HomeMy WebLinkAboutOrdinance 5521 ORDINANCE N0,
ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF (&la.ndl aU1a Z,
AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES
IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT WITH
Worth (7onctrnnt;on Dr FOR THE CONSTRUCTION OF SAID
IMPROVEMENTS FULLY COMPLETED AND PERFORMED; DIRECTING THE ISSUANCE,
EXECUTION AND DELIVERY OF CERTIFICATES IN EVIDENCE OF SPECIAL ASSESS-
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, A10 BY FILING THE COMPLETE ORDINANCE IN APPROPRIATE ORDINANCE
RECORDS OF SAID CITY; A14D PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract
with Worth ('.onctriintinn n„ 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. Oakland Boulevard From Kenwood Court to Ederville Road,
known and designated as Unit No. 4,
Project No.094-23000-102
kEEREAS,-by sundry proceedings heretofore passed by the City Council of the
City of Fort Worth, Texas, including Ordinance No, �2A3_; a portion 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 Fort V"vorth, 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 No, 52s� , 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, THEREFORE,
BE IN ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH,
TEXAS, THAT.
Ie
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,
IIe
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:
Vnen 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.
PASSED A'TD A;?PROVED THIS _day of19(06 .
APPROVED AS TO FORM A.vTD I_.GALITY:
City Attorney
HQ
App Ha O N a 5i .9O O O z G7
O
ti o Irl 5 .
z ® oho ° 0
H Z .. f-i w o
SG) w a
H � o
� s
w �
� �0 �D N N hp7 h7 b 7J
N "A In O o 80co
Dia ro
M
w kh w kA mo
OD Vi co to N
OD
N
EA hP1 4fl E9 EA 4fl !�i
l..l 1N.7 N G� N A
O Z O lin l.A cn to
30
N N 07 �7 O
O 07 N N n 0
rn \0
tC71t O
n
ZH
O
4fl 49 40 40 4A 40 4A
W In
W
O - In Ute- N
In Vt e . h-i fn
O O OBD N fyJ1 fA
2�
cn
1 2
O
N
N �7 tO o �
O\ c[ni�
v z X7
A
EA G9 44
N N
O co W Z
r
411 4A fA
lNJ W
N
0
w
O
OD N N O
Oro co co Z
or
•�' W. N N n a
W C,
Oz t• OA
� oa x � 0
O� A 0 co
• p� G- x x OCD CD P�r
� A
p N r Qm ca
o c+.
Na ' N0
a � o
m
n
� r
CD
pq
z
F, c m
- O •rlrr
M
e O
0 O 0 mcz) z
HH� O
NmC') mN
�O Q,'p• W
vi 0 trl .m.
O O O 0 r
m'Oi7 1
N
cn
per. O O ~O. p'+1 C L7
Srrtvt �� 1; C
9 ym
--- - � ��Mn O Cr"'
to`rl O
;. oz l!"
HW:
S 00 OO A' N H
�C E
Z
M
10`o N P r v,vi vt vi
a0.00 000 000
c' d m
Rog m. j; R.
m :' e H
�o Zinn w0 o 0
b K
ii(7 m per, O K
0
.9
� 77 �yG7
�• �N F� N 0�I- S
�, � W OA ,~1 x
(e7 A n 41
W W W
w w W n ¢ v�
h' N W
O . vs F iv a\
0HW 0HF'W
mC W0Da OQ = W'00 O
10 Oiz-PI- 0008 0
000 0000 0000
H
0 PI
P.� ry 4--
-
m
a
S o 0 0 m
cn o w PV 1-
P CD
�.7
o .
OD
ro
CD N c
opo m ' H
kA
a
N
O m N o W N
ci- cu Vs
o r' "
V
P. x• �,m Q
PS K
m � � o•
a
° � r
xct' �
v Q
Q
R. H
H
H
Q
� I
\ N
o O O
iVt
n °
y, Z n rn
--
go
W N C]
O N ?G)(C QO H
IV FA
O 'r1 R7 [rte Fj
�
C/)
v: zor b c dy
z
W ON ON
tN tN+ 0
to t ,ti .Z7
COL
vi vi vi to v,
�� f-'N Fl "~'1
_ �1
Lo
cojw R§N yvevt
K N C:, 5yy7
la W W m Orn �N O.
lWi� W W• �� ~ (DN y
a4 `�' �• �
W �iW �`NI-jW N - N - — m _ Q'
W�p ��w� O�-�.7N W� 00 - P. R1H
Ot~nv�i0 ) 'ZO O ��pN .fie W LL O
Q a`IF �o O� O O�F • •
�p}-+ 10\0 KO
O O
0 0 o a o
o g S . m P.
