HomeMy WebLinkAboutOrdinance 5745 r
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ORDINANCE NO. /
ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF DAGGETT AVENUE
AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES
IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT WITH
it. .o. GIr LIS S, II�C. FOR THE CONSTRUCTION OF SAID
IMPROVEMENTS FULLY COMPLETED AND PERFORMED; DIRECTING THE ISSUANCE,
EXECUTION AND DELIVERY OF CERTIFICATES IN EVIDENCE OF SPECIAL
ASSESSMENTS 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 CAPTION OF SAME IN THE MINUTE BOOK OF THE CITY COUNCIL OF
FORT WORTH, TEXAS, AND BY FILING THE COMPLETE ORDINANCE IN APPRO-
PRIATE ORDINANCE RECORDS OF SAID CITY; AND PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract
with R. wJ. jIB&,INS, IWC. 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. DAGGETT AVENUE: From Williams Street to New York Ave., known
and designated as Unit 19 Project No. 104-
24000-150.
2. WILLIAMS STREET: From Stella Street to Broadway Ave. , known
and designated as Unit 21 Project no. 104-
24000-150.
3. WILLIAMS STREET: From Broadway Ave. to Daggett Ave. , known
and designated as Unit 3, Project No. 104-
24000-150.
4. �iEST RICHMOND AVE. : beleted- 8-15-66, M&C C-980
5. EAST RIC11MGND AVE. s From Riverside Dr. to rtenner Ave. , known
and designated as Unit 5, Project No. 104-
24000-150.
6. RENNER AVE. : From E. Richmond Ave. to Riverside Dr. ,
known and designated as Unit 6, Project
No. 104-24000-150.
7. MCCURDY STREET: From E. Richmond Ave. to Elm� ood Ave. ,
known and designated as Unit 61 �'roject
No. 104-24000-150.
8. MCCURDY STREET: From Elmwood Ave. to 95' North, known and
designated as Unit 8, Project no. 104-24000-
150.
9. EAST RICHMOND E: From McCurdy Street to Uvalde Street, known
and designated as Unit 91 Project No. 104-
24000-150.
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10. EAST RICHMOND AVE. : From Uvalde Street to Jessie Street, known
and designated as Unit 10, Project 104-
24000-150.
11. WISSISSIFPI AVE. : From Baker Street to Glen Garden Dr. , known
and aesignated as Unit 112 Project No. 104-
24000-150.
12. BRYAN STREET: From Berry Street to 380' North, known
and designated as Unit 12, Project No. 104-
24000-150.
WHEREAS, by sundry proceedings heretofore passed by the City Council of the
City of Fort Worth, Texas, including Ordinance No. 5630 , 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 Worth, 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. 5630 , 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 IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH,
TEXAS, THAT:
I.
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 and shall 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:
When each of the certi£iactes has been duly executed as hereinabove provided,
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 AND APPROVED THIS 1�9 K�U day of
APPROVED AS TO FORM AND LEGALITY:
City Attorney
ENGINEER'S FINAL. ASSESSMENT ROLL
PAVING OF DAGGETT AVENUE
FROM WILLIAMS
TO SETT
UNIT No. y OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30 Feet
TYPE OF IMPROVEMENT: An S.Zd.l rwTTR A 71' C.Tmg ANn 2' Gutter
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 6,870.06
10 PER CENT ENGINEERING $ 687.01
TOTAL CONTRACT $ 7,557.07
CURB AND GUTTER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 578.0 $ 1.283.16 $ 569.43 $ 713.73
TOTAL FOR CURB AND GUTTER 2.22 578.0 $ 1,283.16 $ 569.43 $ 713.73
PAVEMENT: I i
RESIDENTIAL $ $ $
COMMERCIAL 4.48 578.0 $ 2,589.44 $ -0- $ 2,589.44
TOTAL FOR PAVEMENT 4.48 578.0 $ 2,889.44 $ -0- $ 29589.44
TOTAL ASSESSED $ 6.70 $ 3,872.60 $ 569.43 $ 3,303.17
CITY'S PORTION $ 4,253.90
UNIT No. 1 OF 12
ENGINEER'S FINAL ASSESSMENT ROIL PAGE No. 2 OF 3
CONTRACTORe R. W. GIBBINS, INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTION: DAGGETT AVENUE:
FROM: WILLIAMS STREET
TO: NEW YORK
DESCRIPTION CF PROPERTY ASS MENT- PER FWT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTSFER.LINEAR
URB. PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OFAND OWNER'S CREDITS OF
FEET CB. B GVI'.PERTTER COST ASSESSMENT
FRONT' FOOT BEFORE
S 4.48 FOOT CREDITS
$ 2.22 s 6.70
Keeton Ind. , Inc. J. L. 92 412.16 204.24 616.40 92'Crb. Only @ 1.11 - 102.12 514.28
912 E. Vickery 4 4 Williams
• Keeton Ind. ,
912 E. Vickery 5 4 to 46 206.08 102.12 308.20 36'Crb. Only @ 1.11 - 39.96 248.24
,P
Keeton Ind. , Inc.
