HomeMy WebLinkAboutOrdinance 5441 ORDINANCE NO.
ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF LIVINGSTON AVE.
AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES
IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT 4,ITH S.R.O.
ASPHALT, INC., ARLINGTON, TEXAS FOR THE CONSTRUCTION OF SAID
IMPROVEMENTS FULLY COMPLETED AND PERFORMED; DIRECTING THE ISSUANCE,
EXECUTION AND DELIVERY OF CERTIFICATES IN EVIDENCE OF SPECIAL A33ESS-
MENTS LEVIED AFTER GIVING EFFECT TO SUNDRY CREDITS HEREIN AUTHORIZED
AND ALLOWED AGAINST SOME OF SAID ASSESSMENTS, DIRECTING THE CITY
SECRETARY TO ENGROSS AND ENROLL THIS ORDINANCE BY COPYING THE CAP-
TION OF SAME IN THE MINUTE BOOK OF THE CITY COUNCIL OF FORT WORTH,
TEXAS, AND BY FILING THE COMPLETE ORDINANCE IN APPROPRIATE ORDINANCE
RECORDS OF SAID CITY; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract
with S.R.Q. Asphalt. Inc.. Arlington. Texas for the making and construction of certain
street improvements on the hereinafter described portions of streets, avenues and public
places in said City, to—wit:
1. Livingston Avenue' From Ripy Street to Biddison Street,
known and designated as Unit No. 1, a
6 inch hot-mix asphaltic concrete
surface on a 30 foot roadway.
2. McCart Street: From the south property line of Lot 6,
Block 68, Seminary Hill Addition to
Boyce Street, known and designated as
Unit No. 2, a 71 inch hot-mix asphaltic
concrete surface on a 40 foot roadway.
3. McCart Street: From Boyce Street to Spurgeon Street,
known and designated as Unit No. 3, a
72 inch hot-mix asphaltic concrete
surface on a 40 foot roadway.
4. McCart Street: From Spurgeon Street to Bilglade Avenue,
known and designated as Unit No. 4, a
72 inch hot-mix asphaltic concrete surface
on a 40 foot roadway.
5. McCart Street: From Bilglade Avenue to Martin Lydon
Street, known and designated as Unit No. 5,
a 72 inch hot-mix asphaltic concrete surface
on a 40 foot roadway.
6. McCart Street: From Martin Lydon Street to Yates Street,
known and designated as Unit No. 6, a 72
inch hot-mix asphaltic concrete surface
on a 40 foot roadway.
7. McCart Streets From Yates Street to Covert Street, known
and designated as Unit No. 7, a 72 inch
hot-mix asphaltic concrete surface on a
40 foot roadway.
8. Devitt Street: From Bryan Street to Stuart Street,
known and designated as Unit No. 3, a
6 inch hot-mix asphaltic concrete surface
on a forty foot roadway.
9. Devitt Street: From Stuart Street to South Jones Street,
known and designated as Unit No. 9, a 6
inch hot-mix asphaltic concrete surface
on a 40 foot roadway.
10. Devitt Street: From South Jones Street to South Grove
Street, known and designated as Unit No.
10, a 6 inch hot-mix asphaltic concrete
surface on a 40 foot roadway.
11. South Jones Street: From Devitt Street to Shaw Street, known
and designated as Unit No. 11, a 6 inch
hot-mix asphaltic concrete surface on a
40 foot roadway.
12. South Jones Street: From Shaw Street to Bewick Street, known
and designated as Unit Ho. 12, a 6 inch
hot-mix asphaltic concrete surface on a
40 foot roadway.
13. South Jones Street: From Bewick Street to Biddison Street,
known and designated as Unit No. 13, a
6 inch hot-mix asphaltic concrete surface
on a 40 foot roadway.
14. Stuart Street: From Biddison Street to Bewick Street,
known and designated as Unit No. 14, a
6 inch hot-mix asphaltic concrete surface
on a 30 foot roadway.
15. Fogg Street: From May Street to St. Louis Street,
known and designated as Unit No. 15, a
6 inch hot-mix asphaltic concrete surface
on a 30 foot roadway.
16. Fogg Street: From St. Louis Street to Bryan Street,
known and designated as Unit NQ. 16, a
6 inch hot-mix asphaltic concrete surface
on a 30 foot roadway.
17. Fogg Street: From Bryan Street to Jones Street, known
and designated as Unit No. 17, a 6 inch
hot-mix asphaltic concrete surface on a
30 foot roadway.
18. Fogg Street: From Jones Street to North-South
Freeway, known and designated as Unit No. 18,
a 6 inch hot-mix asphaltic concrete surface
on a 30 foot roadway.
