OF AD VALOREM TAX
Tarrant Appraisal District tax roll. Mr. Line stated WITHIN THE CITY OF
Tarrant Appraisal intended to reduce the rate 10% NORTH RICHLAND HILL
on single family homes. Mr. Line stated it was projected TEXAS, ON THE 1ST
that the tax roll would be $621,889,157. Mr. Line stated DAY OF JANUARY, 198
the city taxes would be reduced from $0.69 to $0.60 per APPROVED
100% valuation.
Councilman Hubbard moved, seconded by Councilwoman Hinkle,
to approve Ordinance No. 980.
Motion carried 6-1; Councilmen Kenna, Fisher, Hubbard,
Ramsey and Newman and Councilwoman Hinkle, voting for;
Councilman Davis voting against.
14. Mr. Line stated this bid was to replace the outdated CONSIDERATION OF
two-way radios in the Police Department. Mr. Line stated AWARDING BID FOR
it was recommended that the low bid for the ten hand- PORTABLE AND MOBILE
held radios and chargers be awarded to General Electric RADIOS - POLICE
for $9,231.00 and the bid of Motorola in the amount of DEPARTMENT
$9,020.00 for the mobile radios.
Councilman Hubbard moved, seconded by Councilman Kenna,
to award the bid for the hand-held radios and chargers
to General Electric and Motorola for the mobile radios,
total amount of $18,251.00.
Motion carried 7-0.
15. Mr. Line stated this bid would replace the outdated CONSIDERATION OF
base station in the Police Department. AWARDING BID FOR
COMPLETE RADIO
Councilman Hubbard moved, seconded by Councilwoman COMMUNICATIONS
Hinkle, to award the bid to Com Center Corporation CONSOLE - POLICE
in the amount of $12,610.00. DEPARTMENT
APPROVED
Motion carried 7-0.
16. Mr. Line stated the Capital Improvement Program CONSIDERATION OF
was submitted to the Council in July and there had ADOPTION OF CAPITAL
been several discussions since that time and some IMPROVEMENT PROJECTE
changes had been recommended. Mr. Line stated the APPROVED
recommendation was for the Council to approve the
Program as revised.
October 11, 1982
Page 11
Councilman Ramsey moved, seconded by Councilman Kenna,
to approve the Capital Improvement Projects as revised.
Motion carried 7-0.
17. Mayor Faram advised the Council this Change Order was CONSIDERATION OF
to replace a water line in Dawn Drive. CHANGE ORDER #2,
DAWN DRIVE, IN THE
Councilman Kenna moved, seconded by Councilman Davis, AMOUNT OF $17,998.2:
to approve Change Order #2, in the amount of $17,998.27. APPROVED
Motion carried 7-0.
18. Councilman Fisher moved, seconded by Councilman Newman, CONSIDERATION OF
to approve partial payment to Dallas Aerial Surveys, PARTIAL PAYMENT TO
Incorporated in the amount of $20,000. DALLAS AERIAL SUAVE)
INCORPORATED IN THE
Motion carried 7-0. AMOUNT OF $20,000 -
TOPOGRAPHIC MAPPING
Councilman Davis asked if there were any time APPROVED
scheduling on the maps.
Mr. Albin stated the maps were 70% complete, the Company
was ahead of schedule.
19. Mayor Pro Tern Ramsey moved, seconded by Councilman Hubbard, CONSIDERATION OF
to deny the Public Works Management Study. APPROVAL OF PUBLIC
WORKS MANAGEMENT
Motion carried 7-0. STUDY
DENIED
20. Mayor Pro Tem Ramsey moved, seconded by Councilman Hubbard, INTRODUCTION OF
to approve the revised Council Rules of Procedure. REVISED RULES OF
CITY COUNCIL
Mr. Line advised that the Council Rules were only being PROCEDURE
introduced; they would have to be approved at the next
Council meeting.
Mayor Pro Tem Ramsey amended his motion, seconded by
Councilman Hubbard, to state "accept the filing of the
Council Rules of Procedure."
Mayor Faram asked the City Attorney for a ruling on
Section 2.2 of the Rules.
Mr. McEntire stated a quorum would require four members
and the Mayor Pro Tem.
Mayor Faram asked the City Attorney to rule on Section
6.8, on who would excuse the member from voting.
October 11, 1982
Page 12
Mr. McEntire stated the Council members could excuse
the member from voting or the member himself.
Mayor Faram stated he preferred that it be left up to
the Chair if the member could be excused from voting.
Mayor Faram stated he felt more study needed to be done
on the Rules before final approval.
Motion to accept the filing carried 7-0.
21. Mr. Blanton stated he was a resident of North Richland CITIZEN PRESENTATIO
Hills and a retired school teacher and administrator. MR. HENRY BLANTON
AND GEORGE PARKER
Mr. Blanton make the following presentation: SENIOR CITIZEN
ALLIANCE OF TARRANT
"Ladies and gentlemen, let me first express my appreciation COUNTY, INCORPORATE
and thanks for your permission to allow us to appear before RE: REQUEST FOR
this Council to present our petition to you at this time. INCREASE IN SENIOR
CITIZENS HOMESTEAD
We are here as members and officers of the Tarrant County EXEMPTION FOR
Senior Alliance, an organization registered as a non-profit, 1983-84 TAXES
non-partisian and non-sectarian organization functioning
primarily to aid and assist Senior Citizens of Tarrant
County in many phases and needs of their lives.
People, who are over 65 years of age and older, and own
their homes here in Tarrant County and in North Richland
Hills are confronted with the possibility of having to
pay increased homestead taxes in the future, due to the
recent re-evaluation of their homes by the Tarrant Appraisal
District.
While some older citizens are well off financially, the
large portion of citizens over 65 are dependent mainly on
Social Security or other limited retirement annuity for
their livelihood. Including the recent cost-of-living and
adjustment, the average SS retired worker receives $406.00
per month and the average for an elderly couple is $695.
According to a study by the National Council on Aging 75%
or all persons 65 and over depend on Social security or other
pensions. A study by a Texas Senate Committee concluded
that the income level of persons 65 and over in Texas is
about half that of those 65 and under. Certainly these
figures indicate that most older citizens have no margin
for increased taxes, utilities, medical costs, etc. When
these go up, some necessities such as food, clothing, and
other items must be cut.
The Texas Constitution and laws recognize that older citizens
who have paid full taxes during their working years, in fairness
and equity, are entitled to relief from taxation on their
October 11, 1982
Page 13
homesteads in their retirement years when most of them are
living on fixed incomes near or below the national poverty level.
Unlike most other States, in Texas, a person's homestead is
cherished and protected, especially in his retirement years.
We recognize and appreciate the $12,730 homestead exemption
granted by North Richland Hills, which has given a substantial
measure of tax relief until the recent Peveto legislation and
Constitutional amendment approved by the voters, it was
recognized that additional adjustments might be necessary to
avoid hardships.
Many citizens in Richland Hills, North Richland Hills, Haltom
City, and other nearby towns in Tarrant County, have received
their tax appraisals and have found that their property has
been appraised at a much higher rate than before, therefore,
we are asking that you consider an exemption for the Senior
Citizens of North Richland Hills be increased in proportion to
percent of increase in the value of their property. As an
example, Fort Worth, has increased their exemption from $18,000
to $23,091, a 27}8, Arlington from $15,000 to $25,000 and Tarrant
County from $23,000 to $90,000. Last Monday evening we asked
Richland Hills City Council to consider at least a 15% increase
in exemptions for homestead taxes for their Senior Citizens.
We believe most City Councils in Tarrant County can also match
these requests.
Thank you again for giving us a few minutes of your time, and,
one more thought, if you find an increase impossible for this
year, we would appreciate your consideration on this matter
next year when you present your tax rate to Tarrant Appraisal
District in 1982. Any question you may have we will try to
give you our best answer.
Mayor Pro Tem Ramsey stated that Tarrant Appraisal District had
added to all property in the Birdville School District, which
included North Richland Hills, 15% even though it was all ready
at a market value of 70%. Mayor Pro Tem Ramsey stated several
endeavored with the City of Hurst and went to the Tarrant
Appraisal District Review Board and it was not final yet, but
they agreed to roll back the appraised values 10% of the present
value shown. Mayor Pro Tem Ramsey stated the value shown would
be 10% less. Mayor Pro Tem Ramsey stated that hopefully later
this month, with the action just taken on establishing the tax
rate, there would be an 8% to 15% reduction in the tax rate.
Mr. Blanton asked if consideration was for all homes or just
Senior Citizens.
Mayor Pro Tem Ramsey stated it would include all homes.
Mr. Blanton stated their main concern was with houses
occupied by people over 65 years of age.
October 11, 1982
Page 14
Mr. Blanton asked if North Richland Hills had already passed
the budget for the coming year.
Mr. Line stated that the budget had already been passed for
the coming year.
Mr. Blanton stated any consideration on the request would
be appreciated.
Councilman Hubbard stated he was in sympathy with the Senior
Citizens, but was more burden going to be put on the young
people to protect the Senior Citizen.
Mr. Blanton stated he really could not answer that question.
Councilman Kenna stated the City was already committed this
year, but felt a close look should be taken at what was
provided for the elderly citizens as compared to the neighboring
cities.
Mayor Faram stated that he felt that some kind of equity had
to be found for the young people also.
22. Mayor Faram adjourned the meeting of October 11, 1982. ADJOURNMENT
.
Dick Faram - Mayor
ATTEST: /
C �.�ia�.✓� !�i .
f anette Moore, City Secretary
" \¡t, .'~.;,..-.}..'..... ~,' '{I, ~'-, ,": ,~.~~ 1, _.:
,,:~-
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$tar of the'Metroplex
GIertifitate of ~erltite
THE STATE OF TEXAS
CITY OF NORTH RICH LAND HILLS
. TO:
. BILLY BLACKWELL
IN RECOGNITION OF
Ti'TT/Ti! YEARS OF FAITHFUL SERVICE
TO THE CITY IN THE
PAR1(.C: ,,' DEPARTMENT.
DATED AT NORTH RICHLAND HILLS, TEXAS, THIS 2.5iJJ.
DAY OF
OCTOBER. 1982
Mayor
KJ¡:-I1~£
y Manager
Department Head
. .
, ,.,f'f
October 25, 1982
¿?
DATE:
SIJB,-TE CT :,
Resolution
.
DEPARTMENT :
Librarv·
.. 1.- . ___.-.....-
BACKGROUND:
Mr. Davis has been associated with the Library for several years
~nd the Library Board would to have this resolution present to him.
.
---...-.------..... ~
CTI:Y COU1~CIL AC~ION REQU'IRED:
APPROVE/DISAPPROVE
Bl~DGETED ITE}1:
YES
NO
N/A
;., C C~JU~!'r NtTr·m ER :
...--....--....-,.--... .---'.---....-
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RESOLUTION NUMBER
fl/)~
WHEREAS, J. Fred Davis has been a leader in the community
.. ~.- . ---- before it was·"incorporated as the City of ~orth Richland'Hills¡- and
WHEREAS, he has been very supportive of the growth and
development of this City; and
WHEREAS, through his generous support and concern, he was
instrumental in the formation and continuance of the North Richland
Hills Public Library; and
WHEREAS, he has served as an active member of the Library
Commission since its establishment to this date;
NOW, THEREFORE, be· it resolved that, in appreciation, the
City Council of North Richland Hills, on behalf of its citizens,
recognizes and commends J. Fred Davis for his exemplary citizenship
and unselfish service to the community. The City Counëil~îs also
pleased to grant him an honorary Lifetime Membership to the Library
Commission.
PASSED AND APPROVED the
day of
, 1982.
.
Dick Faram - Mayor
ATTEST:
Jeanette Moore - City Secretary
APPROVED AS TO FORM AND LEGALITY:
Rex McEntire - City Attorney
.
"" ¿f'~
DATE:
O~r()hpr ?C), lqR?
7
SfTBJECT :.
Appointments to the Board of Adiustment
.
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DEPARTIrlENT :
Planning.·& Zoning (Public Works)
-- ""..- . --...-.-
BACKGROUND:
Dr. Hahn has resigned from the Board of Adiustments and it has
been recommended that Bill Fenimore be appointed as a member. He is s~rving
as an alternate at the present time.
.....-. ....'-".-.-....
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CITY' COU~~CIL ACTION REQUIRED:
APE R01TE / D I S ÅPPRO~.1E
BUDGETED ITEM:
YES
NO
N/A
·\CC01J!-lT }~m·fBER:
:~-----------------~------------------------------------------------------------------------
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City of ~orth ~ichland ~ls
Star of the ~etroplex
TO:
Mayor and City Council
DATE: October 21, 1982
FROM: Wanda Calvert
Planning & Zoning Coordinator
SUBJECT: Appoint member to Zoning Board of Adjustment
Due to the resignation of .Dr. E. K. Hahn, we have a vacancy on
the Zoning Board of Adjustment.
Would you please fill this vacancy as soon as possible. We
have two alternates; one could be put in this position and
another alternate appointed.
Thanks,
~~~
(817) 281-0041 /7301 N. E. lOOP 820/ P. O. BOX 18609 / NORTH RICHlAND HillS, T~XAS 76118
City of ~orth 1UcWand ~ls
. Star of the ~etroplex
TO:
FROM:
SUBJECT:
PS 82-27
AP PROV ED
PS 82-31
APPROV ED
PS 82-32
APPROV ED
. PS 82-34
APPROV ED
PS 82-36
APPROV E"D
.
Rodger Line DATE: October 21, 1982
City Manager
Wanda Ca 1 vert
Planning & Zoning Coordinator
Platting Cases for City Council October 25, 1982
Request of Charles Owen Co. for final
plat of Lots lOA-1gB, Block 30,
College Hill Addition.
Request of John M. McBroom for final
plat of Lot 1, Block 3, Mollie B.
Collins Addition.
Request of Martin Development Corp.
for final plat of Meadow Ridge Estates
Addition.
Request of Racetrac Petroleum, Inc.
for final plat of Lot 2, Block 1,
Richland Terrace Addition (previously
submitted as Racetrac Addition).
Request of Sue K. Fugate and Ray
Singuefield for final plat of Lot 4,
Block 1, A. G. Walker Addition.
(817) 281-0041/7301 N. E. lOOP 820 / P. O. BOX 18609 / NORTH RICHlAND HillS, TEXAS 76118
To see Maps with Agenda:
Please contact City
Secretary's Office /
Municipal Records
.,~
DATE: October 21, ¡982
SUBJECT :.
PS 82-27 Fi~al plat of Lots .IOA-19B, Block 30, Coll.ege Hill Addition
.
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Planning and Zoning
DEP ARTMENT:
BACKGROUND: This property is located at the southwest corner of Smithfield Road and
Wa tauga Road.
The owners have agreed to all the Enqineer1s comments with the exception of item #2
....r:.egarding providing dedication for future wideninq of WatauQa Roa'd. It is the feeling
.of thp ownpr ñnd City Staff that the widening would have to come from the north side of
_'4WataugÐ-.Ro..a.d since th~re existing houses on the south side..
~1ßull1inB-and_~mission r~commended approval of this'final plat as presented
__.s.ubj pc-.t tCLt~n.gineer I s .c.omments.
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CITY cour~CIL ACTION REQUIRED: ---8Qproval or denial of final plat.
BTYTJGE'Trn ITm1:
YES
NO X
,~..C~Oln·11 l~UMBER: _, N/ A
- .'" ..- ..-.....-.............. --~.....- -...... -----.---...--......--......... - -~... -...-....--.... -....._...._-._....~~---_...._-~~-..~-..-....---~--.......,---~,-._-..-_--_...--....._------.----~--
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Pa ge 3
P & Z Minutes
September 23, 1982
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Ken Langley, Racetrac Petroleum Co
Atlanta, GA., came forward. He id
they had received. the City E neer's
'comments~and have respond to eaçh
comment.
82-26 and
PS 82-34
, BOTH APPROVED
Mr. Hannon aske this was a part of
a platted su visi'on, the same as
they were scussing earlier, or was it
age.
. Riddle said this property has never
een platted.
Mr. Hannon asked Mr. Riddle if they had
complied with the Engineer's comments.
Mr. Riddle said.what they have not done,
they will; they hàve agreed to all.
Mr. Bowen made the motion to approve
PS 82-26 and PS 82-34 subject to the
Engineer1s comments.
... .
This motion'was seconded by Mr. Hannon
and the motion carried 4-0.
5.
PS 82-27
Request of Charles Owen Company, Inc.
for final plat of Lots lOA-1gB, Block
30, College Hill Addition.
Chuck Owen came forward. He said he
felt this final plat meets the require-
ments whi"ch were spelled out by the City
Engineer.
Mr. Wood asked if the question regarding
an easement o,n the south side of Watauga
Road for future expansion of Watauga Road
had been resòlved.
Mr. Riddle said it was still in the
Engineer's letter.
Mr. Wood said there was some question as
to where it would be needed on the south
side or if it would all be taken off the
north side.
Mr. Riddle said at this time~ we don't
know, there are no definite plans at this
time.
(
Page 4 '.,
P & Z Minutes
September 23, 1982
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Mr. Owen said they thought the right-
of-way would be taken off the north
side because of the existing houses on
, the. _s.out~ s ide of ·..Wa_taug~ Road.
Mr. Riddle said that it would get too
close to those existing houses. .
PS 82-27
APPROVED
Mr. Wood made a motion to approve
PS 82-27 as presentedt,subject to the
Engineer's comments.
This motion was seconded by Mr. Bowen
and the motion c~rried·4-0.
7.
PS 82-31
Request of John M. McBroom for
of Lot 1, Block 3, Molli~ B.
Request of John M. McBroom for preliminar
plat of Lot 1, Block 3, Mollie B. Colli
Add; tion.
Elaine Talbert ¡with Ste idge Engineers
came forward to repre t Mr. McBroom.
She said this was a . 6 acre tract on
Odell Street.
Ms. Talbert id they had received the
er's comments and have
respon to them. She said there was a
shal w drainage ditch mentioned, but she
s· there was not going to be any change
'n the drain. Ms. Talbert said item #2
was in regard to fire protection and the
need for a fire hydrant. She said the
City Engineer suggested putting a fire
hydrant at Hewitt Street and Briardale
Drivet but she was not sure if this had
been worked out.
Ms. Talbert said Mr. McBroom agreed to;
sign a covenant to extend a 6 inch water
line out to his property in the future.
She said there is an existing 2 inch
water line and a 6 inch sewer line to his
property.
Ms. Talbert said the additional utility
easements which were requested have been
added to the plat.
.
.
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.
Charles Owen Companies, Inc.
8821 FORUM WAY, P.O. BOX 40437, FORT WORTH, TEXAS 76140, (817) 293·8990, METRO 589-0622
- ~.- -'----October' 21, 1982 '.
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
,Re: 3-804, City of North Richland Hills,
College Hill Addition, Lots 10A-19'B,
Block 30
.. -.. .
Charles Owen Companies, Inc., as developer of the above referenced land,
agrees to the provisions of the City Engineering letter of July 8, and August
19, 1982, regarding the following items:
A. No additional dedicated right-of-way is necessary for the
proposed future widening of Watauga Road
B. City has the right tp assess property owners for their pro-
rata share of the cost of construction of the proposed
future Watauga Road improvements according to assessment
policy
C. Developer agrees to pay a pro-rata charge of $8.00 per
lineal foot for 318.2 fee~ of existing ten inch water line
in Smithfield Road, for a total of $2,546.00
D. Developer agrees to install additional fire hydrant in the
proposed cul-de-sac to be known as Cardinal Court
E. Developer agrees to avoid any construction which would
cause a concentrated flow of water onto adjacent properties
without written approval from property owners.
Sincerely,
ch ((!)~~
Charles L. Owen II
Vice President
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Owen D. Long, P. E.
.
CONSULTING ENGINEER
September 10, 1982
- - ~- - ..._-.-.......
Mrs. Wanda Calvert
Planning and Zoning Coordinator
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: College Hill Addition
Lots lO-A through 19-B, Block 30
Final Plans PS-82-27
Dear Mrs. Calvert:
Referring to Items 1 and 2 of Knowlton-English-Flowërs1- letter
dated August 19th regarding the above project, since these items
are engineer's statements they do not require any action or
changes to the plans. .
If there are any additions or changes requested, please give us a
call.
.
Your assistance is appreciated.
· cerev, ~.
I' fJ,~
wen . Long, .~J
Consulting Engineer
ODL/ml
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- 1615 Precinct Line Road - Suite 106 / P. O. Box 777, Hurst, Texas 76053 / Phone 817 281-8121 (Res. lSl ft14¿)
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KNOWL TON-ENGlISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
_ ..._ _ ".__~L
Augus t 19, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-804, CITY OF NORTH RICHLAND HILLS,
COLLEGE HILL ADDN.r LOTS lOA-1gB,
BLOCK 30, FINAL PLANS, PS-82-27
We have reviewed the referenced materials for this subdivision and offer
the following comments:
With reference to comment no. 4 in our review letter dated July 8, 1982,
we indicated that pro rata on the existing lO-inch line in Smithfield
Road would be required since this line will be tapped to serve this
development. The City Staff should check the records to determine
if previous pro rata has already been paid on either the existing
lO-inch or 6-inch l,ine in Smithfield Road or the l2-inch 1 ine in
Watauga Road, in which case no additional pro rata would be required.
:r ilL ~
See comments no. 3 and 6 of our Augu~t 8, 1982, letter regarding
Watauga Road assessments and drainage considerations.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
1.
2.
RICHARD W. ALBIN, P.E.
RWA/ljc
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Pulbic Works
550 FIRST STATE BANK BLDG.· BEDFORD. TEXAS 76021· 817/283-6211· METRO/267-3367
/
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KNOWL TON-ENGLISH-FLOWERS, INC
ROUTING
JOB NO. 3- KOL
FiliNG ~
RlK ~,=-c-
KEE DEM
BPF
RWA MER
D HC WAS
GWF DRW
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(.., .
CONSULTING ENGINEERS / Fort Worth-Dallas
July 8, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, .Texas 76118
Re: 3-804, CITY OF NORTH RICHLAND HILLS,
COLLEGE HILL ADDITION,
LOTS IDA TRHOUGH 19B, BLOCK 30,
PRELIMINARY PLANS, PS 82-19
.."
We have reviewed the referenced materials for this subdivision and offer
the following comments:
1. The Developer has taken advantage of the provisions of Ordinanace 908
which permits the division of 2F-9 lots into two undersized lots
for the' purpose of dual-owner duplex type dwelling construction.
This reduction in lot widths is permitted in 2F-9 zoning if con-
struction is in full accordance. with all the provisions of Ordinance
908, dated July 13, 1981. Although this is normally a replat pro-
cedure"we have no objection to such procedure in this case.
2. The Developer has not provided any dedication along Watauga Road
for future widening. However, since the south right-of-way line
of Watauga Road appears to be already established, future right-of-
way for-widening will probably be acquired off the north side of
Watauga Road. Watauga Road corresponds roughtly to the alignment
of the future 120 foot wiäe "C.D.N.LT." Blvd. dght-of-way. Our
preliminary survey maps show this future arterial to veer north of
the Watauga Road-Smithfield Road .intersection, therefore dedication
of additional right-of-way along the south line of Watauga Road
may not be required.
3. The Developer should be required to sign a covenant"runnning with the
land agreeing to participate in the cost of future curb and gutter,
paving, and drainage improvements on Watauga Road, at such time that
these improvements are built, in accordance with the City's assessment
policy.
4. The Developer should be required to pay his pro rata share of the
existing IO-inch water line in Smithfield Road. We would estimate
the Developer's share to be $8.00 per linear foot for a total
distance of 318.2 feet far an equivalent 6-inch line.
550 FIRST STATE BANK BLDG.· BEDFORD, TEXAS 76021· B17/2e~6211. METRO/2S7-33fS7
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Page 2, Planning & Zoning Commission, July 8, 1982
5. Although existing fire hydrant coverage of this subdivision is
available we would request that an additional fire hydrant be
located in the proposed cul-de-sac to provide a more central and
accessable source of supply in the event of a fire.
6. Based on the topographic map shown on the drainage plan,.existing
storm water runoff from this subdivision onto· adjacent property
appears to be sheet flow. The Developer should avoid any construction
which would cause concentrated flow on adjacent property without
written approval from property owners receiving~such concentrated
di scharge.
Should you have any questions concerning the' review of this subdivision,
please do not hesitate to call.
RICHARD W. ALBIN, P.E.
RWA/ljc
cc: Mr. Rodger N. Line, City Manager
Mr. Allen Bronstad, Director of Development
Mr. Gene Riddle, Director of Public Works
.' .~
DATE: October 21~ 1982
SlJBJECT:. J~2-31 Final plat of Lot 1, Block 3, Mollie B. Colli'ns Addition
·
DEPARTMENT: Plan.n;ng and ZoninQ
BACKGRO~~: This property is located on the south side of-Odell Street and is west of '
-Smithfield Road.
_The owner ha s' agreed to a 11 Eng i neer· s comments wi th the ,except; on of i tern #2 regard i ng
. .
.. installing a fire hydrant at Hewitt and Briardale which is not close to this property.
Thp P1a.nn;ng and Zoning Cornmissi'on recommended apPt:'ova1 of this f.ina1 p'a~ ~ubject to the
Fnginppr1s comments with the ~xcept;-on of i'tem #2 regarding' the installin'g of the fire
hyrl r;:) n t·
·
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CITY COUNCIL /\CTI01'1 REQUIFE1): --Ap.pr,oval--ºL...Qeni'al of final, plat.
