The URL can be used to link to this page

Home My WebLink About024247 RES - 10/10/2000RESOLUTION APPROVING PLANS AND SPECIFICATIONS FOR IMPROVEMENTS TO THE FOLLOWING HIGHWAY IN CORPUS CHRISTI, NUECES COUNTY, TEXAS: Omaha Drive Imnrovements Omaha Drive--I.H. 37 to Leopard Street APPROVING THE DIRECTOR OF ENGINEERING SERVICES' PROJECT CONSTRUCTION COST ESTIMATE INCLUDING AN ESTIMATE OF THE PORTION OF COSTS TO BE PAID BY THE CITY AND THE PORTION TO BE PAID BY ASSESSMENTS; SETTING A PUBLIC HEARING ON THESE PROPOSED ASSESSMENTS TO OCCUR DURING THE NOVEMBER 21, 2000 CITY COUNCIL MEETING; DIHECTING THE CITY SECRETARY TO ARRANGE TO PUBLISH NOTICE OF THIS PUBLIC HEARING; AND ORDERING THE DIRECTOR OF ENGINEERING SERVICES TO PROVIDE WRITTEN NOTICE OF THE PUBLIC HEARING TO PROPERTY OWNERS In its Resolution No. ~)~k4~xt~] , passed on October 10, 2000, the City Council determined that it was necessary to improve and ordered the improvement of the following highway in Corpus Christi, Nueces County, Texas: Omaha Drive--I.H. 37 to Leopard Street (collectively, the "Omaha Drive Improvements Project")(the "Project"). In Resolution No. C) ~Lp~ 4'3, the city council stated that the Project consisted of 3 categories of improvements: 1) street, curb, gutter, and sidewalk improvements to be paid for partly by the city and partly by assessments; 2) driveways to be paid for entirely by assessments; and 3) other improvements, to be paid for by the city, because either the assessment statute did not apply to these improvements or the city was not making assessments to pay for them. The city's department of engineering services prepared detailed Project plans and specifications. The city then received bids to construct the Project accordingly. After evaluating the apparent lowest responsible bid to constntct the Project, the director of engineering services prepared a Project construction cost estimate (attached as Exhibit A). This estimate specifies anticipated total Project construction cost and the city portion of this cost, the preliminary total of assessments, and various assessment rates. The estimate also includes a bid tabulation and a preliminary assessment roll listing proposed assessments against each abutting or affected property. 024247 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The Project plans and specifications are approved. SECTION 2. In accordance with Texas Transportation Code Section 313.024, the Project construction cost estimate is approved; however, the assessments listed in the preliminary assessment roll cannot be imposed until after a public hearing conducted in accordance with state law and the city council's Assessment Process Rules Resolution. SECTION3. A public heating on proposed assessments for the Omaha Street Improvements Project will be held during the City Council's November 21, 2000 meeting. This meeting will begin at 2 p.m. in the City Council Chambers, 1201 Leopard