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HomeMy WebLinkAboutOrdinance 5552 ORDINANCE NO. ORDINANCE ACCEPTING INI PROVEMENT'S ON A PORTION OF kr E rF ?1Z AND PORTIONS OF SUNDRY OTHER ST'REE'TS, AVENUES AND PUBLIC PLACES IN THE CITY OF FORT WORTH, TEXAS; DECLARING THIS CONTRACT WITH Tll ?S :R ITT�_T TAT T; ;� _ 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 WORTHS, 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 TEKLl BITUL717IC r�_ for the making and constructions of certain street improvements on the hereinafter described portions of streets, avenues and public places in said City, to-wits AITGLE AVENUE: From the N. line of 28th Street to the S. line of Columbus Avenue, known and designated as Unit No. 3, Project 094-22000-101. CLIFF STRMT; From the W. line of Clinton to the E. line of dingle, known and designated as Unit No. 4, Project 094-22000-101. 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O cd ar a) H CS u d p 11 cd cd V O 144 u P. y .0 O W yQ cd O U ar 4 W p 41 U k+ w N cd W O 4-) cu< � co aur O W o 2r 41 O sa N air o Pd a .n {a U P4 ar > cu cd En k+ ar J�J dJ U} th F`i <rl W V) �,}" ar 44 4J U U 4.4 H ,UC 1�c 0 c 41 u ar m V •,4 •,4 P 4 u o T v W c9 ar u c 41 a 41 ur a a. e (1) aur ° o to D en p u ca O 4 �,<® ar V a. 41 a . rt+ v 4-+ w q w d O � W 0 9, E � � E4 0 P4 •,4 to 44 a) 0 L4 < 0.po u P+ O O U4 O u ed 41 ENGINEER'S FINAL ASSESSMENT ROLL PAVING OF ANGLE AVENUE FROM 28TH STREET TO COLUMBUS AVENUE UNIT No. 3 OF 5 AP 65-139 PROJECT No. 094-22000-101 ROADWAY WIDTH 44 Feet TYPE OF IMPROVEMENT: 711 REINFORCED CONCRETE PAVEMENT WITH A 711 CURB AND 2' GUTTER RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPAREVT PER FEET ASSESSED ASSESSED TOTAL COST FRONT FOOT CONTRACT $ 148,261.90 10 PER CENT ENGINEERING $ 14,826.19 TOTAL CONTRACT $ 163,088.09 CURB AND GUTTER: RESIDENTIAL 2.12 59362.1 $ 119367.65 $ 41462.60 $ 6,905.05 COMMERCIAL 2.12 989.0 $ 2.096.68 $ 1. 80_69 $ (315_99 TOTAL FOR CURB AND GUTTER $ 139464.33 $ 52743.29 $ 7,721.04 PAVEMENT: RESIDENTIAL 9.33 52362.1 $ 509028.40 42,148.03 $ 79880.37 COMMERCIAL 9.33 989.0 $ 91227.37 $ 7,171.85 $ 21055.52 TOTAL FOR PAVEMENT $ 591255.77 $ 49,319.88 $ 91935.89 TOTAL ASSESS $11.45 6 351.1 $ 72 720.10 $ 55 063.17 $ 17 656.93 CITY°S POTION $1452431.16 UNIT No. 3 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 OF 14 CONTRACTORt TEXAS BITULITHIC CO. CONTRACT DATES May 24, 1965 UNNIT DESCRIPTION& ANGLE AVENUE: 28fih Street to Columbus DESCRIPTI W PRMERTY ASSESSMENT RATE PER FOOT CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB-: PROPERTY ADJUSTMENT AMOUNT ; No. OWNER FRONT EXCLUSIVE OF AND OWNER'SCREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PEILLINEAR BEFORE $ 9.33 FOOT CREDITS $ 2.12 $ 11.45 WEST SIDE A3-139-101 Zula Wheeler 6 49 M.T. Eillis 15 139.95 31.80 171.75 15' Res. Cr. @ 6.05 = 90.75 Address Unknown Pruitt's 15' Shallow Lot Cr. @ Sub. (58%) 1.90 = 28.5o 15' C.& G. @ 2. 12 = 31.80 15' Exist. Pave. @ .27 = 4.05 155. 10 16.65 3' Slant Lot Cr. C 11.45 34.35 A3-139-102 Joe Sie Allen 1& 2 51 M.G. Ellis 101 942.33 214.12 1,156.45 No Benefit Cr. 94.98 900 N.W. 28th St. Cavner's 98' Res. Cr. @ 6.05 = 592.90 Sub. 98' C.& G. Cr. @ 2. 12 = 207.76 98' Exist. Pave. @ .27 = 26.46 956.45 200.00 A3-139-103 Josh White 5 51 " 54 503.82 114.48 618.30 4' Slant Lot Cr. @11.45 = 45.80 c/o Major Moore 50' Res. Cr. @ 6.05 = 302.50 Rt. 9, Box 339 35' C. & G. @ 2. 12 74.20 50' Exist. Pave.@ .27 = 13.50 436.00 182.30 A3-139-104 Ann Lora Gilchrist 6 51 " 54 503.82 114.48 618.30 4' Slant Lot Cr.