L~: " Ð .~ ë:TED I T }:1~1 :
YES NO
-- ""' -----.......-
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ACCOUNT l'~UMBER: --lV-A--
------------------------------------------- - ..¿¡-- ~ (?~
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Page 4 ~
P & Z Minutes
September 23, 1982
Mr. Owen said they thought the
of-way would be taken off north
side because of the ting houses on
the. south sid . atauga Road.
Mr. le said that it would get too
ose to those existing houses. .
..
Mr. Wood made a motion to approve
PS 82-27 as presented, subject to the
Engineer's comments.
6.
PS 82-30
This motion was seconded by Mr. Bowen
and the motion c~rried'4-0. '
Request of John M. McBroom for preliminary
plat of Lot 1, Block 3, Mollie B. Collins
Add; ticn.
7.
PS 82-31
Request of John M. McBroom for final plat
of Lot 1, Block 3, Molli~ B. Collins Addn.
Elaine Talbert~with Stembridge Engineers
came forward to represent Mr. McBroom.
She said thi's was a .76 acre tract on
Odell Street.
Ms. Talbert said they had received the
City Engineer's comments and have
responded to them. She said there was a
shallow drainage ditch mentioned, but she
sai"d there was not going to be any change
in the drain. Ms. Talbert said item #2
was in regard to fire protection and the
need for a fire hydrant. She said the
Ci ty Engi'neer sugges ted putt; ng a fire
hydrant at Hewitt Street and Briardale
Drive, but she was not sure if this had
been worked out.
.
Ms. Talbert said Mr. McBroom agreed to~
sign a covenant to extend a 6 inch water
line out to his property in the future.
She said there is an existing 2 inch
water line and a 6 inch sewer line to his
property.
Ms. Talbert said the additional utility
easements which were requested have been
added to the plat.
I
Page 5 \,
P & Z Minutes
September 23, 1982
--
PS 82-3D and
PS 82-31
BOTH APPROVED
8.
PS 82-32
Mr. Bowen asked Mr. Riddle if the
request for a fire hydrant had been
worked out. .
Mr.'Riddle sàid he took a look at the
area of Hewitt and Brîardale, an9 if
you did not go across someone else's
land, it would be 2 blocks from Mr.
McBroom's property. He said he did not
feel putting one at Hewitt and Briardale
would benefit this lot.
Mr. Riddle said he talked with Mr. Stem-
bridge and the owner and said the city
would go ahead and charge him pro rata
for the water line and put the fire
hydrant at Hewitt and Smithfield Road,
and a fire hydrant is already there.
Mr. Riddle said he would suggest the
city charge him pro rata for the water
and sewer lines, and when the 6 inch
line is installed, we will put in another
fire hydrant.
Mr. Hannon made the motion to approve
PS 82-30 and PS 82-31 subject to the
Engineer's comments with the exception
9f item #2 in his letter of August 31,
1982.
This motion was seconded by Mr. Bowen
and the motion carried 4-0.
Request of Martin Development Carpor
for final plat of Meadow Ridge es.
John Levitt, Levitt E ers, came
forward to repres art;n Dev. Corp.
Mr. Levi aid they had received the
Cit gineer's comments and have
sponded to them. He said at the request
of the Commission and the City Staff, they
came before the Zoning Board of Adjustment
and received approval of 2 variances.
Mr. Bowen asked Mr. Levitt if he had seen
the letter from Mr. Riddle regarding the
name of the street being changed to
Marilyn Lane.
.
1 .
2 .
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3 .
4.
5.
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Delbert R. Stembridge
consulting engineer
September 14, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820 .
North Richland Hills, Texas 76118
Re: Lot 1, Block 3, MOLLIE B.
COLLINS ,ADDN., Preliminary
and Final Plans, PS 82-30/31.
In response to Knowlton-English-Flowers lette~ dated August 31,
1982, we offer the 'following comments:
No changes are pr9posed to the existing drainage ditch.
It is the feeling of the owner that the City. should install
the suggested fire hydrant at Hewitt and Briardale since
the required. protection would benefit all other property
owners in that area.
The owner agrees to pay his pro rata share of the existing
6" Sanitary Sewer line in Odell Street.
. .
The owner agrees to sign a covenant to participate 1n the
cost of a future 6" water line in Odell Street.
The additional easements requested by the utility compan1es
have been added to the plat.
If there should be any further questions regarding this Lot, please
do not hesitate to call.
Sincerely,
G\ /) n . () \'L.-~. ·
~ 1\.. JIto-""'^ )..
Delbert R. Stembr1dg , P.E.
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
3729 Flory. North Rlchland Hills. 76118. (817) 284-136~
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KNOWl TON-ENGLISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
August 31, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-906, CITY OF NORTH RICHLAND HILLS,
MOLLIE B. COLLINS ADDN., LOT 1,
BLOCK 3, PRELIMINARY AND FINAL PLANS,
PS 82-30/31, (GRID 69)
. We have reviewed the referenced materials for this subdivision and offer
the following comments:
1. As shown on the drainage plan submitted by the Owner, a shallow
drainage ditch traverses the south half of this lot and drains
a 11.71 acre area which discharges westward onto the adjacent
tract 2J. If any changes to this drainage ditch are proposed which
would shift the point of concentration on the adjacent property,
then the owner of the adjacent tract 2J should be advised of any
such modifications.
2. Proposed water service to this propoerty is from an existing l~-inch
water line in Odell Street. We would note that adequate fire. hydrant
coverage for this property is not provided. Installation of a fire
hydrant on the existing 6-inch line at Hewitt Street and Briardale
Drive would provide the required protection.
3. The Owner should be required to pay his pro rata share of the existing
6-inch sanitary sewer line in Odell Street which will serve this
property. We would estimate pro rata at $4.00 per linear foot
for a total length of 99.95 feet.
4. The Owner should be required to participate in the cost of a future
6-inch water line in Odell Street as required for replacement of
the existing l~-inch line. The Owner should either escrow $4.00 per
foot for a total length of 99.95 feet or sign a covenant running
with the land for future participation when the new line is con-
structed.
SSO FIRST STATE BANK BLDG. · BEDFORD. TEXAS 76021· 817/283-6211· METRO/267-3367
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Page 2, Planning & Zoning Commission, August 31, 1982
5. Utility companies should be consulted regarding any easements
which should be added to the plat to serve this property.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
.
{1¡(kJjjJ ~
RICHARD W. ALBIN, P.E.
RWA/l jc
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
. -
.
/'
DATE: October 21, 1982
SlJBJECT :.
PS 82-32 Final Plat of Meadow Ridge Estates Addition'
·
DEPARTMENT: Planning 'and Zoning,
BACKGROUND: This property ,is located west of Rufe Snow, south of Meadow Lakes Drive, and
is approximatelY 125 ft. east of Lariat Drive.
. ,
Martin Dev. Corp. were granted 2 variances, l-allo~ing 25 ft. building lines, and 2-on Lot 1Z
_~llow the depth to be 102 ft. instead of 110 ft.
There was some question regarding the name of the street, r~eadovJr;dge Court. ~,1r. Riddle.·
requestéd it be changed to Marilyn Lane. The bwner did not wish to do this.
The Planning and ZoniD~mission recommended approval of this final plat subject to
the Engineer's comments with a vote of 3-1 with Mr. Hannon voting against.
·
CITY COIJNCIL ACTION REQt1IRED: Approva 1 or Deni a 1 of fi na 1 pl ~,t.
--.
l::rrDGETED ITEM:
YES
NO ----L-_
¡\CCOUNT NUMBER: ~A
:..-.---.---------------------------------------------------~~~_ß~----
·
·
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Page 5 (,
P & Z Minutes
September 23, 1982
Mr. Bowen asked Mr. Riddle if the
request for a fire hydrant had bee
worked out. '
Mr. "Riddle said he took a 1
area of Hewitt and Briar e, and if
you did not go across meone else's
land, it would be 2 ocks from Mr.
McBroomts proper . He said he did not
feel putting 0 at Hewitt and.Briardale
would benef- this lot.
e said he talked with Mr. Stem-
brid and the owner and said the city
w d go ahead and charge him pro rata
or the water line and put the fire
hydrant at Hewitt and Smithfield Road,
and a fire hydrant is already there.
Mr. Riddle said he would sugges,t the
city charge him pro rata for the 'water
'and sewer lines, and whén the 6 inch
line is installed, we will put in another
fire hydrant.
~ 82-3D and
S 82-31
BOTH APPROVED
Mr. Hannon made the motion to approve
PS 82-30 and PS 82-31 subject to the
EngineerJ·s comnents with the exception
of item #2 in his letter of August 31,
1982.
This motion was seconded by Mr. Bowen
and the motion carried 4-0.
8.
PS 82-32
Request of Martin Development Corporation
for final plat of Meadow Ridge Estates.
John Levitt, Levitt Engineers, came
forward to represent Martin Dev. Corp.
Mr. Levi'tt said they had received the
City Engineer's comments and have
responded to them. He said at the request
of the Commission and the City Staff, they
came before the Zoning Board of Adjustment
and received approval of 2 variances.
Mr. Bowen asked Mr. Levitt if he had seen
the letter from Mr. Riddle regarding the
name of the street being changed to
Marilyn Lane.
Pa ge 6 (
P & Z Minutes '
September 23, 1982
.
Mr. Levitt said he had not seen the
lettert but he had discussed this with
t~r. Riddle. He said he had also ~
discussed the matter with the Fire Chi eft
Stan Gertzt ~ho wishes the name be
changed. He said if we use Marilyn Lane,
this would be having 3 different:sections
of Marilyn Lane in this city; one sect;Jon
located east of Holiday Lane, one located
west of Holiday Lane, and then this one
located west of Rufe Snow. Mr. Levitt
said by using Meadow Ridge Court, it
would not only distinguish it being in the
Meadow Ridge Addition,.but would also
keep people from wondering which Marilyn
Lane you live on. He said he felt the
Police Chief would go along with this also.
Mr. Levitt sand Martin Development has
agreed to pay for any 51 gn changes thi s
might incur. He said if Marilyn Lane was
going through to Rufe Snow, they would
keep the Marilyn Lane name, but it is not
going through.
Mr. Riddle said what Mr. Levitt has 'failed
to tell is that the Fire Chief ;s also
opposed to the street name of Meadow Ridge.
He said there are already too many streets
beginning with the name IIMeadow" in the
c;, ty .
Mr. Levitt said most of these streets are
in the Meadow Lakes Addition, next to this
area, which would key it to this area. He
said if the police get a callan Meadow
Ridge, they would know it was in the Meadow
Lakes' area.
Mr. Riddle said there are several outside
this addition. He said there is Morgan
Meadows Addition with Meadow Road ~nd Me~dow
Creed Road up north of the city.
Mr. Tucker asked Mr. Riddle if the naming
of a street was a council approval.
Mr. Riddle said they approved this short
block as Marilyn Lane.
Mr. Levitt said there are no houses facing
on this short block of Marilyn Lane which is
only 125 feet.
Page 7
p & Z Minutes (
September 23t 1982
.
Hr. Tucker said the Council would have
to be the one to change the name of
that, short street, and it would have to
be by Ordinance.
Mr. "Hannon asked what would be an.
acceptable name.
Mr. Wood said he feels there are problems
with 2 Marilyn Lanes which are completely'
cut off from each other. He said he has
a sister who lives on Marilyn Lane and
he has to always give directions as to
which section she lives on. Mr. Wood
said he feels this is 'a valid point, it
would create more problems if it was named
Marilyn Lane.
....
Mr. Wood asked about the size of these
hou·ses. '
r
Mr. Levitt said they would deed restrict
them to a minimum of 2,000 sq. ft., but
most of the house plans are from 2,200 to
2,800 sq. ft.
-.
Mr. Hannon asked if we ever got a
corrected preliminary plat showing the
ownerships.
PS 82-32
APPROVED
Mr. Levitt said they did and the final
plat has the correct property owners on
it. He read the individual property
owners who are under contract with
Martin Dev. Corp. to purchase if this
plat is approved.
Mr. Wood made the motion to approve
PS 82-32 as presented, subject to the
Engineer1s co~ents.
.
Mr. Bowen as'ked if thi 5 s houl d be amended
to add that the street name be changed to
City Staff approval, or to satisfy the
City Stafft or should they leave that to
the City Council.
Mr. Hannon said he felt they should make
them change it to Marilyn Lane and when
and if the City Council wants to change
the name of that short street, they could
do it all at one time.
. ,"
Page 8 C
P & Z Minutes
September 23, 1982
.
9.
PS 82-33
\\
Mr. Levitt said they would be happy
to take the necessary steps to take
that before the council for a change.
Mr. ·'Wood aske·d ~1r. Riddle what the
procedure was for changing a street name.
Mr. Riddle said you used to change it
by Ordinance, but with the new platting
laws, he was not sure if the property
owners in the subdivision would have to
be contacted or not:
Mr. Wood said his motion was lias presented"
which would create one street with 2 names,
and asked if that was possible.
Mr. Tucker said you could do that.
, .
Mr. Bowen said he seconded Mr. Wood's
motion.
This motion carried 3-1 with Mr. Hannon
voting against.
Request of Alfred. A. St. Arnold for repl
of Lot l-R, Calloway Acres Addition.
Tom Vogt came forward to repr t Mr.
St.Ärnold. He said they h one request
from TESCO for an addit· al easement
along the westerly 1· e of this property,
and they talked · TESCO and they agreed
to just half what they had requested
and Ms. C ert has a letter to that.
Mr. gt said the Engineer's comment
quested a vicinity map be' put on the plat;
this will be done prior to going to council.
Mr. Hannon said we have the same situation
here as we had earlier in the meeting where
we have a replat on portions of various
plots.
Mr. Vogt said that was true. He said
Calloway Acres Addition was platted before
there was a R;chland Hills or a North
R;chland Hills. He said this property was
platted in 1939 at the County and there ;s
no way you can force these people to sign
·
·
·
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JOHN E. LEVITT ENGINEERS
ENGI NEERS .
3921 VANCE ROAD
PLANNERS
· FORT WORTH, TEXAS 76118
.
284-0981
Sept. 15, 1982
Mrs. Wanda Calvert
Planning and Zoning Coordinator
City of North Richland Hills
7301 N,..E.' Loop 820
North Rich1and Hills, Texas 76118
RE: PS 82-32 MEADOW RIDGE ESTATES, Final Plans
Dear Mrs. Calvert,
Reference is made to the City's Engineer letter of September 1, 1982,
concerning the referenced project. We have reveiwed the items and
offer the following:
1. We are pleased that the City staff concurs with our
original design.
Items 2, 3, & 4. They have been completed.
Items 5 & 6, reference is made to the City's letter of August 25,
1982, approving the request for variance on both of these items.
7. We are currently working with City staff for an alternate
solution.
8. The Drainage Study submitted shows a grade swale down the
entire North property line of the development. This swale
collects and contains the runoff from and within the develop-
ment until it is discharged in the existing 4' x 4' drop
inlet 5' West of the West Property Line of lot 2.
9. Single service for Lots 10 and 11 have been provided.
10. The A.C. Pipe Alternate has been changed to DUCTILE IRON.
11. From information we have been able to obtain concerning
the existing storm drain system. It appears that the
existing curb inlets, inlet leads and main drain are
adequate to handle the 5-YEAR STORM of 9.4 cfs. being
generated from this subdivision.
·
·
·
,
~
"
JOHN E. LEVITT ENGINEERS
ENGINEERS · PLANNERS
3921 VANCE ROAD . FORT WORTH, TEXAS 76118
.
284-0981
Should you or your staff have any questions please do not hesitate
to call us.
cc: DAVID MARTIN
·
City(of ~orth 1licWahd WlIs
~tar of the ~etroplex
MEr·10 TO:
FROM:
Planning and Zoning Commission DATE: Sept. 2, 1982
Gene Riddle
Director of Public Works/Utilities
SUBJECT:
PS 82-32 - Final Plat of Meadow Ridge Estates
Meadowridge Court should be named Marilyn Lane to corr~spond with
the street it joins. If we have the same street with two
different names it becomes very confusing for everyone including
emergency vehicles.
I strongly urge you to have the name changed to Marilyn Lane.
~Æb~
·
·
(817) 281-0041/7301 N. E. lOOP 820/ P. O. BOX 18609 / NORTH RICHlAND HillS, TEXAS 76118
.
·
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·
(
KNOWl TON-ENGLISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
September 15, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-962, CITY OF NORTH RICHLAND HILLS,
MEADOW RIDGE ESTATES,
FINAL PLANS, PS 82-32
We have reviewed the referenced materials for this subdivision and offer
the following comments:
1. This is a correction to comment no. 6 of our letter dated
September 1, 1982. We indicated that lot 17 does not meet the
minimum lot depth requirement of 110 feet. We noted that the
depth as measured in accrodance with page 25 of the zoning
ordinance is 76 feet. The correct dimension should be approxi-
mately 102 feet, as shown on the attached sketch. This dimension
is still less than the required 110 feet, however.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
RICHARD W. ALBIN, P.E.
RWA/ljc
cc: Mr. Gene Riddle, Director of Public Works
550 FIRST STATE BANK BLDG. · BEDFORD. TEXAS 76021· 817/283·6211· METRO/267-3367
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KNOWL TON-ENGLISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
September 1, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N. E. Loop 820
North Richland Hills, Texas 76118
Re: 3-962, CITY OF NORTH RICHLAND HILLS,
MEADOW RIDGE ESTATES,
FINAL PLANS, PS 82-32
We have reviewed the referenced materials for this subdivision and offer
the following comments:
. 1. We have been asked to comment on the possibility of requiring
the Developer to extend Meadowridge Court eastward from Lariat
Drive to Rufe Snow rather than terminating Meadowrîdge Court as
a cul-de-sac. This street would be located about 480 feet south
of Meadow Lakes Drive which serves as the primary collection for
Rufe Snow Drive access to the Meadow Lakes and Fossil Creek Trails
Additions. Meadow Lakes Drive is a 50-foot wide street and is the
same width as the new Rufe Snow Drive section north of I.H. 820
which has a capacity of 20,000 vehicles per day. Such capacity
would seem to be sufficient to handle traffic from both the Meadow
Lakes and Fossil Creek Trails Additions west of Rufe Snow.
Attached is a sketch of the proposed alignment of Meadowridge Court
which we have plotted on a copy of the tax map for this area. An
extension of this street eastward shows that the distance between
Meadowridge Court and Karen Drive, as measured along Rufe Snow,
would be only 93 feet. As noted in "Subdivision Regulations in
Texas Cities" by the Texas' Municipal League, "as a general practice,
intersections should be staggered only if the distance between
center lines is at least 125 feet; 150 feet is preferable.1I An
extension of Meadowridge Court to Rufe Snow would constitute an
unsafe intersection design due to the close proximity to Karen
Drive.
We would suggest that a future extension of Riviera Drive east-
ward to Rufe Snow at Shauna Drive would better serve the area
than an extension of Meadowridge Court. (See attached sketch).
2. The final plat should be sealed and executed by a Registered
Publ ic Surveyor.
3. The Owner's Acknowledgement and Dedication Statement and
Notary Certification should be fully executed before approval.
550 FIRST STATE BANK BLDG.· BEDFORD, TEXAS 76021· 817/283-6211· METRO/267-3367
. ,
/
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Page 2 -- Set- ~d11ber. 1, 1982 -- Planning & Zor~ J Commission
.
4. The zoning for this subdivision (IF-12) should be shown on
the plat.
5. The building setback required for IF-12 zoning is 3D-feet
rather than 25 as shown on the plat.
6. Lot 17 does not meet the IF-12 minimum depth requirement
of 110 feet. The depth shown, as measured in accordance
with Paragraph 40, Page 25, of the Zoning Ordinance, is
only 76 feet.
7. As shown on the Drainage Study Sheet, the Developer is
proposing to discharge a portion of excess street runoff
onto the property north of this subdivision between several
lots at 6 locations in grassed flumes. Section 2-05, 8.14,
P.41, of the Subdivision Ordinance requires that all open
ditches within a subdivision which carry surface runoff shall
be concrete lined with a minimum thickness of 4-inches.
8. The Developer shall acquire written permission from all
adjacent property owners for receiving concentrated storm-
water discharge from each of the proposed drainage flumes.
9. Double water services should not be located on easements.
The double service for Lots 10 and 11 should be broken into
two single services.
.
10. Note No. 2 on the Sanitary Sewer and Water System Layout
Sheet specifies that A.C. water pipe may be used. The
North Richland Hills water policy only permits ductile iron
or PVC water pipe.
11. The size of the existing storm drain in Meadow Ridge Court
should be shown on the plans. Also the Developer's Engineer
shall verify that this existing storm drain has sufficient
capacity to handle the stormwater generated on this subdivision.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
,~
P.E.
~
RWA/ljc
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
.
"
,
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Figure 36 .
Tangent Between Reverse Curves
3. Intersections
\
\
The minimum tangent dis tance between reverse
curves should be at least 100 feet, to permit.
drivers to recover from one curve to the next,
and to provide adequate sight distance. It is
also desirable to have not less than the same
tange~t from the end of a curve to the inter-
section of the next street.
Intersection design is most important, since many accidents occur where streets and other
rights-of-way converge. The number of intersections should be kept to a minimum con-
sistent with traffi~ needs, and the number of streets permitted to converge at a single inter-
section minimized.
Traffic bottlenecks usually are the, result of poorly designed intersections rather than street
width. Slight jogs at intersections are particularly hazardous; but if jogs are inevitable, .
the streets should be connected by means of a diagonal curve or line--that is, the street
should be curved as it approaches the intersection, in order to effect a nearly right-angle
, alignment to the extent possible. As a general practice, intersections should be staggered
only if the distance between center lines is at least 125 feet; 150 feet is preferable. . '
ttT" intersections at sufficient intervals a helpful in detouring through traffic from the
subdivision; in the case of minor stree ,it may be best to use "T" intersections ex-
clusively. Irregular intersections--s ch as those involving more than 4 legs--should be
prohibited, as should "Y1' types, w re two legs meet at acute angles.
- All intersecting streets should eet at generally right angles, and an angle of 75 degrees
should be allowed ~nly under unusual circumstances.
.
frL
~L
or:
-12~' .....;
. I '
IBÄOI
ISETTERI ~
[iXQ]
'. .. ,I' \, , ! ,
'. / '. ,
, ......'(.'7 '." . \ i
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-·i-· 'y1li
~
Figure 37
Design of Intersections
4. Cul-de-Sacs'
It is important to design clear sight distances
at intersections. This ~an be accomplished
by the proper setback of buildings and by
avoiding the use· of high shrubbery or fences
at intersections. Curb radii at intersections
of two minor streets should be set at 20 feet
or more to improve visibility: longer radii
may reduce visibility, as well as permit
high automobile speeds in turning corners.
. ..
Cul-de-sacs are good in single-family developments because of the privacy and freedom
-52-
.
2.
3.
. 4.
5.
6.
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'...
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KNOWL TON- ENGLlSH- FLOWERS, I NC
CONSULTING ENGINEERS I Fort Worth-Dallas
July 8, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-962, CITY OF NORTH RICHLAND HILLS,
MEADOW RIDGE ESTATES,
PRELIMINARY PLANS, PS 82-18
We have reviewed the referenced materials for this subdivision and offer
the following comments:
1. Although not required for the preliminary plat, the final plat should .'
be prepared and sealed by a Registered Surveyor. The final construction
plans should, of course, be sealed by a Registered Engineer.
The Surveyor's name and address should be shown on the plat.
We would request that the notation "Lots 1 through 17, Block 111 be added
to the plat title for more complete identification for filing to record.
The existing zoning (IF-12) should be shown on the plat.
The building setback required for IF-12 zoning is 30 feet rather than 25.
If the Developer proposes to construct a structure on Lot 17 which fronts
on Meadowridge Drive then the lot depth does not meet Ir~2m;nimum require-
ments, (110'), as measured in accordance with Section 11-40, page 25, of
the Zoning Ordinance.
7. The Developer's Engineer should be required to verify that the existing
underground storm drain system at the west end of this proposed subdivision
has sufficient capacity to adequately handle runoff from Meadowridge Drive
without causing downstream flooding. The size and grade of this existing
storm drain should be shown on the plans.
8. A \'Jater valve should be provided on the proposed fire hydrant lead pipe.
9. All water and sewer service locations should be shown on the final plans.
Should you have any questions concerning the review of this subdivision, please
do t hesitate to call.
.~
RICHARD W. ALBIN, P.E.
RWA/ljc
cc: r~1r. Rodger N. Line, City ~1anager
Mr. Allen Bronstad, Director of Development
Mr. Gene Riddle, Director of' Public Works
550 FIRST STATE BANK BLDG.· BEDFORD, TEXAS 76021· 817/283-6211· METRO/267-3367
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DATE: October 21, 1982
SUBJECT: PS 82-34 Final Plat of Lot 2, Block 1, Richland Terrace Addition (previously
. submitted as Racetrac Addition).
DEPARTMENT: Pl anni'nq and, Zoni:ng
BACKGROUND: This property ,;s located on the west side of Grapevine Highway and north
of Edisons.
_. The Eng; neer,l s c'omments 'have been compl ted wi'th.
.-"Ihe-£la.nning and Zonjng Corm1ÎssiQn recommended approval of this f-inal p1at $ubJect to the
Fnginpprl~ comments.
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CITY COlJ!~CIL ACTION REQTJlRED:
Approval or Den;~ final plat.