Street, Corpus Christi, Texas. SECTION 4. The city secretary will arrange to publish notice of this public hearing in accordance with the Assessment Process Rules Resolution. SECTION 5. The director of engineering services will provide written notice of the public heating to property owners in accordance with the Assessment Process Rules Resolution. ATTEST: CITY OF CORPUS CHRISTI AlPPROVED: I0 DAY OF (SPC'{'O~'r ,2000. JAMES R. BRAY JR., CITY ATTORNEY By: J . Burke,Tr. ~ ~ · y Attorney ~ Corpus Christi. Texas · ]7he above resolution was passed by the following vote: Samuel L. Neal, Jr. ~ Javier D. Colmenero ~ Melody Cooper Henry Garrett Dr. Arnold Gonzales Rex A. Kinnison Betty Jean Longoria John Longoria Mark Scott 024247 PROJECT CONSTRUCTION COST ESTIMATE OMAHA DRIVE IMPROVEMENTS 1. The Omaha Drive Improvements Project (the "Project") will consist of street, curb, gutter, sidewalk, and driveway improvements to: Omaha Drive--I.H. 37 to Leopard Street sections: a. b. C. e. The streets will be constructed by excavation to a sufficient depth for the following pavement standard 6" curb and gutter section; 8" limed subgrade 8" limed base; and 2" HMAC-Type D and width of 28 feet measured from the back-of-curb to back-of- curb. Sidewalk improvements will also include 4 foot-wide reinforced concrete sidewalks, four inches thick. 4. Reinforced concrete driveways will be constructed. ITEM to be assessed against abutting property and its owners is summarized below: BID PRICES FOR ASSESSABLE IMPROVEMENTS (PLUS ENGINEERING COSTS) ADJUSTED PER CORPUS CHRISTI CODE SECTION 49-21 A. Pavement, Curb, and Gutter Improvements Applying Corpus Christi Code Section 49-21, the estimated amount per front-foot proposed $21.71 perL.F. Base Bid Item: Omaha Drive 28' Back-of-Curb to Back-of- Curb CB-B") MAXIMUM ASSESSMENT RATES PER CORPUS CHRISTI CODE SECTION 49-21 $19.50 per L.F. B. Sidewalks C. Driveways $2.59 per S.F. $4.32 per S.F. $1.00 per S.F. $4.32 per S.F. Property which sides along the street being improved will be assessed at the rates specified above. Property backing onto a street being improved will be assessed at the rates specified above except if access is prohibited. In that event, the rates will be reduced 50%. EXHIBIT Page 1 of 2 6. Under Corpus Christi Code Section 49-21, special assessment rates apply to certain residential, church, and school properties as follows: ITEM SPECIAL ASSESSMENT RATES PER CORPUS CHRISTI CODE SECTION 49-21 A. Pavement, Curb, and Gutter Improvements $ 9.75 per L.F. B. Sidewalks $ 1.00 per S.F. C. Driveways $ 4.32 per S.F. For property siding on a street being improved, assessment rates for curb, gutter, pavement, and sidewalk improvements will not exceed 50% of the respective rates specified in the immediately preceding chart. Except where the property is more than 250 feet in depth, property backing on the street being improved will not be assessed for curb, gutter, and pavement