HomeMy WebLinkAboutOrdinance 5319 m
ORDINANCE NO.
ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF PAFFORD STREET
AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES
IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT WITH
GLADE CONSTRUCTION COMPANY FOR THE CONSTRUCTION OF SAID
IMPROVE14-ENTS 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 AGAIN3 T 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; ARID PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract
with Glade Construction CoMRAnv 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. PAFFORD STREET: From Eighth Avenue to James Avenue, known
and designated as Unit No. 1.
2. PAFFORD STREET: From James Avenue to Stanley Avenue, known
and designated as Unit No. 2.
3, FLINT STREET: From College Avenue to Adams Street, known
and designated as Unit No. 3.
4. FRAZIER AVENUE: From Boyce Street to Spurgeon Street, known
and designated as Unit No. 4.
5. FRAZIER AVENUE: From Spurgeon Street to 300' South, known
and designated as Unit No. 5.
6, SPURGEON STREET: From Frazier Avenue to Townsend Drive, known
and designated as Unit No. 6.
7. SPURGEON STREET: From Townsend Drive to Gordon Avenue, known
and designated as Unit No. 7.
8. SPURGEON STREET: From May Street to east line of Lot 3,
Block 389 South Side Additions known and
designated as Unit No. 8.
WHEREAS, -by sundry proceedings heretofore passed by the City Council of the
City of Fort Worth, Texas, including Ordinance No, 5133 , 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. 5133 J. 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:
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 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:
Itt.
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.
PASSED KID APPROVED THIS day of 19__,_.
APPROVED AS TO FORM AND LEGALITY:
City Attorney
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF PAFFORD STREET
FROM EIGHTH AVENUE
TO JAMES AVENUE
UNIT No. OF a AP 63.103 PROJECT No. 097. 2h00CI-119 ROADWAY WIDTH 301
TYPE OF IMPROVEMENT: 6" Hot Mix Asphaltic Concrete Pavament with 7" Curb and 21 Gutter.
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ "-3,258.10
10 PER CENT ENGINEERING $ 25_R1
TOTAL CONTRACT $
3,583.91
CURB AND GUTTER:
RESIDENTIAL $1.75 560.0 $ 980.00 $ 367.50 $ 612.50
COMMERCIAL $ $ $
,TOTAL FOR CURB AND GUTTER $ 980.00 $ 367.50 612.50 $ 612.50
PAVEMENT: t t
- -
RESIDENTIAL $3.79 560.0 $ 21,122.40 $ 742.40 $ 1080.00
COMMERCIAL $ $ $
TOTAL FOR PAVEMENT $ 2,122.40 $ 742.40 1080.00 $ 1 280.00..
- m
° TOTAL ASSESSED $ 5.54 560.0 $ 3,102.40 $ 12109.90 $ 1,992.50
CITY'S PCRTION $ 1,591.41
UNIT leo. 1 OF 8
ENGINEER'S FIi,AL ASSESSMENT ROLL PAGE No. 2 OF 2
CONTRACTOR= Glade Construction Company CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION: PAFFORD STREET: From Eighth Avenue
to James Avenue
DESCRIPTION OF PROPETry ASSESSMENT MM 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. $ GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PER LINEAR BEFORE
$ 3.79 FOOT CREDITS
s 1.75 $ 5.54
P1-103-101 Samuel D. Branham 13 17 Shaw 140,0 $530.60 $245.00 $775.60 1001 Gravel @ 0,20 20.00
3845 James Avenue Heights 40' Side lot credit @5.54-221.60
1001 Res. Credit @ 0.14 14.00
100 curb only @ 0,875 87.50
343.10 $432.50
P1-103-102 Frank H. Jones 12 17 it 140.0 530,60 245.00 775,60 40' Side lot or. @ 5.54 -221.60
3844 8th Avenue 100' Gravel @ 0.20 20.00
100' Res. Credit @ 0.14 X00
255. 60 520.00
P1-103.-103 W. R. Colboth 1 24 " 140..0 530.60 245.00 775.60 40r Side lot or. @ 5.54 221.60
c/o Margaret Sullivan 100' Gravel @ 0.20 20.00
3900 8th Avenue 1001 Res. Cr. @ 0.14 14.00
255.60 520.00
P1-103-104 Vance W. Stephenson 14 " 140.0 530.60 245.00 775.60 40' Side Lot or. @ 5.54 221.60
3901 James 100' Gravel @ 0.20 20.00
1001 Res. Cr. @ 0.14 14.00
255,60' 520.00
560,0 $20122.40 $980,00 $30102.40 $1,109.90 $1,992.50
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF PAFFORD STREET
FROM JAMES AVENUE
TO STANLEY AV�QUE