En
K
0
O
o 0
OD
0:) co CC) • o
Fl ri7 z
~ ~ 0 n
N N O H
H
N F-�
Fho W N F- W}C
CD 0
Mi~v 7C Ddn O -V
p O (D
C]W ,"f� pWh%7
c Ea
�
ED
P. �0 ct-
q
m N• P m P. c+
fi (`DD K o.
V
n
[CF r
� -�� C, s
o :0 N)
Co
F. Ft
� g
� o
� H
O
z
M
W o 0 o rMn� 2
d
�h7WX � ►��i � �
� Xo�'• rz d p
t�v Y :ngo
Cr1 m
0 m m I
N
• C M
N
O
tv
o o
0 O
z
N coo I- Fl
000 000 Cdr,
CD 'o8 M�
Cpj any • QC] N
K : d CJ .lyj O
no,
y
C x
w Wel � C
W C
W m M
VNt W �~� �p4 pp 4
°, vC)' N
°o 080000 � z
•0 H
0000
N x
H a.
0 W a
7 o Vi o
o N p to o
o �G
. o
o
€ zcli —
0D _ ODco
I .b
0\ W
a 1
w u'
FN 0] • O F�
yy
00 N.p, 0 ~ c�
0 o p�0 0 IV N
o c+
K pp� zY
F' W O Ca
P3 0
b
P.
4
m • a pa p
0 R p
S C�
H pp O
0
P;r Fl
IV OJ N N 0t g� L.
F
P.
G CD
CD
C- o
H
z
a M
f- z
;' O rn o •,��bbrrc�
o :o M0 z
0 y 0 m
z z7
H�mM `,
v,
HQQC)to ol
1V _ O NO 0 'i'1.9 •.
ro [r7 tr1
w
a
V► o" rn m
"oZD C)Q+1 Ch
10
p CQ �HZ p03CA
f�rl z�
H
ViifAn b �
F. to r
o ~O 0 �.�dj �-1�7m0
2
N�N 000 ��� rnrn� 1-4
y
O`0`0` O O O
co, OO H
N ON 0
m .0., m e
nOQL
v W" (J 0
W Vy CGyJ7�7 W y �y CD Pl�'
.o77 'W0COWw
o m
OPi.
-y1� 000 Cm m� 00 a
,~�
r'
o - • •
vt
x
m
o
U) 0
g
S g 0 N �
(n 0 O
col P�'
Cf H
0 F]
O z C)
N N N N pl Z
�p p7 01 O]
1 1 1 1 Fd
>
o Oo CyrJ H
N d N w '7 iu 0 C Cti W D W p
ON OFi NO O <
CD • 0Oco 0 go
cC+ ci-
a v
Fi to d M
0 M
fi
Q P tc: x R x O r0
cF
Fl
t7 O
1-3
� O
Fyi FFj H F- Or
o W W H W
c+ CF cam+
cn
A.
m p0
' o y
� � z
z
z
o mzo � z
~ ~ 0 HH O rn
•o .o CC. o Qo r :0N e Fl�zic� c�n m N
v,10 w 0 --Qn.
'v
N a
10
FN-' FN-+ ^ p�
� z
Fl
H
-Q G i b r
,p �
,�
rn ol o oa Fn v,
z
H
000 _ Ooo o_O_O_
F'F-'F.,., n
0 �d Cl
IE IE
N W Q a .Q N
bFi Q 00
y F�
Fv C 0 �p
Id
Z,-) N C7 w
4 NJ 6, N N iJ C O� O
FOi X03 ��� C]�� p� H
WW - W p,
W _ F b
W o
iV Ol ,may
� N� �o . N LYS O O
OtNN 8000 FS
F-1 N o1 000
W �
x
CD
o
O O O _ (n Q
fs1
8 CPI m�
0 a:F'
N N H Z
co
t�)0 m bN Z
N
0. O 0 `a
%O F 0 O
•� �'
y 7D cF
N
tr tTj(
C
• o
N I
H O
T
Iv P)
cam+• to
(n C.