912 E. Vickery 8 4 to 46 206.08 102.12 308.20 46'Crb. Only @ 1.11 = 51.06 257.1A
Jessie James Thompso
& Connie Thompson
114 New York 4 1 Union Dep t 105 470.40 233.10 703.50 76'Crb. Only @ 1.11 84.36 619.14
Mrs. Estelle Kush 5 1 " 105 470.40 233.10 703.50 105'Crb. Only @ 1.11 116.55 586.95
1403 Joplin
Henderson Electric
Co. , Inc.
962 E. Daggett 6 3 J. L. 46 206.08 102.12 308.20 46'Crb. Only @ 1.11 = 51.06 257.14
Williams
UNIT No. 1 OF 12
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 CF 3
CONTRACTORe R. W. GIBBINS, INC. CONTRACT DATE& July 25, 1966 UNIT DESCRIPTION& DAGGETT AVENUE:
FROM: WILLIAMS
TO: NEW YORK
DESMIPTION CF PROPERTY ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB Ir PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT ER LINEAR BEFORE
S 4.48 FOOT CREDITS
$ 2.22 S 6.70
J. C. Henderson N.k 3 J. L. 46 206.08 102.12 308.20 20'Crb. Only @ 1.11 = 22.50 286.00
1020 E. Cannon of 5 Williams
Investors Savings 1 3 of 92 412.16 204.24 616.40 92'Crb. Only @ 1.11 - 102.12 514.28
Assn.
P. 0. Box 8568
Dallas, Texas
578.0 2,589.44 1,283.16 3,872.60 569.43 3,303.17
ENGINEER'S Final ASSESSMENT ROLL
PAVING OF gTT,LTAMS STRIUM -
FROM STELLA
TO BROADWAY
UNIT No. 2 OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30 Feet
TYPE OF IMPROVEMENT: 6" H.M.A.C. WITH A 7" CURB AND A 2' GUTTER
I
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPAREW
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 4,7.08.14
10 PER CENT ENGINEERING $ 470.81
TOTAL CONTRACT $ 5,178.95
CURB AND GU TER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 400.0 $ 888.00 $ 73.26 $ 814.74
'TOTAL FOR CURB AND GUTTER 2.22 400.0 $ 888.00 $ 73.26 $ 814.74
PAVEMENT: t t
RESIDENTIAL $ $ $
COMMERCIAL 4.48 400.0
$ 1792.00 $ 130.00 $ 19662.00
TOTAL FOR PAVEMENT 4.48 400.0 $ 1,792.00 $ 130.00 $ 1.662.00
TOTAL ASSESSED $ 6.70 1 400.0 $ 2,680.00 $ 203.26 $ 4
CITY'S PORTION $ 2,702.21
! ENGINEER'S FINAL ASSESSMENT ROIL UNIT Ho. 2 CF 12
PAGE No. CF
CONTRACTOR& R. W. GIBBINS, INC. CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& WILLIAMS STREET:
• STELLA TO BROADWAY
DESCRIPTION CP PROPM -ASSESSMENT RATE PER FWr
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT ER.LINEAR BEFORE
$ 4.48 FOOT CREDITS
$2,22 S 6.70
George Butler 5 3 J. C.Tenel s 100 448.00 222.00 670.00 100'Own. Occ. @ .65 = 65.00 605.00
913 E. Stella
Ed Record
914 E. Broadway 4 3 Is 100 448.00 222.00 670.00 None 670.00
Clifton A. Robinson 1 4 of 100 448.00 222.00 670.00 66'Crb. Only @ 1.11 = 73.26 596.74
950 E. Broadway
Ruben Sewell W.331/3
951 E. Stella of 8 4 is 100 448.00 222.00 670.00 100'Own.Occ. @ .65 65.00 605.00
400 1,792.00 888.00 2,680.00 203.26 2,476.74
ENGINEER'S Final ASSESSMENT ROLL
PAVING OF WILLIAMS STREET
FROM _,Rzoadway
TO Dastsxet
UNIT No. OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30'
TYPE OF IMPROVEMENT: 6" H.M.A.C. WITH A 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 4,069.41
10 PER CENT ENGINEERING $ 406.94
TOTAL CONTRACT $ 4,476.35
CURB AND G[ATER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 600.0 $_332.00 $ 460165 $ 871.35
'TOTAL FOR CURB AND GUTTER 2.22 600.0 $ 1,332.00 $ 460.65 $
871.35
PAVEMENT: I i
RESIDENTIAL $ $
COMMERCIAL 4.48 600.0 $ 2,688.00 $ 63.59 $ 2,624.41
TOTAL FOR PAVEMENT 4.48 600.0 $ 29688.00 $ 63.59 $ 2,624.41
TOTAL ASSESSED $ 6.70 600.0 $ 4,020.00 $ 524.24 $ 3,495.76
CITY'S PORTION $ 980.59
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No.No. 2 CF CF 32
PAGE
CONTRACT{Rg R. W. GIBBINSI, INC. CONTRACT DATEt JULY 25, 1966 UNIT DESCRIPTION& WILLIAMS STREET:
FROM: BROADWAY
TO: DAGGETT
DEMPTION CF PROPERTY AS MENT-iUTE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E?CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PER.LINEAR BEFORE