UNIT No. ' 2 OF 8 AP 63..103 PROJECT No. 097_24000.119 ROADWAY WIDTH 301
TYPE OF IMPROVEMENT: 6" Hot Mix Ashaltic Concrete Pavement with a 7" Curb and 2' Gutter,
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT
$ 51112.02
10 PER CENT ENGINEERING $ 511.20
TOTAL CONTRACT $ 51623.22
CURB AND GL) TER:
RESIDENTIAL $1.75 601.0 $ 1,051.75 $ 385.88 $ 665.87
COMMERCIAL $ $ $
'TOTAL FOR CURB AND GUTTER $ 1,051.75 $ 385.88 665.87 $ 665.87
PAVEMENT:
RESIDENTIAL 3.79 601.0 $ 210277.79 ; 673.54 $ 1,604.25
COMMERCIAL $ $ $
TOTAL FCR PAVEMENT $ 20277.79 $ 673.54 1,604,25 $ 1,604.25
TOTAL ASSESSED $ 5.54 1 601.0 $ 3,329.54 $ 1,059.42 $ 2 2 7ZOZ
CITY'S PCRTION $ 3053.10
UNIT No. 2 OF 8
ENGINEER'S FINAL, ASSESSMENT ROLL PAGE No. 2 OF 2
CONTRACTORs Glade Construction Company CONTRACT DATE& March 2, 1964 UNIT DESCRIPTION: PAFFORD STREET: From James Avenue
to Stanley Avenue
DESCRIPTION OF PROPERTY ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OMQVER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. B GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PERLINEAR BEFORE
S 3.79 FOOT CREDITS
S 1.75 S 5.54
P2-103..101 E. B. Lobb A 16 Shaw 81.0 $306.99 $141.75 $ 448.74 161 Converging lot @ 5.54-88.64
1720 W. Pafford Heights 65r Gravel @ 0.20 13.00
W Res Cred. @ 0.14 0.10
551 Curb only @ 0.875 48.13
158.87 $289.87
P2--103«.102 W. L. Blevins B 16 50.0 189.50 87.50 277.00 501 Gravel @ 0,20 10.00
• 1716 W. Pafford 501 Res. Cr. @ 0.14 7.00
501 Curb only @ 0.875 43.75_
60.75 216.25
P2-103-103 Eloise Kennedy C 16 ,r 50.0 189.50 87.50 277.00 501 Gravdl @ 0,20 10.00
1712 W. Pafford 501. Res. Cr. @ 0.14 7.00
501 Curb only @ 0.875 .13,,5_
60.75 216.25
P2-103--104 Lamar L. ChisholmU"', _ " 140.0 530.60 245.00 775.60 401 Sidelot Cr. @ 5.54 221,60
3152 Waits 1001 Gravel @ 0.20 20.00
1001 Res. Cr. @ 0.14 14.00
255.60 520.00
P2-103.•105 Idas Bowen 1 25 " 140.0 530.60 245.00 775.60 401 Side Lot @ 5.54 221.60
3900 James 1001 Gravel @ 0.20 20.00
1001 Res. Cr. @ 0.14 14.00
141 Curb only @ 0.875 3-2225
267.85 507.75
P2-103-•106 William S, Fields 22 25 11 140,0 530.60 245.00 775.60 401 Side lot @ 5.54 221.60
3901 Stanley 1001 Gravel @ 0.20 20.00
1001 Res. Cr. @ 0.14 14.00
. 520.00
-vv-- ---- 601.0 20277.79 1,051.75 3,329.54 1.059., 2 2.270_12
ENGINEER'S FlliAL ASSESSMENT ROLL
PAVING OF FLINT STREET
FROM COLLEGE AVENUE
TO ADAMS STR&T
UNIT No. 3 OF 8 AP 63-103 PROJECT No. 097-24000-119 ROADWAY WIDTH 301
TYPE OF IMPROVEMENT: 511 Hot Mix Asphaltic Concrete Pavement with 7" Curb and 2' Gutter
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 3,892.38
10 PER CENT ENGINEERING $ 389_2L.
TOTAL CONTRACT $ 40281.62
CURB AND GUTTER:
RESIDENTIAL $1.75 500.0 $ 575.00 $ 187.25 $ 687.75
COMMERCIAL $ $ $
'TOTAL FOR CURB AND GUTTER $ 875.00 $ 187.25 687.75 $ 687.75
PAVEMENT:
RESIDENTIAL 3.79 500.0 $ 1,595.00 $ 515.00 $ 1080.00
COMMERCIAL $ $ $
TOTAL FOR PAVEMENT $ 1,595.00 $ 515.00 1,350.00 $ 1,350.00
TOTAL ASSESSED $ 5.54 500.0 $ 2,770,00 $ 702.25 $ 2,067.75
CITY'S PORTION $ 2
UNIT No. 3 OF 8
ENGINEER'S FiIaL ASSESSMENT ROLL PAGE No. 2 OF 2
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION& FLINT STREET: From College Avenue
to Adams Street
DESCRIPTION UP PROPERTY ASSESSMENT MM 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 PERLINEAR BEFORE
S 3.79 FOOT CREDITS
S 1.75 s 5.54
F3-103-101 L. V. Collins 13 5 t+a].�or 125,0 473.75 218.75 692.50 25t Side lot 8 5.54 138.50
4145 S. Adams St. 1001 Gravel @ 0.20 20.00
100f Res. Cr. @ 0.11 14.00
172.50 520.00
F3-103-102 Otis Clifton Pillow 12 5 " 125.0 473.75 218.75 692.50 25' Side lot ® 5.54 138.50
4156 College 100' Gravel @ 0.20 20,00
100' Res. Cr. @ 0.11 14.00
172.50 520,00
F3-103•.103 M. L. & Harry 1 " 125.0 473.75 218.75 692.50 251 Side lot @ 5.54 138.50
Ungerman 100' Gravel ® 0.20 20.00
Fidelity Bldg. 1025 1001 Res. Cr. ® 0.14 1.4.00
Elm St.-Dallas, Texas 172.50 520.00
F3-103-.104 George M. Davis 24 6 125.0 473.75 218.75 692,50 251 Side lot ® 5.54 138.50
4201 S. Adams 100' Gravel @ 0.20 20.00
100' Res. Cr. @ 0.1.4 11 .00
141 Curb only ® 0,875 12.25
184.75 507.75
.