improvements tinless driveway access is allowed. If driveway access is allowed, then the assessment rate will be 50% of the residential fronting rate for curb, gutter, and pavement, and 50% of the residential rate for sidewalks. Except as otherwise provided in section 49-21, where a sidewalk exists in front of the property, there will be no sidewalk assessment. Finally, if the property is over 250 in depth, the assessment rates will be the same as if the property were fronting the street. Anticipated Total Project Construction Cost* Preliminary Total of Assessments City Portion $ 898,763.00 $126.982.07 $ 771,780.93 (*See Project bid tabulation attached as Exhibit 2). 8. A preliminary Project assessment roll is attached as Exhibit 3. CITY OF CORPUS CHRISTI ~d ~-- Name?Angel R.Escobar, P.E. Title: Director of Engineering Services Date: EXHIBIT "1" Page 2 of 2 COMP. NO. 980208T.DWG SCALE: 1' - 52' TADULATIDN DF 9IDS SHEET ~ Or 4 DEPARTMENT DF ENGINEERING SERVICES - CITY DF CORPUS CHRISTI, TEXAS TADIX.ATEla lay, 8A$S l, VELSH ENGINErRING--ENGINEER'S ESTIMATE, $1,065,100.00 THURSDAY, StrPTDtrc. R 2/, 2000 TIHE OF OMAHA DRIVE IHPROVEHENTS, ASPHN.T PAVING e, CDN~TRUC'r~DN (APCC~ LEOPARD ST. TO IH-37 (PROJ. 6087) 4~ HEkr..ru~ ROA~ ~ CHR]$TZ, TEXAS 78408 COMPLETION, 240 VORKINO DAYS AS. rP m, AT. m, 471 LF 40.035.00 I 49.455.00 I EA 2°300.00 2.300.00 4.700.00 4.700,00 262 LF 56.00 14.672.00 72,50 18.995.00 420 LF 4O~X] 16.800.00 55.00 23.100~0 92 LF 35~0 3.PPO.O0 60.00 5'520.00 44 LF 30.00 1 .'lpn no 55.00 P .4PO.OO 978 SY 45.00 4.~ .74(1 fin 35~0 34 fi~o nfi I rA J .500.00 1 .~nn fin 1200.00 I P~n nn I FA 2 .PO~ no 2 .pNI nn 8.750.00 p .7~n no 2 rA 3.000.00 6.000.O0 2.250.00 4 .Onn nn I EA 3.300~0 3.300.00 3.600.00 3.600.O0 4080 Mr 9.00 36.180.00 8.50 34.170.00 7600 SF 4.00 3n .4fin nn 4.25 .~p .qnn nn t393P SF' 3.00 4t.79~.00 2.75 3R.313.00 1300 LF 3,00 3.900.00 1.85 1 .S25.00 1000 SY 20.00 P~ ~OO no 1 ~'50 1 p ..qnn no 267.863.00 2692.68,00 CL 4, Pvc FeE 40 LF 26.75 1.070.00 50.00 2.000.00 C2. v lu./Ix x VA~.Am.E mm~s aa~ 2 EA 575.00 1.150.00 150.00 300.00 C4. r'mE HYalk~ &uom.v 3 EA 32.00.00 9.600.00 1.350.00 4.050.00 C5, y m, TE v~.v~ vn14 .w. 4 EA 750.00 3.000.00 800.00 3.200.00 C6.. v m x X* ~ ~ m ~ 6 rA 200.00 1200.00 100.00 600.00 C10. v c~[ vN.v~ vrm ~ 8 EA 750.00 6.000.00 1.000.00 8.000,00 C11. e' m sr ,. 5 EA 550.00 8.750.00 390.00 1.950.00 C17. m4. x e ~r Is ~. 4 EA 1.500.00 6.000.00 1.750.00 7.000.00 C18. 14. ~ fr ~. 4 EA 2.000.00 8.000.00 2.500.00 10.00(].00 C19. ~4. lu, ,wkv v&v~ b-aN am 3 rA 5.000.00 15.000.00 4.600,00 13.900.00 PPp. TEX,~r P~V~YBeT PATesare Fm W~X LUgS 1500 SY 20~0 30.000.00 12.50 18350.00 ~a.- vA'm. rm8 <u - r.~ 332.990,00 892.051,25 DI. ~ CUVAm nm v xc 6800 SY 5.00 34.000.00 29.00 197200.00 82. ,r ~Mc ~ .v 5450 SY 6.~ 32.700,~ 5.40 ~9.430.00 83. ~ ~ ~ ~9~ SY 9.00 61.;00.00 6.05 41.140.00 87. ~ ~ 3 DAYS 3~.00 ~o.