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'It/.LO.L fif1S d.L�R[ S.LIQ3� �If10fNtf SSOifl .IN0233 3.Ld�1 xa�:�.n� �Z � q.zn;� ��L u�.tM ����xn� a ax � c a . �� j.W3YV3A02idINI 30 3dJt.L �0� HZQIM AdMQtl02i 8ZT-OOOt�Z-°L60 'o� ,�3FOt�d 5ZT'�'`� dd L 30 °oN .LIN1l p�o� uaaQ �aax�.S xena.�� O.L � anuany :��tr�.z��� 30 JNIAdd TI08.IN�rt1SS3SS�l T�Ut� S•83�II�i3 UNIT No. 6 OF 7 ENGINEER'S' FINAL ASSESSMENT ROLL PAGE No. 2 OF 3 CONTRACTORS TEaAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTION: WARWICK AVENUE Grover Street to Deen Road DESCRIPTION CF PROPERTY ASSESSMENT- RATE,PER FOOT J CERTIFICATE PROPERTY LOT BLOCK ADDITION ' APPARENT IMPROVEME1TS CURB. v 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 $ FOOT CREDITS 4.59 $ 1,86 $ 6.45 Gene Sims B 3. Diamond 69.5 319.00 129.27 448.27 69.5' Res Cr 0 1,05= . 72.98 375.29 2401 Warwick Hill H.M. Stogner 13 3• " 50 229.50 93.00 322.50 50' Res Cr @ 1.05= 52.50 270.00 2403 Warwick J.T. Badgwell 12 3 0 50 229.50 93.00 322.50 50' files cr Q 1.05= 52,J0 270.00 2405 Warwick Floyd Lenhart 10&11 36 " 100 , 459.00 186.00 645.00 100' Res Cr @1.05= 105.00 540.00 2409 Warwick Glen E. Price 9 36 " 50 229.50 93.00 322.50 50' Res Cr @1.05= 52.50 270.00 2411 Warwick _ H.P. Dill 8 36 " 50 229,50 93.00 322.50 50' Res Cr 01.05= 52.50 270.00 51.13 Crowley <';1), i 1 `:u 8 37 " .0 ;3..";, 3- 0,0 f0 50' Re:j Cr 01..05= 5:',50 270.00 ,,p;:fl i UNIT No. 6 OF 7 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 OF 3 CONTRACTab TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTION: WARWICK AVENUE Grover Street to Deen Road _ — YaIPTION OF PROPERTY I ASSESSI'.�AT RATE PER FOOT CERTIFICA12 PROPERTY LG ADDITION ' APPARENT IMPROVEMENTS CURB. • PROPERTY ADJUSTMENT AMOUNT No. O iER FRONT EXCLUSIVE OF AND MFR'S CREDITS OF FEET CB.&GUT.PER GUTTER COST ASS`?SSrE Tr FRONT FOOT PEE:LINEAR BEFORE $ FOOT CREDITS 4.59 $ 1,56 $ 6.45 Moats & .,r: J.B.J.B, ow J. Graham 7 ,i Diamond 50 229.50 93.00 322.50 50' ResCr 01.05= 52,50 270,00 JoodHill 200 Houston La4ui.n American Diamon. 6 3' " 50 229.')0 93.00 322.50 50' ResCr 01.05= 52.50 270,00 al Assembly of God Church 10 Warwick Fred L. Clanton 4&5 37 " 100 459,00 106,00 615.00 100' Res Cr @1.05= 105.00 540.00 2404 Warwick Sabine Valley 3 37 " 50 229.50 93.00 322.50 50' Res cr 0 1.05= 52.50 270.00 Lumber Co., Inc. 4329 East Belknap Vernon Polk A 37 " 72 330.45 133.92 464.40 721 Res Cr 8 1.05= 75.60 388.80 PO Box 4362 `boeky-ards Station IA. Worth, Texas 7/!1 .5 'IM ,/ ,- 1.379.19 4782.67 778.58 4004.09 I II # I ENGINEER'S FINAL ASSESSMENT ROLL PAVING OF Elinor FROM 28th Street r�" TO Beach Street UNIT No. 7 OF 7 AP 64-195 PROJECT No. 097-24000-128 ROADWAY WIDTH 30' TYPE OF IMPROVEMENT: 6" Hot Mix ASphalt Concrete Surface with 7" Curb and 2' Gutter RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT PER FEET ASSESSED ASSESSED TOTAL COST I FRONT FOOT CONTRACT $ 27,440.66 10 PER CENT