500.0 $1,895.00 $875.00 2,770.00 $702.25 $2,067.75
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF FRALIER AVENUE
FROM BOYCE STR ZT
TO SPURGEON STRE67
UNIT No. t, OF 8 AP 63-103 PROJECT No. 097-240 -119 ROADWAY WIDTH 30'
TYPE OF IMPROVEMENT: 6" Hot Mix Asphaltic Concrete Pavement with 7" Gurb and 2' Gutter
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 5,323.88
10 PER CENT ENGINEERING $ 532.39
TOTAL CONTRACT $ 51856.27
CURB AND GUTTER:
RESIDENTIAL $ $ $
COMMERCIAL $1.75 600.0 $_1_050_00 $ 7L,3_75 $ 106-203
,TOTAL FOR CURB AND GUTTER $ 1,050.00 $ 743.75 306.25 $ 306.25
PAVEMENT: I i
RESIDENTIAL $ $ $
COMMERCIAL 3.79 600.0 $ 20274.00 $ 894.00 $ 1,380.00
TOTAL FOR PAVEMENT $ 2,274.00 $ 894.00 1,380.00 $ 11380.00
TOTAL ASSESSED $5.54 600.0 $ 3,324.00 $ 1,637.75 $ 1,686.25
CITY'S PCRTION $ 41170.02
UNIT No. 4 OF 8
ENGINEER'S FINAL ASSESSMENT ROLE. PAGE No. 2 OF 2
CONTRACTORS GLADE CONSTRUCIIUN COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION: FRAZIER AVENUE: From Boyce Street
to Spurgeon Street
DESCRIPTION CF PROPERTY ASSESsMENT UM PER FMT
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
FRONS FOOT PER.LINEAR BEFORE
$ 3.79 FOOT CREDITS
$ 1.75 $ 5.54
F4-103-101 Southwestern Baptist 7 ll Seminary 150.0 568.50 262.50 831.00 501 side lot @ 5.54 277.00
Theological Seminary Hill 100' Gravel @ 0.20 20.00
c/o Wayne Evans 1001 Res. Cr. @ 0.14 14.00
P. 0. Box 22000 1001 C&G @ 1.75 175.00
486.00 345.00
F4.-103-102 Southwestern Baptist 6 11 " 150.0 568.50 262,50 831.00 50t Side lot @ 5.54 277.00
Theological Seminary 1001 Gravel @ 0.20 20.00
c/o Wayne Evans 1001. Res. Cr. @ 0.14 14.00
P. 0. Box 22000 501 Curb only @ 0.875 _ 43.75
354.75 476.25
F4,103-103 Southwestern Baptist 1 10 r1 150.0 568.50 262.50 831.00 501 Side lot @ 5.54 277.00
Theological Seminary 1001 Gravel @ 0.20 20.00
c/o Wayne Evans 1001 Res. Cr. @ 0.14 14.00
P. 0. Box 22000 1001 C&G @ 1.75 17 .00
486.00 345.00
F1-103•-104 Southwestern Baptist 12 10 " - 150.0 568.50 262.50 831.00 501 Side Lot @ 5.54 277.00
Theological Seminary 1001 Gravel @ 0.20 20.00
c/o Wayne Evans 1001 Res. Cr. @ 0.14 11,.00
P. 0. Box 22000 311.00 520.00
600.0 $2,274.00 01,050.00 3,324.00 $10637.75 $111686.25
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF FRAZIER AVENUE
FROM SPURGEON STREET
TO 300' SOUTH
UNIT No. 5 OF $ AP 63-103 PROJECT No. 097-2400Ck-119 ROADWAY WIDTH 301
TYPE OF IMPROVEMENT: 611 Hot mix asphaltic concrete pavement with 7" curb and 2''jzutter
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT
$ 3,204.96
10 PER CENT ENGINEERING $ 120_L_9
TOTAL CONTRACT $ 3,525.45
CURB AND GUTTER:
RESIDENTIAL $1.75 600.0 $ 1,050.00 $ 0.00 $ 1,050.00
COMMERCIAL $ $ $
'TOTAL FOR CURB AND GUTTER $ 1,050.00 $ 0.00 1,050.00 $ 1,050.00
PAVEMENT:
RESIDENTIAL 3.79 600.0 $ 2,274.00 $ 204.00 $ 27070.00
COMMERCIAL $ $ $
TOTAL FOR PAVEMENT $ 2p274.00 $ 204.00 2,070.00 $ 22070.00
TOTAL ASSESSED $ 5.54 1 600.0 $ 3024.00 $ 204.00 $ J,120.00
CITY'S PORTIONF 1 6 1 1 $ 405.45
UNIT No. 5 OF 8
ENGINEER'S ,'TIJALASSESSMENT ROLL PAGE No. 2 OF 3
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE& March 2, 1964 UNIT DESCRIPTION& FRAZIER AVENUE: From Spurgeon St.