~ 1.000.00 3.000 nn 867,863.00 131,410.00 332,990.00 166,500.00 S898.763.00 269,268.00 95,410.00 292,051.25 342,480.00 $999,149.25 EXHIBIT "2" Page I of 4 COMP. NO. 980208T.DWG SCALE: 1"52' TABULATION OF BIDS SHEET 2 OF 4 DEPARTMENT DF ENGINEERING SERVICES - CITY OF CORPUS CHRISTL TEXAS TA~ULATED BY' DASS L VELSH ENGZNEERING ENG~NEER'S ESTIMATE' $1,065,100.00 DATE, THURSDAY, SEPTEMBER 81, PO00 TIME nF COMPLETInN, ~40 VDRKING DAYS OMAHA DRIVE IMPROVEMENTS, LEOPARD ST. TO IH-37 (PRDJ. 6087) I EA 4°965.00 4365.00 6,100,00 6.100.00 480 LF 53,00 2P.260.00 84~X) 35280.00 I EA 4 ,L~)0,00 4,800.00 3,750.00 3,750,00 40~0 LF 9,50 38,190.00 9.00 36.180.00 898,204,60 3'30,484.40 riP. ,S' pvc r~. r., - e cur 1010 LF 30,00 *n3. ,.r Pvc Pr... 4, - ff gUT 185 LF ae.oo .n6. ,~, =~n',er s emvrr 50 EA 590,00 C9,, ~,' I~ ~ x v~ ~ ~ 8 EA :=40,00 C4. m ~ my 3 EA ~,300,00 C~. ~ ~ v~ ~ p 4 EA 5~,00 C~. v~x~m~ 6 EA ~.~ C9. r m ~ x v~ ~ ~ 8 EA 430.00 CIL ~ ~ f L 5 EA 3~0.00 C13. ~ ~ · ~ .~ ~ ~ ~ EA 6~00 C15. ~ ~ ~0~5 LF lO C18. p* ~ ~ ~ 4 ~A 8,30~00 C19. p' ~v v~ ~ ~ 3 [A 4,~0,00 C81. ~ ~ ~ w~ ~ 5415 LF C~* ~ ~ ~ ~ vA~ ~ 1500 SY 10~ D1. ,~i,,~., Et,~VA~n4 m 1' Ic 6800 SY 8.50 30.300.00 83,00 23 5.190.00 :=P nO 4.070.00 10.000,00 1.700.00 6.800.0Q 9 ,000.00 2.:=70,00 6,glO.O0 29,500,00 750.00 37.500.00 18.500.00 P3.00 4e.550.00 140.030~0 140.035.00 2,600,00 50,00 :=,O00,OO 480.00 150,00 300,00 4P4.00 75 nn 300,00 6,900,00 8,500,00 7,500.00 :=.000.00 670,00 2,680,00 1,500.00 138.00 792.00 := 250.00 :=3.00 1,7L=5,00 44.550,00 ;~3.00 46.575,00 3.440.D0 300,00 P .400.00 6,400.00 1,140,00 9,1:=0.00 1.600.00 :=60,00 1,300.00 40n nn 320.00 3~0.00 1 ~X),00 :=34,00 4(:8,00 57.800.00 9,60 65 280.00 38.150.00 6.20 33,790.00 68.000,00 6,25 5.000.00 15.00 7.500.00 :=55.850.00 :=84,910.00 29;P,:=04.60 350,484,40 140,030.00 140,035.00 356,915.00 345,211.25 855,850,00 E:14,910,00 $1,044,999.60 $1,050,640.65 EXHIBIT "2" Page 2 of 4 COMP. NO. 98020BT.D~ SCALF; 1"'52' TABULATION DF BIDS SHE? 3 OF 4 DEPARTMENT DF ENGINEERING SERVICES - CITY DF CORPUS CHRISTL TEXAS TABULATED BYi BASS & VELSH ENGIN~ERING--ENGXNEER'S ESTIHATD $1.065,100.00 DATEI THURSDAY, SEPTEMrc. R 81, 2000 TIME OF COMPLETION, 240 YEAKING DAYS HDI3T JOHNSON OMAHA DRIVE IMPROVEMENTS, PAI~ t PATE ENTERPRXSES. INC. CDNSTRUCTZI]N. INC. LEOPARD ST. TO IH-37 (PRDJ. 6087) ~ VN_LE~ 700 ~ ~ THE V~. ~ 17390 H1LLS~I]RI~ TEXAS 76~45 Rp..r ~ ~. v - v ~ 1010 LF 31.00 31"310.00 30.00 30.300.00 114. rll~mmLA~S r----~ r f/Im ~t I m 4 EA 2.300/10 9.L~O{M]O 1.800~ 7 200.00 B~ r~r,m ,.__ ~----~ r f , I' ~ 3 FA 2.600.00 7.800~D 2~00/10 8.400/10 C1. 4. Pvc Pu~ 40 LF 75,00 3.000/10 22/10 880/10 C2. 4. K n~ x VWnAU toga UZg 2 EA 100/10 20GO0 300/10 600.00 C4, rm~ Hrm~T my 3 EA 1.900,00 5.700.00 3.00~00 9.001~00 C~i. v ~ vtv~ wm ~. 