S 4.48 FOOT CREDITS
= 2.22 S 6.70
Irwin A. Leva E.42' J.C.Terrel s 100 448.00 222.00 670.00 None 670.00
3821 Winifred of 4 1
Sylvester & Bessie 5.475/6'
Wright of 5 2 J.L.Willia ns 475/6 214.29 106.19 320.48 10'Crb. Only @ 1.11 11.10 278.29
214 Williams 47/56' Owner Occ. .65 - 31.09
42.19
Walter L. Murray N.21/6'
931 E. Pulaski of 5 2 21/6 9.71 4.81 14.52 None 14.52
Walter L. Murray
931 E. Pulaski 6 2 " 50 224.00 111.00 335.00 None 335.00
Grady White
200 Williams 7,8 2 " 100 448.00 222.00 670.00 50'Crb. Only, @ 1.11 m 55.50 614.50
ENGINEER'S FINAL ASSESSMENT ROLL UNIT PAGE
3 OF 12
PAGE No. 3 OF 3
CONTRACTOR& R. W. GIBBINS, INC. CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION: WILLIAMS STREET:
FROM: BROADWAY
TO: DAGGET
DESCRIPTION OF PROPERTY ASSMSMENT RATE PER FWr
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTSCURB. PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E?CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT F.R LINEAR BEFORE
= 4.48 FOOT CREDITS
= 2.22 = 6.70
Investor's Savings 1,& N. J.L.Willia s 56 250.88 124.32 375.20 56'Crb. Only @ 1.11 - 62.16 313.04
Ass'n. P.O. Box 8568 6' of
Dallas, Texas 2 3
Robert L. Piper S.44'
1302 Marsalis Avenue of 2 3 to 44 197.12 97.68 294.80 44'Crb. Only @ 1.11 = 48.84 245.96
Dallas, Texas
Willie Dunn
209 Williams 3 3 it 50 224.00 111.00 335.00 30' Crb. Only @ 1.11 - 33.30
50'Own.Occ. @ .65 = 32.50
65.80 269.20
Doris Jean Sterling 4 3 It 50 224.00 111.00 335.00 25'Crb. Only @ 1.11 = 27.75 307.25
213 Williams
Irwin H. Leva 1 2 J.C.Tends 100 448.00 222.00 670.00 00'C.& G. @ 2.22 = 222.00 448.00
3821 Winifred
600.0 2,688.00 1,332.00 4,020.00 524.24 3,495.76
ENGINEER'S Final ASSESSMENT ROLL
PAVING OF FAST RIC ND AVENUE
FROM R MMS IDE DRIVE
TO RENNER
UNIT No. 5 OF 12 AP 66-166 PROJECT No, 104-24000-150 ROADWAY WIDTH 30'
TYPE OF IMPROVEMENT: 6" H.M.A.C. WITH 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL C0ST
FRONT
FOOT
CONTRACT $ 1,368.00
10 PER CENT ENGINEERING $ 136.80
TOTAL CONTRACT $ 1,504.80
CURB AND GUTTER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 280.0 $ 621.60 $ 195.36 $ 426.24
TOTAL FOR CURB AND GUTTER 2.22 280.0 $ 621.60 $ 195.36 $ 426.24
PAVEMENT:
RESIDENTIAL $ $ $
COMMERCIAL 4.48 280.0 $ 1,254.40 $ 394.24 $ 860.16
TOTAL FOR PAVEMENT 4.48 280.0 $ 1,254.40 $ 394.24 $ 860.16
TOTAL ASSESSED $5.70 280.0 $ 1,876.00 $ 589.60 $ 12286.40
CITY'S PORTION $ 218.40
ENGINEER'S FINAL ASSESSMENT ROLL UGIT No. 5 OF 12
PAGE No. 2 OF 2
CONTRACTORS R. W. GIBBINS, INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTION: EAST RICHMOND AVENUE:
FROM: RIVERSIDE DRIVE
TO: RENNER
DESCRIPTION UP PROPERTY ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT,PER GUTTER COST ASSESSMENT
FRONT FOOT PElLLINEAR BEFORE
S 4.48 FOOT CREDITS
S 2.22 S 6.70
S. L. Anderson 4 & N. Graham Par 140 627.20 310.80 938.00 44'No Benefit Cr. @6.70 = 294.80 643.20
901 S. Riverside Driv 7'of
5 17
roy Johnson 8 & S. to 140 627.20 310.80 938.00 44'No benefit Cr. @6.70 = 294.80 643.20
708 Bridges 7.5'
of 7 19
280 1,254.40 621.60 1,876.00 589.60 1,286.40
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF RENNER AVENUE
FROM EAST RICHMOND
TO RIVERSIDE DRIVE
UNIT No. �6 — OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30'
TYPE OF IMPROVEMENT: 6" H.M.A.C. WITH A 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 8,098.32
10 PER CENT ENGINEERING $ 809.83
TOTAL CONTRACT $ 8,908.15
CURB AND GUTTER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 874.5 $ 1,941.39 $ 277.50 $ 1,663.89
,r0TAL FOR CURB ADD GUTTER 2.22 874.5 $ 1,941.39 $ 277.50 $ 19663.89
PAVEMENT:
RESIDENTIAL $ $
COMMERCIAL 4.48 874.5 $ 3,917.76 $ 683.75 $ 3,234.01
TOTAL FOR PAVEMENT 4.48 874.5 $ 3,917.76 $ 683.75 $ 3,234.01
TOTAL ASSESSED $ 6.70 874.5 $ 5,859.15 $ 961.25 $ 4,897.90
CITY'S PORTION I I I I 1 $ 4,010.25
ENGINEER'S FINAL ASSESSMENT ROLL LWIT NO. 6 OF 12
PAGE No. 2 CF 4
CONTRACTOR: R. W. GIBBINS, INC. CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& RENNER AVENUE:
• FROM: E. RICHMOND AVENUE
TO: RIVERSIDE DRIVE
DESCRIPTION CF PROPEtUT ASSESSMENT RATE PER Four
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMQPROVEMENTS CURB PROPERTY ADJUSTA T AniO'
No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. & GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PEJL LINEAR BEFORE
S 4.48 FOOT CREDITS
S 2.22 $ 6.70
Leroy Johnson 8,9 & Graham Pa k 117.5 526.40 260.85 787.25 None 787.25
6708 Bridges S.7k'
of 7 17
S. L. Anderson 1-44 to 307 1,375.36 681.54 2,056.90 1751shallow Lt.Cr.@3.35 586.25 1,470.65
1901 S. Riverside N.7'of
5 17
A. J. Antee
1813 S. Riverside 7,8 16 to 50 224.00 111.00 335.00 None 335.00
New Mount Calvery 9,10 16 it 50 224.00 111.00 335.00 50'Non Profit Cr.@1.30 65.00 270.00
Missionary Baptist
Church
1817 Renner
UNIT No, 6 OF 12
ENGINEER'S FINAL ASSESSMENT ROLL PACE No. 3 CF 4
CONTRACTORS R. W, GIBBINS, INC CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& RENNER AVENUE:
FROM: EAST RICHMOND
TO: RIVERSIDE DRIVE
DESCRIPTION UF PROPERTY RATE PER FOUr
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADjUSTMdENT AMOUNT
No. OWNER FRONT E?CLUSIVE OF AND OWNERS CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONS FOOT PEKLINEAR BEFORE
S 4.48 FOOT CREDITS
S 2.22 $ 6.70
Burl Elder 11,12, 16 Graham Paik 50 224.00 111.00 335.00 50'Crb. Only @ 1.11 - 55.50 279.50
3001 Sarah Jane Lane
Burl Elder " 50 224.00 111.00 335.00 50'Crb. Only @ 1.11 m 55.50 279.50
3001 Sarah Jane Lane 13,14 16
John P. Jackson " 50 224.00 111.00 335.00 50'Crb. Only @ 1.11 - 55.50 279.50
500 Burk Burnett Bldg 15,16 16
W. E. Day It 50 224.00 111.00 335.00 None 335.00
1917 Renner 17,18 16
W. E. Day " 50 224.00 111.00 335.00 50'Crb. Only @ 1.11 a 55.50 279.50
1917 Renner 19,20 16
UNIT No. 6 CF 12
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 4 CF 4
CONTRACTORs R. W. GIBBINS,, INC. CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& RENNER AVENUE
FROM: EAST RICHMOND
TO: RIVERSIDE DRIVE
DESCRIPTION UF PROPERTY ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUST�vT AACUNT
No. OWNER FRONT E?CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. $ GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PEFLLINEAR BEFORE
S 4.48 FOOT CREDITS
$ 2.22 $ 6.70
Clyde Milton Clark 21,22 16 Graham Park 50 224.00 111:00 335.00 50'Crb. Only @ 1.11 = 55.50 279.50
1921 Renner
C. C. Kinsey
1925 Renner 23,24 16 It
50 224.00 111.00 335.00 50'Own.Occ. @ .65 32.50 302.50
874.5 3,917.76 1,941.39 5,859.15 961.25 4,897.90
ENGINEER IS FINAL ASSESSMENT ROLL
PAVING OF MCCURDY STREET
FROM EAST RICHMOND
TO ELMWOOD
UNIT No. OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30 Feet
TYPE OF IMPROVEMENT: 6" H.M.A.C. WITH A 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 9,489.28
10 PER CENT ENGINEERING $ 948.93
TOTAL CONTRACT $ 10,438.21
CURB ADD GUTTER:
RESIDENTIAL 2.22 1,200.0 $ 2,664.00 $ -0- $ 2,664.00
COMMERCIAL $ $ $
'TOTAL FOR CURB AND GUTTER 2.22 1,200.0 $ 2,664.00 $ -0- $ 2,664.00
PAVEMENT:
RESIDENTIAL 4.48 1,200.0 $ 5,376.00 $ 1,560.00 $ 3,816.00
COMMERCIAL $ $ $
TOTAL FCR PAVEMENT 4.48 1,200.0 $ '5,376.00 $ 1,560.00 $ 39816.00
TClTAL ASSESSED $ 6.70 1 1,200.0 1 $ 8.040.00 $ 1,560.00 $ 6,480.00
CITY'S PORTION $ 3,958.21
UNIT No, 7 OF 12
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 CF 4