to 3001 South
DESCRIPTION EF PROPERTY ASS MENT MM 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 PERLINEAR BEFORE
S 3.79 FOOT CREDITS
Y 1.75 S 5.54
F5^103--101 Southwestern Baptist 19 14 Seminary 50.0 159.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary Hill 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0, Box 22000
F5-•103-102 Southwestern Baptist 20 14 it 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary 501 Res. Cr. @ 0.14 7.00
e/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5-103-103 Southwestern Baptist 21 14 t1 50.0 159.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5--103..104 Southwestern Baptist 22 14 " 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological 6eminary 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5--103-105 Southwestern Baptist 23 14 11 50.0 159.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5-,103-106 Southwestern Baptist 24 14 " 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
UNIT NO- 5 OF 8
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 CF 3
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION: FRAZIER AVENUE: From Spurgeon to
300' South
DESCRIPTIM CF PROPERTY X9SESSMENT MM PER FMT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTIENT AMOUNT
No. OWNER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF
FEET CB. $ GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PEFLLINEAR BEFORE
s 3.79 FOOT CREDITS
S 1.75 s 5.54
F5-103--107 Southwestern Baptist 1 15 'emi.nary 50.0 189„50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary ill 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5•-103-.108 Southwestern Baptist 2 15 " 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary 501 Res. Cr. @ 0.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5-103-109 Southwestern Baptist 3 15 " 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
Theological Seminary 501. Res. Cr. @ O.14 7.00
c/o Wayne Evans 17.00 260.00
P. 0. Box 22000
F5•�103.-110 Joseph E. Thomas 4 15 " 50.0 189.50 87.50 277.00 50' Gravel @ 0.20 10.00
4704 Stanley 50' Res. Cr. @ 0.14 7.00
17.00 260.00
F5-103-111 Joseph E. Thomas 5 15 " 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
4704 Stanley 501 Res. Cr. @ 0.14 7.00
17.00 260.00
F5-103•-112 Joseph E. Thomas 6 15 '► 50.0 189.50 87.50 277.00 501 Gravel @ 0.20 10.00
4704 Stanley 501 lies. Cr. @ 0.14 7.00
17.00 260.00
600.0 $2,274.00 01,050.00 $3024.00 $204.00 $30120.00
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF SPURGEON STREET
FROM FRAZIER AVENUE
TO TOWNSEND DRIVE
UNIT No. 6 OF 8 AP 63-103 PROJECT No. 097-24OOO-U9 ROADWAY WIDTH 301
TYPE OF IMPROVEMENT: 6" Hot mix asphaltic concrete pavement with 711 curb and 2f Eutter
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT
$ 5,266.62
10 PER CENT ENGINEERING $ 526.66
TOTAL CONTRACT $ 5,793.25
CURB AND GUTTER:
RESIDENTIAL $1.75 300.0 $ 525.00 $ 175.00 $ 350.00
COMMERCIAL 1.75 315.0 $ 551.22 $ 0.00 $ 551.22
'TOTAL FOR CURB AND GUTTER $ 1,076.22 $ 175.00 901.22 $ 901.22
PAVEMENT:
RESIDENTIAL 3.79 300.0 $ 1,137.00 $ 407.00 $ 786.88
COMMERCIAL 3.79 315.0 $ 1,193.88 $ 44.10 $ 1,092.90
TOTAL FOR PAVEMENT $ 2030.88 $ 4.111.10 1,879.78 $ 12879.78
TOTAL ASSESSED $5.54 615.0 $ 3,407.10 $ 626.10 $ 2,781.00
CITY'S PORTION $ 3,012.2
UNIT No. 6 OF 8
ENGINEER'S FINAL ASSESSMENT RCLL PAGE No. 2 OF 3
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION: SPURGEON STREET: From Frazier
Avenue to Townsend Drive
DESGRIPTION GF 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 EQ LINEAR BEFORE
S 3.79 FOOT CREDITS
S 1.75 i 5.54
56-103--101 Southwestern Baptist 1-2 10 Seminary 52.5 198.98 91.87 290.85 52.5' Res. Cr. C 0.14 7.35 283.50
Theological Seminary Hill
c/o Wayne Evans
P. 0. Box 22000
56-103-102 Southwestern Baptist 11 10 It 52.5 198.98 91.87 290.85 52.5' Res. Cr. @ 0.14 7.35 283.50
Theological Seminary
c/o Wayne Evans
P. 0. Box 22000
56-103--103 Southwestern Baptist 10 10 It 52.5 198.98 91.87 290.85 52.5' Res. Cr. @ 0.14 7.35 283.50
Theological Seminary
c/o Wayne Evans
P. 0. Box 22000
S6-103 -104 southwestern Baptist 9 10 It 52.5 198.98 91.87 290.85 52.5' Res. Cr. @ 0.14. 7.35 283.50
Theological Seminary
/o Wayne Evans
P. 0. Box 22000
S6.103--105 Southwestern Baptist 8 10 It 52.5 198.98 91.87 290.85 52.5' Res. Cr. @ 0.14 7.35 283.50
Theological Seminary
/o Wayne Evans
P. 0. Box 22000
56-103-•106 Southwestern Baptist 7 10 It 52.5 198.98 91.87 290.85 52.5' Res. Cr. @ 0.14 7.35 283.50
eological Seminary
/o Wayne Evans
P. 0. Box 22000
tan No. 6 OF 8
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 OF 3
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONRALT DATE March 2, 1964 UNIT DESCRIPTIONS SPURGEON STREET: From Frazier
Avenue to Townsend Drive
-EESCRIPTIZX CF PROPERTY -RATE P ER Mff
CERTIFICATE PROPERTY LOT BOK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTOW AMOUNT
No, OWNER FRONT E}MCLUJSIVE OF AND 001ER'S CREDITS CE
FEE? CB.t GUT.PER GUTTER COST ASSESSMENT
FRONT FOOT PERLDEAR BEFORE
S 3.79 FOOT CREDITS
: = 5.5 .