4 EA 400,00 1.600/10 50~00 2.000.00 C~. v ~ x x, ~m8 m PK minx 6 EA 250.00 1.500~0 30l~OO 1.800.00 c7., _ _ 7. bF =" 2.475.00 20.00 1.500.00 C8. P Pvc Puz 2085 31.00 62.775.00 24.00 48.600.00 C10. v r~ VaLV~ V~ ]~ 8 CA 660/10 5.280.00 700.00 5.600.00 CI:~ J' m x ar s. m ,mAz 2 EA 240.00 480.00 400,00 80~00 C15. e4- P~ 20~".i LF 97/10 196.425.00 80/10 162J00.00 C17. ~P x e~ us* m EL 4 [A 1.7~00 6.800.00 1.500/10 C21. Tree4 $N~Tr rm VATIX m 5415 LF 3.00 16.945.00 2.00 10~130.00 C22. me~ PAV~T PATCHtoO rm w~a u~s 1500 SY 1~00 27/100.00 20.00 30.000.00 · OTN~- VAn~ ms ua - r.R 375.269/10 338.710.00 6800 SY 7.00 47.600.00 8.00 54.400.00 5450 SY 7/10 38.150.00 10.00 54.500.00 ~.ROO SY 10.00 68~00.00 12.00 81.600.00 6800 SY 3~0 ~n .4on nn 9.00 ~1 .~nn.nn 500 LF ~7.50 13.500/10 32/10 16.000.00 I LS 20.000.00 2n~Oo.nn 40.000.00 4n.nno.o0 3 DAYS 100.00 300.00 5.000.00 15.000.00 207.950.00 ~P .700.00 357,~49.00 351,968.00 146.290.00 147o100.00 375,269.00 338.710/10 207,950.00 322o700.00 S1.086.758.00 Sl .160.472/10 EXHIBIT "2" Page 3 of 4 COMP, NO. 9~020BT,D~ TABULATION OF BIDS SHED 4 OF 4 SC~U~ r - 52' DEPARTMENT OF ENGINEERING SERVICES - CITY OF CORPUS CHRISTI, TEXAS TAgULATED 9Y~ 9AS$ & VELSH ;NGiNEERZNG--ENGINEER'S ESTIHATD $1,065,100~0 /)ATE, THURSDAY, $rPTEleER 21, 2000 TIME OF CnMPLETION~ 240 VDRKING DAYS OMAHA DRIVE IMPROVEMENTS, LEOPARD ST. TO IH-37 (PROJ. 6087) I EA 114~0 114.00 471 LF lP4.00 58.404~D I EA 4`200~0 4200.00 262 Mr 9g~O 92 Mr 70,00 44 LF 69.(X) 3 .p,9.A nn 972 $Y 4E, M 44.71P.NI I EA 1 .gO0.OO ~ .ek~n nn P [A 4.3~0,00 8 ~n nn I [A 4,800,00 4020 Mr 12:D0 4824000 7600 $F 7nn .~q~nnnn 363,870,00 93. J'PVCP~L4,-VCUT 185 LF 39,00 e&. ~- ~ev ~e e~vrr 50 rA 700,00 RT. ~ ,--nv ne ~e r~e ~ 3250 LF p_nn C2. f ~ ~ x vegau: xNm4 ~ 2 ;A 126,00 C3, 4, M, uP 4 EA 39.00 C4, ring Hv'e~e' mY 3 EA 2,400~0 C~ v ~ VRLVI: ~ m. 4 EA 700,00 C6, v~aegn~xwuaewPFcm,e.z 6 EA 71.00 C8. r eve eye 2025 3n nn C9. r e ~ x v~ ~te~a ~ 8 [A 300.00 C1~ v c~ v&v~ vn~ e 8 (A 940.00 Cll. r ~tr ~ 5 EA 220~)0 C1~ t m x ~ ,r p~ ~ E EA 160.00 C1~ ~ re~ 2025 LF 95~X) C17, p, xaevrme. 4 EA 1,800,00 C21. Tm~ se~n rue VAITa cmtfmjcT]m 5415 LF L30 CP2, meetew P~vee~ P~gmm e vA;e Leg 1500 $Y 3,000,00 259.,00 15~00 7,200,00 2,800,00 4E6,00 3.750,00 60o750,00 ?.400.00 7,58'0.00 1,100.00 192.375,00 7,200,00 8,800.00 15.900.00 7.039.50 383,746,50 74,800.00 38.150,00 54.400,00 363,870.00 174,575.00 383,746.50 247,850~10 $1,170.041.50 EXHIBIT "2" Page 4 of 4 Preliminary Assessment Roll Omaha Drive SWeet Improvements Leopard to I.H. 37 Frontage Road The streets shall be constructed by excavation to a width end depth to permit the laying of a standard 6" curb end gutter section, 8' compacted lime stabilized subgrade, 8" compacted caliche ba~. 2" Type "D" Hot mix aspbaltic pavement. The sweets shall be 28' wide end constructed within the existing right-of-way. There will be 4' wide stendard reinforced concrete sidewalks 4" thick end 6" thick reinforced concrete driveway. The assessment rates have been calculated in accordance with the City's current assessment poticy and the low bid prices submitted by 2h'phalt Paving ConsU'uction Co. The assessment ~t__~_ are as follows: Adjusted Item Bid'P~us Assessment Engineering Cost Rates 6" C .G. & PVMT.