19. Fairpark Boulevard: From Prince Street to Eugene Avenue, known
and designated as Unit No. 19, a 6 inch
hot-mix asphaltic concrete surface on a
36 foot roadway.
20. Fairpark Boulevard: From Eugene Avenue to Hathcox Avenue, known
and designated as Unit No. 20, a 6 inch
hot-mix asphaltic concrete surface on a
36 foot roadway.
21. Fairpark Boulevard: From Hathcox Avenue to Amspoker Avenue,
known and designated as Unit No. 21, a
6 inch hot-mix asphaltic concrete surface
on a 36 foot roadway.
22. Fairpark Boulevard: From Amspoker Avenue to Debbie Street,
known and designated-as Unit No. 22, a
6 inch hot-mix asphaltic concrete surface
on a 36 foot roadway.
23. Fairpark Boulevard: From Debbie Street to Blalock Avenue,
known and designated as Unit No. 23, a
6 inch �isphaltic hot-mix concrete surface
on a 36 ;foot roadway.
24. Fairpark Boulevard: From Blalock Avenue to Blodgett Avenue,
known and designated as Unit No. 24, a
6 inch hot-mix asphaltic concrete surface
on a 36 foot roadway.
25. Debbie Street: From Fairpark Boulevard to the east property
line of Lot 38, Block 14, Fairview Heights
Addition, known and designated as Unit No.
25, a 6 inch hot-mix asphaltic concrete
surface on a 30 foot roadway.
26. Amspoker Avenue- From Fairpark Boulevard to the east property
line of Lot 38, Block 13, Fairview Heights
Addition, known and designated as Unit No.
26, a 6 inch hot-mix asphaltic concrete
surface on a 30 foot roadway.
WHEREAS, by sundry proceedings heretofore passed �b the City Council of the
City of Fort Worth, Texas, including Ordinance No,9.5234 &, �a 1ortion of the cost of
said improvements was levied and assessed against the respective properties abutting
on each of the above described portions of streets, avenues and public places and against
the real and true owners thereof; and,
WHEREAS, the City Council of the City of FortV4orth, Texas, has, upon review,
found and determined that, in some instances, in order to effect substantial ,justice
and equality, it is desirable and necessary to grant and issue certain credits against
some one or more of the assessments levied by Ordinance Ncr, 5234 & 5261 , and
WHEREAS, the street improvements hereinabove mentioned have been completed
upon each of the portions of streets, avenues and public places hereinabove described,
and have been inspected and found to be in complete accordance with the contract therefor;
NOW, TIIE&FORE,
BE IN ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH,
TEXAS, THAT.
xe
The improvements on each of the portions of streets, avenues and public
places hereinabove described be, and they are hereby, accepted; and the contract with
reference thereto be, and it is hereby, found and declared fully completed and performed,
II,
The Mayor, be, and he is hereby, directed to issue and execute in the name
of the City, certificates in evidence of the special assessments levied against abutting
property and the owner thereof for such improvements, and the City Secretary is directed
to attest same and impress thereon the corporate seal of the City, all in accordance with
the proceedings relating to such improvements and assessments, The certificates shall be
numbered, shall describe the property against which the assessment has been levied, shall,
where known, state the name or names of the true owners of the respective parcels of pro-
perty assessed andshall be issued in an amount equal to the difference between the
principal amount of the assessment and the amounts of any credit issued thereon. The
numbers of the certificates, with the property descriptions to be shown on the respective
certificates, together with the names of the owners of said property, the principal amount
of the assessment, the respective credits, if any which are hereby authorized, granted and
allowed against the principal amount of some one or more of the assessments heretofore
levied, and the principal amount for which each certificate is to be issued after giving
effect to such credit, if any, are hereby enumerated and itemized as follows:
ilk.
When each of the certificates has been duly executed as hereinabove provid-
ed, same shall be delivered to the Tax Assessor-Collector as part payment of the contract
price.
IV.
The City Secretary is hereby directed to engross and enroll this ordinance
by copying the caption of same in the Minute Book of the City Council of Fort Worth, Texas,
and by filing the complete ordinance in the appropriate Ordinance Records of said City.
V.
This ordinance shall take effect and be in full force and effect from and
after the date of its passage. p
PASSED AND APPROVED THIS day of
APPROVED AS TO FORM A0 LEGALITY:
City Attorney
City of Fort Worth, Texas
'0
Mayor and Council Communication
DATE REFERENCE suwact Final Payment, Assessment Paving PAGE
NUMBER FP-251 at 26 Locations on the South Side, I of 3
2 1 ULU— Z1L9Jtct_ Q97-_24qqO-122
Final Council action on the project described below is requested:
Project DescriRtion
Name; Assessment Paving at 26 Locations on the South Side
Contractor: S.R.O. Asphalt, Inc.