36-103-107 Southwestern Baptist 24 15 Semiaary 150.0 ,9, ,,50 262.50 831.00 501 Side lot 9 5.54 277.00
Theological Seminary Hill 1001 Res. Cr. ® 0.14 14.00
c/o Wayne Evans 291.00 540.00
P. 0. Box 22000
S6-•103-108 Southwestern Baptist 150.0 568.50 262.50 831.00 50' Side lot 5.54 277.00
Theological Seminary 1001 Res. Cr. 0.14 14.00
c/o Wayne Evans 291.00 540.00
P. 0. Box 22000
615.0 $2,330.88 $1,076.223, ; . $626.10 $2,781.00
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF SPURGEON STR K
FROM TOWNSEND DRIVE
TO GORDON AVENUE
UNIT No. 7 OF 8 AP 63-103 PROJECT No. 097-24004-119 ROADWAY WIDTH
TYPE OF IMPROVEMENT: 6" Hot mix asphaltic concrete pavement with 7" curb and 21 nutter.
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARE19T
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 4,753.88
10 PER CENT ENGINEERING $ 475.39
TOTAL CONTRACT $ 5,229.27
CURB AND GUTTER:
RESIDENTIAL $1.75 300.0 $ 525.00 $ 175.00 $ 350.00
COMMERCIAL 1.75 315.0 $ 551.22 $„_, 0-00 - $ 55,E
TOTAL FOR CURB AND GUTTER $ 1,076.22 $ 175.00 901.22 $ 901.22
PAVEMENT:
RESIDENTIAL 3.79 300.0 $ 1,137.00 $ 447.00 $ 690.00
COMMERCIAL 3.79 315.0 $ 1,193.88 $ 99.76 $ 1,094.12
TOTAL FCR PAVEMENT $ 2,330.88 $ 546.76 1,784.12 $ 1,784..12
TOTAL ASSESSED $ 5.54 615.0 $ 3,407.10 $ 721.76 $ z
CITY'S PCRTION $ 2043.93
UNIT No. 7 OF 8
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 CF 3
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION4 SPURGEON STREET: From Townsend
Drive to Gordon Avenue
--------- DEMPTION UP PROPERTY ASS MT 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 PER.LINEARI BEFORE
S 3.79 FOOT CREDITS
$ 1.75 $ 5.54
57-103-101 Southwestern Baptist 12 9 Seminary 52.5 198.98 91.87 290.85 52.5' Gravel @ 0.20 10,50
Theological Seminary Hill 52.51 Res. Cr. @ 0.14
c/o Wayne Evans 17.85 273.00
P. 0. Box 22000
37--103-102 Southwestern Baptist 11 9 it 52.5 198.98 91.87 290.85 52.5' Gravel @ 0,20 10,50
• Theological Seminary 52,5' Res. Cr. @ 0.14 _7.35
c/o Wayne Evans 17.85 273.00
P. 0. Box 22000
S7-103-103 Southwestern Baptist 10 9 " 52.5 198.98 91.87 290.85 52.5' Gravel @ 0.20 10.50
Theological Seminary 52.5' Res. Cr. @ 0.14 7.35
c/o Wayne Evans 17.85 273.00
P. 0. Box 22000
57-103-104 Southwestern Baptist 9 9 52.5 198.98 91.87 290.85 52.5' Gravel @ 0,20 10.50
Theological SeminaryRes. 7 5
52.5' Cr. @ 0.11+ ���1
c/o Wayne Evans 17.85 273.00
P. 0. Box 22000
37-103-105 Southwestern Baptist 3.22/3 9 " 52.5 198.98 91.87 290.85 52.5' Gravel @ 0,20 10,50
Theological Seminary 8 52,5' Res. Cr. @ 0.07 3,,68
c/o Wayne Evans 14.18 276.67
P. 0. Box 22000
37-103.106 Southwestern Baptist S.2/3 9 " 52.5 198.98 91.87 290.85 52.5' Gravel @ 0,20 10,50
Theological Seminary of 7 52,51 Res. Cr. @ 0,07 3.68
c/o Wayne Evans 11+.18 276.67
P. 0. Box 22000
UNIT leo. 7 OF 8
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 OF . 3
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION: SPURGEON STREET: From Townsend
Drive to Gordon Avenue
DESCRIPTION OF PROPEKIT ASSESSMENT RATE PER FOOT
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS - C
URB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OFAND OWNER'S CREDITS OF
FEET CB. B GUT.PERTTER COST ASSESSMENT
FRONT FOOT LINEAR BEFORE
S 3.79 FOOT CREDITS
S 1.75 S 5.54
57-103-107 Southwestern Baptist 24 16 Seminary 150.0 568.50 262.50 831.00 501 Side lot @ 5.54 277.00
Theological Seminary Hill 1001 Gravel @ 0.20 20.00
c/o Wayne Evans 1001 Res. Cr. @ 0.14 14.00
P. 0. Box 22000 311.00 520.00
57-103-108 Joe Phillips 1 16 it 150.0 568.50 262.50 831.00 50' Side lot @ 5.54 277.00
4701 Townsend Drive 100' Gravel @ 0.20 20.00
100 . Res. Cr. @ 0.14 14.00
311.00 520.00
615.0 $2030.88 131,o76.22 $3,407.10 $721.76 $2,685.34
ENGINEER'S FINAL ASSESSMENT ROLL
PAVING OF SPURGEON STREET
FROM MAY STRE&
TO EAST LINE OF LOT 3, BLOCK 38, SOUTH SIDE ADDITION
UNIT No. 8 OF 8 AP 63-103 PROJECT No. 097-24000-119 ROADWAY WIDTH 30'
TYPE OF IMPROVEMENT: 6" Hot Mix Asphaltic Concrete Pavement with 7" Curb and 2' Gutter_
RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT
PER FEET ASSESSED ASSESSED TOTAL COST
FRONT
FOOT
CONTRACT $ 7071.09
10 PER CENT ENGINEERING $ 737.11
TOTAL CONTRACT $ 80108.20
CURB AND GUTTER:
RESIDENTIAL $ 1.75 960.0 $ 1,680.00 $ 52.50 $ 1,627.50
COMMERCIAL $ $ $
'TOTAL FOR CURB AND GUTTER $ 1,680.00 $ 52.50 11627.50 $ 10627.50
PAVEMENT:
RESIDENTIAL 3.79 960.0 $ 3,638.40 $ 326.40 $ 3:312.00
COMMERCIAL $ $ $
TOTAL FOR PAVEMENT $ 3,638.40 $ 326.40 3012.00 $
TOTAL ASSESSED $ 5.54 960.0 $ 5,318.40 $ 378.90 $
CITY'S PORTION
$ 3,168.70
UNIT No. 8 OF 8
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 CF 5
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 2, 1964 UNIT DESCRIPTION& SPMEON STREET: From May Street
to East Line of Lot 3, Block 38,
South Side Addition
DESMIPTION OF PROPERTY ASSESOM UM 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 PEILLDEAR BEFORE
S 3.79 FOOT CREDITS
$ 1.75 S 5.54
S8-103-101 W. L. Johnston 15 31 South Side 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
Rt, 7, Box 364 40' Res. Cr. @ 0.14 .b0
Nacogdoches, Texas 13.60 208.00
58--103-102 Mable T. Thomas 16 31 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
416 Spurgeon 40' Res. Cr. @ 0.14 60
13. 0 208.00
S8--103-103 Mable T. Thomas 17 31 " 40.0 151.60 70.00 221,60 40' Gravel @ 0.20 8.00
416 Spurgeon 40' Res. Cr. @ 0.14 5.60
13.60 208.00
38-103104 Tom J. Kellam 18 31 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
3009 Fisher 40' Res. Cr. @ 0.14 5.60
13.60 208.00
38•-103-105 Donald C. Lancaster 19 31 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
36th CAM - APO 132 40' Res. Cr. @ 00'14 60
New York, N. Y. �13. 0 208.00
S8•-103-•106 William M. Bentley 20 31 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
400 W. Spurgeon 40'. Res. Cr. @ 0.14 5.60
12' Curb only @ 0.875 16-s-50
24.10 197.50
tUIT No. 8 OF 8
ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 OF 5
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 22 1964 UNIT DESCRIPTION: SPRUGFON STREET: From May Street
to East Line of Lot 3, Block 38,
South Side Addition
DESCRIPTION CF PROPERTY RM PER FOOT- -
CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT EN;LUSIVE OF AND OWNER'S CREDITS OF
FEET CB.B GUT.PER GUTTER COST ASSESSMENT
FROM FOOT PEILLINEAR BEFORE
S 3.79 FOOT CREDITS
S 1.75 S 5.54
S8--103-•107 Burton Acres B1dg.Co. A 31 South Side 50.0 189.50 87.50 277.00 50' Gravel @ 0.20 10.00
(Tomes D. Rico) 50' Res. Cr. @ 0.14 7.00
P. 0. Box 7426 17.00 260.00
58-103-108 J. L. Green B 31 " 50.0 189.50 87.50 277.00 50' Gravel @ 0.20 10.00
312 W. Spurgeon 501 Res. Cr. @ 0.14 7.00
17.00 260.00
S8-103-109 George F. Gladish C 31 It 50.0 189.50 87.50 277.00 50' Gravel @ 0.20 10.00
308 W. Spurgeon 50! Res. Cr. @ 0.14 7.00
17.00 260.00
38-103-110 Spence R. Mereey D 31 it 50.0 189.50 87.50 277.00 50' Gravel @ 0.20 10.00
304 W. Spurgeon 501 Res. Cr. @ 0.14 7.00
17.00 260.00
S8--103-111 Mrs. C. S. Alexander 26 31 It 40.0 151.60 70.00 221.60 401 Gravel @ 0.20 8.00
314 S. Waco St. 401 Res. Cr. @ 0.14 5.60
Weatherford, Texas 13.60 208.00
S8--103-112 George Trojacek 3 38 t' 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
• 913 E. Gambrell 401. Res. Cr. @ 0.14 5.60
13.60 208.00
ENGIINEH'S FINAL ASSESSIENr RQ lAt1T ft. 8 OF 8L PAGE No. 4 CF 5
CXKTRACTCRa GLADE CONSTRUCTION COMPANY CONTRACT alfa March 2, 1964 VM EESMITIak SPURGEON STREET: From May Street
to East Line of Lot 3, Block 38,
South Side Addition
CERTIFICATE Lar BUCK ADDITION APPAWW DSP CEEB FROPERN AMST - IfT ANOW
No. cum FRW EX21AS1W O: AND CIMM'S (SITS CF
FEE? CB.t GUT.PER GUTTER Cwr
FRW F L F-M BERM
S 3.79 FOS CMTs
S 1.75 S 5.54
S8-103-113 Tepeo Building Corp. 4 38 :youth Side 40.0 151.60 70.00 221.60 401 Gravel @ 0.20 8.00
001 Bettibart 40' Res. Cr. @ 0.14 5.60
13.60 208.00
58-103-114 E. N. Forsythe 5 38 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
09 W. Spurgeon 40t Res. Cr. @ 0.14 5.60