-28"-0' B-B Sidewalk - 4' Cone. Driveways $21.71L.F. $2.595.F. $4.325.F. $19.50 IF. $ 1.00 S.F. $ 4.32 S.F. Residential, Church & School Property 6" C.G. & PVMT. Sidewalk (4') Driveways $ 9.75 L.F. $ 1.00 S.F. $ 4.32 S.F. Cost 1/2 Street (C.G., Pavement & S/W 28' B-B) $24.30 L.F. Total Bid Price $898,763.00 Preliminary Assessments 126,982.07 City Share $771,780.93 - / ~19,9., 'Angel R. Escobar, P.E. Director of Engineering Services EXHIBIT "3" Page I of 9 October 2, 2000 ITEM OWNER AND NO. PROPERTY DESCRIFrlON 4 2 DESCRIPTION QUANTITY OF ASSESSED AKqI~.~M~..NT RATE PRELIMINARY ASSESSMENT ROLL OMAHA DRIVE FROM LEOPARD STREET TO I-I-B7 S. FRONTAGE ROAD NORTHSIDE WILLIAM DISTRIBUTING CO. 601 19TH ST., SUitE $00, 78408 LOT 1, 8A CT I0' OF 3A, BLK 1 ELLENDALE GARDENS NO. 3 B-4& 1-2 GULF COAST COUNCIL OF LA RAZA INC. 2230 BALDWIN ST., 78405 LOTS 9-10 & 5' LOT 11 Ell .gSIDALE GARDENS NO. 2 A-2 B.L. GUESS, INC. 728 ELIZABETH, 78405 LOTS 12, 13 LESS N. 10' LOT 13 ELLENDALE GARDENS NO. 2 A-2 ARTURO GONZALEZ 805 OMAHA. 78408 LOT 1, BLK 2 VANCURA ADDN. A-2 AMOUNT 123.27 L.F.C.O. & PVMT. 19.50 2403.77 245.08 S.F S/W 1.00 245.08 686.00 S.F. D/W 1-62' 4.32 2963.52 TOTAL AMOUNT ~612.37 300.16 L.F.C.G. & PVMT. 19.50 5853.12 1048.64 S.F S/~V 1.00 1048.64 207.45 S.F. D/W 1-18' 4.32 896.18 228.45 S.F. D/W 1-20' 4.32 986.90 189.62 L.F .C .G. & PVMT. 19.50 3697.59 658.48 S.F. S/W 1.00 658.48 289.95 S.F. D/W 1-25 4.32 1252.58 VANCURA DRIVE INTERSECTION 69.28 L.F.C.G & PVMT. 19.50 1350.96 277.12 S.F. S/W 1.00 277.12 8784.84 5608.65 1~8.08 EXHIBIT "Y' H:V:IOME\CRISTIG~GEN~TABLES Page 2 of 9 ITEM OWNER AND No. PROPERTY DESCRIPTION 5 C.L. HA GGERTON ET UX 803 OMAHA, 78408 LOT 21, SHIPP TRACT A-2 DESCRH'TION QUANlrlY OF A~ESSED ASSF..~SMENT 50.00 L.F.C.G. & PVMT. 160.00 S.F. S/W' 123.45 S.F. D/V,/1-10' RATE 19.50 1.00 4.32 AMOUNT 975.00 160.00 533.30 TOTAL AMOUNT 1568.30 SALVADOR GONZ.AI .F.7 ET UX 805 OMAHA, 78408 LOT 20 SHIPP TRACT A-2 50.00 L.F.C.G. & PVMT. 104,00 S.F. S/W 120A5 S.F,D/W 1-10 162.54 S.F. D/W 1-14 19.50 1.00 4.32 4.32 975.00 104,00 52034 702.17 2301.51 LILLIAN PAVLAS 809 OMAHA, 78408 50' X 140' OUT OF 3 ACRES UNRECORDED SHIPP TRACT A-2 49.93 L.F,C.G. & PVMT, 135.72 S.F. S/W 186.45 S,F. D/V/1-16' 19.50 1.00 4.32 973.64 135.72 805.46 D14.82 8 CONRADO G. PENA ET UX 813 OMAHA, 78408 LOT 5 SH1PP TRACT A-2 50.00 L,F,C.G. & PVMT. 228,45 S,F, D/W 1-20. 120.00 S,F, S/W 19.50 4.32 1.00 975.00 986.90 120.00 2081.90 ERICA L. GARCIA 817 OMAHA, 78408 LOT 6, SHIPP TRACT A-2 72.18 L,F.C.G & PVMT. 196.72 S.F. S/W 123.45 S.F. D/W 1-10. 154.93 S.F, D/W 1-13' 19.50 1.00 4.32 4.32 1407.51 196.72 533.30 669.30 2806.83 IO ELIDA GARCIA 821 OMAHA, 78408 LOT 17, SHIPP TRACT A-2 53.93 L.F.C.G. & PVMT. 123,45 S.F. D/W 1-10. 