ENGINEERING $ 2,744.07 TOTAL CONTRACT $ 30,184.73 CURB AND GUTTER: RESIDENTIAL 1.86 3181.5 $ 5,917.59 $ 150.66 $ 5,766.93 COMMERCIAL 1.86 379.1 $ 705.12 $ 46.50 $ 658.62 TOTAL FOR CURB AND GUTTER 1.86 3560.6 $ 6,622.71 $ 197.16 $ 6,425.55 PAVEMENT: RESIDENTIAL 4.59 3181.5 $14,603.10 $ 4,428.66 $ 10,174.44 COMMERCIAL 4.59 379.1 $ 1,740.07 $ 0.00 $ 1,740.07 TOTAL FOR PAVEMENT 4.59 3560.6 $16,343.17 $ 4,423.66 $ 11,914.51 TOTAL ASSESSED $ $ 18 MO-06 6.45 3560.6 $22_, FL 95_RR 4,65482 w • CITY'S PORTION $ 11 844.67 • UNIT too. 7 OF ENGINEER'S' FINAL ASSESSMENT ROLL P..GE No. 2 OF 8 CONTRACTOR: TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTION: ELINOR From 28th St to Beach • C IPTION CF PROPERTY J ESSMENT RATE PV-( tlO)T CERTIFICATE • PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB: ' PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNER'S C 2DITS OF FEET CB. 8. GUT.PER GUTTER COST ASSESSMENT FRONT FcoT PER:LINEAR BEFORE S FOOT CREDITS S S 4.59 1.86 6.45 Ann Young 16 Harlem 207.4 951.97 385.76 1337.74 --0- 1337.73 2801 Elinor Gardens E.Q. Collins, Jr. J 94' of 1 ri 94 1.31.,146 174,E/4 („06.3n , 94' Res Cr n 1,05= 98.70 507.60 2817 Elinor Street .C2. Col -ins, Sr. A, ;f 12819 Elinor 17 It 50 229. ) 93,C0 322.50 50' Res Cr @ 1.05= 52.50 270.00 Edd own Jackson 18C 'I 60 275.40 1=11.60 387.0C 60' Res Cr @ 1.05= 63.00 324.00 UnkSamson Watkins 18B Harlem Garden 60 275.40 111.66 387.00 60' ResCr @ 1.05= 63.00 324.00 2823 Elinor 1 Sylvester Hyman 1_ II 60 ;'> ,if) 1.11.60 q37.00 60' Res er @ 1.05= 63.00 324.00 2825 Elinor Jack M. Estes Jr. 19A A 50 229.50 13,00 )22.50 50' Res Cr @ 1.,05 ; .) 270.00 4004 Shadow Drive I 1 1 1 UNIT No. 7 OF 7 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 3 CF 8 CONTRACTOR: TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTION: ELINOR . ' From 28th St to Beach fION CF PROPERTY ASSESSMENT RATE PER FOOT CERTIFICATE PROPERTY LOT BLOCK ADDITION ' APPARENT IMPROVEMENTS CURB. PROPERTY ADJUSTMENT AMOUNT No. 0LNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PER LINEAR BEFORE 3 FOOT CREDITS 4.59 $ 1.86 $ 6.45 Jack M. Estes Jr. 19B ' arlem 50 229.50 93.00 322.50 50' Ros Cr © 1.05= • 52.50 270,00 +004 Shadow Drive ardens Jack M. Estes Jr. 1.90 " 50 229 ,50 93.00 322,50 50' ResCr 0 1.05-- 52,50 % 00 4CC4 aha&.�w Drive ack A. . Jbes Jr. 1'9 30 229.50 93.00 322.50 50' Res Cr @ 1.05= �i,)0 270.00 004 ShadowDrive lack M. Estes Jr. 20A is 50 229.50 93.00 322.50 50' Res Cr © 1.05= 52.50 270.00 • 004 Shadow Drive jack M. Estes Jr. 20B 'i 50 229.50 93.00 322.50 50' Res Cr © 1.05= 52.50 270.00 : 004 Shadow Drive ack M, Estes Jr. 20C " (, ) 2 5 `) 111_,60 387.00 60' Res Cr 5— 3© 1.0 = 6' ,CO 324.00 004 Shadow Drive Emmett C0 929 El t i 1 ! I i 1 UNIT No. 7 OF 7 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 4 OF 8 C,ONTRiCTOR: TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTION: ELINOR From 28th St. to Beach. t ._'_-. p 'I' i6N-OF PROPERTY ASSESSMENT RATE PER FOOT i CERTIFICATE PROPERTY LOT BLOCK ADDITION ' APPARENT IMPROVEMENTS CURB. a PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND CYYJNER'S CREDITS OF FEET CB. $ GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PER:LINEAR BEFORE S FOOT CREDITS 4.59 $ 1.86 $ 6.45 Claude Ellison 22A Harlem 54 247.86 100.44 314,30 54' nes Cr 0 1,05= 56.70 291,,60 160 E 47th St. Gardens Los Angeles, Calif Y.D. Jones 223 & :35 ' it 55 252,4; 102.30 354.75 132 Curb cr only @.93= 10.23 3003 Elinor of 22C . 55'. Res Cr @ 1.05= _:721.2 ' ,98 286.77 James T. Evans 22C less " 50 229.50 93.00 322.50 501 Res Cr ® 1.05= 52.50 270.00 Sharon Road RFD 1 S 5 ' 13ridgeport,Chim 43912 Jim E. Fenimore & 23A f1 50 00 93 50 22 . . r Anderson Woodard 9 322.r0 50 Res Cr 1.05= 52.50 270,00 3015 Elinor Gert. ude Hymen 667.5' of 1956 Abbie 23B as 67.5 309 , ' 55 . 435.38 67 . Cr 1.0 = 0 8 3 E,1 - , 5 7 . 3 x.50 Thrace ce Broaden N 67. ' of " 67.5 309.83 125.55 435.38 67.5' ResCr 0 1.05= 70.88 364.50 .A.0 ;'taldorf of 233 I 1 . ENGINEER'S FINAL ASSESSMENT ROLL UNIT N°. 7 OF 7 PAGE No. 5 OF 8 CONTRACTOR: TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTION: ELINOR From 28th St. to Begch. .- OWNER LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB: + PROPERTY FRONT EXCLUSIVE OF AND OWNER'S ADJUSTMENTTAMOUNTFEET CB. $ GUT.PER GUTTER COST CREDITS S CLQ FRONT FOOT PER LINEAR BEFORE ASSESSMENT S FOOT CREDITS 4.59 $ 1.86 $ 6.45 _ Argentine Fields 24A Harlem 50 229x50 93.00 322.50 5Or Res Cr @ 1.05= 52.50 270.00 Unknown Gardens Argentine Fields 2413 " 50 22'2:550 Unknown ,;;0 93x00 322.50: r 50 Res CrGr ��� 1 �• - 52.50 270.00 Argentine Fields 240 " 50 %2y.5c93.00 322.50 � r Res Cr 1,05= 52.50 270.001nkno�n c Elmer Revels 25 't 2601193.40 483.60 1677.00r 3041 Elinor 260 Res cr © 1.05= 273.00 100! Side Lot @ 5,40 540.00 813.00 864.00 N.Q. Fretwell 8A it 152 3320 NE 28th 697.68 282.72 980.14.0 152' Res Cr CD 1.05= 159.60 52! Side Lot 0 5.40= 280.80 440.40 540.00 N.Q. Fretwell 8C „ 202.5 929.48 376.65 1306.3 3 r,.� r 3320 r' 28 h �,5 Converging Lot 06.45= 287.W ,.1581 Res Cr n 105= 165,^ 4 3.3 • J 853.20 I I 1 I 1 ENGINEER'S FINAL ASSESSMENT ROLL SIT ro' 7 OF 7 PAGE No. 6 ( $ CONTRACTOR: TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTIONt ELINOR From 28th St. to Beach ` - DESCRIPTION CF PROPERTY ASSLSSMENT RATE PER FOOT CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB. ` PROPERTY No. OWADJUSTMENT MOUNT FRONT EXCLUSIVE OF AND O!NER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASS= ,SMENT FRONT FOOT -"LINEAR BEFORE S FOOT CREDITS 4.59 3 1.86 $ 6.45 r Ida Mae Wilson 9A Harlem 3012 Elinor Gardens 119 546.21 221.34 767.55 21' Converging Lot 06.45 135.45 981 Res Cr © 1.05= 102.90 238.35 529.20 Joe F. Wilson 9B " 70 321.30 130.20 451.50 6' Converging Lot 06.45 38.70 3008 Elinor 64' Res Cr 0 1.05= 67 0 105.90 345.60 Vernie R. Bennett 9C it 120 , 550,80 20 22 . 