@ 11.45= 45.80 3rd Floor 50' Res. Cr. @ 6.05 = 302.50 W.T. Waggoner Bldg. 50' Exist. Pave. @ .27 = 13.50 361.80 256.50 A3-139-105 Vauna Bell Williams 7 51 " 54 503.82 114.48 618.30 4' Slant Lot @ 11.45 = 45.80 2801 Angle 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 = 13.50 361.80 256.50 ENGINEER®S FINAL ASSESSMENT ROLL UNIT leo. 3 OF 5PAGE No. 3 OF 14 CONTRACTOR: TEXAS BITULITHIC CO® CONTRACT DATE: May 24, 1965 UNIT DESCRIPTION& ANGLE AVENUE: 28th Street to Columbus CERTIFICATEPROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJ'USTNF-NT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF FEET CB. $ GUT.PER GUTTER COST ASSESSMENT FRONT FOOT ER LINEAR BEFORE $ 9.33 FOOT CREDITS $ 2.12 $ 11.45 A3-139-106 Willie D. Thomas 8 51 M.G. Ellis 54 503.82 114.48 618.30 4' Slant Lot Cr. @11.45 = 45.80 2805 Angle Cavner's 50' Res. Cr. @ 6,'05 = 302.50 Sub. 50' Exist. Pave. @ .27 13.50 361.80 256.50 A3-139-107 C. A. Shropshire & 9 51 it 54 503.82 114.48 618.30 4' Slant Lot @ 11.45 = 45.80 C. E. Story 50' Res. Cr, @ 6.05 = 302,50 950 Oak Grove 50' Exist. Pave. @ .27 13.50 361,80 256.50 A3-139-108 DeLouis Lewis 10 51 " 54 503.82 114.48 618.30 4' Slant Lot Cr. @11.45 = 45.80 2807 Angle Avenue 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 = 13,50 361.80 256.50 A3-139-109 James Celester Lee 11 51 it 146 1,362.18 309.52 1,671.70 146' Res. Cr. @ 6.05 = 883.30 2815 Angle No Benefit Cr. 63.00 46' Side Lot @ 5.40 = 248,40 100' Exist. Pave. @ .27 = 27.00 1,221. 70 450.00 A3-139-110 Stark Brothers 33 51 " 125 1,166.25 265.00 1,431.25 No Benefit Cr. 88.00 Louisiana, Mo, 125' Res. Cr. @ 6.05 = 756.25 25' Side Lot @ 5.40 = 135.00 100' Exist. Pave. @.27 27.00 1,006.25 425.00 UNiIT No. 3 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 4 CF 14 CONTRACTOR: TEXAS BITULITHIC CO. CONTRACT DATE: May 24, 1965 UNIT DESCRIPTION& ANGLE AVENUE: 28th Street to Columbus CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB; PROPERTY ADJUSTMENT No. OMER FRONT EXCLUSIVE OF AND OWNERAMOUNT S CREDITS OF O FEET CB. & GUT.PER GUTTER COST ASSESSMENT- FRONT FOOT ER LINEAR BEFORE S 9.33 FOOT CREDITS $ 2.12 $ 11.45 A3-139-111 Annie Mae Davis 38 51 M.G. Ellis 55 513.15 116.60 629.75 5' Slant Lot @ 11.45 = 57.25 2823 Angle Cavner's 50' Res. Cr. @ 6.05 = 302.50 Sub. 50' Exist. Pave. @ .27 = 13.50 373.25 256.50 A3-139-112 Gazzi8 Hemphill 39 & 40 It 110 1,026.30 233.20 1,259.50 10' Slant Lot @ 11.45 = 114.50 Williams Woods 51 100' Res. Cr. @ 6.05 = 605.00 2946 Harper 100' Exist. Pave. @ .27 = 27.00 Berkeley) Calif. 746.50 513.00 A3-139-113 Charlie Morgan 41 51 " 53 494.49 112.36 606.85 5' Slant Lot Cr. @11.45 = 57.25 2829 Angle 48' Res. Cr. @ 6.05 = 290.40 48' Exist. Pave. @ .27 = 12.96 360.61 246.24 A3-139-114 S. E. Hardeman 42 51 " 53 494.49 112.36 606.85 5' Slant Lot @ 11.45 = 57.25 Rt. 9, Box 396 48' Res. Cr. @ 6.05 = 290.40 48' Exist. Pave. @ .27 = 12.96 360.61 246.24 A3-139-115 S. E. Hardeman 3 & 4 1 Hill 100 933.00 212.00 1,145.00 100' Res. Cr. @ 6.05 = 605.00 Rt. 9, Box 396 100' Exist. Pave. @ .27 = 27.00 632.00 513.00 No ENGINEER'S FINAL ASSESSMENT ROLL UNIT No. 3 OF 5 PAGE No. 5 OF 14 CONTRACTOR: TEXAS BITULITHIC CO. CONTRACT DATEt May 24, 1965 UNNIT DESCRIPTION& ANGLE AVENUE: 28th Street to Columbus ;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 PEILLINEAR BEFORE $ 9.33 FOOT CREDITS $ 2. 12 $ 11.45 A3-139-116 T. V. Stewart 2 1 Hill 55 513.15 116.60 629.75 5' Slant Lot Cr. @11.45 = 57.25 3007 Lee 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 = 13.50 373.25 256.50 A3-139-117 Gretel Kirk 1 1 " 63 587.79 133.56 721.35 13' Slant Lot Cr. = 148.85 2931 Angle Avenue 50' Shallow Lot @ (14.3%) .77 = 38.50 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 13.50 503.35 218.00 A3-139-118 Sam Johnson 1 44 Oak Grove 61 569.13 129.32 698.45 9.1' Slant Lot @ 11.45 = 104.20 Rt. 9, Box 393 51.9' Exist. Pave. @ .27 = 14.01 118.21 580.24 A3-139-119 Rarrison Kirk 2 44 It 59 550.47 125.08 675.55 9' Slant Lot @ 11.45 = 103.05 It. 9, Box 389-B 50' Exist. Pave. @ .27 = 13.50 116.55 559.00 °A3-139-120 qatkins Johnson 3 44 " 59 550.47 125.08 675.55 9' Slant Lot Cr. @11.45 = 103.05 t. 9, Box 390 50' Exist. Pave. @ .27 = 13.50 50' Own. Occ. Cr. @3.20 = 160.00 276.55 399.00 ENGINEER'S FINAL ASSESSMENT ROLL UNIT No, 3 OF 5PAGE No. 6 CF 14 CONTRACTOR: TEXAS BITULITHIC CO. CONTRACT DATE: May 24, 1965 UNIT DESCRIPTION& ANGLE AVENUE: 28th Street to Columbus DESCRIPTION__CF PROPERTY- ASSESSMENT RATE-PER-FOOT- CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB: PROPERTY ADJUSTMENT AMOK' No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PEJLLINEAR BEFORE S 9.33 FOOT CREDITS $ 2. 