175.72 S.F. S/W @ 19.50 4.32 1.00 1051.64 533.30 175.72 1760.66 EXHIBIT "3" H:XHOME\CRISTIG\GENXTABLES Page 3 of 9 ITEM OWNER AND No. PROPERTY DI~,~CRIPTION 11 JOSE ALANIZ 82.5 OMAHA, 78408 LOT 16, SHIPP TRACT A-2 DESCRH'TION QUANIriT~/OF A~ESSED ASSF,~SMENT 54.02 L.F.C.G. & PVMT. 176.08 S.F. S/W 12~.45 S.F. D/W 1-10' RATE 19.50 1.00 4.32 AMOUNT 1053.39 176.08 533.30 TOTAL AMOUNT 1762.77 12 GERALD & MARY SHELLER 429 MC CLEOD, 78408 DOC~ 1996043916 UNRECORDED SI'H1}P TRACT A-2 54.02 L.F.C.G. & PVMT. 176.08 S.F. S/W 123.45 S.F. D/V/1-10' 19.50 1.00 4.32 1053.39 176.08 533.30 1762.77 13 MARGARITO MONTELOblGO 841 OMAHA, 78408 LOT 5, SHIPP TRACT A-2 50.02 L.F.C.G. & PVMT 160.08 S.F. S/W 12~.45 S.F. D/W 1-10' 19.50 1.00 4.32 975.39 160.08 53330 1668.77 14 DOUGLAS EDWARDS 1501 - 12TH ST., WEBTRN. 50'OF 100X200 185 AKA SHIPP TRACT. LESS POR TO ROW A-2 50.04 L.F.C.G. & PVMT. 160.16 S.F. S/W 123.45 S.F. D/W 1-10' 19.50 1.00 4.32 975.78 160.16 533.30 1669.24 15 16 PdCHARD SUAREZ 847 OMAHA, 78408 LOT 13. SHIPP TRACT A-2 ROY A. BEAVER P.O. BOX 3307. 78463 LOT 11, SHIPP TRACT A-2 100,05 L.F.C.G. & PVMT. 360.20 S.F. S/~V 123.45 S.F. D/W 1-10' 200.58 L.F.C.G. & PVMT. 564.32 S.F. S/W 336.15 S.FD/W 1-17.5-111' 360.40 S.F. D/W 1-15 - 1-16 19.50 1.00 4.32 19.50 1.00 4.32 4,32 1950.98 360.20 533.30 3911.31 564.32 1452.17 1556.93 2844.48 7484.73 EXHIBIT "Y' H:\HOME\CRIST1G\GENXTABLES Page 4 of 9 ITEM OWNER AND No. pROPERTY DESCRIPTION 17 ~ FAMILY PROPERTIES 1601 ALAMEDA, 78404 LOT 9, SHIPP TRACT AND WEBB TRN UNRECORDE A-2 DESCRH'TION QUANTITY OF ASSeSSeD A.~.~ESSME. NT 200.00 L.F.C.G. & PVMT. 676.00 S.F. S/W 246.90 S.F. D/W 2-I0' 133.95 S.F. D/W 1-1 r HATE 1930 1.00 4.32 4.32 AMOUNT 3900.00 676.00 1066.61 578.66 TOTAL AMOUNT 6221.27 18 GUADALUPE GAR7_,A 1830 JORDAN, 78412 LOT 8 & ADJACENT TRACT SHIPP TRACT A-2 100.06 L.F.C.G. & PVMT. 320.24 S.F. S/W 123.45 S.F. D/W 1-10' 173.45 S.F. D/W 1-10' 19.50 1.00 4.32 4.32 1951.17 32024 533.30 749.30 3~4.01 19 IERRY MATHIS 12925 E. REDBIRD, 78414 LOT 7 SHIPP TRACT 154.10 L.F.C.G. & PVMT. 476.40 S.F. S/W 577.50 S.F. D/W 19.50 !.00 4.32 3004.95 476.40 2494.80 5976.15 !-H 37 S. FRONTAGE ROAD NTERSEL.-IION END OMAHA DRIVE NORTHSIDE EXHIBIT "3" H:XHOMEXCPJSTIG\GENXTABLES Page 5 of 9 2O 21 CODY JAMES KELLEY RT. I, BOX 404 GEORGE WEST, TX 78022 403 OF AN AC OUT OF LOT B ELLANDALE GARDENS NO. 2 PEGGY ANN GRAY, WANDA GONZALEZ 718 OMAHA+ 78408 .56 ACRE OUT OF LOT A ELLENDALE GARDENS NO. 2 A-2 OMAHA DRIVE FROM LEOPARD TO I-H 37 S. FRONTAGE ROAD SOUTHSIDE 189.78 L.F. OFC.G. & PVMT. 619.12 S.F. S/W 402.50 S.F. D/W 1-35' 101.68 L.F.C.G, & PVIVIT. 350.72 S.F. S/V~r 165.45 S.F. D/~/1-14' 19.50 3700.71 1.00 619.12 4.32 1738.80 19.50 1982.76 1.00 350.72 4.32 714.74 6058.63 3048.22 rlY,,M OWNER AND Ne. PROPERTY DI~.~CRIPTION 22 MRS. MARILYN B. HOFFMAN WORTHINGTON HOTEL 200MAIN ST., SUIiI~ 1201 FORT WORTH, TX 76102 LOT 4 ELLANDALE GARDENS NO. 2 A-2 23 COUNTY TRUSTEE 901 LEOPARD, 78401 LOTS 3-C. 3-D COURTHOUSE ELLENDALE GARDENS NO. 2 A-2 DF.,$CRIFrlON QUAN[I'i'Y' OF ASSESSED ASSI~,~SMENT 100.00 L.F.C.G. & PVIVIT. 