3000 Elinor 3 774.00 4' Converging Lot cr 06.45 25.80 116' Res Cr © 1.05= 121.80 147.60 626.40 Grant Ellison 10A " 80 367.20 148,80 516.00 80' Res Cr 0 1,05= 84.00 432.00 2920 Elinor Grant Ellison 10B " 50 229,50 "3,00 322.50 50' 2X3 cr 0 1.05= 52.50 270.00 2920 Elinor Grant Ellison _AC ' , i 229,50 ;3,C0 .2,50 f ()' Res Cr @ 1.05= 52.50 270.00 2920 7iiinor ' Mrs. ':firma G. Fre'. 1_ . 11 , ,0 0 1161.00 180' Res Cr @ 1.05= 189.00 972.00 3320 NE 28th UNIT No. 7 OF 7 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 7 OF 8 CONTRACTORS TEXAS BITULITHIC COMPANY CONTRACT D'TEz December 14, 1964 UNIT DESCRIPTIOMt ELINOR From 28th St to Beach Lc. GR-IP'TION OF PROPERTY x _1 '. . • N Co— ' ov CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARL iT IMPROVEMENTS CURB. ` PROPERTY ADJUSTUMT AMOUNT No. O .i,.R FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT x IL LINEAR BEFORE $ FOOT CREDITS __._._.__._. ,___ ,_ 4.59 $ 1.86 $ 6.45 r 1 . Curtis McBride N 601 of Harlem 60 275,40 111.60 387.00 601 Res Cr @1.05= 63.00 324.00 2703 Ennis 12 Gardens McDonald Mortgage Co. S 60' of it 60 275.40 1.11.60 387.00 601 ides Cr @ 1.05= 63,00 324.00 1201 ii Lancaster N 1201 of 12 . T yillie Shaw 3 601 of U 60 275.40 111.60 387,00 601 Res Cr © 1.05= 63.00 324.00 2900 Elinor 12 Joe Bailey Haywood IN12 of 13 a 90 413.10 167.40 580.50 901 ResCr © 1.05= 94.50 2820 Elinor 486.00 Sylvester Jordan S2 of 13 'i 90 413,10 167.40 580.50 90' Res Cr 0 1.05= 94.50 486.00 2818 Elinor Elgin Miller 14 it 180 £26,20 334.80 1161.00 180' Res Cr Q 1.05= 189,00 972.00 "'.l.? ,.1_ir:)r I I I ! I I I I I ENGINEER'S FINAL ASSESSMENT ROLL PAGE too. 7 Cb 7 PAGE P,o. 8 OF 8 CONTRACTOR: TEXAS BITULITHIC COMPANY CONTRACT DATE: December 14, 1964 UNIT DESCRIPTIONt ELINOR From 28th St. to Beach —. �__ 1 SESS:'.ENT RATE PER FOOT CERTIFICATE 77fY Lor BLOCK ' ADDITION 5 APPARENT IMPROVEKE iTS CURS ' PROPERTY ADJUST- `rT AP OU dT No. 1� ..R FRONT EXCLUSIVE OF AND . MINER'S CR. DITS OF FEET CB.B GUT.PER '^UTTER COST ASSESSMENT FRONT FOOT ''; LINEAR BEFORE $ FOOT CREDITS 4.59 $ 1.86 $ 6045 Thomas A. Graves 15 Harlem 171,7 788,10 319,36 1107.46 50' Curb Credit onlyQ.93= 46.50 1060.96 PO Box 622 Gardens Midland, Texas 3560.6 16,343.17 6,622,7 22,965.88 ':62'; 82 18,340.06 5 • I i ( 1 1 1 1 1 1 i TABULATION OF • PAVING THICKNESS FOR 0 • • • Assessment Paving at 7 locations on the North Fast side_ PROJECT NO. 097-24000-128 Type of Pavement 6" H.M.A.C. and 4" Gravel * Within Construction Tolerance SPECIFICATION • U N - 6.0". 40" Unit o. 1Fisher Street from Sylvania to West end of Street • 97' West of West Curb line of Sylvania Avenue, North Quarter. 65CE-1659 6.9" 4.0" 197' West of West Curb line of Sylvania Avenue, Center Line. 65CE-1660 • 5.5"* 5.0" 297' West of West Curb line of Sylvania Avenue, South Quarter. 