12 $ 11.45 A3-139-121 Harrison Kirk 4 44 Oak Grove 59 550.47 125.08 675.55 9' Slant Lot Cr. @ 11.45 =103.05 Rt. 9, Box 389-B 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 = 13.50 419.50 256.05 -A3-139-122 Leon Kirk 5 44 " 123 1,147.59 260.76 1,408.35 123' Res. Cr. @6.05 = 744.15 Rt. 9, Box 389-B 23' Side Lot Cr. @ 5.40 =124.20 100' Exist. Pave. @ .27 = 27.00 895.35 513.00 A3-139-123 New Hope Baptist 1 41 it 61 569. 13 129.32 698.45 11' Slant Lot @ 11.45 = 125.95 Church, 3001 Angle 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 = 13.50 441.95 256.50 A3-139-124 Edward Evans 2 41 " 61 569. 13 129.32 698.45 11' Slant Lot @ 11.45 = 125.95 003 Angle 50' Res. Cr. @ 6.05 = 302.50 50' Curb only @ 1.06 = 53.00 50' Exist. Pave. @ .27 = 13.50 494.95 203.50 A3-139-125 3sther Tillman 41 It 61 569. 13 129.32 698.45 11' Slant Lot Cr. @11.45= 125.95 It. 9, Box 386 50' Res. Cr. @ 6.05 = 302.50 50' Exist. Pave. @ .27 = 13.50 441.95 256.50 UNIT No. 3 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 9 OF 14 CONTRACTOR: TEXAS BITULITHIC CO. CONTRACT DATEt May 24, 1965 UNIT DESCRIPTIONt ANGLE AVENUE: 28th Street to Columbus CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENTIMPROVEMEIJTS CURS 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 S 9.33 FOOT CREDITS $ 2. 12 $ 11.45 A3-139-135 Lanovin Moore Mayshaw 6 35 Oak Grove 53 494.49 112.36 606.85 3' Slant Lot @ 11.45 = 34.35 P.O. Box 4099 50' Res. Cr. @ 6.05 = 302.50 Stock Yard Station 50' Exist. Pave. �-d .27 = 13.50 350.35 256.50 50' Exist Pave. @ .27 13.50 A3-139-136 Lanovin Moore Mayshaw 7 35 53 494.49 112.36 606.85 3' Slant Lot @ 11.45 = 34.35 P.O. Box 4099 50' Res. Cr. @ 6.05 = 302.50 Stock Yard Station 50' Shallow Lot @ (19.5%) 1.05 = 52.50 402.85 204.00 A3-139-137 Willie Moore and 8 35 t' 222 2,071.26 470.64 2,541.90 222' Res. Cr. @ 6.05 = 1,343.10 Georgia Mae Moore 222' Shallow Lot Cr. @ (66%) Rt. 9, Box 355-C 3.56 = 790.32 222' Exist. Pave. @ .27 = 59.94 2,193.36 348.54 A3-139-138 Otto Williams 13 35 "' 43 401.19 91. 16 492.35 43' Res. Cr. @ 6.05 = 260. 15 Rt. 9, Box 353 43' Exist. Pave. @ .27 = 11.61 271. 76 220.59 A3-139-139 Elbert Douglas 24 31 if 180 1,679.40 381.60 2,061.00 180' Res. Cr. @ 6.05 = 1,089.00 Rt. 9, Box 352 180' Shallow Lot Cr. @ (54%) 2.91 = 523.80 180' Exist. Pave. @ .27 = 48.60 1,661.40 399.60 UNIT leo. 3 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 10 OF 14 CONTRACTOR: TEXAS BITULITHIC CO. CONTRACT DATE& May 24, 1965 UNIT DESCRIPTION& ANGLE AVENUE: 28th Street to Columbus ------DESCRIPTION CF PROPERTY- -ASSESSMENT RAn Pt:x 1"UU1_ CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT No. OiMdER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF FEET CB. & GUT- .PER GUTTER COST ASSESSMENT FRONT FOOT PERLINEAR BEFORE S 9.33 FOOT CREDITS $ 2. 12 $ 11.45 EAST SIDE City of Fort Worth 20 31 Oak Grove 204 1,903.32 432.48 21335.80 100% Cr. City Owned Property = 2,335.80 0.00 City of Fort Worth 1 & 2 31 " 80 746.40 169.60 916.00 100% City Owned Property = 916.00 0.00 ity of Fort Worth 13 thru " 636 5,933.88 1,348.32 7,282.20 100% Cr. City Owned Property = 24 34 7,282.20 0.00 City of Fort Worth 10,11, & " 163 1,520.79 345.56 1,866.35 100% Cr. City Owned Property = 12 42 1,866.35 0.00 A3-139-140 Lottie Freeman 9 42 It 55 513.15 116.60 629.75 5' Slant Lot Cr. @ 11.45 = 57.25 /o Mrs. Mary Corr 50' Res. Cr. @ 6.05 = 302.50 901 West Street 50' Exist. Pave. @ .27 = 13.50 Oakland, Calif. 