BIJDGETED IT&.'1:
YES
NO X
',,::CûTJNT l'~llMBER: N/ A
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Page 2 \,.
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September' 23, 1982
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3.
4.
PS 82-2 and
PS 82-24
BOTH DENIED
PS 82-26
PS 82-34
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Mr. Hannon said this should
preliminary and final plat, it sh·
be a replat. He said there is tate
law.which states ~ou cannot r" at a
portion of a 'lot wjthout pl/ting the
other part.
Ms. Talbert said Mr. / erry does not
own the other part:._
Mr. Hannon said ur Subdivision Ordinance
also requires ou to replat the entire
1 at.
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The Chat ,1 an read Section 1-0S-A, Page
24, of. ·he North R;chland Hills Sub-
d ivi i on Ordi nance: IIA. OWNERSHIP- In
or/ 'r to re-plat a tract of land for"
lch a final plat )s filed of record
n the Plat Records of Tarrant County,
the tract must be either (a) fully owned
by the person desiring to re-plat, or
(b) the person desiring the re-plat must
furnish the City the written acknowledge-
ment and consent by all other property
owners".
-.
Mr. Tucker said this property must have
been sold by metes and bounds.
Mr. Hannon said the current owner must
get the other owner to sign the dedication~
. He said Mr. Cherry would ,have a recourse
since you are not supposed to sell off land
that has not been replatted.
Mr. Hannon made the motion to deny PS 82-2
and PS 82-24.
This motion was seconded by Mr. Wood and
'.the motion to',deny carried 4-0.
Request of Racetrac Petroleum, Inc. for
preliminary plat of Lot 2, Block 1,
Richland Terrace Addition (previously
submi'tted as Racetrac Addition).
Request of Racetrac Petroleum, Inc. for
final plat of Lot 2, Block 1, Richland
Terrace Addition (previously submitted as
Racetrac Addition).
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Page 3
p & Z Minutes
September 23, 1982
\
Ken Langley, Racetrac Petroleum Co.,
Atlanta, GA., came forward. He said
they had received the City Engineer's
comments and ,have'responded to each
comment.
Mr. Hannon asked if this was a part of
a platted subdivision, the same as
they were discussing earlier, or was it
just acreage.
Mr. Riddle said this property has never
been platted.
Mr. Hannon asked Mr. Riddle if they had
complied with the Engineer's comments.
---
PS 82-26 and
PS 82-34
'BOTH APPROVED
Mr. Riddle said what they have not done,
they will; they have agreed to all.
Mr. Bowen made the moti~n to approve
, PS 82-26 and PS 82-34 subject to the
Engineer1s comments.
This motion'was seconded by Mr. Hannon
and the motion carried 4-0.
5.
PS 82-27
Request of Charles Owen Company, Inc.
for final plat of Lots lOA-1gB, 81
30, College Hill Addition.
Chuck Owen came forward.
felt this final plat ts the require- '
ments whtch were s led out by the City
Engineer.
.
Mr. Wood ed if the question regarding
an ea ent on the south side of Watauga
R for future expansion of Watauga Road
ad been resolved.
Mr. Riddle said it was still in the
Engineer's letter.
Mr. Wood said there was some question as
to where it would be needed on the south
side or if it would all be taken off the
north side.
Mr. Riddle said at this time, we don't
know, there are no definite plans at this
time.
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KNOWL TON-ENGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
October 1, 1982
1.
2.
. 3.
4.
.
Planning & Zoning Commission
City of North Richland Hills
7301 N. E. Loop 820
North Richland Hills, Texas 76118
Re: 3-963, CITY OF NORTH RICHLAND HILLS,
RICHLAND TERRACE ADDN., LOT 2, BK. 1
(RACETRAC ADDN.) PS 82-34, REVISED
FINAL PLANS
We have reviewed the referenced materials for this subdivision and offer
the following comments:
Ref. "A": Review letter, Racetrac Addition, Lot 1, Block A,
Preliminary and Final Plans, dated August 20, 1982.
See Comment No.1 of Ref. IIAu regarding drainage.
See Items 4., 5., and 9., of Ref. "An regarding special easements
and permits which may be required.
See Item No.6 of Ref. "A" regarding sewer line pro rata.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
r
RWA/l j c
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
550 FIRST STATE BANK BLDG.· BEDFORD, TEXAS 76021· 817/283-6211· METRO/267-3367
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905 IRVING BANK TOWER
IRVING. TEXAS 75060
253·5149
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PLANNING AND ZONING COMMISSION
CITY OF NORTH RICHLAND HILLS
7301 NORTHEAST LOOP 820
NORTH RICHLAND HILLS, TEXAS 76118
REI 3-963, CITY OF NoeTH RICHLAND HILLS
LOT 2, BLOCK 1, RICHLAND TERRACE ADDITION
(RACETRAC ADDITION)
GENTLEMEN:
REGARDING LETTER DATED AUGUST 20, 1982, FROM
KNOWLTON-ENGLISH-FLOWERS, INC.. TO YOU, WE
HAVE ADDRESSED ITEMS 3, 4, 7, 8, AND 10 AS
FOLLOWS,
ITEM 3. CONSTRUCTION PLANS HAVE BEEN
REVISED TO REFLECT CONSTRUCTION
OF DUCTILE IRON (MIN. CLASS 50)
12-INCH WATER LINE FOR OFF-SITE
WATER LINE.
ITEM 4. MR. FORBES HAS SIGNED THE ENCLOSED
lO-FOOT WATER LINE EASEMENT FOR
THE OFF-SITE WATER LINE.
ITEM 7. THE TYPE OF PROPERTY CORNER
MARKERS SET ON THE GROUND ARE
NOTED ON THE PLAT.
ITEM 8. A 25' BUILDING LINE HAS BEEN LOCATED
ON THE PLAT AS REQUESTED.
ITEM 10. THE PLAT IDENTIFICATION NUMBER HAS
BEEN CHANGED TO LOT 2, BLOCK 1.
REGARDING THE REQUESTED CHANGE OF NAME FOR
THIS DEVELOPMENT, WE HAVE REVISED THIS PLAT TO
REFLECT THE NAME REQUESTED--LOT 2, BLOCK 1,
RICHLAND TERRACE ADDITION--(LETTER DATED
A~GUST 23, 1982, FROM KNOWLTON-ENGLISH-FLOWERS,
I NC. ) .
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905 IRVING BANK TOWER
IRVING. TEXAS 75060
253·5149
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PLANNING AND ZONING COMMISSION
CITY OF NORTH RICHLAND HILLS
SEPTEMBER 14, 1982
PAGE 2
THE":OTHERREQUESTS DESCRIBED IN SAID AUGUST 20,
1982, LETTER FROM KNOWLTON-ENGLISH-FLOWERS, INC.
HAVE BEEN PREVIOUSLY ADDRESSED BY
RACETRAC PETROLEUM.
YOURS VERY TRULY,
J. P. AAEN + CO.
CONSULTING ENGINEERS
Q;;/f~
JEANETTE PARDUE
SEPTEMBER 14, 1982
ENCLOSURE
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mlRACErRAC
PETROLEUM. INC.
August 26, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hi11st Texas 76118
ATTN: Ms. Wanda Calvert
Dear l1s. Calvert:,
In response to the letter dated August 20, 1982 from Richard Albin to the
commission regarding the platting of Racetrac addition, Lot 1, Block A. I have
prepared the following statements to each of the items listed in the letter.
1. No Problems
2 . No Problems
3. J. P. Aaen will change the drawing to reflect the 12-inch ductile
iron water line extension.
4. An easement from Mr. Forbes should be forthcoming. Mr. Aaen will
also handle this item.
5. The State Highway Department has granted us construction permits as
shown on the submitted plot plan with one change. The l2-inch pipe
from our drainage structures to the highway department culvert will
be increased in size to 18-inch. MI. Chuck Humphries with the highway
department will be sending copies of the permits to the mayor of North
Richland Hills.
6. We are willing to pay our pro-rata share of the costs for existing
B-inch sanitary sewer line. Please send us a statement showing costs
'and what our pro-rata share is after the platting approval since we
will not close on the property until the platting is complete.
7. J. P. Aaen will make the changes on the drawing showing the property
corner marker.s.
B. J. P. Aaen will make changes on the drawing to reflect the 25 foot
building line.
9. The 20 foot future ingress/egress easement along the west end of the
lot is for future development of the property to the rear. We are not
po. Box 105035 Atlanta,Georgia 30348
(404) 434-0400
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Planning & Zoning Commission
Page 2
August 26, 1982
applying for driveway permits for the easement at this time.
10. J. P. Aaen will change the name of the tract to'meet your requirements.
If you have any further questions or comments, please do not hesitate to
call me at 800-554-7357.
Sincerely,
RACETRAC PETROLE~I, INC.
~~
Kenneth S. Langley
Design Engineer
cc: T. Richard Peoples
J. P. Aaen
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KNOWLTON-ENGLISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth·Oallas
August 23, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-963, CITY OF NORTH RICHLAND HILLS,
RACETRAC ADDITION, LOT 1, BLOCK A,
PRELIMINARY AND FINAL PLANS, PS 82-26/34
We have reviewed the referenced materials for this subdivision and offer
the following comment:
In addition to our comments by letter dated August 20, 1982, the
City Staff has requested that the name of this development be
changed to Lot 2, Block 1, of the Richland Terrace Addition since
this proposed platting is contiguous to the Richland Terrace Addition.
Should you have any questions concerning the review of this subdivison,
please do not hesitate to call.
RWA/ljc
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
SSO FIRST STATE BANK BLDG.· BEDFORD, TEXAS 76021· 817/283·621'· METRO/267-3367
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KNOWL TON-ENGLISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
August 20, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-963, CITY OF NORTH RICHLAND HILLS,
RACETRAC ADDITION, LOT 1,
BLOCK A, PRELIMINARY AND FINAL PLANS,
PS 82-26 AND 34, (GRID 140, 141)
1. The
A.
B.
. c.
D.
E.
We have reviewed the referenced materials for this subdivision and offer
the following comments:
following materials have been submitted to us for review:
"Calloway Branch Backwater Study Report" from Grapevine
Highway to I.H. 820, by J.P. Aaen, P.E., dated July, 1982.
Flood Plain Map based on Ref. nA".
Preliminary Plat.
Final Plat.
Drainage, Water & Sanitary Sewer Construction Plans.
2. Water surface profile calculations were performed by the Developer's
Engineer for a discharge of 9,000 c.f.s., which represents a conserv-
ative approximation of the IOO-year, fully urbanized Calloway Branch
Channel discharge value. The computed water surface elevation for
this discharge ;s 577.15 àt the Racetrac plat site. The IOO-year
pre-existing discharge value presented in the City's current FIA
report is 3,845 cfs with a corresponding water surface elevation of
about 572.0. The October 13, 1981, recorded high water mark in this
area was elevation 573.75. The City's "Flood Damage Prevention Ordi-
nance", No. 807, requires that the lowest finished floor elevation
be constructed at least 18-inches above the base flood (IOO-year)
elevation as presented in the current FIA Report. The site layout
plan presented in Ref. "E", shows a proposed finished floor elevation
of the service station building of 576.06, which ;s 4.06 feet above
the FIA 100 year level and 2.31 feet above the October 13 flood level.
It is probable that future channel improvements on the Calloway Branch
downstream from Grapevine Highway will lower the potential
.
550 FIRST STATE BANK BLDG. · BEDFORD. TEXAS 76021· 817/283-6211. METRO/267-3367
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Page 2, Planni" & Zoning Commission, August 2( 1982
3.
IOO-year flood level below the 577.15 level computed by Mr. Aaen
before full development of the Calloway Branch watershed occurs.
Based on this analysis, with the building constructed at the pro-
posed 576.06 elevation, chances are less than I-percent per year
that flooding of the building wil~ occur in the'foreseeable future.
The proposed I2-inch water line extension to serve this property
should be constructed with ductile iron (min. class 50) rather'
than cast iron pipe as shown on the water and sanitary sewer
layout sheet.
A fully executed copy of the proposed lO-foot water line easement
between Edison's and Racetrac across the Charles Forbes property
should be acquired for the City by the Developer.
Written approval of all proposed construction in the Grapevine
Highway right-of-way from the State Highway Department should be
furnished to the City.
4.
5.
6.
The Developer should be required to pay his pro rata share of the
existing a-inch sanitary sewer line which fronts the Racetrac
Addition site. We would estimate pro rate at $5.50 per foot for
a total length of 190.0 feet.
7. The type of property corner markers set'on the ground should be
noted on the plat for future reference.
8. A front building setback of 25 feet is noted on the plat. We would
request that this setback line also be drawn on the plat to scale.
9. We note that a future 20 foot ingress-egress easement is provided
along the west end of this lot. We would suggest that the State
Highway Department be consulted regarding any requirements they
may have for a curb cut at this location to facilitate proper
utilization of this easement.
10. We would request that the plat identification number be changed
from Block A to Block 1 since alphabetic labels are used primarly
for unplatted tracts in North Richland Hills.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
RWA/l jc
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
.
DATE: October 21, !982
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SUBJECT~ PS 82-36 Final plat of Lot 4, Block 1, A. G. Walker ·Addition
.
LiEP!~~TIIENT: Planning and Zoning,
BACKGROUND: This property is located on the west side of Grapevine Hwy. and ;s south
of Glenview·Drive. This pro~erty has an existing strip shopping center on it, but had
neve~ been, platted.
. .
There was no drainaQe study done since there was an existi,ng buil~ing and no plans for any
. changes. The owners aQreed to pay their pro rata when a 12 "inch water line is constructed.
, "
___The owner r~uested that they not be required to dedicate addit'jonal easemet)t requested by
TESCO at the rear. since there are existing air conditioning units which fall within this
space.
The Planning and'ZoninÛQ.J11n1ission recommended approval of this final plat subject to
4IÞ receiving a covenant from the developeraqreeing to participate in the cost. of the
,~,,,p.r.o..p.a.s. eíLl2_i.n.c..tLw.a.-.-œr 1; n e ;' n G r a p e vi" n e Hwy. '
CITY{ cou'r~CIL ¡\C~ION REQUIRED:
Aprrnv~' or npn;ðl of final plqt.
BlTDGETED ITEM:
YES
NO X
'~CCOUNT NIJMBER: -----11LA--
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Page 12 "'.__
p & Z Minutes
September 23, 1982
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The Chairman stated this mot- lled;
you must have 3 affirm - votes.
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PS 82-33
POSTPONED
the motion to reconsider
thi and postpone action on this
· em, PS 82-33, pending the receip~ of
a legal' brief from the City Attorney on
this matter.
This motion was seconded by Mr. Bowen and
the motion to postpone PS 82-33 carried
4-0.
10'.
PS 82-35
Request of Sue K. Fugate '& Ray Singuefield
for preliminary plat of Lot 4, Block 1,
A. G. Walker Addition.
11.
PS 82-36
--.
Request of Sue K. Fugate & Ray Singuefield
for final plat of Lot 4, Block 1, A. G.
Walker Addition.
Elaine Talbert, Stembridge Engineers, came
forward to represent Ms. Fugate and Mr.
SunguefielØ in. their requests. She said
this is a .59 acre tract with an existing
strip shopping center on the property, and
they need to get a bui 1 ding permi t for
some remodeling.
Ms.' Talbert said they had received the
Engineer's comments and on'item #1 regarding
a drainage study, we felt it was not necessary
since there would be no alterations to the
existing drainage; item #2, the radius of
fire coverage, the 300 ft. did not cover the
enti"re property, but there ; s a fire hydrant l
that covers the 500 ft. radius; and item #3~
regarding the 12 inch water line in Grapevine
Hwy., these owners will be willing to pay
their shares as the other owners do along
Grapevine Highway.
Ms. Talbert said the owners request that an
easement not be required by TESCO along the
back of the lot since there ;s an existing
air conditioner there and there are other
easements adjacent to the property.
..
Mr. Tucker asked Mr. Riddle if he had any
problem with Mr. Stembridge's letter.
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Page 13
P & Z Minutes
September 23, 1982
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Mr. Riddle said he did not. He said if
the Short Form Process for Platting gets
initiated, then the main thing we would
look for is if they had water service
and proper drainage.
Mr. Wood asked how this would affect the
pro rata share for the 12 inch water line.
woul,d they still be required to pay their
share. .
Mr. Riddle said no, there was no way they
"could get the money. He said it would not
be-like putting in a street where we can
assess the owner.
Mr. Tucker asked if he had any problem -,.
with the lack of fire coverage.
Mr. Riddle said there was a hydrant at
Daley and Grapevine Hwy. and there might
be one at Glenview and Grapevine Hwy., he
was not sure. Mr. Riddle said he had no
problem with it, but the Fire Department
would.
Mr. Hannon asked Mr. Riddle on item #3 of
the City Engineer's letter regarding pro
rata for -the proposed 12 inch water 1 ine
on Grapevine Hwy., did he say they would
or would not require this. ,
Mr. Riddle said they could sign a covenant
stating they would pay for it, but the city
can not assess them like they do for a
street. He said on a water line, you
either have to collect now or have them
sign a covenant stating they will pay when
i tis ; ns ta 11 ed .
Mr. Bowen asked Ms. Talbert if the owners
would sign a covenant.
Ms. Talbert said they would.
PS 82-35 and
PS 82-36
APPROV ED
Mr. Hannon made the motion to approve
PS 82-35 and PS 82-36 subject to receiving
a covenant from the developer agreeing to
participate in the cost of the proposed
12 inch water line in Grapevine Hwy.
This ~otion was seconded by Mr. Wood and the
motion carried 4-0.
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Delbert R. Stembridge
consulting engineer
September 17, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Tx. 76118
Re: Lot 4', Block, 1, .A.G. WALKER
ADDN~, Preliminary and Final
PIa t.
In. response to Knowl ton-:-English-Flowers letter of September 13,
1982, regarding the above referenced property, we offer the
following comments:
1. There is a strip. shopping center already in existence on this
tract. There have also been. recent paving and drainage im-
provements made on the Grapevine Highway. Since there would
be no planning or altering of ,existing conditions, a drainage
study was considered unnecessary.
2. If the radius of coverage.is extended to 500 feet as 1n
residential, proper coverage would be provided. The hose
laying length along the Grapevine Highway is less than
500 feet.
3. The owner ,of this property has stated that when the future
12-inch water line is constructed in the Grapevine Highway,
she would pay when and as· other property owners along the
Highway paid their pro rata shares.
4. There are existing air.conditiong units at the rear of this
building which would fall within the space requested for an
easement by Texas Electric. The owner is, not agreeable to
granting this easement since there are public rights-of-way
for serving this and adjacent properties.
If there are any questions concerning this response, please do
not hesitate to call.
3729 Flory. North Rlchland Hills. 76118. (817) 284-1363
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Lot 4"Blk. 1. A~u. Walker
Page 2.
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Sincerely,
~~~~·.~~~e, P.E.
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, _Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
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KNOWLTON-ENGLlSH-FLOWERS, INC.
.
CONSULTING ENGINEERS / Fort Worth-Dallas
September 13, 1982
Planning & Zoning Commission
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-921, CITY OF NORTH RICHLAND HILLS,
A.G. WALKER ADDN., LOT 4, BLOCK 1,
PRELIMINARY & FINAL PLANS,
PS 82-35/36, (GRID 149) .
.
We have reviewed the referenced materials for this subdivision and offer
the following comments:
. 1. A drainage study performed by a Registered Professional Engineer
should accompany the preliminary plat submittal.
2. Adequate fire hydrant protection coverage for this property has
not been provided. The existing 2-inch line in Grapevine Hwy.
which serves this property does not have sufficient capacity to
support a fire hydrant. Therefore, a water line extension from
Daley will probably be required.
3. The developer should be required to participate in the cost of the
proposed future 12-inch water line in Grapevine Highway. We
would estimate pro rata at $11.00 per linear foot for a total
length of 193.4 feet for an equivalent 8-inch pipe.
4. We note that no easements are provided for utilities on this plat.
We would suggest that the utility companies be consulted regarding
their requirements for se~vice to this lot.
Should you have any questions concerning the review of this subdivision,
please do not hesitate to call.
RWA/l jc
cc: Mr. Rodger N. Line, City Manager
Mr. Gene Riddle, Director of Public Works
Mr. Allen Bronstad, Assistant Director of Public Works
.
550 FIRST STATE BANK BLDG. · BEDFORD. TEXAS 76021 · 817/283-6211 . METRO /267..3367
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TEXAS I
. ELECTRIC SERVICE
COMPANY
September 2, 1982
Ms. Wanda Calvert
Planning & Zoning Dept.
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Dear Ms. Calvert:
.
Texas Electric Service Company has reviewed the proposed replat
of lot 4, Block 1, A. G. Walker Addition to the City of North
Richland Hills, Texas (PS 82-35). Additional easements are
requested as shown on the attached plat.
If we may be of further assistance, please call.
Yours very truly,
~. C? ~~~
Wm. G. Stewart, P.E.
COßJ11ercial & Industrial Supervisor
JHP:lfj
Attachment
cc: R. L. Fain
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TR. 1 Að
A $fERRA JOINT VENTURE
Vol. 7281, Pg.,'.S8
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13/.5'
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5'
,. STORY
SR ICK BUILDING
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5 FOOT EASEMEÑT fOR Ð.ECTRIC
OlSTRIBUTION fACILITIES, AS SHOWN
ON }HE Jtl -, SKETCH.
,
. .
AAPSc.o 5/ If
rES ~t) 782-372
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LOT BLOCK 1
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NOTE: CITY RECORDS Ii
SEWER SERVICE~
AT NORTH SIDE i
I
DATE:
10-2l-82
.....)
/c><
/d
SUBJECT :,
Bids for Vibratory Roller
.
DEPARTMENT:
Public Works
.. ..,.- .. ----....
BACKGROUND:
The 1982-83 adopted budget provides for expenditure o~ revenue sharing
funds. From' this fund it ìs our intent to purchase a vibrat'ory rolle'r.
. .
Bids have
been ádvertised and received by the city staff for one (1) vibratory toller and
are tabulated below.
Bid Exception to:
Amount Terms Specifications Net Bid
10,245.00 N-:-15 0 10.245.00
Bidder Brand
Cooper Machinery Mauldin
Plains Machinery No Bid
Darr Equipment No Bid
Hi-way Machinery No Bid
Kirkpatrick & arDonnel No Response
4IÞ_consolidated
Clemons Tractor
No Rèsponse
No Response
,A-l BgntªL__........--1iº-_ Response
_. ',,- -, ,. ..---.----~-...,...-..
CITY COUNCIL AC~ION REQUIRED: Approval/disapproval of bid from Cöoper Machinery for one (1)
vibratory roller in the amount of $10,24?OO
BUDGETED ITEM:
YES
NO X
:::::::_::::::~---~:~:~::_:::~-~---------~---------------------------
.
¡BID SUMMAR~
.
ITEM DESCRIPTION:
DATE BIDS OPENED:
/04D /J>~
f I
.. <11"- . __~
. .
U 113'¡J ~ fo~ 4~\ ~lJ.... ~() LL..B: ~,
Ç! t~! tJr.. £I 5 /II ¿u./~.~
.........
"" .. ,
BIDDERS
1. DL &1,...... ~ ;VI t)\ ...\ I N .e' ~
. 2. 'D/\ g(¿ ~t~~
3. Coúf~k MhCf-t\w~
\
EXCEPTIONS AMOUNT BID TERMS NET TOTAL
Nk
-....- ~ NJJ3
.
C/O /CJ,..}¥S ~
·0 /0. ;;~~ ~J~
4.
5.
6.
7.
8.
9.
10.
e
ti
.It
CITY OF NORTH RICHLAND HILLS
BID QUOTATION FO~4
a.submitted tQ the city of North Richland Hills for the belm., list,ed, itclßS shall be
S tted on this form in a sealed envelope addressed to the City Secretary of North
Richland Hills, 7301 N.E. loop 820, Fort Worth, Texas. 76118. Bids shåll be received
not later than 10:00 A.M.·. ,10-20-82·, at which time all bids shall be publicly
o~ened and read aloud.· - .
.
The front of the envètope shal1 have the following information printed or typed in
the lower left corner:
Uß I D QUOTAT! ON ',ENCLOSED"
ITEM One Vibratory Roller
OPENING HOUR ·AND DATE': 10: 00 A.1-1. t October 20, 1982
. .
The prices quoted on the Bid Quotation Form are "firm" and "real" prices. . The City of
North Richland Hi·lls reserves the right to reject any and all, bids anâ to re-advertise
subject to notification.
THE PRICES QUOTED HEREIN AND ACCEPTANCE OF THE BID BY THE CITY' OF NORTH RICHlANO HIllS
SHALL NOT CONSTITUTE OR' BE HELD, TO CONSTITUTE AN ORDER. '
UA11TITY
~
1 J r~ I T
. DESCRIPTION OF ITEM BID ON
PRICE
TOTAL BID
Vibratory Roller
NO BID
DATE: OCTOBER 19, 1982
TERMS OF BID:
BIDDER NAME: Plains Machinery Company>'
ADDRESS:
P. O. Box 26266, 305 Exposition
'Dall as . Texas
.
TITLE OF COMPANY OFFICER:
SIGNATURE:
·./-
CITY OF NORTH RICHlAND HILLS
BID QUOTATION FOro~
Bids submitted to the City of North Rîchland Hills for the belm., listed items shall be
S.itted on this form in a sealed envelope addressed to the City Secretary of North
R land Hills, 7301 N.E. loop 820, Fort- Worth, Texas; 76118. Bids shåll be received
not later than 10:00 A.~1.· . 10-20-82' , at which time all bids shall be publicly
o~ened and read aloud.