65CE-1661 6.9" 4.1" 397' West of West Curb line of Sylvania Avenue, Center Line. 65CE-1662 6.0" 4.6" and 24' East of West end of Street. Unit No. 2 - Greer Street from Samuels to West end of Street 50' West of West Curb line of Samuels Avenue, South Quarter. 65CE-1731 5.8"* 4.0" 150' West of West Curb line of Samuels Avenue, Center Line. 65CE-1732 5.6"* 4.5" 250' chest of West Curb line of Samuels Avenue, North Quarter. 65CE-1733 5.99# 4.9" 350' West of West Curb line of Samuels Avenue, Center Line. 65CE-1734 5.7"* 4.6" 450' West of West Curb line of Samuels Avenue, South Quarter. . ' 65CE-1735 5.6"* 4.7" 550' West of West Curb line of Samuels Avenue, Center Line. 65CE-1736 5.99* 4.3" and 75' East of West end of Street. • Unit No. ,' - Carver Avenue from Maple to Leota 50' East of East Curb line of Maple Street, South Quarter. 65C -173$ 6.0"* 4.3" 150' East of East Curb line of Maple Street,. Center Line. 65CE-1739 5.9"* 4.5" 250' East of East Curb line of Maple Street, North Quarter. 65CE-1740 6.0" 4.4" 350' East of East Curb line of Maple Street, Center Line. 65CE-1741 6.1" 4.0" . Unit No. 4 - Alley between Lillian and Dell • 50' South of South Curb line of Lillian, West Quarter. 65CE-1752• 6.8" • 4.1" 150' South of South Curb lin© of Lillian, Center Line. • • 65CE-1753 7.0" 4.0" 250' South of South Curb line of Lillian, East Quarter. 65CE-1754 6.0" 5.0" and 21' North of North Curb line of Dell Street. • Unit No. 5 - Gilcrest Street from Yucca to Primrose 50' North of North Curb line of Yucca Avenue, East Quagter. 65CE-1746 5.8"* 4.5" 150' North of North Curb line of Yucca Avenue, Center Line. 65CE-1747 5.8"* 4.3" 250' North of North Curb line•of Yucca Avenue, West Quarter. 65CE-1743 5.8"* 4.1" 350' North of North Curb. line of Yucca Avenue, Center Line. 65CE-1749 6.0" 4.1" 450' North of North Curb line of Yucca Avenue, East Quarter. 65CE-1750 6.3" 4.0" and 20' South of South Curb line of Primrose Avenue. hr. iirowrlee City of Fort Worth, c ; r. or h 1[ exa.� Ihis .orHn (s) Mayor and Council Communication DATE REFERENCE SUBJECT: Final Payment, Assessment Paving PAGE NUMBER at 7 Locations ,on the Northeast Side, 2 11/4/65 FP-275 Project No. 097-24000-128 1 of Final Council action on the project described below is requested: Project De..cription Name: Assessment Paving at 7 Locations on the Northeast Si e.. C•ntractor: Texas Bitulithic Company Contract Awarded: December 14, 1964 (MzC C-425) Work Order Issued: April 27, 1965 Work Order Effective: May 13, 1965 Date of Final Inspection and Approval: . September 24, 1965 Working Time Bid: 72 Working Days Working Time Used: 70 Working Days Project Cost and Financing Bid Price: $76,627050 Final Contract Cost: $70,584.92 Less penalty for deficiency of hot-mix asphaltic concrete - 627,77 Adjusted Contract Cost $69,957015 Partial Payments Previously Made: 5 Amount: $65,536.33 Final Payment Due: $6,420.82 Final Payment to be Made From Project No. : 097-24000-128 Deviation from Bid Price: $6,042,58 