373.25 256.50 A3-139-141 Lottie Freeman 8 42 if 60 559.80 127.20 687.00 10' Slant Lot @ 11.45 = 114.50 /o Mrs. Mary Corr 50' Res. Cr. @ 6.05 = 302.50 901 West Street 50' Exist. Pave. @ .27 = 13.50 akland, Calif. 430.50 256.50 ity of Fort Worth I thru " 420 3,918.60 890.40 4,809.00 100% Cr. City Owned Property = 7 42 4,809.00 0.00 UNIT No. 3 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 11 OF 14 CONTRACTOR TEXAS BITULITHIC CO. CONTRACT DATEt May 24, 1965 UNIT DESCRIPTION4 ANGLE AVENUE: 28th Street to Columbus DESCRI"ION OF PROPERTY-- ASS] 17E PER FOOT CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB. PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PERLINEAR BEFORE $ 9.33 FOOT CREDITS $ 2.12 $ 11.45 City of Fort Worth 1,2, & Oak Grove 299 2,789.67 633.88 3,423.55 100% Cr. City Owned Property = 3 43 3,423.55 0.00 City of Fort Worth 18 thru M.G. Ellis 280 21612.40 593.60 3,206.00 100% Cr. City Owned Property = 22 174-11 3,206.00 0.00 A3-139-142 Alex Richardson 23 & 24 " 105 979.65 222.60 1,202.25 5' Slant Lot @ 11.45 = 57.25 Rt. 9, Box 399 174- 100' Res. Cr. @ 6.05 = 605.00 100' Exist. Pave. @ .27 27.00 689.25 513.00 A3-139-143 Gazzie Hemphill Williams " 55 513.15 116.60 629.75 5' Slant Lot @ 11.45 = 57.25 Woods 17 52 50' Res. Cr. @ 6.05 = 302.50 2946 Harper 50' Exist. Pave. @ .27 = 13.50 Berkeley, Calif. 373.25 256.50 A3-139-144 Gazzie Hemphill 18 52 " 55 513. 15 116.60 629.75 5' Slant Lot Cr. @ 11.45= 57.25 Williams Woods 50' Res. Cr. ;@ 6.05 = 302.50 2946 Harper 50' Exist. Pave. @ .27 = 13.50 Berkeley, Calif. 373.25 256.50 ENGINEER®S FI__1\iAL ASSESSMENT ROLL UNIT No. 3 OF 5 PAGE No. 12 OF 14 CONTRACTORt T-F.-K 'BITT)ILITHIC CO. CONTRACT DATEs Ylay .24, 1965 UNIT DESCRIPTIONt _435GLE AVENUT,: 28th Street to Columbus DE! (F PROM:Kry ---ASMSMENT RAM P R F 0__ON . CERTIFICATE PROPERTY No. OMER LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB, PROPERTY ADJUSTMENT AMOUNT FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT ER.LINEAR BEFORE S 9-33 FOOT CREDITS $ 2.12 $ 11.45 A3-139-145 D.E. 1,11illcre-n 19 52 14. G. Ellis 55 13-15 116.6c) L-). 75 'Slant Lot 0r, U 11-45= 5'?.25 c/o H. F. Rand-le or 501 Res. Cr. (_u, 6.05 = 302. A dillie Ellis 501 Exist. Pave. Cr. 6 .27= 13-50 2818 HefuLj�o 501 3halloll Lot Cr. 6 (3-51%') .19=� 380.75 247-00 A3-139-146 Amos w. 1jilson 20 52 11 55 513-15 116.6o 629,75 5t Slant Lot Cr. L 11.45 57.23 2824 -Angle kvenu_3 01 Des. Cr. Cz, 6.05 302-50 5T)l Shallow Lot Cr. (e3(12%) .64 32'.00 501 -E,,3ist. Pave. ��, .27 13- 50 405.25 224-50 -A-3-139-147 Itichard J. Crawford 01 52 11 52 485.16 110. 2'' 595,40 21 Sia.at Lot Cr. 11.45 22.90 1411 X. St. 50 ' Res. Cr. @,, 6.05 3, 2.50 Amarillo, Texas 501 Shallow Lot Cr. 1.18 49.00 501 Exist. Pave. G/ .27 13-50 397-90 197-50 A3-139-148 Joske Thompson 22 52 48 .16 lio.24 5')'5.40 91 3205 Angle 5 � Slant Lo Cr. 11.45 22.90 501 Bes. Cr. (,i� 6.05 302-50 1 50' '--xist, Pave. (-D -27 -L3.50 501 Shallow Lot C.". @;(32%) 1.72 86.00 724.90 170.50 ENGINEER®S FINAL ASSESSMENT ROLL UNIT No. 3 OF 5PAGE No. 14 OF 14 CONTRACTOR: TEXAS BITULITHIC CO. CONTRACT DATE& May 24, 1965 UNIT DESCRIPTIONt ANGLE AVENUE: 28th Street to Columbus CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB: PROPERTY ADJUSTMENT No. OWNER FRONT EXCLUSIVE OF AND OWNERAMOUNTS CREDITS OF FEET CB. B GUT.PER GUTTER COST OF FRONT FOOT ER.LINEAR BEFORE $ 9.33 FOOT CREDITS $ 2.12 $ 11.45 A3-139-154 Willie Harriford 1,2, & M.G. Ellis 168.1 1,568.38 356.37 1,924.75 168.1' Res. Cr. @ 6.05 =1,017.00 C/o Emma Lofton 3 52 77.6' Shallow Lot Cr. @ (54%) 703 Cliff 2.91 = 225.82 90.5' Shallow Lot Cr. @ (33%) 1.78 = 161.09 168.1' Exist. Pave.