The front of the envèlope shal1 have the following information printed or typed in
the lower left corner:
"BID QUOTATION 'ENCLOSED"
ITEM One Vibratory Roller
OPENING HOUR ,AND DATE': 10:00 A.M. t October 20. 1982
. .
The prices quoted on the Bid Quotation Form are "firm" and "real" prices. . The City of
North Richland Hi'11s reserves the right to reject any and all· bids and to re-advertise
subject to notification.
THE PRICES QUOTED HEREIN AND ACCEPTANCE OF THE BID BY THE CITY' OF NORTH RICHlAND HILLS
SHALL NOT COnSTITUTE OR' BE HELD TÖ CONSTITUTE AN ORDER. '
UNIT
DESCRIPTION OF ITEM BID ON
PRICE
TOTAL BID
1
Vibratory Roller
NO BID
DATE:
October 20~ 1982,
TERMS OF BID:
None
BIDDER NAME:
ADDRESS:
Darr Equipment Company
P.o. Box 5067, Fort Worth, Texas 76108
TITLE OF COMPANY OFFICER:
SIGNATURE:
e
~
CITY OF NORTH RICHLAND HILLS
BID QUOTATION FOro~
aAsubmitted to the City of North Richland Hills for the belm., listed items shall be
s~tted on this form in a sealed envelope addressed to the City S~cretary of North
Richland Hills. 7301 N.E. Loop 820. Fort Worth, Texas. 76118. Bids shall be received
not later than 10:00 A.~1. . 10-20-82' . at which time all bids ~hal1 be publicly
o~ened and read aloud. .
The front of the envelope sha11 have the following information printed or typed.in
the lower left corner:
"BID QUOTATION 'ENCLOSED"
ITEM One Vibratory Roller
OPENING HOUR ,AND DATE: 10: 00 A.}1. ~ October 20.. 1982
, .
The prices quoted on the Bid Quotation Form are "firm" and "reall' prices. - The City of
North Richland Hi·lls reserves the right to reject any and all, bids and to re-advertise
subject to notification.
THE PRICES QUOTED HEREIN AND ACCEPTANCE OF THE BID BY THE CITY-OF NORTH RICHLAND HILLS
SHALL NOT COr~STITUTE OR' BE HELD TÒ ,CONSTITUTE AN ORDER. '
AJ'1TITY
1 J r~ I T
. ' DESCRIPTION OF' ITEM BID O~j
PRICE
TOTAL BID
1
Vibratory Roller
1
New
Mauldin Model 2-4 WS Tandem,
Vibratory Roller, w/Hydrau1ic
Towing Package
10,245.0
10,245.00
DATE: October 19, 1982
TERMS OF BID: Net fifteen (15) from date £f invoice
BIDDER NAME: Cooper Machinery Corp'.
ADDRESS: 3901 E. Loop 820, So., Fort Worth; Texas 76119
.
TITLE OF COMPANY OFFICER:
SIGNATURE:
.
... ~.- .. --~
. H.
I.
.
CITY OF NORTH RICHLAND HILLS
7301 Northeast Loop 820.'
North Richland Hills, Texas 76118
281-0041
"
This specification is intended to describe the minimum requirements for a new
"MaJlldin" Roller or equal.
A.
"Maµldin" Roller Model 2-4 ton or equal, with hydraulic wheels and
towing equipment.
B.
Unit shall have a hydrostatic transmission.
C.
Unit shall be two (2) wheel type with spring loaded scrappers.
D.
Unit shall be equipped with power steering.
E.
Un~t shall have forward and reverse speeds.
F.
Unit shall be able to operate as a static roller or with variable
vibration.
G.
Unit shall have baIlor roller bearing on all rotating shafts.
Unit shall have a minimum overall length of 98".
Unit shall have a minimum overall h'eight of 71".
J.
Unit shall have a minimum drum thickness of 3/4".
K.
Front drum shall be a minimum of 34" (width).
L.
Rear drum shall be a minimum of 41" (width).
M.
Front drum shall be a minimum of 24~~ (diameter).
N.
Rear drum shall be a minimum' of 30" (diameter).
O. .Static compaction equivalency shall be a minimum of 4-10 tons.
P. Empty weight shall be a minimum of 4700 lbs.
Q. Loaded weight shall be a minimum of 8000 Ibs.
R. Wheel base shall be a minimum of 70".
s. Turning radius shall be a minimum of 14 feet.
T.
Brakes shall be of the "Dynamic type".
CONFORMS
YES NO
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Page 2
. ..
. u.
v.
Hand brakes shall be mechanical band on drum of equal.
CONFORM!1
YES NO
Yes
Water tank capacity shall be a minimum of 75 gallons.
Yes
"~·W-.----Bngine shall be'·23 R.P. (gasoline).
Yes
x. Unit shall be equipped with two (2) transport wheels.
.Yes
In submitting this bid, the vendor agrees to accept any and all of the foregoing
specifications and general conditions.
COMPANY Cooper Machinery Corp.
BY
TITLE Pre s iden t
.
e
:
DATE:
10-2l-82
',----- __ OJ
! \,j\
IY"
I"~'"
e
SUBJECT~ Purchase of Rubber Tired Loader
D EP l~'tl'MENT :
Publi~ Works
.. ....- - .. -----..
The 1982-83 adopted budget provides for revenue sharing funds from this
BACKGROUND:
fund. Iti~ our intent to purchase two rubber tired loaders~ Bids h~ve been advertised
and rèceived by the City staff for one (l) of these rubber tired. loaders and are
tabulated below.
Bidder
Brand
Bid
Amount
Terms
Exc~ptiC?n to
, Specifications
Net Bid
Darr Equipment
Cåterpillar
59,748.00
Cash. on
Re~elpt
13
59,748.00
Clemons Tractor
Ford
42,775.50
42, 775. 50 .
Plains Màchinery
Internationalí-44, 7~Oå--Net
Internationarf4ò~~---
44 747.00
Plains Machinery
20
40 l30.00
Cooper Machinery
Furukawa
44,333.36
Net-IS
o
44,333.36
.
Kirkpatrick & O'Donnell
No response
Consolidated
... No response
~~-~~~ Machinery
No response
(See. page,' 2)
CITY r:OUNCIL ACTION REQUIRED: Approve/disapprove purchase of gne (1) rubber tired lQader
. ¡ i.t4 ,33.3 'Jþ
~1odel FL-170 be awarded to Cooper ~fachinery in the é!!!!9unt of $~JI .7",7 .. 00
BtYDGETED ITEM:
YES
NO
x
---....~
/,CCOtTNT NUMBER: _ Rev_enue Sharing
-------~~--~~~-~~-~~~--~---~--~--~-~
~-----------------~--------~- .
e
PAGE 2
DATE:
lO-2l-82
e SUBJECT:..
Purchase of Rubber Tired Loader
.. .~E~.l~~'MENT:
BACKGROUND: The loader proposed by Darr exceeds specifications except their price is
prohibitive and for the small gain not justified.
The loader ,submitted by Clemons, and' Plains' Machinery fall ,far below' OU~ need and
..specifications. The loader submitted by Cooper Machinery meet all specifications'
and our present and future needs.
·e .--
.._' ....._-'~--
CITY COUNCIL ACTION REQUIRED:
BtJDGETED ITIDwf:
/".CC()Ut-.!T I'¡UMBER:
YES
NO
...... ...~. -.--- -... ~ ......--------- -. -... ..... - --- -..... - ~-- ~ -..........--... -- --..-..-. --...... --- ---- --- .-......~---~-- --------- -----~--...,~- .--,--- ~_..._-.....- --------.
e
BID SUMMARY
e
ITEM DESCRIPTION:
-'=P~k ~.~~
DATE BIDS OPENED:
/o!¿D/f2
. I
.....
BIDDERS
/.v T.
5.
t \
I ,
AL-T
5/Sð.
EXCEPTIONS AMOUNT BID TERMS NET TOTAL
/7 * '12, 72S,rtJ N30 <12 7Zr.~ð
. 51, 7eff ,DO c,,>..ý
I 3 /I;:'~,~ S ~ 7 L/-Æ OtJ
,0 f l/c.J,333d6 tV-I 5 44 , s3 S'~b
/3 '-1-4, 7f./ 1 00 Net- tJ.l.J, ì lJ-7. Ob
20 4-0 , ) 30. ð 0 t · <.Jo,\~o.oo
F()~J) 1. C L- etNtO Ñ ~ TI ^ ~ \< TC>A
~. 2. ÕA~R.. r~-~..UfW\€'...Jt-
Fùl<..... 3. Ct>opet.. MI\~t-\,~ ~~
I VJ T 4. j>L f>\ t IIJ C' ~ M f\ (:_ tl \ N ~ ~ ÞJ ~2.ø ~
,
6.
7.
8.
9.
10.
e
l
(I)
CITY OF NORTH RICHlAND HILLS
1 ·
<~
BID QUOTATION FOro4
äds submitted tq the City of North R;chland Hills for the belm.¡ listed items shall be
_mi tted on this form in a sealed envelope addressed to the Ci ty Secretary of North
Richland Hills, 7301 N.E. Loop 820. Fort Worth. Texas, 76118. Bids shåll be received
not later than 10:00 A.H.. , 10-20-82 t at which time all bids shall be publicly
opéñêèfà-nd read aloud. -. . -- - - . .' ' '. -
. .
The front of the envelope shall have the following information printed or typed ,in
the lower left corner:
IIBID QUOTATION "ENCLOSED"
ITEM One Rubber Tired Loader
OPENING HOUR·AND DATE~ 10:00 A.M. October 20. 1982
. .
The prices quoted on the Bid Quotation Form are "firm" and ureal" prices. ' The City of
North Richland Hi-lls reserves the right to reject any and all bids and to re-advertise
subject to notification. .
~ .
THE PRICES QUOTED HEREIN AND ACCEPTANCE OF THE BID BY THE CITY' OF NORTH RICHlAND HIllS
SHALL NOT CONSTITUTE OR BE HELD TO CONSTITUTE AN ORDER. '
ur~ IT
I DESCRIPTION OF ITEM BID ON
PRICE
TOTAL BID
1
One Rubber Tired Loader
1
New Caterpillar 930 Wheel ,Loader
WI 1 - Yr,. Warranty
$ 59 ,.] 4',8.00
DATE:
October 20, 1982
TERMS OF BID: Cash On Receipt Of Invoice
BIDDER NAME: Darr Equipment Company
ADDRESS: P.O. Box 5067., Fort Harth. Texas 76108
TITLE OF COMPANY OFFICER: Branch Mgr.
SIGNATURE: ~. C. . 7Yl~c4...---
e
e
CITY OF NORTH RICHLAND HILLS
7301 Northeast Loop 820
North Rich1and Hills, Texas 76118
281-0041
eo
- ... 4t-:... - - " --..-...., - __
This specification is intended to describe the minimum requirements for a new
Four Wheel Drive Rubber Tired Articulated Loader.
CONFORMS
YES NO
The following specifications must be meet or exceeded.
. .......
A. Minimum of 2.0 cubic yards struck.
YES
B. Unit shall be in the 20,000 lb. weight class.
YES
e
. .
C. Engine:
1. Type shall be d'iese¡" wet sleeve
2. Cylinder: 6
3. Displacement: 'Minimum shall be 385 cubic inches.
4.~ Horsepower: Shall be 100 at 2400 RPM SAE net.
5. Operating Range: Shall be governed to 2400 RPM.
6. Lubrication: Shall be pressure with full' flow filter
and bypass relief.
7. Air Cleaner: Donaldsen dry type with 'restriction
indicator.
8. Unit shall be equipped with cold weather starting aid.
9. Unit shall have an in ,line fuel filler.
10. Unit shall be direct electric starting.
YES'
NO
YES
YES
YES
YES
YES
YES
YES
YES
. YES
D. Transmission:
1. Type shall be full powershift countershaft transmission
with 4 speeds forward and reverse.
E. Front and Rear Axles:
1. Front: Shall be fixed axle, conventional differential with YES
outboard planetary drive.
2. Rear: Shall be oscillating axle, conventional differential, YES
with minimum ascellation of 240 with outboard planetary drive.
F. Steering:
1. Steering shall be articulated with twin double action YES
steering cylinders, 380 articulation.
2. Frame center pins shall have spherical bushings and dust YES
seals top and bottom.
. G.
Brakes:
1. Front shall be hydrauli~.
2. Rear shall be disc type.
3. Type shall be air over hydraulic power assist
4. Parking brake shall be air operated with warning device
for ~ow air pressure.
YES
YES
YES
YES
e
e
--..----
e
e
"
H. Hydraulic System:
1. Loader Bucket shall have a minimuMt 39 GPM gear type pump.
2. Steering shall have a minimum of 29 GPM gear type pump.
3. Unit'shall have 2 lever type control systems.
I.
Elec t]:ical SysJ~er4:
1-. 12 or' 24 ' volt DC
2. A minimum of 120 Amp/HR batteries.
3. Unit shall have front and rear working lights.
4. Unit shall have stop and turn signals-and reversing lights.
5. Unit shall have a full instrument panel lighting and must
include the following: .
1. Air pressure gauge
2. Transmission oil pressure
3. Torque converter oil pressure
4. Ammeter
5. Engine water t~mp.
6. Fuel level
7. Hour meter
8. Tachometer and/oor speedometer.
J.
Warning Lamp's:
Unit shall have the following warning lights:
1.. Low air
2. Low engine oil pressure
3. Parking lamps
4. Rear work lamp'
GAUGES
K.
Tires: -
Tires shall be 17.5 x 25 12 ply L-2 traction type cleated.
L. Loader Bucket:
Unit shall have general purpose. type with replaceable teeth
1. SAE capacity 2.0 cubic yards struck.
2. SAE capacity 2.2 cubic yards heaped
M. Loader Operating Features:
1. Tipping loads shall be a minimum of 16,000 Ibs (straight)
with tie ballast and added counterweight
14,700 lb. minimum full turn without tire ballast and
added counterweight.
2. Width over tires shall be 90 "inches.
3. Turning radius of inside tire shall be a minimum of 17 ft.,
4. Dump clearance shall be 9'0".
5. Brake out tow shall be a minimum of 22,700 Ibs.
6. Travel speed shall be 0-20 mph in forward or reverse.
7. Boom and bucket shall be twin double action boom cylinders
with automatic boom kickout.
Twin Double acting bucket cylinders with automatic bucket
levelers mounted with Z bar type linkage.
CONFORMS
YES NO
YES
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
NO
YES
YES
YES
Np
YES
NO
NQ
NQ
NO
YES
NO
e
N. Cab:
1.
2.
3.
- -"'--- "--' - 4.
5.
6.
Cab must have OSHA approved ROPS.
Locking doors with key locks.
Front wiper:.
-Heåter with defroster fan.-
Full operator visibility with safety glass and'mirrors.
Fully adjustable cushioned back seat.
O. General Requirements:
1. Total weight without tire ballast or extra counterweight
shall be 21,900 Ibs.
2. Unit shall be equipped with full vandalism kit with battery
switch and key.
3. OSHA approved back up alarm.
4. Rear towbar pin.
5. Full tool kit with grease gun.
6. Fuel tank capacity for 8 hours' of operation.
7. Frame lock pin for transport.
Page 3
CONFORMS
YES NO
YES
YES
YES
YES
YES
YES
NO
YES
YES
YES
YES
YES
YES
In submitting this bid, vendor agrees to accept any and all of the foregoing'
specifications and general conditions.
4Þ
-
COMP ANY
Darr Equipment Company
BY j; t .
TITLE
Brånch Manager
,DARR
EQUIPMENT CO.
YOUR CATERPILLAR® DEALER
DALLAS · LONGVIEW . WICHITA FALLS. WACO. TEXARKANA
ADD"E..
~.__p,! o. Box 5067
"4..
Fort Worth, Texas
76108
TO
City Of North Richland Hills
QUOTATION
DELIV."y
I""~ctober 20, 1982
Stock - Subject To Prio~ Sale And Price
Increase
~ . 0...
T."....
City Of North Richard Hills
7301 N.E. Loop 820 Payable On Receipt Of Invoice
Fort Worth, Texas 76118
Prices quoted are firm for a period of
days.
QUANTITY
DESCRIPTION
1
New Caterpillar 930 WHEEL LOADER. Includes
diesel engine with 24-volt direct electric
starting, 35 ampere alternator, blower fan,
fuel priming ,pump, muffler, power shift
transmission, torque converter fenders, back
up alarm; ROPS cab rearview mirrors, light-
ing system, seat belt, and 17.5-25, 12 PR
tubeless traction-type ,(L-2) tires. Does not
include bucket
2 1/4 Yd. General Purpose Bucket
Bucket Teeth (8) Bolt On
Oil Filler Cap Lock
Oil Dipstick Cap Lock
Fuel Tank Cap Lock
Hydraulic Tank Cap Lock
Radiator Cap Lock
Heater W/Defroster
Counterweight
Suspension Seat
Directional Signals
Tool Kit And Grease Gun
Net F.O.B., City Of North Richland Hills,
-
..
-
DEC 227
.'GNED rh ~ ~
W. c. <t~
G.E. Morgan - anch Mgr.
. ..
REFERENCE APPROX.
NUMBER WEIGHT LBS.
3V3000
5V4657
3G4017
2P6854
6N1565
1 P8678
501910
256096
lV6512
5K16l6
7K8408
6G5640
957978
Tx.
UNIT PRICE EXTENSION
$59,748.00
..
CITY OF NORTH RICHLAND HILLS
, \
BID QUOTATION FOffi4
Bi'SÚbmitted tq the City of North Richland Hills for the belO\~ listed. items shall be
su tted on this form in a sealed envelope addressed to the City S~cretary of North
Richland Hills, 7301 N.E. loop 820, Fort Worth, Texas. 76118. Bids shall be received
not later than 10:00 A.M. . 10-20-82 t at which time all bids shall be publicly
o~ened. and- read aloud. -- .. . . .
The front of the envelope shall have the following information printed or typed in
the lower left corner: . .
"BID QUOTATION 'ENCLOSED"
ITEM One Rubber Tiréd Loader
OPENING HOUR ,AND DATE: 10:00 A.M. October 20.. 1982
. .
-
The prices quoted on the Bid Quotation Form are IIfirm" and urealll prices. . The City of
North Richland Hi-11s reserves the right to reject any ånd all bids and to re-advertise
subject to notification.
THE PRICES QUOTED HEREIN AND ACCEPTANCE OF THE BID BY THE CITY' OF NORTH RICHLAND HILLS
SHALL NOT CONSTITUTE OR" BE HELD TÖ CONSTITUTE AN ORDER. '
-
QUAl'lll TY
ur~ I T
DESCRIPTION OF' ITEM BID ON
PRICE
I
TOTAL BID
--
One Rubber Tired Loader
-
Iritè~öationai Model 5158
Al ternate:
40,130.00
$ 40,130.00
1
International Model 520B
44,747.00
$ 44,747.00
DATE: 10-19-82
TERMS OF BID:
Net
BIDDER NAME:
ADDRESS:
Plains Machinery Company
305 Exposition, P. O. Box 2
SIGNATURE:
Dall as" Texas 75226
TITLE OF COMPANY OFFICER:
-
; . \. ..
e
CITY OF NORTH RICHLAND HILLS
7301 Northeast Loop 820
North Richland Hills, Texas 76118
281-0041
International Model 5158
for a new
CONFORMS
'YES NO
<X)
~
"-
X
X
X
X ®
ø
X
X
X
X
X
. - -Thfš--:Sp-ecif-1cation i'sintende'd -to describe the minimum requirements
Four Wheel Drive Rubber Tired Articulated Loader.
The following specifications must be meet or exceeded.
A. Minimum of 2.0 cubic yards struck. 1.82 cu. yd.
B. Unit shall be in the 20,000 lb. weight class. 19,185
c. Engi~e:
1. Type shall be diese¡, wet sleeve
2 . Cylinder: 6 6 cyl.
3. Displacement: Minimum shall be 385 cubic inches. 358
4. Horsepower: Shall be 100 at 2400 RPM SAE net. 100 at 2500
5·. Operating Range: Shall be governed to 2400 RPM. 2500 RPM
6. Lubrication: Shall be pressure with full flow filter
and bypass relief.
7. Air Cleaner: Donaldsen dry type with restriction
indicator.
8. Unit shall be equipped with cold weather starting aid.
9. Unit shall have an in line fuel filler.
. e 10. Unit shall be direct electric starting.
D. Transmission:
1. Type shall be full powershift countershaft transmission YES . X
with 4 speeds forward and reverse.' 3 forward ~ 3 reverse -~------------ CJ
E. Frònt and Rear Axles:
1. Front: Shall be fixed axle, conventional differential with
outboard planetary drive. (inboard planetary) -------------------------- -éJÞ
2. Rear: Shall be oscillating axle, conventional differential,
with minimum ascellation of 24° with outboard planetary drive. ~
24° (inboard planetary)
F. Steering:
1. 'Steering shall be articulated with twin double action yes
steering cylinders, 380 articulation. 400
2. Frame center pins shall have spherical bushings and dust
seals top and bottom. Tapeered Bearings Top & Bottom
I .
G. Brakes:
1. Front shall be hydraulic. Power Hydraulic Disc.
2. Rear shall be disc type.
3. Type shall be air over hydraulic power assist Power Hyd. Disc.
4. Parking brake shall be air operated with warning device
for low air pressure. Mechanical
e
x '
;~~
t_-~)
X
X
o
(~
I .
~
International 5158
e
H. 'Hydraulic System:
'I. Loader Bucket shall have a minimuM, ~9 GPM gear type pump.
2. Steering shall have a minimum of 29 GPM gear type pump.
3. Unit shall have 2 lever type control systems.
I.
Electrical System:
1. ¡2.or 24 vort DC ,24V
2. A minimum of 120 Amp/HR batteries.
3. Unit shall have front and rear working lights.
4. Unit shall have stop and turn signals and reversing lights. +
5. Unit shall have a full instrument panel lighting and must
include the following: .
1. Air pressure gauge
2. Transmission oil pressure
3. Torque converter 011 pressure (Temperature)
4. Ammeter (Voltmeter)
5. Engine water temp.
6. Fuel level
7. Hour meter
8. Tachometer and/~r speedometer.
- ' "'- - -
J. Warning Lamps:
Unit shall have the following warning lights:
1. Low air
'2. Low engine oil pressure
3. Parking lamps
4. Rear work lamp'
e K. Tires: -
Tires shall be 17.5 x 25 12 ply L-2 traction type cleated.
L. Loader Bucket:
Unit shall have general purpose type with replaceable teeth
1. SAE capacity 2.0 cubic yards struck. 1.82 cu. yd.
2. SAE capacity 2.2 cubic yards heaped 2 1/8 cu. yd.
M. Loader Operating Features: .
1. Tipping loads shall be a mini~um of 16,000 lbs (straight) 15,555
with tie ballast and added counterweight
14,700 lb. minimum full turn without tire ballast and 13,~20
added counterweight.
2. Width over tires shall be 90 'inches. 9411
3. Turning radius of inside tire shall be a ·rn.i.nimum of 17 ft. ?
4. Dump clearance shall be 9'0". 103.811
5. Brake out tow shall be a minimum of'22,700 lbs. 14,380
6. Travel speed shall be 0-20 mph in forward or reverse.
7. Boom and bucket shall be twin double action boom cylinders
with automatic boom kickout.
Twin Double acting bucket cylinders with automatic bucket
levelers mounted with Z bar type linkage.
e
CONFORMS
YES NO
x
X
X
X
'X
~~. (j
X CY
X
X
X
X
X
()
X
X
X
X
X
CX5
(X)
(£)
(J\
(!)
tXJ
{j
X
X
X
" .
N.
Cab :'
1.
2.
3.
4.
5.
-0. -
e
- - ~"- ,-
International 5158
..
Cab must have OSHA approved ROPS.
Locking doors with key locks.
Front wiper-.
Heater with defroster fan.
Full operator-visibility with safety glass and mirrors.
Fully·-adjus·t:able cushfoned bàck 'seat.
o. General Requirements:
1. Total weight without tire ballast or extra counterweight
shall be 21,900 Ibs. 19,185
2. Unit shall be equipped with full ,vandalism kit with battery
switch and key.
3. OSHA approved back up alarm.
4. Rear towbar pin.
5. Full tool kit with grease gun.
6. Fuel tank capacity for 8 hours of operation.
7. Frame lock pin for transport.
CONFORMS
YES NO
x
X
X
X
X
X
(])
~.~ X
X
X
X
X
X
In subm1tt.lng this bid, vendor agrees to accept any and a110.f t..he foregoing
specifications and general conditions.
e
e
BY
COMP ANY
/
TITLE
Sales Representative
-,.--'-----.-.
" .J
{ ,
e
Model 520B
CITY OF NORTH RICHLAND HILLS
7301 Northeast Loop 820
North Richland Hills, Texas 76118
281-0041
. - -·'-Th±S-' specification-'is" intended. to describe "the minimum requirements for a new
Four Wheel Drive Rubber Tired Articulated Loader. CONFORMS
. YES NO
The following specifications must be meet or- exceeded.