Under-run because of the following: 1) During construction, not as m.nor utility adjustments were required as originally estimated, -;$2,074.9.9 2) Tests made during construction of the sub-grade re- vealed that sub-grade did not require as much lime additive as originally estimated to lower the plasticity index, - 1,994 50 3) Variation between estimated and measured quantities account fot the remaining difference between con- tract price and contract cost. - 1,973009 Total Under-Run $6,042058 Compliance With Specifications Attached is a tabulation of paving test cores showing compliance with specifications within construction tolerances for assessment Paving at 7 Locations ,on the Northeast Side. a During testing on this project, 44 corings were made with the following results: DATE REFERENCE SUBJECT:Final Payment, Assessment Paving PAGE NUMBER at 7 Locations on the Northeast 11/4/65 FP-275 Side, Proj . No. 097-24000-128 2 of 2 Exceeds Even With Under Specs. But Below Paving Specs. Specs. Within Tolerance Tolerance Surface 23 8 13 0 Base 36 8 0 0 The 44 pavement cores averaged 6.26. inches compared with 6.0 inches specified for hot-mix asphaltic concrete and the gravel base averaged 4.25 inches as to 4.0 inches specified. Units 2 and 5, however, showed marginal compliance to depth requirements. Six cores on Unit 2 showed an average thickness of 5.75 inches instead of 6.0 inches specified, for which a penalty of $513.38 was deducted from final payment. Five cores on Unit 5 showed an average thickness of 5.94 inches instead of 6.0 inches specified, for which a penalty of $114.39 was deducted from final payment. Penalties were applied in accordance with standard contract pro- visions which apply when a preponderance of corings show paving within tolerances but below specifications. Overlay of material or reconstruction is required when the corings show thickness below tolerances. Tests made during construction of sub-grade, base and pavement showed that materials used were in compliance with specifica- tions, R-commended Council Action It is recommended that the above project be accepted by adoption of an ordinance and that final payment of $6,420.82 be authorized to Texas Bitulithic Company. JLB:GA attach SUBMITTED BY: DISPOSITION COUNCIL: PROZW BY APPROVED / ��OTHER (DESCRIBE) 0/.. Q! •--(V. .4,;;;. CITY SECRETARY f� - DATE 4C N�'� j...7 � 0-45a..}e7,41 e.r me MANAGER ' ( UtJJL r.'(i • �� �� 00`O�z 05`�� �-a�OaT� s� ��N i0�� r�d,�� `t��n"�i, r-�r;` 0� u L� �3 ��•�-��i��n�.t `��`�'"� � � �� .�aTrlo,z0 �TLS o0°OLz o�°�� =�0°ZQ �� Sa2i ,OS oS°zz£ 0�'�6 0�°62'z US ,� 9� $ iTTQ °d'H ���f.a�i Q��z� ����Z� 'I� S2� 1�� ���G'�i� �Q��6 ���C)z7i o� te ��TMi'•El�. TC�%z 9� 6 a�z,zd � ueT� � _ ��-c.�,z�11 60�7z 00 ° O�tS 00 ° SOT =S0 ° i� �� s� � o0T o0 °�'19 00 ° 98Z 00 ° 65�1 � oot �� 9£ i1�0i �'��a'I p��T� x�-rr�z�ly1. 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