@ .27= 45.39 1,449.30 475.45 A3-139-155 R. C. & Charles Hangal 12 48 M.G. Eilis 188 1,754.04 398.56 2,152.60 42' Converg.Lot @ 11.45= 480.90 2030 Hilburn Dr. Pruitt Sub. 146' Curb only Cr. @ 1.06=154.76 Dallas, Texas 146' Narrow Pave. @ 2.60 (131) = 379.60 146' Exist. Pave. @ .27= 39.42 1,054.68 1,097.92 6,351.1 59,255.77 13,464.33 72,720.10 55,063.17 17,656.93 ENGINEER'S " FINAL ASSESSMENT ROLL PAVING OF CLIFF STREET FROM CLINTON TO ANGLE UNIT No® 4 OF 5 AP 65-139 PROJECT No. 094-22000-101 ROADWAY WIDTH 44 TYPE OF IMPROVEMENT: 7" Reinforced Concrete Pavement with a 7" Curb and 2' Gutter RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPAREET PER FEET ASSESSED ASSESSED TOTAL COST FRONT FOOT CONTRACT $ 90,426.06 10 PER CENT ENGINEERING $ 9,042.61 TOTAL CONTRACT $ 99,468.67 CURB AND GUTTER: RESIDENTIAL 2.12 146.0 $ 309.52 $ 116.60 $ 192.92 COMMERCIAL 2.12 2,819.8 $ 5,978.00 $ 802.04 $ 5,175.96 'rOrTAL FOR CURB AND GUTTER $ 6,287.52 $ 918.64 $ 5,368.88 PAVEMENT: RESIDENTIAL 9.33 146.0 $ 1,362.18 1,136.42 $ 225.76 COMMERCIAL 9.33 2,819.8 $ 26,308.75 $ 14,964.14 $11,344.61 TOTAL FOR PAVEMENT $ 27,670.93 $ 16,100.56 $ 11,570.37 TOTAL ASSESSD $11.45 2,965.8 $ 33,958.45 17,019.20 $ 16,939.25 CITY'S PCRTION $ 82,529.42 ENGINEER'S FINAL ASSESSMENT ROLL UNIT leo. 4 OF 5PAGE No. 2 OF 10 CONTRACTOR: TEViS BITULITHIC CO. CONTRACT DATE: May 241 1965 UNIT DESCRIPTION;& CLIFF STREET CLINTON TO ANGLE CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB. PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNERIS CREDITS OF FEET CB. & GUT- .PER GUTTER COST ASSESSMENT FRONT FOOT ER:LINEAR BEFORE $ 9,33 FOOT CREDITS $ 2.12 $ 11.45 South Side C4-139-101 Eric Koch 6 &7 37 M.G. Ellis 157 19464.81 . 332,84 19797.65 120' Shallow lot cr. 6 1210 Park Street (63.5io) 7.27 = 872.40 37' Shallow lot cr. CS (65.5%) 7.44 = 275.28 157' Exist. Pave. 6.27 = 42.39 11190,07 607.58 04_139-102 Hillery T. Hardeman 17 & 3002 Lee E. 30' 37 it it 158 11474.14 334.96 11809.10 3' slant lot cr. 6 11.45 34.35 of 18 24' res. cr. Cu) 6,05 = 145.20 24' shallow lot cr. (56%) 3.02 = 72.48 24' Exist. Pave. C, .27 = 6.48 131' shallow lot cr. (73.50) 8.41 = 11101,71 131' Exist. Pave. 0 .27 = 35.37 19395.59 413,51 C4-139-103 L, T. & Willard 10 & 36 " V 157 19464.81 332.84 19797.65 118' shallow lot cr. 6 Thomas 11 ( 57.5;0) 6.58 = 776.44 3112 Ross 39' Shallow lot cr. (63.500 7.27 = 283.53 157' Exist. Paue.@.27 = 42.39 19102.36 695.29 ENGINEER'S FINAL ASSESSMENT ROLL UNIT No. 4 of 5PAGE No. 3 OF 10 CONTRACTORS TEXAS BITULITHIC CO. CONTRACT DATE: I,,Iay 24, 1965 UNIT DESCRIPTION& CLIFF STREET CLINTON TO ANGLE D CRIPTION CF PROPERTY ASSESSMENT HATE PFAi FOOT CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PERLINEAR BEFORE S 9.33 FOOT CREDITS South Side $ 2.12 $ 11.45 C4-1399104 Anna Billings 13 36 M.G. Ellis 138 1,287.54 292.56 1,580.10 138' Shallow lot cr. C) 2025 Pearl (71°6) 8.12 = 19120.56 138' Exist. Pave. C.27 = 37.26 1,157.82 422.28 C4-139-105 Anna Billings 14 36 " 17 158.61 36.04 194.65 9' Slant lot c-r.@11.45 103005 2025 Pearl 81 Res. Cr. L) 6.05 = 48.40 8' Exist. Pave„ @ .27 = 2.16 153.61 41.04 C4-1391106 Willard E. Thomas 1 46 if " 152 11418.16 322.24 11740.40 152' Shallow lot cr. C- 2810 2810 Columbus Ave. Pruitt Su (69�) 7.90 = 1 200.80 152' Exist. Pave@.27 = 41.04 1,241.84 498.56 C4-139-107 I1rs. C. H. Johnson 293, " " 165 11539.45 349.80 1,889.25 43' shallow lot cr.