A. Minimum of 2.0 cubic yards struck. 2.25 cu. yd.
x
c. Engine:
B. Unit shall be in the 20,000 lb. weight class. 23,180
x
Transmission:
1. Type shall be full powershift countershaft transmission .~__~_
with 4 speeds forward and reverse. ~ forward'~ reverse------------¡; \
Front and Rear Axles:
1. Front: Shall be fixed axle, conventional differential with
outboard planetary drive. (i nboard pl a'ne,tary
2. Rear: Shall be oscillating axle, conventional differential,
with minimum ascellation of 24° with outboard planetary drive.
300 inboard
F. Steering:
1. Steering shall be articulated with twin double action
steering cylinders, 38° articulation. 400
2. Frame center pins shall have spherical bushings and dust
seals top and bottom. Tapered bearings top & bottom
e
8.
9.
10.
D.
E.
1.
2.
3.
4.
5.
6.
Type shall be diese¡, wet sleeve X '
Cylinder: 6 X '"
Displacement: Minimum shall be 385 cubic inches. 358 CU. IN.------~ _~
Horsepower: Shall be 100 at 2400 RPM SAE net. 120 HP X .
Operating Range: Shall be governed to 2400 RPM.2500 RPM---------------- _ (j)
Lubrication: Shall be pressure with full flow filter X
and bypass relief.
Air Clea~er: Donaldsen dry type with 'restriction X
indicator.
Unit shall be equipped with cold weather starting aid. X
Unit shall have an in ,line 'fuel filler. X
Unit shall be direct electric starting. X
7.
(!J;
;x
;<
(j;)
®
X
(J)
G. Brakes:
1. Front shall be hydrauli~. X
2. Rear shall be disc type. X
3. Type shall be air over hydraulic power assist Power hydraul i c ~:,. ~ ~ \ ø
4. Parking brake shall be air operated with warning device V I~ ~
for low air pressure. Mechanical
e
( .
e
e
e
Loader Operating Features:
1. Tipping loads shall be a minimum of 16,000 lbs (straight) 19,130
with tie ballast and added counterweight
14,700 lb. minimum full turn without tire ballast and
added counterweight.
Width over tires shall be 90 "inches. ,9611 -----------_____________________(j)
Turning radius of inside tire shall be a rn.i.nimum of 17 ft. X
Dump clearance shall be 9'0". X
Brake out tow shall be a minimum of 22,700 lbs. 22,415--------------------~
Travel speed shall be 0-20 mph in forward or reverse. X
Boom and bucket shall be twin double action boom cylinders X
with automatic boom kickout.
(ONE)Twin Double acting bucket cylinders with automatic bucket
levelers mounted with Z bar type linkage.
MODEL 520B
-H'.
Hydraulic System: 44
1. Loader Bucket shall have a minimuMt 39 GPM gear t,ype pump. X X
2. Steering shall have a minimum of 29 GPMgear type pump. 14 GPM
3. Unit'shall have 2 lever type control systems. X
. - -·O--I'~-~lectricàl System:
1. 12 or 24 volt DC 24V X
2. A minimum of 120 Amp/HR batteries. 'X
3. Unit shall have front and rear workins lights. X
4. Unit shall have stop and turn signals and reversing lights. X
5. Unit shall have a full instrument panel lighting and must X
include the following: '
1. Air pressure gauge X
2. Transmission oil pressure X
3. Torque converter oil pressure X
4. Ammeter X
5. Engine water t~mp. X
6. Fuel level X
7 · Hour meter X
8. Tachometer and/o'r speedQmeter. X
J.
Warning Lamp's:
Unit shall have the following warning lights:
1. Low air
2. Low engine oil pressure
3. Parking lamps
4. Rear work lamp'
K. Tires: -
Tires shall be 17.5 x 25 12 ply L-2 traction type cleated.
L. Loader Bucket:
. Unit shall have general purpose, type with replaceable teeth
1. SAE capacity 2.0 cubic yards struck. 2.25
2. SAE capacity 2.2 cubic yards heaped 2.5
M.
16,260
2.
3.
4.
5.
6.
7.
.L C1ÕC L:.
CONFORMS
YES NO
®
"
X
X
X
X
X
X
X
X
X
X
<i)
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4' I
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N.
Cab:
1.
2.
3.
-4.
5.
6.
- -....-:_~-
MODEL 520B
Cab must have OSHA approved ROPS.
Locking doors with key locks.
Front wiper:.
-H~ater with defroste~ fan.- .
Full operator visibility with safety glass and'mirrors.
Fully adjustable cushioned back seat.
o. General Requirements:
1. Total weight without tire ballast or extra counterweight
shall be 21,900 Ibs. 23 180
2. Unit shall be equipped ~ith full vandalism kit with battery
switch and key.
3. OSHA approved back up alarm.
4,. Rear towbar pin.
5. Full tool kit with grease gun.
6. Fuel tank capacity for 8 hours' of operation.
7. Frame lock pin for transport.
. ,
CONFORMS
rES NO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
In submitting this bid, vendor agrees to accept any and all of the foregoing'
specifications and general conditions.
COMP ANY
TITLE
BY
Sales Representative
CITY OF NORTH RICHLAND HILLS
BID QUOTATION FOro~
Biilli. submitted tq the City of North Richland Hills for the belm., listed. items shall be
s~tted on this form in a sealed envelope addressed to the City Secretary of North
Richland Hills, 7301 N.E. Loop 820, Fort Worth, Texas. 76118. Bids shåll be received
not later than 10:00 A.H. ,10-20-82 t at which time all bids shall be publicly
0eened and read aloud. .
The front of the envelope shall have the following information printed or typed in
the lower left corner:
ItßID QUOTATION "ENCLOSED"
ITEM One Rubber Tired Loader
OPENING HOUR ,AND DATE': 10:00 A.M_ October 20. 1982
. ,
The prices quoted on the Bid Quotation Form are "firm" and II real II prices. . The City of
North Richland Hi-lls reserves the right to reject any ånd all bids and to re-advertise
subject to notification. .
, .
THE PRICES QUOTED HEREIN AND ACCEPTANCE OF THE BID BY THE CITY' OF NORTH RICHLAND HILLS
SHALL NOT CONSTITUTE OR BE HELD TO CONSTITUTE AN ORDER. .
QUAi'lllIY Ul~ I T DESCRIPTION OF' ITE~' BID ON PRICE TOTAL BID I
e1 One Rubber Tired Loader
- FO~ A-64
$42,725.50 $42,7 25.50
DATE:
10-14-82
TERMS OF BID: Net. 30 Davs
BIDDER NAME:
ADDRESS:
Clemons Tractor Co.
P. O. Box 7707, 5000 Airport Frwy.', Ft. Wortl1, Texas 76111
TITLE OF COMPANY OFFICER:
SIGNATURE:
H~ Presid~nt
. J.. .Jl'"--~
-
e
CITY OF NORTH RICHLAND HILLS
730i Northeast Loop 820
North Richland Hills, Texas 76118
281-0041
This specification is intended to describe the minimum requirements for a new
Four Wheel Drive Rubber Tired Articulated Loader.
The following specifications must be meet or' exceeded.
A. Minimum of 2.0 cubic yards struck.
B. Unit shall be in the 20,000 lb. weight class.
(,(DeY,
CONFORMS
YES NO
;/
V
-//
1.
2.
3.
4..
5.
6.
7.
8.
e 9.
10.
C. Englne:
Type shall be d'iesél, wet sleeve f\!\¡
Cylinder: 6
Displacement: Minimum shall be 385 cubic inches.
Horsepower: Shall be 100 at 2400 RPM SAE net.
Operating Range: Shall be governed to 2400 RPM.
Lubrication: Shall be pressure with full' flow filter
and bypass relief.
Air Cleaner: Donaldsen dry type with 'restriction
indicator.
Unit shall be equipped with cold weather starting aid.
Unit shall have an in ,line fuel filler.
Unit shall be direct electric starting.
wér fLt.£ {lG-- y/.'
./
v"'"
./ t/'
~
./
v
v' /
V
D. Transmission:
1. Type shall be full powershift countershaft transmission
with 4 speeds forward and reverse.
v
E. Front and Rear Axles:
1. Front: Shall be fixed axle, conventional differential with
outboard planetary drive.
2. Rear: Shall be oscillating axle, conventional differential,
with minimum ascellation of 24° with outboard planetary drive.
/;'1 Þ EJ K~ t \/'.
t ( v"
F. Steering:
1. Steering shall be articulated with twin double action
steering cylinders, 380 articulation.
2. Frame center pins shall have spherical bushings and dust
seals top and bottom.
v
v
··G. Brakes:
1. Front shall be hydrauli~.
2. Rear shall be disc type.
3. Type shall be air over hydraulic power assist
4. Parking brake shall be air operated with warning device
for low air pressure.
~ ..
e
v
\/
V"
V
Nt> "It
rage L.
H.
Hydraulic System: I¡
1. Loader Bucket shall have a m1n1muM) ~9 GPM gear type pump. '~,
2. Steering, shall have a 'minimum of 29 GPM gear type pump.
3. Unit shall have 2 lever type control systems.
CONFORMS
YES NO
vi
~
V
/
./
./
./
V
V
\1'/
V /'
v"
/
/
/
e
..0. I.-r:lectrical System':
1. 12 or 24 volt DC
2. A minimum of 120 Amp/HR batteries.
3. Unit shall have front and 'rear working lights.
4. Unit shall have stop and turn signals and reversing lights.
5. Unit shall have a full instrument panel lighting and must
include the following: .
1. Air pressure gauge
2. Transmission oil pressure
3. Torque converter oil pressure
4. Ammeter
5. Engine water temp.
6. Fuel level
7. Hour meter
8. Tachometer and/o'r speedometer.
J.
Warning Lamp's:
Unit shall have the following warning lights:
I,. Low air
2. Low engine oil pressure
3. Parking lamps
4. Rear work lamp'
~ V
V
V'
v'
V
e
K. Tires: -
Tires shall be 17.5 x 25 12 ply L-2 traction type cleated.
L. Loader Bucket:
. Unit shall have general purpose, type with replaceable teeth
1. SAE capacity 2.0 cubic yards struck.
2. SAE capacity 2.2 cubic yards heaped
-/
v
M. Loader Operating Features:
1. Tipping loads shall be a minimum of 16,000 lbs (straight)
with tie ballast and added counterweight
14,700 lb. minimum full turn without tire ballast and
added counterweight.
2. Width over tires shall be 90 ·inches.
3. Turning radius of inside tire shall be a ¡n,1.nimum of 17 ft.,
4. Dump clearance shall be 9'0".
5. Brake out tow shall be a minimum of 22,700 Ibs.
6. Travel speed shall be 0-20 mph in forward or reverse.
7. Boom and bucket shall be twin double action boom cylinders
with automatic boom kickout.
Twin Double acting bucket cylinders with automatic bucket
levelers mounted with Z bar type linkage.
v'
yl'Q3. S"I
v
v
" I vJ ¿o C¡/JO~
\ V \0 ht) , , .
V
V'
~
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e N.
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Cab:
1.
2.
3.
4.
5.
6.
Cab must have OSHA approved ROPS.
Locking doors with key locks.
Front wiper\
Heater with defroster fan.
Full operator ~isibility with safety glass and mirrors.
Fully adjustable cushioned back seat.
o. General Requirements:
1. Total weight without tire ballast or extra counterweight
shall be 21,900 Ibs.
2. Unit shall be equipped with full vandalism kit with battery
switch and key.
3. OSHA approved back up alarm.
4. Rear towbar pin.
5. Full tool kit with grease gun.
6. Fuel tank capacity for 8 hours of operation.
7. Frame lock pin for transport.
In submitting this bid, vendor agrees to accept any and all of the foregoing'
specifications and general conditions.
COMP ANY
Clemons Tractor Co.
BY~
~--~
TITLE '
President
Page 3
CONFORMS
XES NO
vi
\1/
V
../
V'
V
/
/
./
./
/
.../
/
&'
, .~
~ ' WARRANTY AND LI~' ~TATION OF LIABILI1'Y - COMMERCIAL PRODUCTS
. ~~, Ford Tractor Op~rR tions
r-
COVERAGE PROVIDED
e
Ford MOtor Company warrants to the original retail purchaser of each new Ford Tractor
Operations Commercial Product that the Selling Dealer will repair or replace any part
thereof ~ound to be defective in materials or workmanship wit~n the following periods:
BASIC WARRANTY
Commercial Product
Warranty Period
Agricultural, Industrial and Utility Tractors ............................ 12 Months
Equipment, Attachments and Implements for
Agricultural, Industrial and Utility Tractors .......................... 12 Months
. C\i.heel Loaderv........................................................... .U 2 Mon t~~
CL 40 Compact Loader Industrial Engine and 725 Series Trenchers .......... 6 Months
EXTENDED POWER TRAIN WARRANTY FOR SERIES 2000 THROUGH 7000,
TW AND FW SERIES AGRICULTURAL TRACTORS .................................24 MO/1500 Hra.
Selected agricultural tractor pover train components on all Series 2000 through 7000,
TW and FW Series agricultural tractors are covered for a period of 24 months provided
that the tractor has not been used more than a total of 1 ,500 hours. The pow-er train
components covered by this warrB,nty consist of the following:
ENGINE - The rocker arm cover, cylinder head, engine block, crankcase pan and
timing gear cover of the engj ne, and the parts fully enclosed wi thin these units.
FV ENGINE (Excluded) - The engine is covered by a separate Cummins Engine
Company, Inc. warranty.
e
, .
TRANSMISSION AND REAR AXLE - The clutch housing, transmission case, dual poyer
,housing, differential housing, final drive housings, transfer case, front wheel
drive housing, and parts fully enclosed vithin these housings, including the drive
axles, but excluding the hydraulic lift cover and its components.
The wrranty period vill begin on the date of original retail sale or date of original
use, whichever is earlier.
The obligation of Ford to the purchaser under this wrranty is limited to the repair
or, replacement of defective parts, which will be made free of charge for both parts
and labor using Ford service parts. Repair or replacement in accordance vi th this
warranty shall constitute fulfillment of all liabilities of Ford and the Selling
~ealer in respect to such Commercial Products.
Repairs or replacements viII be performed by the Selling Dealer following delivery
of ,the Commercial Product by the purchaser to the Selling Dealer's place of business
in the United States.
If the purchaser has moved a long distance from the Selling Dealer, any authorized
Ford Tractor Operations Dealer will perform the repair at its dealership.
-
, t . , .
The Selling Dealer shall reviev these warranty provisions vith the purchaser prior to
retail sale, secure his acknowledgment of delivery of this warranty and record the
da te of original retail sale or da te of, original use. '
WHAT IS NOT COVERED BY T~ WAilllANTY
4IÞ1. This warranty shall NOT apply to Ford Tractor Operations Commercial Products:
(i) With respect to vendor warranty items such as tires, tubes, engines and
attachments;
(ii) Wi th respect to vendor \o/8.rranty i terns on the Complct loader, which include the
Onan Engine, Yisconsin Engine, battery tires, tubes and attachments;
(iii) If the unit has been subject to misapplication, abuse, misuse, negligence of
proper maintenance or other negligence, fire or other accident;
(iv) If parts not made by Ford have been used in connection with the unit, if in the
sole judgment of Ford such use affects its performance, stability or reliability;
(v) If the uni t has been al tercd or repaired outside of a Ford Tractor Operations
Dealership in a manner which, in the sole judgment of Ford, affects its
performance, stability or reliability;
(vi) Wi th respect to batteries which are covered by a separa:(:,e pro rata adjustment
warranty.
. ,
2. This warranty shall NOT apply to normal maintenance services (such. as tune-ups,
fuel system cleaning and wheel, brake and clutch adjustments), to normal replacement
,of service items (such as filters and brake or clutch linings), or to normal
deterioration due to use or exposure (such as belts and exterior finish).
-3. This warranty shall NOT apµly to any Commercial Product which is distributed by· :.:
anyone other than Ford Tractor and Implement Operations - North America, throu~ '
its dealers in the United States. This warranty shall NOT apply to any Commercial
Product which is normally operated outside of the United States.
LIMITATIONS, INCLUDING DISCLAI~ŒR OF IMPLIED WARRANTIES AND CONSEQUENTIAL DAMAGES
This warranty gives you specjf5c legal rights and you may also have other rights which
vary from state to state.
Ford Motor Company does not authorize any person to create for it any other obligation
or liability in connection with these commercial products. TO THE EXTENT ALLOWED BY. LAW,
ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS APPLICABLE TO THIS COMMERCIAL PRODUCT
IS UMITED TO THE STATED DURATION OF THIS WRITTEN WARRANTY. NEITHER FORD MOTOR COMPANY
NOR THE SELLING DEALER SHALL BE LIABLE FOR LOSS OF THE USE OF THE COOŒRCIAL PRODUCT,
LOSS OF TIME, INCONVENIENCE, CQM}ŒRCIAL LOSS OR CONSEQUENTIAL DAMAGES.
Some states do not allow limitations on how long an implied warranty will last or the
exclusion or limitation of incidental or consequential damages, so the above limitations
or exclusions may not apply to you.
The remedy of repair or replacement of a defective part during the warranty period herein
specified shall be the purchaser's exclusive remedy.
erGHT TO MAKE DESIGN CHANGES
Ford Motor Company reserves the right to make changes in the design and other changes in
its products at any time and from time to time without notice and without incurring any
obligation with respect to any product previously ordered from it, sold or shipped by it.
e
e
-
.. ..
" .
" .
PROTECTIVE EQUI HœNT
*Rollover protection" structure (Raps) is available for all Ford agricultural and
industrial tractors and we strongly recommend its use. At their own risk,
customers may elect to delete this equipment where it is standard, or elect not
to purchase the equipment where it is optional.
.
, I- have-elected to:
ROPS.
Accept:
Reject:
I aclmowledge the existence of OSHA regulations pertaining to ROPS.
A PTO master shield has been furnished vi. th delivery of the machine.
The correct Operator's Manual has been furnished.
*The blank spices under "Protecti ve Equipment" have been filled in and are correct,
and I acknowledge that I have read and I accept this War~ty apd Limitation of
Liability.
Purchaser
Model
Si gna ture
late
Serial No.
, ,
, .
F T 0 8783-0
Oct 81
Previous &~itions may NOT be used
\.
~ "
(0
CITY OF NORTH RICHLAND HILLS
BID QUOTATION FOro~
B~s submitted tq the City of North Richland Hills for the belm" listed- items shall be
~litted on this form in a sealed envelope addressed to the City Secretary of North
Richland Hills, 7301 N.E. Loop 820, Fort Worth, Texas. 76118. Bids shåll be received
not later than 10:00 A.H. ,10-20-82 . at which time all bids shall be publicly
o~ened and read aloud. .
The front of the ertvelope shall hàve the following information printed or typed in
the lower left corner: I
"BID QUOTATION "ENCLOSED"
ITEM One Rubber Tired Loader
OPENING HOUR ,AND DATE': lO:OOA.M_ October 20,. 1982
, .
The prices quoted on the Bid Quotation Form are "firm" and "real" prices. . The City of
North Richland Hi-1ls reserves the right to reject any ånd all bids and to re-advertise
subject to notification. -
. '
THE PRICES QUOTEO HEREIN AND ACCEPTANCE OF THE BID BY THE CITY·OF NORTH RICHLAND HILLS
SHALL NOT CONSTITUTE OR BE HELD TÒ CONSTITUTE AN ORDER. .
QUAi'll.! IY ur~IT DESCRIPTION OF ITEM BID ON PRICE TOTAL BID
_1 One Rubber Tired Loader
-
1 New Furukawa Model FL-170 as per
specifications ~4333.36 44 , 3 3 3 . 36
DATE: October 19, 1982
TERMS OF BIO: Net Fifteen (15) from date of invoice
,
B1 DOER r~AME: Cooper Machinery Corp.
ADDRESS:
3901 E. Loop 820, So., Fort Worth" Texas 76119
TITLE OF COMPANY OFFICER:
SIGNATURE:
-
(I "
e
CITY OF NORTH RICHLAND HILLS
7301 Northeast Loop 820
North Richland Hills, Texas 76118
281-0041
This specification is intended to describe the m1n1mum requirements for a new
Four Wheel Drive Rubber Tired Articulated Loader.
The following specifications must be meet or" exceeded.
CONFORMS
YES NO
A. Minimum of 2.0 cubic yards struck.
Yes
B. Unit shall be in the 20,000 lb. weight class.
Yes
e
C. Engine:
1. Type shall be d'ieseJ~, we t sleeve
2. Cylinder: 6
3. Displacement: 'Minimum shall be 385 cubic inches.
4.. Horsepower: Shall be 100 at 2400 RPM SAE net.
5~ Operating Range: Shall be governed to 2400 RPM.
6. Lubrication: Shall be pressure with full' flow filter
and bypass relief.
7. Air Cleaner: Donaldsen dry type with restriction
indicator.
8. Unit shall be equipped with cold weather starting aid.
9. Unit shall have an in.line fuel filler.
10. Unit shall be direct electric starting.
Yes
D. Transmission:
1. Type shall be full powershift countershaft transmission
with 4 speeds forward and reverse.
Yes
..
E. Front and Rear Axles:
1. Front: Shall be fixed axle, conventional differential with
outboard planetary drive. Yes
2. Rear: Shall be oscillating axle, conventional differential,
with minimum ascellation of 240 with outboard planetary drive.
F. Steering:
1. Steering shall be articulated with twin double action
steering cylinders, 380 articulation. Yes
2. Frame center pins shall have spherical bushings and dust
seals top and bottom.
.' G. Brakes:
1. Front shall be hydrauli~.
2. Rear shall be disc type.
3. Type shall be air over hydraulic power assist
4. Parking brake shall be air operated with warning device
for low air pressure.
Yes
e
f) '.
..
~
CONFORMS
YES NO
e
H. Hydraulic System:
1. Loader Bucket shall have a minimuMt ~9 GPM gear type pump.
2. Steering shall have a 'minimum of 29 GPM gear type pump.
3. Unit 'shall have 2 lever ~ype control systems.
Yes
I. Electrical System:
1. 12 or 24 volt DC
2. A minimum of 120 Amp/HR batteries.
3. Unit shall have front and rear working lights. Yes
4. Unit shall have stop and turn signals and reversing lights.
5. Unit shall have a full instrument panel lighting and must
include the following: .
1. Air pressure gauge
2. Transmission oil pressure
3. Torque converter oil pressure Yes
4. Ammeter
5. Engine water temp.
6. Fuel level
7. Hour meter
8. Tachometer and/o'r speedometer.
J . Warning Lamp's:
Unit shall have the following warning lights:
1,. Low air
2. Low engine oil pressure
3. Parking lamps
4IÞ 4. Rear work lamp'
K. Tires: -
Tires shall be 17.5 x 25 12 ply L-2 traction type cleated.
Yes
Yes
L. Loader Bucket:
·Unit shall have general purpose, type with replaceable teeth
1. SAE capacity 2.0 cubic yards struck.
2. SAE capacity 2.2 cubic yards heaped
Yes
M. Loader Operating Features:
1. Tipping loads shall be a m1n1mum of 16,000 Ibs (straight)
with tie ballast and added counterweight
14,700 lb. minimum full turn without tire ballast and
added counterweight.
2. Width over tires shall be 90 ·inches.
3. Turning radius of inside tire shall be a tn.i.nimum of 17 ft.,
4. Dump clearance shall be 9'0".
S. Brake out tow shall be a minimum of 22,700 lbs.
6. Travel speed shall be 0-20 mph in forward or reverse.
7. Boom and bucket shall be twin double action boom cylinders
with autonatic boom kickout.
Twin Double acting bucket cylinders with automatic bucket
levelers mounted with Z bar type linkage.
Yes
e
· ~
II-
J.
....
CONFORMS
YES NO
e
N.
Cab:
1.
2.
3.
4.
5.
6.
Cab must have OSHA approved ROPS.
Locking doors with key locks.
Front wiper.
Heater with ' defroster fan.
Full operator visibility with safety glass and 'mirrors.
Fully adjustable cushioned back seat.
Yes
O. General Requirements:
1. Total weight without tire ballast or extra counterweight
shall be 21,900 1bs.
2. Unit shall be equipped with full vandalism kit with battery
switch and key.
3. OSHA approved back up alarm.
4. Rear towbar pin.
5. Full tool kit with grease gun.
6. Fuel tank capacity for 8 hours· of operation.
7. Frame lock pin for transport.
Yes
In submitting this bid, vendor agrees to accept any and all of the foregoing'
specifications and general conditions. Yes
e
COMPANY Cooper Machinery Corp.
BY.
TITLE' President
-
DATE: 10-20-82
/5--
SUBJECT :.
PAYMENT TO SHARROCK ELECTRIC IN THE'AMOUNT OF tl4J670.00
.
DEPARTMENT:
·PUBLIC WORKS
BACKGROUND:
THIS IS FOR EMERGENCY SIGNAL REPAIR WORK DONE TO THF
SIGNAL AI LOOP 820 AND RUFE $NOWWHICH WAS I1AMM;t:n
WH~N A CITIZEN LOST CONTROL OF ,CAR AND RAN OVFR
CONTROL BOX.
(ITI7FN/~ IN~IJRAN~F ~OMPANV HA~"R¢r=N NOTTJ=TJ:n AND
WE EXPECT RFIMRLJRSFMFNT FOR THIS'. AMOIINT.
. ----
--' .....--......-.......-.--.-- .-
CITY COUNCIL AC~ION REQU'IRED: APPROVAL OF EMERGENCY SIGNAL REPA I R WORK TO
SHARROCK ELECTRIC IN THE AMOUNT OF $14J670.00
BUDGF'TED IT¡~: YES NO-þ'-
\CCOU[T l\UMBER: 01-6.0-02- 3470 . .