CD n G •r
d
' I
F A
0 p7 b
rn � O
o
o O H n to
cn
taj
N fA
G} W "�go. `.;M V
� a
rn _ F HH0cnnminm �
Ol, Zn
0 .� ..
m q
N
10 0
rn
�1 Ny C
rn O 0 t7P cyn
In hi
H
0ZQ
0 o 'Iri 88 $aFl
r
N • p trf
CNOl� 00 H
00 p
M
C+ n� (D t
tf y n H
y M
�rn o
SOil\f-,) 0
�W C]� ~ n
OS n� is
y y
W W H N 0
10
W W •O c
lA
W p
oy a
2 ��I��IWWWII----+��
NNWVt O Nom= '� lD Z4
mloa m C�L O\.n vi 0
�d y
O O Or)
0 S O
O 0 � R
i
C
N
� n
H yy
N N
� ca
� n
o `r
O�
p Cf- O
rL wFl
fr7
N
O
--------------
cl
03
tj
� ¢ N
O
C]
y
W
H
N
H
hl�3
g
0
H
f-t
z
N
o
n
� � w
� N to►� H W
. 10 ol
N gM
N �R1 �• N
ci' 1
n n
. g � ry
O - 00 `j
rn o [ �Ln0 o r,
Q` 00 01yH�x1
O (ArnN
2
000000 `3 -
0 0 0 i
N (D n
m f
C]CJ N A7
07
n�N 4 C)H o
Ca
•tel 01 H Q O �`
N) O N :0 p8 m ¢
OQ00w0000 0 0 a
CD
7cn��
MLo
Po
CD a
i9r. I`cC v�:�cm
City of Fort Worth, Texas
Mayor and Council Communie'atiM csa
DATE REFERENCE suBJECT3Final Payment, Miller-Oakland Blvd PAGE
NUMBER Unit 3, Widening & Paving, Project No.
2/7/66 FP-311 094-23000-102 1 o
Final Council action on the project described below is requested.`
Proiect Description
Name: Miller-Oakland Boulevard Widening and Paving, Unit No. III
Contractor: Worth Construction Company
Contract Awarded: November 2, 1964 (M&C C-392)
Work Order Issued: March 24, 1965
Work Order Effective: April 1, 1965
Date of Final Inspection and Approval: September 20, 1965
Working Time Bid: 90 Working Days
Working Time Used% 89 Working Days
Project Cost and Financing
Bid Price: $107,322.69
Final Contract Cost: $114,871.85
Partial Payments Previously Made: Six Amount: $99,676.97
Final Payment Due: $15,194.88
Payment to be Made From Project Number: 094-23000-102
Deviation from Bid Price: $7,549.16 Over-run for the following
reasons:
1) More utility adjustments were required during
construction than originally estimated in
contract specifications. + $2,119.43
2) Because the sub-grade was found to be un-
satisfactory, lime was added to the cushion
material and upper portion of the sub-
grade. + 1,848.85
3) Variations between quantities estimated in
the contract specifications and quantities
measured and used at the job site account
for the remaining over-run. + 3,580.88
Total Over-run $7,549.16
Compliance With Specifications
Attached is a tabulation of paving test cores showing compliance
with specifications within construction tolerances on the
Miller-Oakland Boulevard widening and paving.
During testing on this project, 43 corings were made of the
concrete surface and 50 corings were made on the gravel cushion
with the following results:
Krrn^'T71
�
DATE REFERENCE SUBJECTS''inal Payment, Miller-Oakland Blvd PAGE
NUMBER 2,ZUnit 3, Widening & Paving, Project No,2/7/66FP' 094-23000=102 2 or
Exceeds Evan With Under. Specs. But Below
Paving Specs. Specs. Within Tolerance Tolerance
Surface 38 4 0 0
Base 46 0 4 0
On this entire project, the average .thickness of the cushion
gravel base is 5.92 inches as compared to 4.0 inches specified
and the concrete surface is 7.4$ inches as compared to 7.0
inches specified.
Tests made during construction of sub-grade, base and pavement
show that the materials used were in compliance with specifica-
tions.
Recommendations
It is recommended that the project be accepted by adoption of
an ordinance and that final payment of $15,194.88 be authorized
to Worth Construction Company.