13. 0 208.00
58-.103-115 A. Jackson, Jr. 6 38 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
011 Pembroke Dr. 40' Res. Cr. @ 0.14 5.60
12' 03G @ 1.75 21 00
343 187.00
SS-103-.116 -so B. L. Harmon 7 &E.i 38 " 60.0 227.40 105.00 332.40 601 Gravel @ 0.20 12.00
317 W. Spurgeon of 8 60' Res. Cr. @ 0.14 8,40
12' Curb only @ 0.875 10.50
30.90 301.50
S8-103-117 I. Ellis 9&W.i 38 " 60.0 227.40 105.00 332.40 60' Gravel @ 0.20 12.00
Ol W. Spurgeon of 8 60'. Res. Cr. @ 0.14 8.40
12' Curb only @ 0.875 10.50
30.90 301.50
ENGINEER'S FINAL ASSESSMENT ROLL UNIT No. 8 OF 8
PAGE No. 5 CF 5
CONTRACTOR: GLADE CONSTRUCTION COMPANY CONTRACT DATE: March 20 1964 UNIT DESCRIPTIOKjt SPURGEON STREET: From May Street
to East Line of Lot 3, Block 38,
South Side Addition
M-51-RIPTION CF PROPERTY ASSESSMENT UM PER F=
CERTIFICATE PROPERTY LOQ' BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT
No. OWNER FRONT E)CLUSIVE OF AND OWNER'S CREDITS OF
FEET CB. $ GUT, *PER GUTTER COST ASSESSMENT
FRONT FOOT PEP.LINEAR BEFORE
S 3.79 FOOT CREDITS
$ 1;75 $ 5.54
S&-103-118 Carl F. 'vv'eaver 10 38 South Side 40.0 151„60 70*00 221.60 401 Gravel @ 0.20 8.00
409 W. Spurgeon 401 Res. Cr. @ 0.14 5,60
13.60 208.00
3103-119 Carl F. Weaver 1138 " 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 s 8.00
409 W. Spurgeon 401 Res. Cr. @ 0.14 5.50
13.60 208.00
38-103-120 Emerald T. Wray 12 38 it 40.0 151.60 70.00 221.60 40' Gravel @ 0.20 8.00
27241 Sixth Avenue 40: Res. Or.. @ 0.14 5.60
13.60 208.00
38-103-121 Rowena Rock 13 38 it 40.0 151.60 70.00 221.60 401 Gravel @ 0.20 8.00
4912 Townsend Drive 401 Res. Cr. @ 0.7.4 5.60
13.60-F 208.00
SS-103-1.22 Helen Prater 14 38 It 40.0 151.60 70.00 221.60 401 Gravel @ 0.20 8.00
421 W. Spurgeon 40r Res. Cr. @ 0.14 60
13. 0 208.00
B
960„0 $3,638.40 4,680.00 $5018.40 $378.90 $4,939.50
City of bort Worth, Texas
Mayor and Council Communication
DATE REFERENCE SUBJECT: Final Payment, Assessment ravings, PAGE
NUMBER at Eight Locations on the South §ide, 2
2/1/65 FP-187 Project No. 097-24000-119 for
Final Council action on the project described below is requested :
Project Description
Name: Assessment Paving at Eight Locations on the South Side
Contractor: Glade Construction Company
Contract Awarded: March 2, 1964 (M&C C-251)
Work Order Issued: June 4, 1964 (Effective June 15, 1964)
Date of Final Inspection and Approval : November 30, 1964
Working Time Bid: 53 Working Days
Working Time Used: 51 Working Days
Project Cost and Financing
Bid Price: $42,692.80
Final Contract Cost: $38,182.93
Partial Payments Previously Made: 5 Amount: $34,364.64
Final Payment Due: $ 3,818.29
Payment to be made from Project No. : 097-24000-119 "Eight Locations"
Deviation from Bid Price: $4,509.87 less because of the following:
1) During construction, not as many utility adjust-
ments were required as originally estimated. - $ 2,787.71
2) Variations between estimated and measured
quantities. - 1,722.16
Total Under-run $4,509.87
Compliance With Specifications
Attached is a tabulation of paving test cores showing compliance with
specifications within acceptable construction tolerances. At one location
on Spurgeon Street between Townsend Drive to Gordon Street, a deficiency in
base material was more than compensated for by an extra thickness over
specifications of surface material. The .5 inch extra thickness in hot mix
asphaltic concrete is equal to 1.5 inches of base material. The base de-
ficiency was only .9 inch.
During testing on this project, 29 corings were made with the following
results :
Exceeds Meets Under Specs but Below
Paving Specs Specs Within Tolerances Tolerances
Surface 22 5 2 0
Base 13 8 7 1
DATE REFERENCE SUBJECT: Final Payment, Assessment Paving PAGE
NUMBER at Eight Locations on the South Side,
2/1/65 FP-187 project No. 097-24000-119 2 2
°f
Tests made during construction of the sub-base, base, and pavement
show that the material used was in compliance with specifications .