CONTRACTORt R. W. GIBBINS, INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTION& MCCURDY STREET
FROM: EAST RICHMOND
TO: ELMWOOD AVENUE
DESCRIPTION CF PROPERTY ASSESSMENT RATE PER FOOT
CII*?IFICAT'E PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ► ADJUSTMENT AMOUNT`
No. OWNER LOT
E?CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PERLINEAR BEFORE
4.48 ppb
= s 2.22 s R6.70
Ola Mae Uselton 25,26
1916 McCurdy 27,28 12 Graham Par 100 448.00 222.00 670.00 100'Res. Cr. @ 1.30 - 130.00 540.00
Mrs. Elizabeth Mays
2736 Canton Drive 29-32 12 it 100 448.00 222.00 670.00 100'Res.Cr. @ 1.30 = 130.00 540.00
Ynes Ybarra
1908 McCurdy 33,34 12 is 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 - 65.00 270.00
E. J. Maxwell
2109 Timberline Drive 35,36 12 It 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
E. L. Maxwell
3709 Bright 37,38 12 " 50 224.00 111.00 335.00 50'Res.Cr. @ 1.30 = 65.00 270.00
E. L. Maxwell
3709 Bright 39,40 12 " 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
E. J. Maxwell
2109 Timberline Drive 41,42 12 " 50 224.00 111.00 335.00 50'Res.Cr. @ 1.30 - 65.00 270.00
UKIT No. 7 OF 1.2
ENGINEER'S FINAL ASSESSMENT ROIL PAGE No. i CB 4
CONTRACTOR: R. W. GIBBINS, INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTION, MCCURDY STREET
FROM: EAST RICHMOND
TO: ELMWOOD AVENUE
DESCRIPTION UF PROPERTY ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PEILLINEAR BEFORE
S 4.48 FOOT CREDITS
s 2.22 i 6.70
Delmus Louis Greene 43,44 12 Graham Parr, 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
1810 McCurdy
Toncy B. Mitchell 45,46 12 is 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
1816 McCurdy
Elvis Lee Greene
1802 McCurdy 47,48 12 it 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
W. P. Allen 1-4 11 It
100 448.00 222.00 670.00 100'Res. Cr. @ 1.30 = 130.00 540.00
720 Primrose
L. Maxwell
109 Timberline 5,6 11 It 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 - 65.00 270.00
L. Maxwell
109 Timberline 7,8 11 " 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
. L. Maxwell
109 Timberline 9,10 11 " 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
UNIT -No. 7 OF 12
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 4 CF 4
CONTRACTORg R. W. GIBBINS9 INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTION: MCCURDY STREET
FROM: EAST RICHMOND
t TO: ELMWOOD
DESCRIPTION CE PROPbtfly RATE FbH FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT I14PROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
Not, OWNER FRONT E)CLUSIVE OF AND OWNERS CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PERLINEAR BEFORE
S 4.48 FOOT CREDITS
i 2.22 $ 6.70
E. J. (Jack) Maxwell 11,12 11 Graham Park 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 = 65.00 270.00
732 Lynncrest
roy Coleman 13,14 11 " 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 s 65.00 270.00
905 McCurdy
olonie H. Ybarra
908 McCurdy 15,16 11 " 50 224.00 111.00 335.00 50'Res. Cr. 1.30 = 65.00 270.00
. W. Myatt
401 Forrest Hill Ct. 17-20 11 " 100 448.00 222.00 670.00 00'Res. Cr. @ 1.30 = 130.00 540.00
ornelius Pistokache 21-24 11 100 448.00 222.00 670.00 00'Res. Cr. @ 1.30 = 130.00 540.00
721 Brookline
1,299 5,376.09 x,664.00 8,040.00 1,560.00 6,480.00
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF MCCURDY STREET
FROM ELMWOOD
TO 95' NORTH
UNIT No. 8 OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30 Feet
TYPE OF IMPROVEMENT: 6" H.M.A.C. MITA A 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 1,274.62
10 PER CENT ENGINEERING $ 127.46
TOTAL CONTRACT $ 1,402.08
CURB AND GUTTER:
RESIDENTIAL 2.22 150.0 $ 333.00 $ 111.00 $ 222.00