JLB:mm
SUBMITTED BY: OISPOSITIO Y COUNCIL: P E`�I l�L/
APPR����OEl tt-- OTHER (DESCRIBE)
CI SECRET Y
DATE
2MANAGER /� //
{, PAGE NO. 1 OF 3
TABULATION OF
PAYING THICKNESS
FOR
MILLER-OAKLAND BOULEVARD WIDENING AND PAVING, UNIT NO. 3
PROJECT NO. 09 -2 000-102
Type of Pavement 7.0" CONCRETE AND 4,01+ GRAVEL CUSHION
Within Construction Tolerance.
SPECIFICATION
CO
I
MILLER-OAKLAND BOULEVARD, Unit No. 3 from Kenwood Court to S/W LAB. n. - "
Ederville Road
Station 55 '50, Center of Ederville-Oakland Crossover 12510 6.9"* .3.811#
Station 58+90, Oakland Blvd., Widening at Intersection with
Crestview 12510 7.4" 8.5"
Station 82+50, Meadowbrook Widening, South side of Street
190' 'West of Oakland Blvd. 12510 8.2 3.0`**
Station 57+75, 'Liddle Fast Lane of Oakland Blvd. 12510 7.5." 2.5!'#*
Station 52+60, ,Pieadowbrook-Oakland Intersection, SE Corner 12510 8.0" 6.0"
Station 52+60, Meadowbrook-Oakland Intersection; NW Corner 12510 7.811" 3.0°** F-
Station86+20, N. Lane of Meadowbrook, 80' East of East
Curb line of Oakland Blvd. 12516 7.1" 5.0�
Station 87+80, North East Widening of 'rieadowbrook 12510' 8.2" 5.5"
Station 55+00, Middle East Lane of Oakland Blvd. 12510 7.5" 4.8"
Station 87+80, South East Widening of Meadowbrook 12510 8.7" 5-.01'
SURFACE CORES
ONLY
i
West Lane., Station 57+12, Center Line. 12382` 7.6"
West Lane, Station 55112, East Quarter. 12382 7.6"
West Lane, Station 54+12--'vilest Quarter. 12382 7.4"
'dost Lan„ Station 52+82, Center Line. 12382 7.5"
West Lane, Station 52+00, Fast Quarter. 12382 7.4"
West Lane, Station 50-x50, West Quarter, 12382 7.2"
West'Lane, Station 49+00, Center Line. 12382 7.0"
West Lane, Station 47+50, Fast Quarter. 12382 7.6"
West Lane,.Station 46+00, Center. Line., 12382 7.4" "
West Lane, Station 44+50, West Quarter. , 12382 7.2"
West Lane, Station 43+00, Center Line. ryr 9 q� 7 p 12382 7.4"
West lane, Station 41+90, Fast Quarter, t.��� � E"d�'°'r 12382 _ 7.0"
East Lane, Station 41+90, Center Line. Y Cr �;Fr' 12382 8.0"
Iast Lane, Station 43+20, ''Jest Quarter. My �-� r 12382 7.4"
East Lane, Station 44+36, Center Line. n 12382 7.9"
East Lane, Station 46+36,,East Quarter. FT. �U�+�1j+. 12382 7.2"
East Lane, Station 47+86, Center Line. 12382 7.5"
East Lane, Station 49+36, i•Test Quarter. 12382 7.3"
East Lane, Station 50+86, Center Line. 12382
East Lane, Station 51+86, Fast Quarter. .12382 7.5"
East Lane, Station 52+65, Center Line. 12382 7.6"
East Lane, Station 54+16, West Quarter. 12382 7.3"
East Lane, Station 55+65, Center Line. 12382 7.2"
East Lane, Station 56+95, East Quarter. 12382, 7.2
A deficiency in the base material was corlpensated for by
an extra thickness' over specifications of surface r,ia,terial.
L PAGE'NO. 2
TABULATION OF
PAVING THICKNESS
FOR
P.ILLER-OAKLAND 3OULEVARD WIDENING AND PAVING UNIT NO 3
PROJECT N0. 094-2 000-102
Type of Pavement 7.0° CONCRETE AND 4.0,1 GRAVEL CUSHION
Within Construction Tolerance
SPECIFICATION
12ORE 0
MILLER-OAKLAND BOULEVARD Unit No 3 from Kenwood Court to S La. 011 1,
Ederville Road
Station 42+00, West Lane Eiddle Section. 12434 7.4"
Station 43+50, East Lane Middle Section. 12434 7.6"
Station 45+00, West Lane PIiddle Section. 12434 7.1°
Station 46+50, East Lane Puddle Section. 12434 7.5"
Station 48+00, West-Lane Puddle Section. 12434 7.0°
Station 49+50, East Lane 1�'Iiddle Section. 12434 7.8"
Station 51+00, West Lane Yiddle Section, 12434 7.0"
Station .53+50, West Lane Middle Section. 12434 7.6',
Station 55+50', West Lane Ididdle Section. 12434 7.6',
BASE CORES ONLY
West Lane, Station 52+00, East Quarter. 12382A 6.3„
East.Lane, Station 44+86, Center Line. 12382A 6.01'
East Lane, Station 46+36, East Quarter. 12382A 5.5"
East Lane, Station 47+86, Center.Line. 12382A 5.5'x .