--.--------------------------------------~M.f/¿..:.-------------------------
.
.
Sharrock Electric, Inc.
ELECTRICAL CONTRACTORS
Ride herd on your wiring woes
with Willy Watt-Slinger
September 20, 1982
714 West Davis
Dallas, Texas '7520~
214/946-5116
Metro 263-8904
City of North Richland Hills
P.Oo Box 18607
North Richland Hills, TX 76118
Attention: Mr. Gene Riddle
Re: Cabinet complete for
Ruff Snow and IH-820
Gentlemen:
We are pleased to confirm the following quotation:
.
1 .. "P" Cabinet (Aluminum) complete wit h
, 1 .. 4Ø DCS 824 Controller
1 .. Double Clearance Timer
9 .. Sarasota Detectors
1 .. 2-ckt Flasher
8 .. Load Switches
5 - Flash Relays
12 .. Position Load Panel
1 - Intersection Display Panel
1 .. Detector Test Panel
1 .. Police Panel c/w
1 .. Auto/Flash switch
1 .. Auto/Manual switch
1 .. Signal switch
1 - Manual Cord
1 .. Switching Logic Card
Total Price 000 $13,420.00
Total Labor Cost
...... ....... .... .... ... ...
$ ls250000
Complete Total Job 0.. $14,670.00
As you know, we had men put the intersection on flash the evening of
the accidento We, also, expedited a cabinet for this job and installed
it on Saturday, September 18th and put it into operation on Sunday,
September 19tho If you have any questions or need additional information
4IÞ concerning the above, do not hesitate to contact meo
Yours very truly,
s~g~K }LE~~Y, : ~,?I~.
-- c-~ /40-~
áob l'Jhite
,~
\.'
DATE:
10-20-82
/ø
SUBJECT~ . Payment #11 to Austin'Road on Rufe Snow Phase I
.
..
BACKGROUND:
Public Works
This amount is 'for work completed as of September 30, 1982
:JEPi~~TMENT :
Total Bid $831,770 71
Less Previous ,Payments $711),631 HI1
Previous Balance Due $1'h)11H HI)
Le~~ Thi~ P;:¡yment $ R¿~7lJ.q , E)
Balance Due $ 11)1Rq 70
.--
CITY COUNCIL AC~ION REQUIRED: Approval of payment #11 to Austin Road in the amount of
$ 8 L. , 749 . 15
,\,CC0UNT 1~~L111BER:
YES X
Bonds
NO
BUDGETED ITEM:
.~~--~--~~-~----------~----~
/_~---------~---------------------------
.
f
·
·
·
'.
KNOWL TON-ENGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
October 19, 1982
Honorable Mayor and City Council
City of North R;chland Hills
7301 N.E. Loop 820
North R;chland Hills, Texas 76118
Re: 3-315, CITY OF NORTH RICHLAND HILLS,
RUFE SNOW DRIVE, PHASE I,
CONTRACTOR1S PARTIAL PAY ESTIMATE NO. 11
Enclosed is one copy of Contractor's Partial Pay Estimate No. 11, dated
October 19, 1982, made payable to Austin Road Company in the amount of
. $84,749.15, for materials furnished and work performed on the refere~ced
project as of September 30, 1982.
The quantities and condition of the project have been verified on-site
by your representative, Floyd McCallum, as indicated by signature on the
estimate, and we have checked the item extensions and additions.
We recommend that this payment in amount of $84,749.15, be made to
Austin Road Co. 'at P.O. Box 2285, Fort Worth, Texas 76113.
Along with a copy of this letter, the Contractor is being furnished a
blank estimate form for preparing next month's estimate.
RWA/ljc
cc: Mr. Rodger N. Line, City Manager
Mr. Dwight Smith, Austin Road ..-r
Mr. Gene Ri ddl e t Di rector of Pu b 1 i c Works ~r..: T}-nS C:::::;'-'{ .0.'-_ '.
Mr. Floyd McCallum, City Inspector
SSO FIRST STATE BANK BLDG. · BEDFORD. TEXAS 76021· 817/283-6211· METRO/267-3367
CON T RAe TOR t S
EST
-.---"-..--
------
. _.'..._,'____ _.~ .__,.0,.___..
. --------'-----. - -. -
- - - -
- - -
MAT E
P 1 OF 3
F I L E .' F 3 3 1 5
- - -
STIMATE NO.- ELEVEN (11) JOB NO.- 3-315'
ROJECT--DESCRIPTION- ST,&"DRAIN.IMPROV.ON RUFE SNOW DR. IHa20 TO INDUS. PK BLVD_.._...
WNER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS, TX DATE- 10/19/82
IMMHARGED THRU PERIOD- 354 DAYS CONTRACTOR- AUSTIN ROAD COMPANY
OR T ER I AL S FURN I SHE D_ AN D,._LABOR,_ P ERF~RME 0.1 N PERIOD END IN G-q _.9/,30 /8 2~__.._ _____________.
OR ORDER DATE- 10/12/81 CALENDAR DAYS- 355 COMPLETION DATE- 10/ 1/82
o.
- .---.-.-.---------.----. .-....... PREVIOUS~._ THIS
ITEM DESCRIPTION UNIT ESTIMATE ESTIMATE
____' ,._,__.._", .UN I T_,_,__...,_ _,. _. ,_
TOTAL PRICE AMOUNT
-~------~---~--~----------------~~~- -~--~~-- -~------ -~---~-- -~~~---- --------~
...~-~--~.'-" -.-..----'... ~--,..---...._--....-.~'_._----..-.--...---.-.-. - ..----,---.. _.. -_." ~ ......_ _._.___ _.....,_ _4_ '.___,_ _,..___. _._ ..___..__ _'. _._ _____..._.___..__._____._._.. .._...._....._.__,_,_.__, _ . _~ _____ _.. _ .. ._._'_____""_ __.
1. UNCL. STREET EXCAVATION C.Y.25977.600 0.00025977.600
2. SUBGRADE STAB. W/LIME SLURRY S.V.40221.000 3984.00044205.000
3. LIME FOR STAB. SUBGRADE TON _ -568.00 _ 0.00 568.00
4. SAW CUTS FOR REMOVAL OF
EXIST. CONC. & ASPH. L.F. 407.00
5. REMOVE EXIST,--,CURB --&...GUT-TER--.L.F. ---._.140.00
6. CONSTRUCT 6' t CURB & 18tt
GUTTER. INC. REINF. STL L.F. 8192.00
7. 4' t THK . CL. B 2000 PSI, CONC. _,_______ ,.,.______..
FOR MEDIANS & MISC. USES S.F. 2160.00
8. 5t. THK CONC. DRWYS S.F. 2461.00
9. 6 ~-' T HK C ONC., ..V AL L E,YS-------.-.-.S . F..,. . _44 52 . 00
o. Me-30 OR EA-HVMS PRIME COAT
INCL. SANDING S.V.46151.000 0.00046151.00'0
1. _.RC-2 OR.. EA-HVRS ASPH., TACK_...___ ,._ .__,.______,____._ ,_. _ .__._ ._._ ___ _,. ,__ ,
COAT S.V.68818.00018995.00087813.000
2. ·TY.A HMAC, 2ft THICK
-.'-- ,.COMPACTED. IN 1._..COURSE..-,_-._,S..Y.,S5186.000,_,761.00085947.000. ..., _ 2.60 223462.20
3. .D HMAC,COMPACTED 2I'THK. S.Y. 8818.00 20453.00 29271.00 2.78 81373.38
4. TY.D HMAC FOR TRANS. & MIse TON 774.00 551.00 1325.00 25.00 33125.00
5 .-1 Y . D - HMA C., 1- -1/2-' I ,-I HJ,CK .. E OR---__ __._____,___ ,..
DETOUR CONSTRUCTION S.Y.11200.000
6. ADJ. WATER VALVE BOXES TO
,- -' FIN. _ _5 T R E E.T___.G R A D E_,___._______.._ ,. ,E A C H____l,9_,__O 0
7. TYPE II-A-A REFLECTORIZED
TRAFFIC MARKERS EACH 0.00
8 . _ T Y P E ., I ,~C REF L ECTOR I ZED .____,.___..._,_ _ _.__ __ ,__ ___.., ... ._ ___.. .. _
TRAFFIC MARKERS EACH 0.00
9. YELLOW TRAFFIC BUTTONS
,---- -- '. ( NO N~R EE L EC T OR I ZED )._ __..___EA C H_______ .0. ',.0 0 _.. ,29_72'.00 __.. .~9._12,_..Q_O._ ___ 1,'_2 ª__,_.....~_6.J.~._._7.6.
o. WHITE TRAFFIC BUTTONS
(NON-REFLECTORIZED) EACH 0.00
1. .1 8 t _.~ D I A. . C L . I I I R C P ___ .___________ L. F .. __...11 5 1 . 0 0., .
2.21' 'DIA. Cl. III RCP L.F. 291.00
3.24' 'DIA. CL. III RCP L.F. 349.00
4 . 27,_'_' D I A. .C L ._ I I IRe P___. _ .___. ,_ __ L . E..._._._,_114,. 28___ _
5. 3 3' 'D I A.' C L . I I IRe PL. F . 5 4 8' . 00
6. 36' 'DIA. eL. I I I RCP L.F. 1268.00
7. 4 8 t I D I A . C L .__ I I 1._ _,R C ~ __._ _.. . u_ _ _._ L. F . _ 8 2 5 . 0 0 .
8. 54' 'DIA. CL. I I I RCP L.F. 1092.00
9. 5' STD. CURB INLET EACH 6.00
O. lot S T D . CUR S, 1. N L. E T" _. _ _ .,... _ E A C H 3 . 0 0
1..' STD. CURB INLET EACH 9.00
2. · STD. CURB INLET EACH 2.00
. -.. - - -.-....---
1.53
0.80
77.00
39745.73
35364.00
43736.00
0.00 407.00 0.70 284.90
o . 00....,.. ,---1,4 0 . 00,____.. _.___ 2 . 25_ _ ._. 3 15 .00_
752.00
8944.00
4.23
37833.12
.' _. _.... .'. '-.-..-'-........,-.
759.00 2919.00 1.91 5575.29
0.00 2461.00 2.93 7210.73
. -. o. 0 o. _ ,4452 . 0 0.._ ___ .___ _,3 . 05 __...135 7 8 . 60
0.28
12922.28
- ......-.. ... -. ---, '.....' ..-...---.... -_... -. .--
0.05
4390.65
.._-- ... .... - --- - .'--- ------ .. ._-_. - -- - .. - ..-.--.-... ..-. - ...... -.- ~.
2.34 26208.00
0.00011200.000
._ 0.00
. _. 19 __,..0 .0,____1.2..5_. ,0 0 _ _.. _.2375....00_
311,00
311.00
2.90
901.90
-.-- -.- _.... . -" . - ----.. -.. '.- . --
-.- - ._. ....---. .- ...,. .---..-----..--
200.00
200.00
2.78
556.00
1074.00 1074.00 1.56 1675.44
, 0 . 0 0 ,_" 11 5 1 . 0 0 __ .____,_ 1 6 . 0 Q '.' 1 8 4 1 6 . 0 0
0.00 291.00 17.00 4947.00
0.00 349.00 18.60 6491.40
, ~ · 0 0____, _ 114. 2 8 ____.._ __.2 0.. .5_.0._.___, _.2 :3 4.2 " 74.
0.00 548.00 25.00 13700.00
0.00 1268.00 30.40 38547.20
o . 0 0 _..... ,.8 2 5 . 0,0__ _ ,___.4:3 . '9 0.. 3 6 2 1 7 . 5 0
o . 0 0 1 0 9 2 . 0 0 6 8 . 2 0 ... - 7 4 4 7 4 -. 4 0
0.00 6.00 1050.00 6300.00
o ...9,.0 3 . 0 0 141 0 . 00 42 :3 0 . 00
0.00 9.00 2100.00 18900.00
a.oo 2.00 2600.00 5200.00
CON T RAe TOR'S
EST I MAT E
- - - - - - - - - - - -
- - - - - - - -
P 2 OF 3
FILE F3315
.- - .'~ ...----' -- _.-" _.. ._--- _..----- --.. -.
STIMATE NO.- ELEVEN (11) JOB NO.-, 3-315,
ROJECT DESCRIPTION- ST.& DRAIN.IMPROV.ON RUFE SNOW DR. IH820 TO INDUS. PK BLVD
WNER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS, TX DATE- 10/19/82
IM~HARGED THRU PERIOD- 354 DAYS CONTRACTOR- AUSTIN ROAD COMPANY
OR~TERIALS FURNISHED AND LABOR PERfORMED IN PERIOD ENDING- 9/30/82
ORK ORDER DATE- 10/12/81 - CA'LEND-Àf~- DA-YS-'-' '355 - COMPLETION DATE- -i-o/- 1/82
o.
-- - ___._ __ ___"__ .__.._._. _ _ _ _ PREVIOUS'. THIS·
ITEM DESCRIPTION UNIT ESTIMATE ESTIMATE
TOTAL
UNIT
PRICE
AMOUNT
----------~~----------------~-----~- -------~ -~~--~~- --~----- ---~---- ---~----~
- - '--_.. -- - - -- -- .-..- -..________w..._,__.__...__~.. ... _ _.. _.'. ,__ _.__
--~.. ...-..--------..,-- -,-,_._.._._.__..._~,-- ---~-"-' - -.---...-. .--
3. lO'STAGE I (HAL F) INLET, INCL.
TIMBER COVER
4. 20'STAGE I (HAL F) INLET, INCL.
TIMBER COVER
5. STORM DRAIN VAULT AT
-- 5 T A. .11 + 1,1___ ...,._____.__________'___nL. 5,_._. ,__ . 1 . .90 ,_._ ..___._0 .00 _ ______ _ 1 . Q.º______ ~,1_4.q_.,O 0
6. STORM DRAIN VAULT AT
STA. 15+71
7. S TOR M _ D R A I N __ _V A U l T_.A T ., _ __ _ __ _ __ ..
STA. 23+50
8. STORM DRA.IN VAULT AT
S T A . 26+ 3 2 _____.. _.. ,,_._,_ _ _,_, ___.,._ L . .S_.
9. STORM DRAIN VAULT AT
STA. 35+73 L.S.
a ._, __STORM.. . DR A. I N_,Y_AU L_T___.~_T_ _______ __.___. ,_ __ ________ ... ___ 0___ ___,_____ ", ...________
STA. 29+55 (' 'A") L.S.
1. ,S TOR M DR A I N V A U L TAT
. STA. 37+80 (f tA' t) L.S.
2. Ne. ENCASEMENT FOR WATER
LINES, INCL. REINF. STL C.y.
3 e__. fLEX I BlE . BASE,t___CRUSH ED __STONE
FOR PAVEMENT REPLACEMENT C.y.
4. TRAFFIC RESIG. AT RUFE SNOW
,----, ...DR. '- &- -- I H8 20_._N-_S ER.'l..____RD___ L. 5._________ o. 0o________0 .,00_____.__,,__,0 .,00_____25.50.00..____ _______0.00
5. c.o. NO. 1 - 27X43 CGM P AR L.F. 60.00 0.00 60.00 71.93 4315.80
6.' c.o. NO.2 PULL BOXES EACH 0.00 0.00 0.00 118.10 0.00
7. C.O. NO.2 3 t, .~_P_VC CONDU_I_T__,_____ L.F..____ 682.00 O.OO__._68_t.QQ_______o____,4.~O 3069.00
8. C-O. NO. 3 EXTRA WORK L.S. 1.00 0.00 1.00 946.31 946.31
EACH
9.00
0.00
9.00
800.00
7200.00
EACH
5.00
0.00
5.00
-
1500.00
7500.00
1720.00
L.S.
1.00
0.00
1.00
1720.00
1720.00
.' -- - ----... ..._~
~ . --
1.00
- -
1720.00
1720_00
L.S.
1.00
0.00
1 . 00___ _..._ _ 0 . 0 0
1 ..Q q,_h__ ,_1. {2.9__-9_9__ ___~.¡_7_2 0',00
1.00
0.00
1.00
1720.00
1720.00
1.00
0.00
1.00
3280.00
3280.00
1.00
0.00
1.00
2500.00
2500.00
0.00
0.00
0.00
78.00
0.00
- .- "- -"---..----,'.
o~oo
- 0.00
0.00
19.90
0.00
-.'--'. ...-.------ ,~--. ~ --.-------.'--------.-----.--.--- --.- ----- '-_. .', -- ,~
.-...-.-....- - ---~ - -.-- -,- -_.. -' -.--. '------ --- ------..
-- -... - -. - - - _. -.' p-' -,.. - --
. . --,- --.--- ~ .-._---- '--.----. -- ,-._-~._- --------.-.. - - _. - ---------.-----
-----'----------.-..,-. ._-
.. --, . --- .
- ----_..- -- -- -. -, ,.-
.-....----..--. .-...'---- ... - - -.-----
--,---. - ,- ...--,........, - -.. --.- ...---
...-------.---, -. "'--..---, - ,-- _..
. --.--. '-- .--- -._~ -_. ._-, .-,...
-.-..... ._-. ---.--. ---,...,-...--- .---- ---_.~
.. ---- -...-----..- --------_..'---~---,~-------
.- ...... ~ -.----.-- -_-... - . --'0' __ ___,.__.__ _ ___, ._ _
- .-- --.. ~---._----
.
.,
CON T RAe TOR I S
EST I MAT E
P 3 OF :3
FILE F3315
------
- - - -
- - - - - - - -
#I . - --- _. . -..-- .
..-. '--- - --.--- -- '...
.. -- -þ-
STIMATE NO.- ELEVEN (11) JOB NO.- 3-315~
ROJEC T DESCR I PTI ON~._-S T . & ,DR A IN. I MPROV. ON RUFE SNOW DR. I HB 2 0 TO INDUS. PI< BL VD
WNER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS, TX DATE- 10/19/82
IM~HARGED THRU PERIOD- 354 DAYS CONTRACTOR- AUSTIN ROAD COMPANY
OR_TERIALS FUR,NISHED AND_-LABOR PERFS'RMED.._IN PEF~IOD ENDIi~G- 9/30/82. ___..-___.__
ORK ORDER DATE- 10/12/81 CALENDAR DAYS- 355 COMPLETION DATE- 10/ 1/82
o.
ITEM DESCRIPTION
,PREVIOUS',. .THIS
UNIT ESTIMATE ESTIMATE
-..- .....
.---, Uf~ IT,..
PRICE
AMOUNT
..-.- ....'-.-..-...- ..,.... -- -- ._---
TOTAL
------------------------------------ -------- -------- -------- -------- ---------
- .'--_. --." - -~
---'.-' -- -_.-. -. - --.--'.-----------... -
_._~ --.._ _'... __'h _ " _.__.. ...~.__.___..___.._...'_...___..___._.,__~.._
- - -- --
IELD VERIFICATION OF JOB CONDITIONS
,\JD CONFIRMATION ,OF--PAY QUANTITIES
y- ---1~~~p-'-~f!--(;c~~__--------- _
(OWNER'S PROJECT REPRESENTATIVE)
ATE- ,19
- --.- -.-,.
. ~.- - - ..._ _ _ r. _
-----------------------
----------------------------------------------------------------------------------
. -- - . - - --
- -- --...-.----. .~ ----.-
PPROVED-
NOWLTON-ENGLISH-FLOWERS, INC.
CON L:J ING.,. ENGINEERS._
y- W.
----------
AT _____QU.!~_,1._______-t 19~__-
~.- - .----.--..-..... -- _.. _.,__,0_.,. .......'_
TOTAL ... . . . . . . . . . .
LESS 10 PERCENT RETAINED _ . . .
__DIFFERENCE. . . . . . . . . . .
PLUS 75 PERCENT MATlS ON HAND. .
TOTAL -. . . . . . . . . . . . .
LESS PREVIOUS PAYMENTS. . . . ,_
DIFFERENCE DUE THIS ESTIMATE. .
NOTE-PAY LAST AMOUNT SHOWN
842506.33
42125.32
800381.01.
0.00
800381.01
7 1 5 6 3 1 . 8 6..
84749.15
--'.------ ----......-.----
. ._--_. -_. ---- -'-. .-.,-
- .. -.-----.-- - -
OTAl EARNINGS (INCL. RETAIN.)-$ 842506.33
IME CHARGED THRU THIS PERIOD- 354 DAYS
TOTAL 81D-$ 831770.71
TOTAL TIME- 355 DAYS
----...-.. ,- ~ -. . -.,- --- ... ..-.
PERCENT- 101.29
PERCENT- 99.71
- - - ~ -' ...-.-..'-....---.----.-.------....-..--------.---.-----,... --"-- -- -------, ".__._-----'---------_._._._--_._---~_._,_.
-'-._'- -'--
-.----- -----..--.. - 0____- _. ..__
- _. - - ., ---... -.--- '------,---
- ...-'--"---',.------ -'--, .,. --' -- -- --" -----_..--_.__...---~- ----------.-----.-
-.. '.". - - - --
.... .. - - ... -. 0 _..., __ _._ .
... -,- -- ---..------.--.--.,-- .."---..,.--.-. - -, .-- --- -.--.-"- .---
-...-----.. -------.-----. -----.--------,.,o., __ ____
. -. - -.. -. "- - "- -, - ---------- ---,".---
.- ....- .. ..-- .---.- ,-_... .... -.--. ~--
'. . ,-
-,., ..--. - - --- ----- - _.- '.' - -- ...--- --
-.- - ----------.-------,-, -.----.-...------ --~ .---.---- ..--...--.,----------- --.......-..
_. ---,o" ._ __ - - _.
-- ....... - -..
-.-,---. --, --- --..------,--.-.... -...~..-,-.-
-. -------.
.
DATE: 10-20-82
/7
S~;BJECT :
.
Final P~Lment for Topographical Mapping
DEPARTMENT :
Public·, Works
BACKGROUND:
Final payment in the amount of $19.800 for topographical
mapping pioject approved by Council on April 12, 1982.
.
CITY COUNCIL ACTION REQUIRED:
Approve payment of $19,800 to Dallas Aerial
Surveys; Inc.
BtJVGETED ITEM:
YES
NO X
.ACCQUrlT 1\ù1·ffiER: Gene r a1 Fund Su rp 1 us
-----------------------------------------------~~~-~------------------------
.
.' f
.
.
fá-',/ v"-
.
KNOWL TON-ENGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
October 19, 1982
Mr. Gene Riddle, Director of Public Works
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-200, CITY OF NORTH RICHLAND HILLS,
CITY-WIDE AERIAL TOPOGRAPHIC CONTOUR MAPS
Enclosed is an invoice from Dallas Aerial Surveys dated October 14, 1982,
in the amount of $19,800 for final payment on the referenced project.
The final Topographic Map manuscripts have been delivered to our office
for inspection by Mr. Bill Johnson and all mapping is complete. Therefore,
we would recommend that the final payment of $19,800 be made to Dallas
Aerial Surveys, Inc., 10220 Forest Lane, Dallas, Texas 75243.
If 'we can be of further service in this regard, please advise.
cc: Mr. Rodger N. Line, City Manager
Mr. Allen Bronstad, Assistant Director of Public Works
Mr. Bill Johnson, Dallas Aerial Surveys
r
.1-'~'
t,t l·t." .
,~
~~~,~,~,\...! '~"
550 FIRST STATE BANK BLDG, · BEDFORD. TEXAS 76021 · 817/283-6211. METRO/267..3367
.
.
Dallas "eriul SIl~1:f:WS~ Inc.
Aerial Photography and Mapping Services
Joa t!O~
FI U i ~ G
R~K
1''''-
Bf'F
t1 a ¡,; ., ~ ~ ü
----.-- - -...-----
L' ."
I.:
ù~ c.t~
--- -----_.
October 14., 1982
D¡.iC
R',\',\ : :::::
.,.., I.~'
--
GWF ! : :';";'
---_. ...----
Mr. Richard W. Albin
KNOWLTON-ENGLISH-FLOWERS, INC.
550 First State Bank Building
Bedford, Texas 76021
Dear Mr. Albin:
Enclosed is our final billing for the Topograph£c
Mapping 3-200, City of North Richland Hills in the'
amount of $19,800.00.
It has been a pleasure working with you on this
project and we look forward to the po'ssibility of
working with you again in the future.
Sincerely,
Bill L. Johnson
BLJ/mj
Enc.
10220 Forest Lane near Skillman / Dallas, Texas 75243 / 214-349-2190
/tJ-/-S--j ?_-
DDIIIIS '-'~B'illl Sllrr~~JH! In~.
Aenal Photography and Mapping Services
10220 Forest Lane
Dallas, Texas 75243 214/349-2190
INVOICE NO.
82-613
STATEMENT
TO
CITY OF ~ORTH
7301 Northeast
North R:ichland
I DATE
1982
RICHLAND HILLS
Loop 820
Hills, Texas
October
14,
76118
ATTE~~TION :
Mr. Roger N. Line, City Manager
QUANTITY DESCRIPTION AMOUNT
Balance due on mapping project - 3-200, 19,800 00
. City of North Richland Hills
<J IuuJ. 1(CU4 TOTAL 19,800 00
PLEAse PAY THIS AMOUNT
.... ......................