Contract Awarded: August 1,0, 1964 (MC 0-339)
Date of Final Inspection and Approval: July 31, 1965
Working Time Bid: 163 Working Days
WoTk 1pg Time Used: 97 Working Days
Project gest and Financing,
Bid Price: $201,756.35
Final contract cost: $215,615.ZO
Partial Payments Previously Made: 5 Amount: $193,551,,62
Final Payment Due-, $22,063.64
Parient to be made from Project No.: 097-24000-122
Deviation from Bid Price.- $13,858.91 overrun because of the following:
1) During excavation on eight of the units,, seepage
was encountered which would have been detrimental
to the subgrade. In order to correct this con-
dition, it was necessary to construct subdrains . + $14,115.50
2) Based on soil constants of the subgrade obtained
from test holes during plan preparation, it was
estimated that lime stabilization of the subgrade
would be necessary on about 50 per cent of this
project; however, during construction, it was
Bete fined that about 87 per cent of the project
required lime stabilization. + 9,960.72
3) During construction, not as many utility adjust-
ments were required as originally estimated. - 7,842.13
4) Variation between estimated and measured
quantities account for the reamining difference
between contract price and contract cost. - 24,375-18
Total Overrun $13,858.911J�
C.oggliance with §2,ecifications
Attached is a tabulation of paving test cores on twenty units of a, inch
travel base and 6-inch hot-mix asphaltic concrete type pavemien't showing
compliance with specifications within construction tolerances.
DATE REFERENCE SUBJECT; Final Payment, Assessment Pavi,n PAGE
9/13/65 NUMBER PP-251 at 26 Locations on the Soutb Side, of
._Proiect
During testing on these units, 87 original corings were wide with the
following results :
Exceeds Even With Under Specs But Below
gaving, Si>ecs. S]2ers. 'Within Tolerance Tolerance
Surface 54 20 13 0
Base 80 7 0 0
The 87 pavement cores averaged 6.11 inches as compared witti 6.0
inches specified and the 87 base cores averaged 4.56 inches as
compared to 4.0 inches specified. Tests de during construction
of sub-base, base and pavement show that the material used was in
compliance with specifications.
Also attached is a tabulation of paving test cores of 6 inch lime
treated subgrade and 7.5 inch hot-mix asphaltic concrete type Pavement
during and after construction on the six units on cCart Street.
Units 2, and 3 showed compliance with specifications within, construc-
tion tolerances. Units 4, 5, 6 and 7 showed marginal compliance to
depth requirements. Based on additional cores taken, areas Where
the hot-mix asphaltic concrete pavement was found deficient in excess
of one-half inch thickness were overlaid with hot-mix asphaltic
concrete to acceptable thickness as shown, on the core tabulations.
During testing on these units on Mr-Cart Street, 35 original corings
were made with the following results:
Exceeds Even With Under Specs But Below
layL=4 Specs. Specs. Within Tolerance Tolerance
Surface 13 3 11 8
The 35 pavement cores averaged 7.39 inches as cDsTpared with 7.5 inches
specified. Areas on Units 4, 5, 6 and 7 which showed marginal compliance
were overlaid with additional hot-mix asphaltic concrete in order to
comply with an acceptable thickness.
The base material on Mc Cart Street is 6 inch limed sub-grade over uihioh
7.5 inches of hot-mix asphaltic concrete was applied. It was not pos-
sible to make corings by wet drilling method after construction. The
sub-grade depths were measured during construction and found to be in
compliance with specifications.
Mc2Mendati2ns
It is recommended:
1) That a Bond Fund Transfer of $3,375.65 be approved from Project
No. 097-24000-901, Assessment Paving-Unspecified, to Project
No. 097-24000-122, Assessment Paving at 26 Locations on the
South Side to provide additional. funds necessary to make final
payment for the project.
............. ...........
DATE RtFEBENCE SUBJECT; Fir�41 Payment, Assessment Paving PAGE
N M ER
9/13/65 FP-251 at 26 Ucations on the South S eo of
2) That the project be accepted y adoption of an ordinance And that
final payment of $22,063.64 be authorized to S.R.O. Asphalt,
nB:1p
SUBMITTED BY: DISPOSIT ON BY COUNCIL; PROCESSED BY
APPROVED L"D OTHER (DESCRIBE)
CITY S ETARY
DATE
/TY MANAGER