COMMERCIAL $ $ $
'TOTAL FOR CURB AND GUTTER 2.22 150.0 $ 333.00 $ 111.00 $ 222.00
PAVEMENT:
RESIDENTIAL 4.48 150.0 $ 672.00 s 354.00 $ 318.00
COMMERCIAL $ $ $
TOTAL FOR PAVEMENT 4.48 150.0 $ 672.00 $ 354.00 $ 318.00
TOTAL ASSESSED $ 6.70 150.0 $ 1,005.00 $ 465.00 $ 540.00
CITY'S PORTION 1 —7 .. I 1 1
$ 862.08
ENGINEER'S FINAL ASSESSMENT ROLL LWIT No. 8 OF 12
PAGE No. 2 CF 2
CONTRACTORS R. W. GIBBINS, INC . CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& MCCURDY STREET
FROM: ELMWOOD
TO: 95' NORTH
DESCRIPTION CE PROPF-Kil ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IJVROVEM�ENTS CURB PROPERTY ADJUSTMENT A""iJNT
No. OWNER FRONT E)CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PEILLINEAR BEFORE
S 4.48 FOOT CREDITS
S 2.22 S 6.70
,Toe A. Terrell 23,24 5 Graham Part 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 - 65.00 270.00
057 Evans Avenue
Joe A. Terrell 25,26 5 of 50 224.00 111.00 335.00 50'Res. Cr. @ 1.30 - 65.00 270.00
057 Evans Avenue
tate of Texas
ighway Commission 21,22 6 to 50 224.00 111.00 335.00 100% Cr. 335.00 -0-
"150 672.00 333.00 1,005.00 465.00 540.00
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF EAST ILICHMM AVENUE
FROM MCCURDYY
TO U VALDE
UNIT No. 9 OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30'
TYPE OF IMPROVEMENT:
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL C0ST
FRONT
FOOT
CONTRACT $ 5,037.24
10 PER CENT ENGINEERING $ 503.72
TOTAL CONTRACT $ 5,540.96
CURB AND GUTTER:
RESIDENTIAL 2.22 270.0 $ 599.40 $ 155.40 $ 444.00
COMMERCIAL 2.22 270.0 $ 599.40 $ -0- $ 599.40
'TOTAL FOR CURB AND GUTTER 2.22 540.0 $ 1,198.80 $ 155.40 $ 1,043.40
PAVEMENT:
RESIDENTIAL 4.48 270.0 $ 1,209.60 s 573.60 $ 636.00
COMMERCIAL 4.48 270.0 $ 1,209.60 $ -0- $ 1,209.60
TOTAL FOR PAVEMENT 4.48 540.0 $ .2,419.20 $ 573.6U $ 1,845.60
TOTAL ASSESSED $ 6.70 1 540.0 $ 3,618.00 $ 729.00 $ 2,889.0
CITY'S PORTION $ 2,651.96
UNIT No. 9 OF 12
I ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 OF 2
CONTRACTORt R. We GIBBINS, INC. CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& EAST RICHMOND AVENUE:
FROM: MCCURDY
TO: UVALDE
DESCRIPTION OF PROPERTY ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PEILLINEAR BEFORE
S 4.48 FOOT CREDITS
S 2.22 S 6.70
Cornelius Pistokache 24 11 Graham Part 135 604.80 299.70 904.50 35' Side Lt. @ 6.70 - 234.50
3721 Brookline 00' Res. Cr. @ 1.30 = 130.00
364.50 540.00
Dornell L. Smith 25 11 to 135 604.80 299.70 904.50 35'Side Lt @ 6.70 = 234.50
(Address Unknown) 00'Res. Cr. @ 1.30 = 130.00
364.50 540.00
Leon Novikoff 49 24 at 135 604.80 299.70 904.50 None 904.50
2019 E. Rosedale
Leon Novikoff 1 24 it 135 604.80 299.70 904.50 None 904.50
2019 E. Rosedale
540 2,419.20 1,198.80 3,618.00 729.00 2,889.00
ENGINEER'S FTMA . ASSESSMENT ROLL
PAVING OF EAST RICHMOND AVENUE
FROM UVALDE
TO JESSE
UNIT No. 10 OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 30 Feet
TYPE OF IMPROVEMENT: 61' H.M.A.C. WITH A 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 5,334.16
10 PER CENT ENGINEERING $ 533.42
TOTAL CONTRACT $ 5,867.58
CURB AND GUTTER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 540.0 $ 1,198.80 $ -0- $ 1,198.80
TOTAL FOR CURB AND GUTTER $ 1,198.00 $ -0- $ 1,198.80
PAVEMENT:
RESIDENTIAL $ $ $
COMMERCIAL 4.48 540.0
$ 2,419.20 $ -0- $ 2,419.20
TOTAL FOR PAVEMENT 4.48 540.0 $ 2,419.20 $ -0- $ 2,419.20
TOTAL ASSESSED $ 6.70 540.0 $ 3,618/ $ $
CITY'S PCRTION $ 2,249.58
ENGINEER'S FINAL ASSESSMENT ROLL PAGE 12 OF 12
CONTRACTORt R. W. GIBBINS, INC. CONTRACT DATEt JULY 25, 1966 UNIT DESCRIPTION& EAST RICHMOND AVENUE
FROM: UVALDE STREET
TO: JESSIE STREET
DESCRIPTION CF PROPERTY ASSESSMENT RATE PER FOOT ......