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It
DATE:
10-21-82
SUBJECT~
Payment to Harco Corporation for cathodic protection" at Conn Dr. Ground
4IÞ Storage Tank
DEPARTMENT: Utility,
, '
BACKGROUND:
It appears by Harco's invoice that we only owe $1,720.00. However,
, ,
we owe the entire amount as our records do not show that we have paid a previous
payment and the City Council did not approve the palIDent of $15~480..00. We are
requesting payment of $17,200.00 at this time.
.
-"~þ"--""'- -'---'~"-'---"'~---_._'
CITY COUNCIL ACTION REQUIRED: Approval of payment to Harcö Corp. in the ~mol1nr of $1~)700.00
BCn)GETED ITEM:
YES
NO X
:',~C()UN1' l\'UMBER: Uti~eserve ~
------------------------------------~~~--~--------------------------
.
-- ItaHARCO CORPORATION
~ Cathodic Protection Division
IBI ar3 P. O. Box 40310 '., Houston, Texas 772~O
(713) 41 ~7171 Telex: 795-822 Harco Hou
ORIGINAL INVOICE
PLEASE REMIT TO
· P.O. BOX 644, BUFFALO, NEW YORK 14240
WTIONDATE SALES CREDIT
12-82 30
SOLD
TO
.
.
CUSTOMER ORDER NO.
JOB NUMBER
TERMS:
per letter
1-56463
Net 30 Days
,--
I
INVOICE NUMBER
T-56944
2nd & Final
INVOICE DATE
10-12-82
.
SHIPPED TOI JOB SITE
I
North Richland Hills, Texas
.
Public Works Director
P. O. Box 18609
North R;chland Hills, TX.
76118
L
--L
DESCRIPTION
For furnishing all labor, material and equipment to
install cathodic protection on interior and exterior
of 2,000,000 gallon reservoir in North Richland Hills,
Texas.
TOTAL AMOUNT OF CONTRACT:
COMPLETION TO DATE 100%
LESS PREVIOUS INVOICE
TOTAL AMOUNT DUE:
~
PRICE
$17,200.00
17,200.00
15,480.00
$ 1,720.00
/.
.
.
.
KNOWL TON-ENGLlSH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
October 19, 1982
Mr. Gene Riddle, Director of Public Works
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-418, CITY OF NORTH RICHlAND HILLS,
CONN DRIVE GROUND STORAGE TANK CATHODIC PROTECTION
We accompanied your City Inspector, Mr. Bill Rutledge, along with a repre-
sentative of HARCO in a final inspection of the cathodic protection instal-
lation at the Conn Drive ground storage tank site on October 7, 1982, and
the work appeared to be performed in accordance with the plans and specifi-
cations prepared by HARCO. Therefore, we would recommend that the final
payment of $1,720.00 be made to the HARCO Corporation, Cathodic Protection
Division, P.O. Box 40310, Houston, Texas, 77240.
If we can be of further service in this regard, please advise.
aJ-U/,
cc: Mr. Rodger N. Line, City Manager
Mr. Allen Bronstad, Assistant Director of Public Works
sse FIRST STATE BANK BLDG. · BEDFORD, TEXAS 76021· 817/283-6211. METRO/267-3367
~$
DATE:
10-20-82
/''1
SUBJECT :.
Dawn Dr. Street Improvement
.
_ _ _ PEP.ARTMENT ~
BACKGROU11D :
Public Works
This is partial payment #1.
Amount Bid $392,913.93
Change Order 111 $ 3,552.00
Change Order #2 $ 17,998.27
Total Amount Bid $414,464.20
Total Earned $167,12~.04
Less 10% $ 16,712.80
This Payment $15'0,415.24
.
-- . -----------. ---~_.-...
CITY COUNCIL 4~CTION REQUIRED:
Approve payment #1 of $150,415.24 to Austin Road Co.
.~--....-.--
BUDCE'IED ITf.:M:
YES
NO X
l\CCOUNT NUMBER:
CIP Bonds
()/ ~
----------------------~--------------------------------~---------------------------
.
,
.
.
.
KNOWL TON-ENGLISH-FLOWERS, INC.
CONSULTING ENGINEERS / Fort Worth-Dallas
.October 19, 1982
Honorable Mayor and City Council
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas 76118
Re: 3-319, CITY OF NORTH RICHLAND HILLS, '
ONYX DR. N. & DAWN DR. PAVING & DRAINAGE IMPROVEMENTS,
CONTRACTOR1S PARTIAL PAY ESTIMATE NO.1
Enclosed is one copy of Contractor's Partial Pay Estimate No.1, dated
October 18, 1982, made payable to Austin Road Company in the amount of
. $150,415.24, for materials furnished and work performed on the referenced
project as of September 30, 1982.
The quantities and condition of the project have been verified on-site
by your representative, Floyd McCallum, as indicated by signature on the
estimate, and we have checked the item extensions and additions.
We recommend that this payment in amount of $150,415.24, be made to
Austin Road Co. at P.O. Box 2285, Fort Worth, Texas 76113.
Along with a copy of this letter, the Contractor is being furnished a
blank estimate form for preparing next month's estimate.
('
RWA/ljc
cc: Mr. Rodger N. Line, City Manager
Mr. Dwight Smith, Austin Road
Mr. Gene Riddle, Director of, Public Works",~!::~1 TH\S cn~'{ ~OR
Mr. Floyd McCallum, City Inspector ..,~
550 FIRST STATE BANK BLDG.· BEDFORD. TEXAS 76021. 817/283-6211- METRO/267..3367
-- -,~,--
c 0 fi_LB-_~.ç: ,I. O.___~__~__.S
EST I MAT E
...---.---..---- -----...'--------- --..-... - -'-
- - - - - - - - - -
------
l '
P 1 OF
"--'-F-I-LE F 3·31 ~
STIMATE NO.- 1 JOB NO.- 3-319
---. _. >-.---- ...-.-- .--......... . -
ROJECT DESCRIPTION- DAWN DR. & ONYX DR. NORTH STREET & DRAINAGE IMPROVEMENTS
~.~~_~~~~~___~~~~~~~~ I ~~:lS 24 DAYS _ ~~-~~~;C~~~_~_~_~~_~~7_~_~~~_8_~ ~-~_~_~A~~ DA TE- 1 ° 1 18/S:
OR -MATERIALS FURNISHED AND lABOR PERFORMED IN PERIOD ENDING- 9/30/82
ORK ORDER DATE- 9/ 7/82 CALENDAR DAYS- 180 COMPLETION aATE- 3/ 51B~
- ----- -- --- ---------- ------ n P RË- vTöÜ S ---- T H I 5- -- - ----- ----------- uNTr---------
O. ITEM DESCRIPTION UNIT ESTIMATE ESTIMATE TOTAL PRICE AMOUNT
.---....--- ...--
------------------------------------ -------- -------- -------- -------- ---------
1. UNCL. STREET EXCAVATION (.Y. 0.,00 0.00
2. SU e G R A D E ST~J~~__ I,·JIT H ~ JJ'-1_E _ _ __ _ __ _____ _____ ___ mn __ _h __ _ _ _ _ ___ ___
SLURRY, 8tt THICK S.V. 0.00 0.00 0.00
3. LIME FOR STAB. SUBGRADE TON 0.00 0.00 0.00
_4_ .__~ AW_ C ~lJ.~LHJLR. EM 0 \{ A l 0 F___ ___ __ _____________ ______________ __
. EXIST. CONC. & ASPH. L.F. 0.00 0.00 0.00
5. REMOVE EXIST. CURB & GUTTER L,.F. 0.00 0.00 0.00
- 6 .nCQ~tSLRUC.T___6~~CLJR!3__§_18~_'_. __ ______________________._.____________ ___ ___.__ . ____ _______ _ _.___
GUTTER L.F. 0.00 0.00 0.00
7. CONSTRUCT 8" CURB & 24"
- --.- _,__.,G~TJ·_E8__________________L. Fe
8. 6" THICK CONCRETE VALLEYS
INCL. REINF. STEEL S.F. 0.00 0.00
9-~-__.M~-~'O___QJ~__ E A....J:tV~,1S~_ P R I ~L~qAI.,________ ___'_________.
WITH SAND S.Ve, 0.00 0.00
o. RC-2 OR EA-HVRS ASPHALT TACK
l~A ç~-~r-ë-4fiT-HK t COMPACT ED---- ~_.-~----º--º-O----- º- .-9-º --------9_·..9_9_ -__9 ~ 0_6_______()- 9_()
IN 2 EQUAL COURSES S.Y. 0.00 0.00 0.00 6.57 0.00
_2 .----IY.. .-º_JiMA ç_ !_C_QMP A_Ç T. E.D___2, ~~___ _________ _'_____. ___ ___________ ,.
THICK S.Y. 0.00 0.00
3. TY.D HMAC, COMPACTED 1-1/2't
TH CÇIÇ-EQR5IIi~_~J_Q_YERLAL~._·(~_____~J2.º_____º_. ° ° ___ __Uº~O ~-----~~X~___
4. TY.D HMAC FOR TRA~SITIONS &
MISC. USES TON 0.00 0.00
15. AD~ ~__,S~N .--SEW.E_f!_~A~.HO~_~__I9_______.____________._h
FINISHED STREET GRADE EACH 0.00 0.00
16. ADJ. SAN. SEWER CLEANOUT &
-------_W,AT E R,_VA,L_'L~ _-B.O_~_E.S
17. 65' 'X40' 'CGM PIPE ARCH
(2 2/3'tXl/2") 12 GA. L.F. 0.00 615.00 615.00
18 .SEL' X 36_!' ,----CGM..J~I f'E_ ARCH --- -----------------______u______________________ m__ ___________________
(2 2/3tIXl/2' t) 12 GA. L.F. 0.00 682.00 682.00
19 . 18' t D I A. CGMP (2 2 13 ' t X 1 I 2 I , )
--------12 GA. ---__ -_l.E.__Q -_0_0__ __ ___20 ._0_0___2_0_. º-º__ __33 --89__97_1_-_2.o
20. 65' 'X40" CGM 12 GA. GALV.
METAL END SECTION L.S. 0.00 1.00 1.00
21 .A 2 ,-! D I A --( Cl.Ul) R CP_ I NC l. --- ------------------------____uu__________
EXC.,EMB. & BKFL L.F. 0.00 575.00 575.00
22. 36' 'DIA. «(L. I I I )RCP INCL.
---- ------EXC - ,EMB L &--BKEL___________l.E_.____ 0- OO.___m_ 50 _ 00____ 50.0_0___ 44.0B
2 3 .3 I · D I A . ( (L . I I I ) R CPl. N C L .
EXC.,EMB. & BKFL L.F. 0.00 315.00
24. 18 ~ .I,D I A . ( C L. I I I )R C P __ IN C L. _, _________ ..____, __ ________,.____.,_ ____, _ _ _.' _,_ .,
EXC.,EMB. & BKFL L.F. 0.00 289.00
~ ..-----'---------.-
-------. ------------.---------..
0.00
5.56
O.OC
1 ~ -5--5----h'- ,--- --·o-~ -ërc
82.27 O.OC
·--i-~S_----'-o. ÕC
6.15 a.oc
5.91
0.00
0.00
0.00
7.40
-'_..._------------_..~.---._--
0.00
..--------- ------. --- ---- -.--..--
0.00
3.56
·0 . OC
0.00
-õ'-;Oõ --- -. --'0 ; 2'0----·'-- _h__ Õ -;- Ö-Ö
,..·,-õ-;oõ------·-'- 3 -~ 50------0;00
0.00
47.60
0.00
o . 00--- -ï 8 0 . 00 --h-·---·Ö-;ÕO
0.00
E A_C.H_____º-~9_Q____ -_,____9_~ 9_Q_________º_~ 00_..,. ___¡._8,9-!_ 00
72.89
67.18
776.15
0.00
44827.35
45816.7
776.15
5a.43
.----.-...---.... ------
33597.2
315.00
41.39
289.00
25.16
-.-------,---...
-.--- ~ ..-, .- - --~ - -, -.- . ---
-- '-----,--- --- ..-._, --- - ----- ~._-
----........ ....-.- - - --.....---- - ._,....._--~
2 2_Q_~_º-
13037.85
., -
7271.2
'-.. -.
C-O-lL-LR-A-C-T-O~S_E_--5-T-1-M _ A-T_E______________ ___ ___p__ L_OE___;;
- - - - - - - - - - - - - - - - - - - - FILE F331~
STIMATE NO.-_ L_______________________ -___JOB_NO.~___3_-319h__ _ _ ___________________
ROJECT DESCRIPTION- DAWN DR. & ONYX DR. NORTH STREET & DRAINAGE IMPROVEMENTS
WNER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS, TX DATE- 10/18/8¿
~.~ ~:~ ~ Es 1 ~ ~ ~NT~ ~ 6 D~N D-~ 8 g~ Y. ~ E R ~g-~ ~~~C{-~R; E ~ i~t I~Ñ~?~ ~~-Cº~;~~-;-8 2
ORK ORDER DATE- 9/ 7/82 CALENDAR DAYS- 180 COMPLETION DATE- 3/ 5/83
.._-~------_. ...-----.--------- -
PREVIOUS THIS
ITEM DESCRIPTION UNIT ESTIMATE ESTIMATE
-------.... --- - ,-'.- - .-.--- -'--"-~ .----
------------------------------------ -------- ----.---- -------- -------- ---------
TOTAL
UNIT
P R (C E
AMOUNT
- -.. ..-..- ._.._-,~.~- ,,-,," -----....--.
---- ----.--.
- - '------.--------.-.---..----
5. 10' CURB INLET EACH 0.00 1.00 1.00 1558.75 1558.75
6. - 15 '-- CURB_ tNLE:r__________ --- --EACH___u__ O. 00 u_ 2.00 ___u____ 2.00_____ 215 0.00_4300.00
7. 20' CURB INLET EACH 0.00 1.00 1.00 2795.00 2795.00
8. STORM DRAIN VAULT AT
----------__SIA -_-6,+.17 .----__L. S ._____0. .0,0___1..0_0
9. STORM DRÄIN VAULT AT
STA. 2+05.02
O. 5 TORM__.DRA I N,--VAULJ__A.L
STA. 7+74.5 L.S.
1. ASPHALT PAVEMENT REPLACEMENT S.F.
2 . -. W.A.T, E R-.S E.R.V I_C L,L l.~ E,___
REPLACEMENT
3. SAN. SEWER SERVICE LINE
- .--~-·-__RE~LAC E,MENL_~____L. E...
4.5" THICK CONCRETE DRIVEWAYS S.F.
5. .8' tDIA. EX. STRENGTH VIT.
--¿-.V :-Ä C; ~-~ -: _S ~ ~ ~ ~ r/- ~ Ä~ HOLE- ---~; ¿~----- - ~ :-g ~--g: g~ ---- . ~ : ~ ~ .... --7 ; ~: ~ g -- --- ----g : ~~
7. CLASS 8 UNFQRMED CONCRETE
LNCL-LREJ_N£_.__STEEL________C.X~_____ 0.00_______0_. OO_____.9._0Q___5_P_O_._O_ÇL___ _0_.0_0
_l.._O_.O____!± 5..6 8.. _7 5.__,_~_5 6.8_._7 ~
L.S.
0.00
0.00
0.00
4515.00
0.00
-~------_.-... .--.-
. -----.
0.00
0.00
----.' _.__.~ -,--- ..-
..~.__._--._--...._~-.-
1.00
0.00
1.00
0.00
4353.75
3.38
435'3 .75
0.00
------- "'---"'-
L.F.
0.00
0.00
0.00
10.75
0.00
_,0. ,0_0_100_.00____1 00 .OO.__.___13_~ 4.~__l_~_~~_.~_O_º-
0.00 0.00 0.00 3.63 0.00
IELD VERIFICATION OF ~OB CONDITIONS
N D__C_O.N F. I B_~ A.T_ IQLO-LE.PL~_Q.VAKT_l_I I.E 5,
-Y- ~U Dra{i ~þ
u_ ----=::=':"-=-~-=_=_-_=n=:=::~.,_=~:--=:::~_-":"_~_':"____________ ___________________________ _____ .__._
(OWNER'S PROJECT REPRESENTATIVE)
ATE- ,19
----...-.- .-.. ---. --~-....._-----------
-...---.....-..-----
------~------~-----~---
---- - --_..__._-'~----
~----"'''-'------.-
---_.._-'------,~-----
----------------------------------------------------------------------------------
- ~ . ._--~'.._---- -'....-....--------------.---------.-.-.-..---
~PPROVED- TOTAL .. . . . . . . . . . .. 167128.05
<NOWLTON-ENGLISH-FLOWERS, INC. LESS 10 PERCENT RETAINED. . .. 16712.81
_CONS L I ~G_ENGI1'lE_EB,s_ ____ _PIfFE~ENCE .._"-_ _.___._~___ .-_~._!-!_!504J5--!2_~_
~J, PLUS 75 PERCENT MATLS ON HAND. . 0.00
3Y- ~& f (.,(I. · TOTAL. . . . . . . . . . . .. 150415.24
- ---- - ~---~- ---------- LESS PREVIOuS PAYMENTS. . . ... 0.00
)A ~E~~~~-f1û.;~_J_'L==-=-~_=~~-~19_?3- --- ~-~~~~:-:¡~-é~~~~E~-~~¿~~E;-~~~~ TE . .... -150415 ~-24
--.-- - -,-- ..--. -----,- ---. . . -..- -- -.-..-- _.-
---..- -- -.. ~--
-- .- .---. .--- -- ...---.---.. ...--- --... -------.'-----...-. - ..
ro~ EARNINGS (INCL. RETAI,'J. )-$ 167128.05
rI~HARGED THRU THIS PERIOD- 24 DAYS
TOTAL BID-$ 392913.93
TOTAL TIME- 180 DAYS
-.'. -, .-. ......- -'....-.-..- - -------- --..-.--.--.. .. ,-._. _...._~
PERCENT~
PERCENT-
-..- __ .0 ~ ___ __'._
42.53
13.33
. ...... ----- ... - .
.....---- _.-. -- ---. - - .'..-.....-..-.- ---..-'.'----------------,.-..-----------.-..-
.- - - -_ ___'e. __.~~
r:0«. ~U.SE' IN $UßM,TTltJG- SEPT,,, ,qaz." K'ËG,UE".5T FDe PA'(MEJJT
-~u--~-----C---O-N-T--R A-C--T-O-R--L.-S-E-S--T-I--M-A__L-E________ - - ~___P --1-0F- _ 3
· · - - - - - - - - - - - - - - - - - - - - - - IO"'ß;f F I L E F 3 3 1 9
TIMATE NO.- I JOB NO.- 3-319l
RO..JECT--DESCR I PII ON--DA \oJN-~DR _&--ONYX-DR. -NOR TH- S TREE T__ &---DRA INAGE IMPROVEMENTS _______
WNER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS. TX DATE-
IM~HARGED THRU PERIOD- DAYS CONTRACTOR- AUSTIN ROAD COMPANY
R TER I ALS FUR~I SHE D-AND-LABOR--P-ER~ORME D- IN--PER 1 OD -END I NG~-September, 1982 _u_____
R ORDER .DATE- 9/ 7/82 CALENDAR DAYS- 180 COMPLETION DATE- 3/ 5/83
.
ITEM DESCRIPTION
-.-- PREV I OUS-~-,-THI s-
,UNIT ESTIMATE ESTIMATE
TOTAL
h__'U N.I-T-__.,________ ____dO_.
PRICE AMOUNT
-,. - ----.-------
------------------------------------ -------- -------- -------- -------- ---------
--------------
1. UNCL. STREET EXCAVATION
2. SU8GRADE STAB. WITH LIME
---SLURRY t - 8-··'-'·--T H I C K, --.----.---- '. s. y-...-.-,--.. 0 . 00
3. LIME FOR STAB. SUBGRADE TON 0.00
4. SAW CUTS FOR REMOVAL OF
. ·,·,--,---EX.I,ST.. CONC-6-&-,-ASP-H .-- -.--..L. F-.-___._ O. OO---_~___
5. REMOVE EXIST. CURB & GUTTER L.F. 0.00
6. CONSTRUCT 6' t CURB & 18"
---------GUT T E R - ----------- ------ -----. L. F.--u____ 0 . 00----_ -.u. _ . _______.. .. -----_______-5 . 9 L_ ______
7. CONSTRUCT 8t t CURB & 24"
GUTTER L.F. 0.00 7.40
8. 6 '-'---T HI CK-- CONCRE-T-E---V ALLE-'t-S----_.__.___________________ ______ __ ________.__
INCL. REINF. STEEL S.F. 0.00 3.56
9. MC-30 OR EA-HVMS PRIME COAT
--.--W-LIJ:LSAND_ _uS .v-.__O. 00______________________ o. 20____________
o. RC-2 OR EA-HVRS ASPHALT TACK
COAT S.V. 0.00 _ 0.06
1.~Y.. Ä-.HMAC- -4L!..IHKJ COMPACT ED ______ __________________ _ ________ _. _____________ ___________
IN 2 EQUAL COURSES S.Y. 0.00 6.57
· Y.D HMAC, COMPACTED 2"
TrtI CL<- .----__S ..Y-.-___O . 00______ -__u _ _ -----------------3.5_0.________
TY.D HMAC, COMPACTED 1-1/2"
THICK FOR STREET OVERLAY S.Y.
.. T.Y. D_--HMAC_. fORJRAN S-I_LLO.NS_&,
MISC. USES
5. ADJ. SAN. SEWER MANHOLE TO
- -- - --J I N ISH E D - ST R E E I__GR ADE___ _E A C~_O.OO______ -.-------__18__0_.00__ _____ u
6. ADJ. SAN. SEWER CLEANOUT &
WATER VALVE BOXES
7_. - 6..5_'_ ~.X 4.0 !-.-!.-CGM-2..I.eLA R..C f:i
(2 2/3ttXl/2' t) 12 GA.' L.F.
8. 58' 'X36,t CGM PIPE ARCH
.-. - -- '2- 2/3 '-'XJ.l2-~J__12__GA .__ _ __L. E._-_O.OO___ 68~____~_~2_________6J._18_ _ 4_~~16. ?~__
· 1 8 · 'D I A. C GMP (2 2/3 t t X 1/2 . , )
12 GA.
· --..65_~_~.X4 0 -'.' __ -CG~12_GA.._GAL_'l._
METAL END SECTION
1. 42t'DIA. (CL.III)RCP INCL.
. ------ .EXC.tEMB.-&--BKFL___________L.E.______0.00___~_7?u______~?~_____. 58.43. ~3t5~7~2_5_
t . 36 t t D I A . ( CL. I I I ) R C P INCL.
EXC.,EMB. & BKFL L.F.
3. 33' 'DIAe_._, CCL. I t.IJ.RCJ?.__tNCL...___.__
. EXC..EMB. & BKFL L.F.
4. t'DIA. eCl. I I I )RCP INCL.
,... EX C . , E!vi B e._. & _ B K FL. . _._. .__ __, __.___. L . ~_. _ ___ ,_ 0 . 0 0
C.v.
-_._-----~--- -- ---.-------- ----.. - -'-~._---- .---.-.--
0.00
5.56
.. - -" - -'. ----- .- ,---
-'..--..,.- 1.55, '0'___.'0'
82.27
--1 e 98 __ n_,..._ '_______
6.15
0.00
4.15
TON
0.00
- ---------- '- - _.-----'----~------ -------.-,.-
47.60
EACH
0.00
180.00
0.00
615---- 615
- ---. -- ---- ----...-.----...
72.89 44,827.35
l.F.
0.00
20
20
33.86
677.20
L.S.
o . 00-------¡------1---:¡:¡ ó .15-776: 15--
0.00
50
50
44.08
2,204.00
--6-.0-6-- --- . 315------ ------315--- - -----41 . 39 - 13,037 . 8S- _.
289
289
25.16
7,271.24
---.-- ._. .. ~ > . .-- . _.- -- ... -.---.. ---- -... ._- - -.- .- --- .- - .----,.---- - -----,-- -'--- -- --- -~ ---.- -. -- .-.
--, -- ____"h,..____._..,.________
--, - - --- ---..- -...
.
.. t
.. ~ .;
::'---~---C-Oj4_LB_A_C_r_ 0___ R _.!.___ S__ E_S__T_L_M_ 8_-1__E____________ _
- - - - - - - - - - - -
- - - - - - - -
P_ _2 _._ OF 3
FILE F3319
TIMATE NO.- I ~OB NO.- 3-3191
OJE.ÇT __OESCR! P_I I Qf:. ~__D_A_WN _DR. _& . ONYX.. DR .utiORJJ-i__ S TJ~E.E Lß __ QRA tNAÇ;__~_tt_1PR.OVEMENT S __
NER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS, TX DATE-
I .~.~~;~¡~S~_~~_~N~;~iZD;liD_~A_6_g_~_~~ER~_g~~~;c i_~R~t:;.~~~ I _~N~J~~_~~~:~~;e_r ,_198~______._
RK ORDER DATE- 9/ 7/82 CALENDAR DAYS- 180 COMPLETION DATE- 3/ 5/83
.,. .'.------ --,----,--·-,-----.-.----,..-.---,_P_.8-~_'LtQ~S_~. _JJjJ_~___._____,__ __ '--_____u__ .._lJN ~ ~..___ .__.'_______,_..,__
· ITEM DESCRIPTION UNIT ESTIMATE ESTIMATE TOTAL PRICE AMOUNT
----------------------------------- -------- -------- -------- --------
_...------...~
5.10' CURB INLET EACH 0.00 2/50% 2/50% 1558.75 1,558.75
6. 15' CURS INLET EACH 0.00 4/50% 4/50% 2150.00 4,300.00
7. 20'__CURB INLEI___________n_ _u___EACH.____ 0.00-___215Q%_.____.2/50%__2795.00 _2,795.00_
8. STORM DRAIN VAULT AT
STA. 6+17
9..__ Sl.ORM,__D.RA.I,N_VAU_L_LA T
STA. 2+05.02
O. STORM DRAIN VAULT AT-
. ---- -- -STA .--7+3A.5______L. S .-------0-.00-__L___________1__~3_5 3.]5_!:G 35~.?5__
1. ASPHALT PAVEMENT REPLACEMENT S.F. 0.00 3.38·
2. WATER SERVICE LINE
--·---R ER LA C E MEN.L-____
3. SAN. SEWER SERVICE LINE
REPLACEMENT L.F. 0.00· 100
--. --- 5~.!__rJ:tI _CK__, C_Q~C R_EJ_E_Q B_I_V_E1J_AY_S__S_ .£_.__~_ ___.0 ~_ 0 p_ ___ '__q____ ____ '
· 81'DIA. EX. STRENGTH VIT.