400.00 S.F. S/XV 100.00 L.F.C.G. & PVN4T. 304.00 S.F. S/W 165.45 S.F. D/W 1-14' 123.45 S.F. D/~,r 1-10' 19.50 1950.00 1.00 400.00 19.50 1950.00 1.00 304.00 4.32 714.74 4.32 533.30 TOTAL 2350.00 3502.04 EXHIBIT "3" HAHOME\CRJSTIG\GENXTABLES Page 6 of 9 24 25 26 JAY PHILIP WERNER 3418 DENVER~ 78411 LOT 2 & S 20', LOT 1 ELLENDALE GARDE/qS NO. 2 A-2 MADELYN L. VOGLER P.O. BOX 4001, 78469 N. 80' OUT OF LOT 1 ELLENDALE GARDENS NO. 2 A-2 JOHNNIE & JIMMIE IRWIN 3702 BRUSHWOOD, 78415 LOT 16 ELLENDALE GARDENS A-2 120.00 L.F.C.G. & PVMT. 400.00 S.F. S/W 123.45 S,F. D/W 1-10' 123,45 S,F, DRV 1-10' 80,00 L.F.C.G. & PVMT. 280.00 S.F. S/W 123.45 S.F. D/W 1-10' 114.70 L.F.C.G. & PVMT. 378.80 S.F. S/W 123.45 S.F. D/W 1-10' 123.45 S.F. D/W 1-10' 19.50 1.00 4.32 4.32 19.50 1.00 4.32 19.50 1.00 4.32 4.32 2340.00 400.00 533.30 533.30 1560.00 280.00 533.30 2236.65 378.80 533.30 533.30 3806.60 /.37320 3682.05 ITEM OWNER AND No. PROPERTY DESCRIPTION 27 ReEL PENA ET UX 810 OMAHA, 78408 LOT 15 ELLENDALE GARDENS A-2 28 PEDRO G. PENA. ET UX 818 OMAHA. 78408 LOT 14 ELLENDALE GARDENS A-2 DESCRIPTION QUANTITY OF ASSESSED ASSESSMENT 100.07 L.F.C.G. & PVMT. 320.28 S.F. 28.45 S.F. D/~,V 1-20' 99.52 L.F.C.G. & PVNIT. 350.00 S.F. S/W 144.45 S.F. D/re 1-14' 19.50 1.00 4.32 19.50 1.00 4.32 195.37 320.28 122.90 1940.64 350.00 624.02 TOTAL AMOUNT 638.55 2914.66 EXHIBIT "3" H:~HOME\CRISTIG\GEN~TABLES Page 7 of 9 29 ADELINA PENA 826 OMAHA, 78408 LOT 13 ELLENDALE OARDENS A-2 100.02 L.F.C.G. & PVMT. 360.08 S.F. S/W 144.45 S.F. D/W 1-14' 19.50 1.00 4.32 1950.39 360.08 624.02 2934.49 3O BRYAN & LINDA MC COUL 834 OMAHA, 78408 LOT 12 ELLENDALE GARDENS A-2 100.27 L.F.C.G. & PVMT. 337.08 S.F. S/W 186.45 S.F. D/W 1-16' 19.50 1.00 4.32 1955.27 337.08 805.46 3097.81 31 ROY A. BEAVER P.O. BOX 3307, 78463 LOTS 10 & 11 ELLENDALE GAP, DENS A-2 200.21 L.F.C.G. & PVMT. 760.84 S.F S/W 123.45 S.F. D/W 1-10" 19.50 1.00 4.32 3904.10 760.84 533.30 5198.24 ITEM OWNER AND No. pROPERTY DESCRIPTION 32 RUDY GARZA 329 BAKER. 78408 LOT 8 ELLENDALE GARDEN A-2 DESCRIPTION QUANTITY OF ~ ASSESSMENT 199.95 L.F.C.G. & PVMT. 607.80 S.F. S/W 228.45 S.F. D/W 1-20' 312.45 S.F. D/W 1-28' 133.95 S.F. DAV 1-11' RATE 19.50 1.00 4.32 4.32 4.32 AMOUNT 3899.03 607.80 986.90 1349.78 578.66 TOTAL AMOUNT 7422.17 33 yUNKER INDUSTRIES CORP. P.O. BOX 18401. 78480-8401 LOTS 6 & 7 ELLENDALE GARDENS A-2 H:XHOME\CKISTIG\GENXTABLES 200.00 L.F.C.G. & PVMT. 576.00 S.F. S/W 123.45 S.F. D/W 1-t0' 385.95 S.F. D/W 135' 133.95 S.F. D/W l-IV 19.50 1.00 4.32 4.32 4.32 3900.00 576.00 533.30 1667.30 578,66 7255.26 EXHIBIT "3" Page 8 of 9 34 BAY OAK PROPERTIES, INC. 6707 FAWNCLIFF HOUSTON, 'IX 77069-3233 LOTS 4A & 4B ELLENDALE GARDENS 190.52 L.F.C.G. & PVMT. 670.08 S.F. S/W 144.45 S.F, D/W 1-12 133.95 S.F. D/W -1-11 I-H 37 S. FRONTAGE ROAD INTERSECTION END OMAHA DRIVE SOUTHSIDE END PROJECT 19.50 3715.14 1.00 670.08 4.32 624.02. 4.32 578.66 5587.90 12~.82.07 EXHIBIT "3" H:~HOME\CRISTIG\GE'NXTABLES Page 9 of 9