@ 3415 Wichita Street 4 46 Pruitt Sub. (10106) 1.14 = 49.02 Houston, Texas 48' shallow lot cr. @ (50i�) 5.72 = 274.56 165' Exist. Pave. @ .27 = 44.55 368.13 19521.12 C4m139-108 Minnie !Nilson & 3 47 " 52.9 493.56 112.15 605.71 6.3' slant lot cr.C:,11.45 72.14 Birdie Moses Pruitt Sub. 46.61 Exist. Pave.C��.27 = 12.58 c% Gertrude Simmons 84.72 520.99 2625 Prospect UNIT No. 4 OF 5 ENGINEER°S FINAL ASSESSMENT ROLL PAGE No. 5 OF 10 CONTRACTORaTexas Bitulithic Co. CONTRACT DATE: May 24' 1965 U1NIT DESCRIPTION1 CLIFF STREET CLINTON TO ANGLE DESCRIPTIM CF PROPEffry 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. & GUT- .PER GUTTER COST ASSESSMENT FRONT FOOT PEPLINEAR BEFORE S 9.33 FOOT CREDITS $2.12 $ 11.45 C4-139-114 C. D. Nichols 7&8 48 A.Q.G. Ellis 65 606.45 137.80 744.25 8' Converging lbt cr.11.45 91,60 P. 0. Box 10248 Pruitt Sub. 571 Narrow Pave. Cr. (131 ) @ 2.60 -- 148.20 239.80 504.45 City of Fort Worth 9 48 it " 32 298.56 67.84 366.40 City own. 100;06 cr. 366.40 0.00 C4-139-115 R. C. & Charles Hangei 10,11 " " 169.9 1,585.17 360.19 11945.36 65' shallow lot cr. C 030 Hilburn Drive & 12 48 " " (500) 5.72 - 371.80 allas, Texas 25' Shallow lot cr. co` (13;06) 1.48 = 37.00 169.9' Exist. Pave. @.27 = 45.87 454.67 1,490.69 (North Side) C4-139-116 Willie Harriford 2 52 " " 16 149.28 33.92 183.20 16' lies. Cr. 06.05 = 96.80 c/o Ep-mia Lofton It " 16' Rear lot cr. @2070 = 43.20 703 Cliff 140«.00 0 43.20 (for paving Lincoln) UNaIT leo. 4 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 6 OF 10 CONTRACTOR: Texas Bitulithic Co. CONTRACT DATE: May 24, 1965 tUNIT DESCRIPTION& CLIFF STREET CLINTON TO ANGLE DESCRIPTION CF PROPERTY- ASSESSMENT F 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. & GUT.PER GUTTER COST ASSESSMENT` FRONT FOOT PERLINEAR BEFORE S 9,33 FOOT CREDITS North Side $ 2.12 $ 11445 C4-139-117 James Early 30 53 M.G. Ellis 50 466.50 106.00 572.50 501 Cb. Only cr. @1.06 = 53.00 2800 Lincoln " '1 501 Fees. Cr.6.05 = 302.50 (for paving Lincoln) 501 Narrow Pave. Cr. (161 )P-1.04 = 52.00 407.50 165.00 C4-139-118 Charley Branch 29 53 It It 36 335.88 76.32 412.20 361 Cb. Only cr. 01.06 = 38.16 2802 Lincoln 361 Res. cr. Cb'6.05 = 217.80 (For paving Lincoln) 361 Narrow Pave. cr. (161 ) @ 1.04 = 37.44 293.40 118$80 City of Fort Worth W. 851 of t1 it 70;8 660.56 150.10 810.66 100% Cr. City Owned 810.66 0,00 11&12 48 City of Fort Worth E. 551 of it it 85.7 799`058 181,69 981.27 100% Cr. City Owned = 981.27 0100 11&12 48 'C4.-139.119 Joe Bronstein 16 47 " " 37 345.21 78.44 423.65 371 shallow lot cr.@(62i0") 3351 Cromart 7.09 = 262.33 371 Exist. Pave. L--,,,.27 =__ 9.99 272.32 151.33 ENGINEER'S FINAL ASSESSMENT ROLL UNIT No. 4 OF 5 PAGE No. 7 OF 10 CONTRACTORS Texas Bitulithic Company CONTRACT DATES May 249 1965 UNIT DESCRIPTION& CLIFF STREET CLINTON TO ANGLE ----MCRIPTIM CF PROPERTY- ASSESSMENT-RA PER FOOT CERTIFICATE PROPERTY No. OWNER LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB: PROPERTY ADJUSTMENT AMOUNT FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. B GUT.PER GUTTER COST ASSESSMENT FRONT FOOT ER.LINEAR BEFORE $ (9®33 FOOT CREDITS $ 2.12 $ 11.45 C4-139-120 E.G. & Joel Rosen 17 47 M.G.Ellis 80 746.40 169.60 916.00 801 Shallow lot cr.@ 312 N.W. 25th St. (83.5%) 9.56 = 764`.80 801 Exist. Pave. @.27 =21.60 786',40 '129.60 C4-139-121 E.G. & Joel Rosen W, 821 of It It 99 923.67 209.88 11133.55 121 slant lot cr. @11.45 137.40 312 N.W. 25th Street 7&8 47 87t Exist. Pave.G,.27 _ 23.49 160.89 972.66 C4-139. 122 Frei Church of God E.531 of t0 if 60 559 B0 127.20 687.00 71 Slant lot cr.@11.45 = 80.15 in Christ in Jesus 7 & 8 47 53' Exist. Pave. cr.C,.27 = 14.31 Name C/o Mrs. R. Al . Ransom 94.46 592.54 1028 Morningside Dr. C4-139-123 Mrs. R. A. Ransom W. 681 " " 77 718.41 163.24 881.65 561 Shallow lot cr. c:. 1028 Morningside Dri v of 20 46 (72%) 8.24 = 461.44 21t Shallow lot cr. @ (79%) 9.04 = 189.84 77' Exist. Pave. C0.27 = 20.79 672.07 209.58 ENGINEER'S FINAL ASSESSMENT ROLL UNIT leo. 4 OF 5 PAGE No. 8 OF 10 CONTRACTOR. Texas Bitulithic Company CONTRACT DATE: May 249 1965 UNIT DESCRIPTI0NCliff Strlinton to et gle DESCR-P= -OF PROPERTY'- ASS1 - - UE PER FWr CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB- PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNERS CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PERLINEAR BEFORE S 9.33 FOOT CREDITS $ 2.12 $ 11.45 C4-139-124 E.G. & Joel Rosen 20 & 46 M.G. Ellis 79 737.07 167.48 904,55 7' slant lot cr.