CLAY SEWER PIPE L.F.
: -.~ ~SS ~N~ N~-~-i~~ D112-6~~-~-~TE-- -- -- E AÇ tL
INCL. REINF. STEEL C.V.
---.----- ._---'---,---- - ---...----- --.
~_._.._--~'---
L.S.
0.00
1
1
4568.75
4,568.75
- -
L.S.
0.00
4515.00
L..E..___O_..OO
_.j C ..7_5.__._________
100
13.44 1,344.00
~-~ Q~._- ...-----.-----,-
0.00 ' 12.90
0.'.O,Q-_________,_________,__15_2. ~O
. -----.-.---.------
0.00
50C.00
..---.---------- ---
------------,-- .----..,--.- --'- ----------.-
_.'._-----,-
- - -- - - . - '.-
---.'--- ---..--.--..-------,--- -------------. --
-----------.-- - -..- .----..-----
-------
... .._.~----------
--'. -----,-- - --.,. .---'.------------.- ,-.., -.'---..---.,.-,---.---------- '.---.-.--------.- --.'-.--.-- -- - ._-
-.. --- -.. _.. . ._-..~ - -".., .-.- - - .--- . -·-_____..'r._.__ _ . _ ~ _ _4"'__ ___ _. _.' _ __..
--- ----'...-.-..--, -..-.- --- ---..'..-.--.-------..-..------.. -. ..-- ..
- _. ---.., - - .- ...-.-
'.------,- -.. ,-.' - ,-, -----.----..---". ----.--.--------------- -" ..,--------------- ---- '.---- ----. -,----,..
--~---_._-, ---.-..---~-.....-----------,.---.. - --_.. ,,_ __a~ '.__~ ___ ____.. ...__...
..- .., ..... -- - - -....-....-.-.---- .---- -- .--.--.-- ..---...- ...-. .-.-
. '-- ~ _.. _ _ - a~.. '. ~. __ ..
... - .... -or_.. _.. _ _ _ ._' _ ..______._ ___...__, ..__.__ _ '.. ___.______ _ _._____ ..._. _ _ _, ___ _____
.. ... '-'.. -.. -------- ---------..---,- ~.._- ...
.
.. . - - . _. - -. - ~ .
.. .a, -..__._.....a._._...._
~---_.'.- -.--....------..----.-.---.-- --..-.. _.... -.~ -- ---. ._-~. -, - -- "--- - ---, - -_. -'-"-- --
-.. . ,,- ,.-- - - - . -.--
#,._-~_.,._--,--_.,_.-..- ---.- ------ ------'-~._----------_._--,. -----. -_...- .---------.- -_.-----~- ----'---+-
"..,
.""". "", .
- - -- 111"-- ---~,
.. ~.
I
C O-N-T--R·· ,Ä-C--T-· 0 -R--LS-.E--S-T--I--~1-A.-T-E
- - - - - - - - - - - -
- - - - - - - -
. - ---.--- '.--- p - 3 -- 0 F, -- 3
FILE F3319
TIMATE NO.- I JOB NO.- 3-319:
O.JEC T--DESCR I PT-I ON---- DAWN DR. & ONYX u DR. - NORTH--S TREE T& DRA I NAGE -}¡\1PROVEMENT S _ _ . _
"NER- NORTH RICHLAND HILLS PLACE- NORTH RICHLAND HILLS. TX DATE-
~E CHARGED THRU PERIOD- DAYS CONTRACTOR- AUSTIN ROAD COMPANY
R -TER I ALS- FURN ISHED--AND-LABOR- P-ERFORME D--IN-PE R I OD- END I NG- September -30, 1982-----------
R~RDER DATE- 9/ 7/82 CALENDAR DAYS- 180 COMPLETION DATE- 3/ 5/83
.
ITEM DESCRIPTION
F?R E V-I,QU S-..:---..-T H I 5---__... -------__________ __. UN I T________._ _____.
UNIT ESTIMATE ESTIMATE TOTAL PRICE AMOUNT
.--- ... .'...~--- ---- -- ------,._----.--'---
----------------------------------- -------- -------- -------- -------- ---------
-.,- -----"'...--..
--------.,.... .-..--.--.--.--
-- ..--'--.--------------- _u___, -, --. '- -. -,. ... . .- -_____ ___,.,. ",_, _, .._ __ '. _ ...,_.. ',..___. .._ ..'_'_0._, . _. _. .'._.. _
- - - ... - -_. -
-. . ___. __ 9_. _.'_ _.
. '''0 _'____________.__._,_.__.____,__ ______,_. ..... ___..____ _'____._..._.___ "_" _'____________'_,..__'_____._____._________,__
ELD VERIFICATION OF JOB CONDITIONS
D CON F IRMA T I ON- O~-,PA Y--QUAN TIT IE S. __"'_. ______
- -...-.---, ---.- -..--.'-"'- -...---.-.---..--.-----..- '. ...'-
- - ---..- ... -.--...---
--------..----,.- .~. -~'... ----.-- --,-...- -..----- ---- .p., ----.'..'...-------...--
---------------------------------------------------------------------------------
--£:-' ---
P D-
OW TON-ENGLISH-FLOWERS, INC.
-CON su L-!,IN~~G-LNEE-R £_______.
- ---~._----._- ,.. ---- - _. -- ------,._p .~ --- . . -. ---- -... --'-"--
---
TO TAL . . . . . . . . . . . . . 167, 128.05
LESS 10 PERCENT RETAINED. . .. 16,712.80
-,DJ.F:,EERENCE .__... '__e__1 .,. '___.____.___e.__. __ .,_~~.q_~~l~~?_~_,__._
PLUS 75 PERCENT MATLS ON HAND.. -0-
TOTAL . . . . . . . I . . . . . 150,415.25
LE,SS__e_R EV.lOUS_eAY,MEN,T S_.____._~_., ..._,.__, _, ._..______0. 0_0_
DIFFERENCE DUE THIS ESTIMATE. . 150,415.25
NOTE-PAY LAST AMOUNT SHOWN
T_O_T A L __ B, I D ~ $.,__.3 _9 2 913 _. .9 3 __Po E R Ç_E N T :-____ ____, .'_.'.'
TOTAL TIME- 180 DAYS PERCENT-
---, '----.._---~~. ---,. -- .'. '-. ---. --
--------------------------------
TE-
,19
~----------~-~-~~--~~--
T AL-EA1~N.INGS_lI.~CL_._R,EJAl,N ..J_~_$_._
ME CHARGED THRU THIS PERIOD-
DAYS
----..
,.-....----. '--------.-------------.- ---------,-----,---, ._. .---.---..,---- ---- ----'------_.--,.._-,- . '-.-.'.-.----.----. ---- -.-
- ,. ---.,---.. --,---- .----.... ._.. .... . -- ".- -------
---------.-----...------.--..
.' ----- -----,-_.. ._. _ _ .-------'---.-.-----...
.. -- ----..-.----..----. - -- - _. ---- ~--'._._.- ------.- -----. -...--. ---
-.------, ------ --.,-. ----- ----- ------.------
--_.. ---...-, ..-.---- - ---.-, "-a.
-' ", -- --' _. .---- -- -. -
. ....'------.-.-'--..-----------.----,--------------..--- --_. -.., ,-.- .--'-------.-.. -'-..--'-.--..-..-,--- -'._- ..,------ -.--.'" ---_.._-,----, ,-
.
--- ,.--, ...-.- ----.
- -- . ~.-..._--- -.,- ---.--- - -- ._---- ----- ...--.- --, --- ._-----------~
- - _. -- _. --- --.- ... ,.-.- _... ---, - -._- -.- - --, ---
- -.----.....,. .,- '.'--- . ------ .- .
----.. - . -.. -- '.--,...,....-. ----.....-.--... ------,.,-,-
October 25, 1982
~a
.'
DATE:
SIJBJECT:, ,__-Dr.d.inanC£LÂdQprine ~o11nril Rt11p~ of ProC'plittrp
.
DEPARTMENT :
Añm;n;~rr:::¡r;nn
~ .II f- _ --_.....
BACKGROUND:
Th ~ C ~ 11" ('; 1 R 111 ø 9- n f P ,.." (" ø ~ , , ,.. ø tAT ø ,.. ø ; n .,..,.." 1"111 (" ø ~ ~ .,.. .,.. h ~ () (" .,.. ('\ h ø ,.. 1 1" 1 Q A?
Council meeting. The suggested changes have been made. .
.
. -.. -----.._~.....--..-- - - ---.-.....
Clrry COU:NCIL 4.l\CT I ON' REQUIRED:
APPROVE/DISAPPROVE
BUDGETED ITEM:
YES
NO
N/A
,~.c ·.~()1.n"rr NillilliER:
--------------------------------------------------------------------------------------------
.
.
.
.
.
ORDINANCE NO.
. ~ f- . ---.-..-
AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF NORTH
RICHLAND HILLS, TEXAS, TARRANT COUNTY, AMENDING THE
RULES9F'PROCED~RE FOR THE CITY OF NOR~ RICHLAND HILLS
AND ADOPTING THE SAME AND DECLARING- AN ÈMERGENCY
BE IT THEREFORE ORDAINED BY THE CITY COUNCIL OF THE
CITY OF NORTH RICHLAND HILLS, TEXAS;
That the Rules of Procedure as amended and a copy of which is
attached and made a part of this Ordinance are hereby adopted and approved
by this Council.
That these Rules as amended supercedes any other set of rules
so adopted prior to this date.
That there exists a state of emergency due to the time element
and the necessity for these Rules to go into effect which will be to the
good. of the general welfare of the people and City of NOFth ~ichland Hills,
Tarrant County, Texas, thus an emergency is declared.
PASSED AND APPROVED this
day of
,1982.
Dick Faram - Mayor
ATTEST:
Jeanette Moore - City Secretary
APPROVED AS TO FORM AND LEGALITY:
Rex McEntire - City Attorney
..
.
.
.
City of ~orth ~cWand WIls
~tar of the ~etroplex
CITY OF NORTH RICHLAND HILLS
Council Rules of Procedure
(817) 281-0041/7301 N. E. lOOP 820/ P. O. BOX 18609 / NORTH RICHlAND HillS, TEXAS 76118
.
.
.
1. Authority.
1.1 Charter.
Article VI, Section 1 of the Charter of the City of North
Richland Hills provides that "all powers and authority which
are expressly or explicitly conferred on or possessed by the
City Council..." In order to provide the framework for the
execution of these powers and authority the following set of
rules shall be in effect upon their adoption by the City Coun-
cil and until such times as they are amended or new rules
adopted in the manner provided for by these rules.
2. General Rules.
2.1 Meetings to be Public.
All meetings of the City Council shall be open to the public
(Charter, Article XVIII, Section 4).
2.2
Quorum.
Four members of ,the City Council shall constitute a quorum.
When the Mayor is absent and the Mayor Pro Tern is serving in
his capacity as a non-voting member, four Council members in
addition to the Mayor Pro Tem shall be required to constitute
a quorum.
2.3
Minutes of Meetings.
An account of all proceedings of the Council shall be kept by
the City Secretary and shall be entered in a book constituting
the official record of the City Council.
2.4 Questions to Contain One Subject.
All questions submitted for a vote shall contain only one sub-
ject. If two or more points are involved, any member may re-
quire a division, if the question reasonably admits of a
.. division.
2.5 Right of Floor.
Any member desiring to speak shall be recognized by the Chairman,
and shall confine his remarks to the subject under discussion or
to be discussed. No member shall be allowed to speak more than
once on anyone subject until every member wishing to speak shall
have spoken.
Page 1
.
.
.
2.6
City Manager.
The City·Manager shall attend all City Council meetings unless
expressly excused. He may make recommendation~ to the City
Council and shall have the right to take part in all dis-
cussions of the Council, but shall have no vote.
2.7 City Attorney.
The City Attorney shall attend all meetings of the City Council
unless expressly excused and shall upon request give an opinion,
either written or oral, on questions of law. The City Attorney
shall act as the City Council's Parliamentarian.
2.8 City Secretary.
2.9
2.10
2.11
2.12
The City Secretary shall attend all meetings of the City Council
unless expressly excused, and shall keep the official minutes
and perform such other duties as may be requested by the Council.
Officers and Employees.
Any officer or employee of the City, when requested by the City
Manager, shall attend any meeting of the City Council. If re-
quested to do so by the City Manager, they may present informa-
tion relating to matters before the City Council.
Rules of Order.
Roberts Rules of Order Revised shall govern the proceedings of the
City Council in all cases \mless they are in conflict with these
rules.
~uspension of Rules.
provisions of Section 8 shall not be suspended. Any other provi-
sions of these rules not governed by state law, the City Charter,
or City Code may be temporarily suspended by a unanimous vote of
all members of the City Council present and voting.
Amendment ot Rules.
These rules may be amended, or new rules ,adopted by a majority
vote of all members of the City Council, provided that the pro-
posed amendments or new rules shall have been introduced into
the record at a previous meeting of the City Council.
Page 2
.
.
.
3. Types of Meetings.
3.1 Regular Meetings.
The City Council shall meet in the Council Chamber of the City
Hall on the second and fourth Monday of each month at 7:30 p.m.
unless otherwise officially established by the City Council.
The call for and conduct of all meetings of the City Council,
both regular and special as provided in Section 3.2 hereof
shall be in accordance with Article 6252-17, Vernon's Annotated
Civil Statutes, known as the Texas Open Meeting Act.
3.2 Special Meetings.
Special meetings may be called by the Mayor or any four members
of the City Council. The call for a special meeting shall be
filed with the City Secretary in written form, except that
announcement of a special meeting, during any regular meeting
at which all members are present, shall be sufficient notice of
such special meeting. The call for a special meeting shall
specify the day and the hour of the special meeting, an~ shall
list the subject or subjects to be considered. No special meet-
ing'shall be held until at least two (2) hours after the call is
issued and the notice thereof is posted.
3.3
Recessed Meetings.
Any meeting of the City Council may be recessed to a later time
provided that no recess .shall be for a longer period than until
the next regularly scheduled City Council meeting.
4. Chairman and Duties.
4.1 The Mayor, if present, shall preside as Chairman at all meetings
of the Council. In the absence of the Mayor, the Mayor Pro Tern
shall preside. In the absence of both Mayor and Mayor Pro Tern,
the City Council shall elect a Chairman.
4.2 Call to Order.
The meetings of the Clty Council shall be called to order by the
Mayor, or in his absence, by the Mayor Pro Tern. In the absence
of both Mayor and Mayor Pro Tern, the meeting shall be called to
order by the City Secretary.
4.3
Preservation of Order.
The Chairman shall preserve order and decorum, prevent clash of
personalities or the impugning of members' motives to occur and
confine members in debate to the question under discussion.
Page 3
.
.
.
4.4
Points of Order.
The Chairman shall determine all points of order, subject to
the right of any member to appeal to the City Council. If any
appeal is taken, the question shall be, "Shall-the decision of
the Chairman be sustained?"
4.5 Questions to be Stated.
The Chairman shall state all questions submitted for a vote and
announce the result.
4.6 Substitution for Chairman.
The Chairman may call any other member to take his place in the
chair, such substitutions not to continue beyond adjournment.
5. Order of Business.
5.1
5.2
Agenda.
The order of business of each meeting shall be as contained in the
City Council agenda prepared by the City Manager. The agenda shall
be a listing by topic of subjects to be considered by the City Coun-
cil, and shall be delivered to members of the City Council each
Thursday preceding the Monday evening meeting to which it pertains.
Consent Agenda.
In preparing the agenda, _the City Manager shall give consideration
to the number and degree of complexity of items to be considered
by the City Council for the purpose of conserving the Council's'
time in meetings. Items which are anticipated to be routine and
require little or no consideration by the Council shall be desig-
nated by an asterisk, and s?all be considered as a part of the
"Consent Agenda. II Prior to taking up the Consent Agenda, the
Mayor shall determine if there are any items thereon which should
be removed from the Consent Agenda for discussion. Any Council
member may, upon request, remove any item from the Consent Agenda
for discussion and individual action. Thereafter, all remaining
~ Consent Agenda items may be acted upon by a' single motion approv-
ing the Consent Agenda.
5.3 Council Communications.
The City Manager shall provide the City Council with a written
analysis of and recommendation of items to be acted upon by the
City Council at its meetings. These communications shall be
Page 4
.
.
e
5.4
5.5
5.5.1
5.5.2
5.5.3
5.5.4
delivered to City Council members each Thursday preceding the
Monday meeting at which time they will be discussed, unless an
emergency condition makes it necessary to deliver the communica-
tion on a subsequent day.
Oral Presentations by City Manager.
Matters requiring the Council's attention or action which may have
developed since the deadline for delivery of the written Council
Communication (Section 5.3) may, upon approval of the City Council,
and after satisfying the requirements of the Open Meetings Act, be
presented orally by the City Manager.
Citizen Presentations.
Any person desiring to present a subject for City Council considera-
tion shall advise the City Manager's office of the fact not later
than 5:00 p.m., on Wednesday preceding the meeting at which he wishes
to have the subject to be considered. Said person shall make himself
available for a conference with the City Manager at the Manager's re-
quest at some time prior to said Council meeting.
At the end of each agenda any person who has not been listed on the
agenda as provided under 5.5.1, above, but who desires to speak at
a Council meeting will be recognized by the Mayor and allowed to
speak provided said person completes a form furnished inquiring
as to name I address and topic.
Presentation by citizens shall be limited to a time period of not more
than three (3) minutes for each speaker. Any time spent by the citizen
in responding to direct questions by City Council members will not be
counted against the citizen's time allotment.
These rules shall not apply to anyone appearing at a public hearing
in response to official notice.
6. Consideration of Ordinances, Resolutions, and Motions.
6.1 Printed or Typewritten Form.
All ordinances and resolutions shall be presented to the City Council
only in printed or typewritten form.
6.2 City Attorney to Approve.
All ordinances and resolutions shall be approved as to form and
legality (Charter, Article VI, Section 6) by the City Attorney.
Page 5
.
.
e
6.3
Ordinances - When Effective.
Unless otherwise provided by applicable law, all ordinances,
except those prescribing a fine or penalty, shall be effective
from and after the date of passage, which may be upon one read-
ing only; any ordinance prescribing a fine or penalty shall be
effective from and after the publication thereof, in the offi-
cially designated newspaper of the city.
6.4 Distribution of Ordinances.
The City Secretary shall prepare copies of all proposed ordinances
for distribution to all members of the City Council a~ the meeting
a± which the ordinance is introduced, or at such earlier time as
is expedient.
6.5 Recording of Votes.
6.6
6.7
The vote of each Council member shall be taken upon the passage of
all ordinances and resolutions and entered upon the official record
of the City Council.
Majority Vote Required.
Approval of every ordinance, resolution, or motion shall require
the affirmative vote of a majority of all members of the City Coun-
cil, except as otherwise provided for in these rules.
Tie Vote.
In the event of a tie vote on any motion the Mayor shall vote to
break the tie.
6.8 Voting Required.
No member shall be excused from voting except on matters involving
the consideration of his own official conduct, or where his finan-
cial interests are involved, or unless excused by the Mayor for
other valid reasons (Ordinance Number 318, Paragraph 6.8).
6.9 ~ Order of Precedence of Motions.
The following motions shall have priority in the order indicated:
1. Adjourn (when privileged)
2. Take a recess (when privileged) *
3. Raise a question of privilege
4. Lay on table
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6.10
6.11
6.12
6.13
5. Previous question (two-third vote required)
6. Limit or extend limits of debate (two-third vote required)*
7. Postpone to a certain time*
8. Commit or refer*
9. Amend*
10. Postpone indefinitely
11. Main motion*
* Can be amended - others cannot
Reconsideration.
~ motion to reconsider any action of the City Council~can be made
not later than the next succeeding official meeting of the City
Council. Such a motion can only be made by a member who voted with
the majority. It can be seconded by any member. No question shall
be reconsidered twice except by unanimous consent of the City Coun-
cil, except that action relating to any contract may be reconsidered
at any time before the final execution thereof,.
The Previous Question.
When the previous question is moved and seconded it shall be put as
follows:
"Shall the main question be now put?"
There shall be no further amendment or debate; but pending amendments
shall be put in their order before the main question. If the motion
for the previous question is lost, the main question remains before
the City Council. An affirmative vote of two-thirds of the City
Council shall be required to move the previous question.
Withdrawal of Motions.
A motion may be withdrawn, or modified by its mover without asking
permission until the motion has been stated by the Chairman. If
the mover modifies his motion, the seconder may withdraw his second.
After the question has been stated, the mover shall neither withdraw
~ it nor modify it without the consent of the,Council.
Amendments to Motions.
No motion or proposition of a subject different from that under con-
sideration shall be admitted under color of amendment. A motion to
amend an amendment shall be in order, but more than one amendment to
an amendment shall not be in order.
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6.14
6.15
Appropriation of Money.
Before formal approval by the City Council of motions providing
for the appropriation of money, information 'm~st be presented
to the City Council showing the purpose of the appropriation and
the account to which it is to be credited. In addition, before
finally acting on such an appropriation, the City Council shall
obtain a report from the City Manager as to the availability of
the appropriation.
Transfer of Appropriations.
Upon written recommendation of the City Manager, the City Council
may at any time transfer an unencumbered balance of an appropria-
tion made for the use in one department or division to any other
department or division.
7. Cr~ation of Committees, Boards and Commissions.
7.1
7.2
City Council Committees.
The City Council may, as need arises, authorize the appointment of
"ad hoc" Council committees. Except where otherwise provided by
the City Charter, the Mayor shall appoint members of the City Coun-
cil committees, subject to the approval of the Council. Any com-
mittee so created shall cease to exist upon the accomplishment of
the special purpose for which it was created or when abolished by
a majority of the City Council.
Citizen Boards, Commissiõns and Committees.
The City Council may create and establish other committees, boards
and commissions to assist in the conduct of the City government
~ith such duties as the City Council may specify, not inconsistent
with the City Charter or City Code. Memberships and selection of
members shall be as provided by the City Council if not specified
by the City Charter. Any committees, boards or commissions so
created shall cease to exist upon the accomplishment of the spe-
cial purpose for which they were created, or when abolished by
~ majority vote of the City Council. No committee so appointed
shall have powers other than advisory to the City Councilor the
City Manager, except as otherwise provided for in the City Charter.
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8. Consideration of Zoning Matters.
The City Council shall consider matters referred by the P.lanning and Zoning
Commission only after the following steps have been taken.
8.1 Where the Planning and Zoning Commission recommends approval of
a proposed change in the zoning classification of property, the
City Secretary shall cause to be published at least fifteen (15)
days prior to said City Council consideration, notice of the
time and place of such hearing and cases to be heard in an offi-
cial paper of the City or in a paper of general circulation in
the city.
8.2 All property owners within 200 feet of the property to be rezoned
shall be notified in ,writing by depositing such notice, properly
addressed and posted, in the United states mail at least ten (10)
days prior to such hearing, stating the time and place of such
hearing (Article 10l1f, T.R.C.S.).
8.3
In the event twenty (20) percent or more of the owners of real
property within the area rezoned, or twenty (20) percent of the
owners of real property adjacent within 200 feet of said revision
protest against such change in the zoning in writing to the City
Council through the City Manager, provided said written petition
is filed with the City Secretary or City Manager by 12:00 o'clock
noon the Thursday prior to the Council meeting at which said zoning
matter is scheduled to be heard, such amendment shall not become
effective except by the favorable vote of three-fourths of all
members of the City Council (Article 10113, T.R.C.S.).
8.4 When the Planning and Zoning Commission recommends the disapproval
of a requested rezoning of property to the City Council, before the
City Council can reverse the recommendation of the Planning and Zon-
ing Commission the City Council must:
1. Set a special hearing.
2. Give notice as provided in Sections 8.1 and 8.2 of these
Rules of Procedure.
9. Cumulative Clause.
9.1 These City Council Rules of Procedure shall be cumulative of all
other City Council Rules of Procedure of the City of North Richland
Hills relating to the subject matter hereof, except where ordinances
or other rules are, or parts thereof are, in conflict with the pro-
visions of these rules, in which event such rules or parts of rules
so conflicting are hereby expressly repealed.
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10.
Effective Date.
10.1
The City' Council Rules of Procedure shall take effect and be in
full force and effect from and after the date of its passage by
the City Council of North Richland Hills.
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To see Maps with Agenda:
Please contact City
Secretary's Office /
Municipal Records