East. Lane, Station 49-36, West Quarter. 12382A 6.311
East Lane, Station 51+36, East:Quarter. 12382A 5.511
East Lane, Station 52+65, Center Line. 123'82A 5.0"
East Lane, Station 54+16, _West Quarter. 12382A 5.0"
East Lane, Station 55+65, Center Linea 12382A 5.5"
Station 42+00, West Lane Muddle Section. ttr�+yy _ri . 72434A 6.0"
Station 43+50, East Lane Middle Section. QfT�l�I�� �'"�''`� 12434A 5.5'
Station 45+00 'udest Lane I-.iddle. Section. i1��� � 12434A 5.5"
Station 46+50, East Lane Aiiddle Section. CITI 0 12434A 6.0°
Station 48+00, West Lane Fiddle Section. T Ni,� -•,1 12434A 5.5"
Station 49+50,. East Lane Middle Section: FT. rg°�i'��
12434A 6 xi,
Station 51+00, West Lane'Iaddle Sec ion. 12434A 6.511,
Station 53+50, West, Lane Puddle Section. 12434A 5.3"
Station 55+50, West Lane.Hiddle Section. 12434A 6.0"
Station 49+50 on Center Line, West Lane. CITY LAB.
65cE-1zs2 6,511
Station 49+00 left of Cer_ter Line, West Lane. 65CE-1283 6.3"
Station 48+00 right of Center Line, West Lane. 65CE-1284 6.811.
Station 47+50 on Center Line, west Lane. 65CE-1285 6.6"
Station 47+00 left of Center Line, West Lane. 65CE-1236 6.5"
Station 46+00 right of Center Line, blest Lane. 65CE-1287 6.5"
Station 43+50 left of Center Line, East Lane. 65CE-1288 U,Sn
1 PAGE NO. 3
TABUI Af TION OF
RAVING THICISIv'ZdSS
FOR
PTT .1.. -0A7STAN' I30ULE,VAEC AAIDEA<T G AND PAVIl`,'G, V�!T NO 3
PROJECT NOS •094-23000-102
Type of Pavement 7.0" CONCRETE A?-,'D �.0" GRATEL�CUSHTCN
-- — - --- SPECIFICATION
C ORE N0. MSE
TILLER-OAKLAND BOULFVARD Unit No. 3 from Kenwood Court to 7.0." 4,0"
Ederville Road
i
Station 51+20,on Center Line, East Lane. A 65CE-1239 6.8"
Station 51+20 right of Center Line; East Lane. G 6;CS-1290 6.5-"
Station 52+14 left of Center Line, 'East Lane. 65Cr-1291 6.5"
Station 53+50 on Center Line, Fast Lane, 65,8-1292 6.5"
Station 56+00 left-of Center Line, East Lane. ,5CE-129.3 6.5"
Station 56+00 right of Center Line, East Lane, n 650E-1294 6.8"
Station 50-;-00 left of Center Line, Wiest Center Lane, 65CE-1295 6.8"
Station 50+00 on.Center Line, West Center Lane, 65CE-1296 6.8"
Station 50+00 right of Center Line, '-,Test Center Lane, c5CE-1297 6.5"
Station 42+60 left of Center Line, Best Center Lance. i 6;C 9$ 6.S" -
Station 42+60 right of Center Lane, ',lest Center Lane, 65CE-1299 6.5"
Station 50+00 left of Center Line; Fist Ce.-iter _anc. 55-,S-1300 6.5"
Station 50+00 right of Center Line, L,asc ('enter Lane, 7.0"
Station 43+00 left cf Center Line, Fa_t Ccntes° Lane. 655_1302 6;8"
Station 43+00 right of Center Lina, est Center La-ne, 6?CE-1303 7.011
f
7' ' - a�
FT. v
{