(Dll.45 = 80.15 312 H.W. 25th Street 21 72' shallow lot cr. @ (34,/6) 3.89 = 280,08 721 exist. Pave. @.27 = 19,44 379.67 524,88 C4-139-125 E. G. & Joel Rosen VV,z of " " 79 737.07 167.48 904.55 9' slant lot cr, C11,45 103 05 312 N.W. 25th Street 3 94 46 70' Exist. Pave. 0.27 = 18.90 121,95 782.60 C4-139-126 William Clark Ellison E.� of 79 737.07 167.43 904.55 47' Shallow lot cr,C 306 Davis St. 3 & A (57.5%) 6.58 = 309.26 Navasotay Texas small trian le 321 Shallow lot cr. , approx. 23' on (70/'(')') @ 8.01 = 256.32 Lee Avenue z, 79' Exist. Pave. 00.27 = 21.33 approx. 55' on Cliff 586.91 317.64 Street & Be ng a part of Lot 29 Block 46 ENGINEER'S FINIAL ASSESSMENT ROLL UNIT Pio. 4 OF 5 PAGE No. 9 OF 10 CONTRACTOR: Texas Bitulithic Co. CONTRACT DATEt May 249 1965 UNIT DESCRIPTIOW CLIFF STREET CLINTON TO ANGLE CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURS: PROPERTY ADJUSTMENT AMOUNTNo. OWNER FRONT EXCLUSIVE OF AND OWNER6S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PEILLINEAR BEFORE S 9.33 FOOT CREDITS $ 2.12 $11`.45 C4-139-127 Curly Ockelbe-rry W.50' of IVI.G.Ellis 57 531®81 120.84 652.65 7' Slant cr. @�,11.45 = 80.15 514 Cliff 24 & 23 45 501 Shallow lot cr. C) 27% 3.09 = 154.50 50' Exist. Pave. C).27 = 13,50 248.15 404.50 C4-139-128 Cleo Raynor V,V. 45' of It " 48 447.84 101.76 549.60 3' slant lot cr. @11.45 34,35 512 Cliff E.90t of 45' Exist. Pave. 01.27 = 12.1.5 229239 &24 46.50 503.10 45 C4m139-129 Joel Rosen E.45.": of " " 45 419.85 95.40 515.25 45' exist. Pave. 07.27 = 12,15 503.10 312.N.W. 25th St. 23&24 45 C4d139-130 John J. Freeman 12 36 " " 123 19147.59 260.76 19408.35 123' shallow lot cr. @ 1816 Eden i venue (706) S.47 = 19041.81 1231 Exist. Pave. 0.27 33.21 19075.02 333.33 C4-11$9-131 Willie Winston W. 1/3 of " " 51 475.83 108.12 583.95 46.61 own. occ. cr. @ 412 Cliff 13914915 37 3.20 = 149.12 4.4t slant lot cr.@11.45 50.38 46.6' exist. pave.C,.27 = 12.58 212.08 371.87 ENGINEER'S FINAL ASSESSMENT ROLL UUIT No. 4 OF 5PAGE No.10 OF 10 CONTRACTOR: Texas Bitulithic Company CONTRACT DATE: May 24, 1965 UNIT DESCRIPTION& CLIFF STREET CLINTON TO ANGLE ASSESSMENT RATE- PER Fmr CERTIFICATE PROPERTY No. OWNERLOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB. PROPERTY ADJUSTMENT AMOUNT FRONT EXCLUSIVE OF AND OWNERS CREDITS OF FEET CB. & GUT- .PER GUTTER COST ASSESSMENT FRONT FOOT FJLLINEAR BEFORE S 9.33 FOOT CREDITS $ 2.12 $ 11.45 C4.-139-132 Mary Jordan Middle 37 M.G* Ellis 52 485.16 110.24 595.40 5.4' slant lot cr.C,'111.45 = 61.83 410 Cliff 1/3 of 13, 45' Cb. only cr.01.06 = 47.70 14 & 15 46.6' exist. Pave. 0.27= 12.58 122.11 473.29 C4-139-133 Ora Lee Thomas E. 1/3 of " " 55 513.15 116.60 629.75 8.4' slant lot cr.@11445 = 96.18 c/o Ethel Brown 14915,16 37 46.6' exist. Pave.C.27 = 12.58 408 Cliff 108.76 520.99 C4-1390.134 St. Stephen's W. z of 8 Missionary Baptist &98<10 37 It It 79 737.07 167.48 904.55 9' Slant lot cr.011.45 = 103.05 Church 70' Non profit cr. 06.05 423.50 402 Cliff 70' exist. Pave. @.27 = 18.90 545.45 359.10 C4-139-135 Eric Koch E.e of 37 " " 79 737.07 167.48 904.55 9' slant lot cr. G611.45 = 103.05 1210 Park 8,998,10 70' Exist. Pave.X3.27 = 18.90 121.95 782.60 2,965.8 279670.93�y� 69287.52 339958.45 17,019.20 169939.25 ENGINEER'S FINAL ASSESSMENT ROLL PAVING OF CLINTON FROM 25th Street TO 28th Street UNIT No. 5 OF 5 AP 65-139 PROJECT No. 094-22000-101 ROADWAY WIDTH 44' TYPE OF IMPROVEMENT: 7" Reinforced 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 $ 59,582.90 10 PER CENT ENGINEERING $ 5,958.29 TOTAL CONTRACT $ 65,541. 