Recommendation
It is recommended that the above project be accepted by adoption of
an ordinance and that final payment of $3,818.29 be authorized to Glade
Construction Comp any.
JLB:GA
attachment
I
SUBMITTED BY: DISPOSITIO Y COUNCIL: PROMBY
APPRO/VED_ _OOTHER (DESCRIBE)
OAQ. OV A. i C/ CITY SECRETARY
�n
/7 c C f /O r/i✓ Y Ar Dy i-o f/1 7T5 DATE
CITY MANAGER R- i- `J'
TABULATION OF
PAVING THICKNESS
FOR
Assessment Paving at Eight Locations on the South Side
PROJECT NO. 097-24000-119
Type of Pavement 6.0" H.M.A.C. Surface.- 4.0"Gravel Cushion
* Within Construction Tolerance.
SPECIFICATION
qORE NO
6.0" 4.0"
UNITS 1 & 2 -. PAFFORD STREET FROM EIGHTH AVENUE TO STANLEY AVE.
Cored -6-�
100' West of West Curb Line of 8th Avenue, South Quarter. 64CE-961 6.5" 4.1"
200' West of gest Curb Line of 8th Avenue, Center Line. 64CE-962 6.4" 4.0"•'
300+ West of West Curb Line of 8th Avenue, North Quarter. 64CE-963 6.3". 4.2"
400' West of West Curb Line of 8th Avenue, Center Line, 64CE-964 54';8" a 4.4"
500' West of. West Curb Line of 8th Avenue, South Quarter. 64CE-965 6.0" 4.3"
600' West of West Curb Line of 8th Avenue,. Center Line. 64CE-966 6.0" 4.2"
700' West of West Curb Line of .8th Avenue, North Quarter. 64CE-967 6.0" 4.2"
UNIT 3 - FLINT STREET FROM WEST LINE OF COLLEGE AVENUE TO EAST
LINE OF ADAMS STREET.
100' West of West Curb Line of College Avenue, North Quarter. 64CE-973 5.8" a 464"
200' West of West Curb Line of College Avenue, Center Linea 64CE-974 6.3" 4.2"
300' West of West Curb Line of College Avenue, South Quarter. 64CE-975 7.3" 4.0"
UNIT 4 - FRAZIER STREET FROM BOYCE AVENUE TO SPURGEON STREET. Cored 10..28-64
93' South of North End of Project, East Quarter. 64CE-1233 6.5" 4.0"
100' South of South Curb Line of Boyce, East Quarter. 64CE-1234 8.0" 3.8"
200' South of South Curb Line of Boyce, Center Line. 64CE-1235 . 7.5" 308" e'
300' South of South Curb Line of Boyce, West Quarter. 64CE-1236 7.0" 4.0"
400' South of South Curb Line of Boyce, Center Line, Even West
Curb Line of Spurgeon. 64CE-1237 . 7.1" 4.0"
UNIT -5- F`AVENUE FROM SPURGEON STREET TO 3001 SOUTH.
1001 South of South Curb Line of Spurgeon, East Quarter* 64CE-1230 7.1" 3.5"
2001 South of South Curb Line of Spurgeon, Center Line. 64CE-1231 6.5" 4.1"
300' South of South Curb Line 'of Spurgeon, West Quarter, 101 .
North of South End of Project. 64CE-1232 7*2" 3.8"
v
TABULATION OF
PAYING THICKNESS
FOR
Assessment Paving at Eight Locations on the South Side
PROJECT NO. 097-24000-119
Type of Pavement 6.O" H.M.A.C. Surface - 4.0"Gravel Cushion
* Within Construction Toleranoe.
SPECIFICATION
CqZ Not
6.0" 4o 0'_
UNIT 6 - SPURGEON STREET.' FROM FRAZIER AVENUE TO TOWNSEND DRIVE. Cored IG-28-64
10t North of South Curb on Spurgeon.
100' East of East Curb Line of Frazier, South Quarter. 64CE-1224 7.5'' 3•.511
2001 East of East Curb Line of Frazier, Center Line. 64CE-1225 7.7" 4.0"
3001 East of East Curb Line of Frazier, North Quarter. 751 West
of West Curb Line of Gordon Avenue. 64CE-1226 8.0" 3.8"
UNIT 7 9B MEON STREET FROM TOWNSEND DRIVE TO GORDON STREETv
100' East of East Curb Line of Townsend, South Quarter. 64CE-1227 6.0" 4.0"
200f East of East Curb Line of Townsend, Center Line. 64CE•-1228 7.2" 3.6" �
3001 East of East Curb Line of Townsend, North Quarter. 751 West,
of West Curb Line of Gordon Avenue. 64CE-1229
The 0.5" Extra Asphalt at This Looation is Considered to ompensate forte Def�Cie WY
of Base.
UNIT 8 - S GDON STREET FROM EAST LINE OF MAY STREET TO Cored -1-64
APPRAx—n=LY 5001 EAST.
1001 East of East Curb Line of May Street, Center Line. 64CE-968 6.1" 4.0"
2001 East of East Curb Line of May Street, South Quarter. 64CE-969 6.0" 4.1"
300' East of East Curb Line of May Street, Center Line. 64CE-970 6.1" 4.3"
400' East of East Curb Line of May Street, North'Quarter. 64CE-971 6.3" 4.3"
5001 East of East Curb Line of May Street, Cdnter Line. 64CE-972 6.4" 4.5t'