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTSCURB PROPERTY ADJUSTMENT AMOUNT
No, OWNER FRONT E)CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT' FOOT F.R.LINEAR BEFORE
S 4.48 FOOT CREDITS
S 2.22 $ 6.70
Norwin Wade Harral 24 10 Graham Park 135 604.80 299.70 904.50 None 904.50
3421 Hemphill
E. L. Maxwell
3709 Bright 25 10 " 135 604.80 299.70 904.50 None 904.50
E. J. (Jack) Maxwell
3732 Lynn Creat 48 25 " 135 604.80 299.70 904.50 None 904.50
E. L. Maxwell
3709 Bright 1 25 " 135 604.80 299.70 904.50 None 904.50
540. 2,419.20 1,198.80 3,618.00 -0- 3,618.00
ENGINEER'S ' FINAL ASSESSMENT ROLL
PAVING OF MISSISSIPPI AVENUE
FROM BAKER
TO GLEN GARDEN
UNIT No. 11 OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 34 Feet
TYPE OF IMPROVEMENT: 6A TT.M.A .0. with a 7" (,4wb and 21 Gutter
RATE FRONT GR0SS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 9,384.04
10 PER CENT ENGINEERING $ 938.40
TOTAL CONTRACT $ 10,322.44
CURB AND GUTTER s
RESIDENTIAL 2.22 360.0 $ 799.20 $ 133.20 $ 666.00
COMMERCIAL 2.22 750.0 $ 1,665.00 $ -0- $ 1,665.00
'TOTAL FOR CURB AND GUTTER 2.22 1,110.0 $ 2,464.20 $ 133.20 $ 2,331.00
PAVEMENT:
RESIDENTIAL 5.17 360.0 $ 1,861.20 $ 907.20 $ 954.00
COMMERCIAL 5.17 750.0 $ 3,877.50 $ -0- $ 3,877.50
TOTAL FCR PAVEMENT 5.17 1,110.0 $ 5,738.90 $ 907.20 $
4.831.50
TOTAL ASSESSED $ 7,39 1 1.110.0 $ 8,202.90 $ 1,040.40 $ 7,162.50
CITY'S PORTION $ 3,159.94
NO.
OF
ENGINEER'S FINAL ASSESSMENT ROLL pPAGE 12 CF 12
CONTRACTOR: R. W. GIBBINS, INC. CONTRACT DATE& JULY 25, 1966 UNIT DESCRIPTION& MISSISSIPPI AVENUE
FROM: BAKER
TO: GLEN CANDEN
DESCRIPTION CF PROPERTY ASSESSMENT RNM PER FMT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB, PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PFJLLINEAR BEFORE
S 5.17 FOOT CREDITS
S 2.22 57.39
Penelope M. Jones 19 59 Ryan S.E. 120 620.40 266.40 886.80 100'Res. Cr. @ 1.99 = 199.00
15552 Van Owen,Apt.7 201Side Lt. @ 7.39 = 147.80
Van Nuys, Calif. 346.80 540.00
A J. Autrey
2532 Glencrest 18 59 If 120 620.40 266.40 886.80 100'Res. Cr. @ 1.99 = 199.00
20'Side Lt. @ 7.39 = 147.80
346.80 540.00
Mount Rose Baptist Ch rch
2864 Mississippi 19 58 of 120 620.40 266.40 886.80 100'Res. Cr. @ 1.99 = 199.00
20'Side Lt. @ 7.39 = 147.80
346.80 540.00
Ryan Properties, Inc. 18 58 of 120 620.40 266.40 886.80 None 886.80
301 E. 5th Street
J. Merida Ellis &
Ruth C. Ellis
3101 S. Riverside Dr. Tract 4-A A.Stinson 630 3,257.10 1,398.60 4,655.70 None 4,655.70
Survey
1,110 5,738.70 2,464.20 8,202.90 1,040.40 7,162.50
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF BRYAN STREET
FROM BERRY
TO SOUTH LINE OF LOT 20, BLOCK 30, RYAN AND PRUITT ADDITION
UNIT No, 12 OF 12 AP 66-166 PROJECT No. 104-24000-150 ROADWAY WIDTH 40 Feet
TYPE OF IMPROVEMENT: _-6" H.M.A.C. WITH A 7" CURB AND A 2' GUTTER
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 6,035.45
10 PER CENT ENGINEERING $ 603.55
TOTA L CONTRACT $ 6,639.00
CURB AND GUTTER:
RESIDENTIAL $ $ $
COMMERCIAL 2.22 628.0 $ 1,394.16 $ 577.20 $ 816.96
'TOTAL FOR CURB AND GUTTER 2.22 628.0 $ 1,394.16 $ 577.20 $ 816.96
PAVEMENT:
RESIDENTIAL $ $ $
COMMERCIAL 6.21 628.0 $ 3,899.88 $ 520.50 $ 3,379.38
TOTAL FOR PAVEMENT 6.21 628.0 $ 3,899.88 $ 520.50 $ 3,379.38
TOTAL ASSESSED $ 8.43 628.0 $ 5,294.04 $ 1,097.70 $ 4,196.34
CITY'S PORTION $ 2,442.66
UNIT No. 12 OF 12
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 OF 3
CONTRACTOR: R. W. GIBBINS, INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTIONt BRYAN STREET
FROM: BERRY TO S. LINE OF LOT 20,
BLOCK 30, RYAN & PRUITT
_-DESCRIPTION OF PROPERTY' ASSESSMENT RATE PER FOOT ADDITION
CIIt71FICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURS. PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. & GUP.PER GUTTER COST ASSESSMENT
FRONT FOOT PER.LINEAR BEFORE
= 6f2l FOOT CREDITS
Z 2.22 $ 8.43