19 CURB AND GUTTER: RESIDENTIAL 2.12 -0- $ -0- $ -0- $ -0- COMMERCIAL 2.12 3,228.9 $ 62845.27 $ 2,386.28 $ 41458.99 TOTAL FOR CURB AND GUTTER $ 6,845.27 $ 2,386.28 $ 4,458.99 PAVEMENT: RESIDENTIAL 9.33 -0- $ -0- $ -0- $ -0- COMMERCIAL 0-CO CIAL 9.33 33,228.9 $ 30,125.65 $ 11,289.36 $ 18,836.29 TOTAL FOR PAVEMENT $ 30,125.65 $ 11,289.36 $ 18,836.29 TOTAL ASSESSED $ 11.45 3,228.9 $ 36,970.92 $ 13,675.64 $ 23,295.28 CITY'S PCRTION $ 42,245.91 ENGINEER'S FINAL ASSESSMENT ROLL UNIT No. OF 5 PAGE No. 2 OF 8 CONTRACTORt TEXi`6 BITULITHIC GO. CONTRACT DATE: May 241 1965 UNIT DESCRIPTION& CLINTON AVENUE„ 25th Street to 28th Street 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 PERLINEAR BEFORE S 9.33 FOOT CREDITS $ 2.12 $ 11.45 WEST SIDE C5-139-101 J. A. Thompson 1 & 2 24 M. G. Ellis 100 933.00 212.00 11145.00 100' Exist. Pave. @ .27 = 27.00 15118.00 2223 Chestnut Ave. C5-139-102 Jimmie Lee Johnson 3 24 " 50 466.50 106,00 572.50 501 Exist. Pave. @ .27 = 13,5C 559.00 1100 E. Baltimore C5-139-103 Mattie Leffall 4 24 " 50 466.50 106.00 572.50 501 Exist. Pave. @ .27 = 13.50 559.00 810 Capp Street Texarkana' Texas C5-139-104 Lillie Mae Johnson 5 24 " 50 466.50 106.00 572.50 501 Oven. Occ. Cr.@ 3.20 = 160.0 2509 Clinton . 50' C.&G. Cr. @ 2.12 = 106.00 501 Exist. Pave. @ .27 = 13.50 279,50 293.00 C5-139-105 J. H. Fennell 6 24 " 50 466.50 106.00 572.50 501 C. & G. 'Cr. Cj 2.12 = 106.00 c/o Margaret Fennell 501 Exist. Pave. @ .27 = 13 50 2511 Clinton 119.50 453.00 C5-139-106 Richard Harris Estat 7 24 " 50 466.50 106.00 572.50 501 Exist. Pave. @ .27 = 13.50 559400 c% Earlie Harris 3012 Prospect Avenue UNIT No. 5 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 6 OF 8 CONTRACTOR: TEXAS BITULITHIC CO, CONTRACT DATE& May 24, 1965 UNIT DESCRIPTION& CLINTON AVENUE: 25th Street to 28th Street 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 FOOTPER-LINEAR BEFORE $9.33 FOOT CREDITS $ 2. 12 $ 11.45 City of Fort Worth S.10' of 19 M.G. Ellis 160 1,492.80 339.20 1,832.00 100% Cr. City Owned Property = All 20,21 & 1,832.00 0.00 24 43 City of Fort Worth 13 thru 20 It 400 3,732.00 848.00 4,580.00 100% Cr. City Owned Property = 38 4,580.00 0.00 C5-139-125 Paul Ellis 21 38 It 50 466.50 106.00 572.50 50' Exist. Pave. @ .27 = 13.50 559.00 2725 Honeysuckle C5-139-126 Julius Hemphill 22 38 It 50 466.50 106.00 572.50 50' Exist. Pave. @.27 = 13.50 2604 Clinton 50' Own. Occup. Cr. @3.20=160.00 173.50 399.00 C5-139-127 Frank L. Spacek 23 & 24 38 " 100 933.00 212.00 1,145.00 100' Exist. Pave. @ .27 = 27.00 1,118.00 2317 N. Houston C5-139-128 Naomi Archer 13 23 " 50 466.50 106.00 . 572.50 50' Exist. Pave. @ .27 = 13.50 559.00 1717 N. Riverside Dr. C5-139-129 Rosa Lee Deadwyler 14 23 " 50 466.50 106.00 572.50 50' Curb only Cr. @1.06 = 53.00 503 W. 6th St. 50' Exist. Pave. @ .27 = 13. 50 Peoria, Ill. 66.50 506.00 C5-139-130 Leslie Bowden 15 23 " 50 466.50 106.00 572.50 50' Exist. Pave. @ .27 = 13.50 559.00 2522 Clinton UNIT leo. 5 OF 5 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 8 OF 8 CONTRACTORS TEXAS BITULITHIC CO. CONTRACT DATEt May 24, 1965 UNIT DESCRIPTIOW CLINTON AVENUE: 25th Street to 28th Street DESCRIPTIM W PROPERTY- ASSESSMENT RATE PER FOOT- CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB: PROPERTY ADJUSTMENT AMOUR' No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT ER-LINEAR BEFORE $ 9.33 FOOT CREDITS $2. 12 $ 11.45 C5-139-137 Lavada Lee S.33 1/3' ol M.G.Ellis 33.3 310.69 70.60 381.29 33.3' Exist. Pave. @.27 = 8.99 2508 Clinton 21 23 33.3' Own.Occ. Cr. @3.20 =106.56 33.3' C.& G. Cr. @ 2. 12 = 70.60 186.15 195. 14 0-139-138 Leaner Moore 22 23 " 50 466.50 106.00 572.50 50' Exist. Pave. @ .27 = 13.50 559.00 2506 Clinton C5-139-139 Lee Sims 23 23 It 50 466.50 106.00 572.50 50' Curb Cr. @ 1.06 = 53.00 2504 Clinton 50' Exist. Pave. @ .27 = 13.50 66.50 506.00 C5-139-140 E. G. & Joel Rosen .50' of 1° 50 466.50 106.00 572.50 50' Curb Cr. @ 1.06 = 53.00 312 N.W. 25th St. 24 23 50' Exist. 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