Fred I. Moore N.10' Ryan & 10 62.10 22.20 84.30 100% No Benefit Cr. 84.30 -0-
609 Norwood Street of 13 30 Pruitt
Tom M. Harris 14 30 " 50 310.50 111.00 421.50 None 421.50
417 S. Madison
Eldorado, Arkansas
Ironco, Inc. 15 30 of 50 310.50 111.00 421.50 501C.& G. Cr. @ 2.22 = 111.00 310.50
3038 Bryan Avenue
Russell M. Reed 16 30 of 50 310.50 111.00 421.50 501C. & G. @ 2.22 = 111.00 310.50
5509 Wheaton Drive
Russell M. Reed 17 30 " 50 310.50 111.00 421.50 501C. & G. @ 2.22 = 111.00 310.50
5509 Wheaton Drive
3
UNIT No. 12 OF 12
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 OF 3
CONTRACTQRs R. W. GIBBINS, INC. CONTRACT DATE: JULY 25, 1966 UNIT DESCRIPTION: BRYAN STREET
BERRY TO S. LINE OF LOT 20,
BLOCK 30, RYAN & PRUITT ADDITION
DESCRIPTION OF PROPERTY ASSESSWT FWM PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OF AND OWNERS CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PER.LINEAR BEFORE
S 6.21 FOOT CREDI"S
Z 2.22 Z 8.43
Frankie L. Thomas 18 30 Ryan & 50 310.50 111.00 421.50 50'Crb. & G. @ 2.22 = 111.00 310.50
c/o University State Pruitt
Bank
P. 0. Box 11280
Frankie L. Thomas 19 30 is 50 310.50 111.00 421.50 50' Cr. & G. @ 2.22 = 111.00 310.50
c/o University State
Bank
P. 0. Box 11280
Doorco, Inc. S.28'
1110 E. Bowie of 20 30 is 28 173.88 62.16 236.04 None 236.04
Southern Pacific RR. Property adjacent to
C/o L.A.Patterson,Sup Railro d 80 496.80 177.60 674.40 80 ' Railroad Cr. 5.73 = 458.40 216.00
100 W. Baylor
Ennis, Texas
Kerr-McGee Corp. 2-6 29 of 210 1,304.10 466.20 1,770.30 None 1,770.30
Kerr McGee Bldg.
Oklahoma City, Okla
628 3,899.88 1,394.16 5,294.04 1,097.70 4,196.34
City of Fort Worth, Texas
Mayor and Council Communication
Mo
DATE REFERENCE SUBJECT: Final Payment, Assessment Paving PAGE
NUMBER on the South Side - Project 4-150
3/6/67 FP-423 i of
Final Council action on the project described below is requested :
,Project. Description:
Name: Assessment Paving on the South Side
Contractor: R. W. Gibbins, Inc.
Contract. Awarded: July 25, 1966 (M&C C-757)
Work Order Issued : October 21, 1966
Work Order Effective: November 3, 1966
Date of Final Inspection and Approval: January 31, 1967
Working Time Bid: 71 working days
Working Time Used : 48 working days
Pro_iect :Cost and Financing
Original Bid Price: $64,512.55
Revised Bid Price: $60,994.30
West Richmond Street (Unit 4) was deleted by the City Council at
the Benefit Hearing on August 15, 1966, and a cul-de-sac was added
on Bryan Street (Unit 12) by City Council action on October 17,
1966 (M&C G-1007).
Final Contract Cost: $610668.72
Partial Payments Previously Made: 3 Amount: $550072.91
Finl Payment Due: $60595.81
Payment to be made from Project No. 104-24000-150
Deviation from Bid Price: $674.42 over-run because of variations
between quantities estimated in the contract speicifcations and
quantities measured and used at the job site.
Compliance with Specifications
During testing on this project, 38 corings were made with the following
results :
Exceeds Even With Under Specs But Below
za_viug Specs Specs Within Tolerance Tolerance
Surface 30 7 1 0
Base 18 20 0 0
on this entire project, the average thickness of the base course is 6.2
inches as compared to 6.0 inches specified and the hot mix asphaltic
concrete surface is 6.42 inches as compared to 6.0 inches specified.
Tests made during construction of sub-grade, base, and pavement show
that materials used were in compliance with specifications.
¢gr
r �
DATE NUMBER CE SUBJECT: Final Payment, Assessment Pavi PAGE
on the South Side - Project 2 or 2
3/6/67 FP-423 4-150
Recommendations
It is recommended that the above project be accepted by adoption of
an ordinance and that final payment of $6,595.81 be authorized to
R. W. Gibbins, Inc.
JLB:ms
HA,.
SUBMITTED BY: DISPOSITIO BY COUNCIL:
71TY
APPROVED OTHER (DESCRIBE)
ET
DATE 7
CITY MANAGER AR 9 1(�36 I