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Home My WebLink AboutOrdinance 9571~. I ORDINANCE N0, ~~ ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF ALTA MESA BOULEVARD (UNIT II) AND PORTIONS OF SITNfDRY OTHE~t STREETS, AVENUES AND PUELIC PLACES IN THE CITY OF FORT WORTH, TEXASE DECLARING THE CONTRACT WITH SRO ASPHALT, INCORPORATED FOR THE CONSTRUCTION OI' SAID IMPROVEMENTS FULLY COMPLETED AND PERFORMEDg DIRECTING THE ISSUANCE, EXECUTION AND DELIVERY OF CERTIFICATES IN EVIDENCE OF SPECL~L ASSI~SSMENTS LEVIED AFTER GYVING 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 TIC CAPTYON OF SAME IN THE MINUTE 8001 OF THL CITY COUNCIL OF FORT WORTH, TEXAS, AND EY FILING THE COMPLETE ORDINANCE IN APPROPRIATE ORDINANCE RECORDS OF SAID CITYg AND PROVIDING AN EFI~CTIVE DATE. WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract with SRO Asphalt, Incorporated , for the malting and construction of certain street improvements on the hereinafter described portions of streets, avenues and public places in said City, tom~iit: ALTA MESA BOULEVARD From 298 feet west of Crowley Road to Hemphill Street, (UNIT II) known and designated as Project No. 030-036691-00, Unit I, a seven-inch thick reinforced concrete pavement with seven-inch. high monolithic concrete curb on a six-inch thick lime stabilized subgrade, so that the finished roadway will consist of two thirty-six feet wide traffic lanes with a twenty-eight feet wide median. Seven-inch thick reinforced concrete turn lanes and median openings will be constructed where specified. Six-inch thick concrete driveway approaches will be constructed where required. CROWLEY ROAD From 300 feet south of Alta Mesa .Boulevard to 409 feet north of Alta Mesa Boulevard, known and designated as Project No 030-036691-00, Unit I-A, a seven-inch thick reinforced concrete pavement with seven-inch high mono- lithic concrete curb on a six-inch thick lime stabilized subgrade, so that the finished roadway will consist of two thirty-six feet wide traffic lanes with a twenty-eight feet wide median. Seven inch thick reinforced concrete turn lanes and median openings will be constructed where specified. Six-inch thick concrete driveway approaches will be^~constructed where required. HEMPHILL STREET From Alta Mesa Boulevard to 355 feet north (Edgecliff Village City Limits), known and designated as Project No. 030-036691-00, Unit I B, a seven-inch thick reinforced concrete pavement with seven-inch high monolithic con- crete curb on a six-inch thick lime stabilized subgrade, so that the finished roadway will consist of two thirty-six feet wide traffic lanes with a twenty-eight feet wide median. Seven-inch thick reinforced concrete turn lanes will be constructed where specified. tivHEN.EAS, by sundry proceedings heretofore passed by the City Council of the City of Fort Worth, Texas, including Ordinance No, 9163 , 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, wHE~~;AS, the City Council of the City of Fort ~'~orth, 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, 9163 , and WHEf1Ef.S, 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 t~rith the contract therefor; NOtiu, TtiEIiEFOR,E, BE IN ORDATIJ~:D ~3Y THE CITY COUNCIL OF THE CITY OF FORT WORTH, 'TES, `THAT Ie 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, IIe The Mayor, be, and he is hereby, directed to issue and execute in the name of the City, certificates in evidence of the special assessments levied against abutting property and the owner thereof for such improvements, and the City Secretary is directed to attest same and impress thereon the corporate seal of the City, all in accordance with the proceedings relating to such improvements and assessments, The certificates shall be numbered, shall describe the property against which the assessment has been levied, shall, where known, state the name or names of the true owners of the respective parcels of pro- perty assessed and shall be issued in an amount equal to the difference between the principal amount of the assessment and the amounts of any credit issued thereon, The numbers of the certificates, with the property descriptions to be shown on the respective certificates, together with the names of the owners of said property, the principal amount of the assessment, the respective credits, if any which are hereby authorized, granted and allowed against the principal amount of some one or more of the assessments heretofore levied, and the principal amount for which each certificate is to be issued after diving effect to such credit, if at~y, are hereby enumerated and itemized as follows: .~ ., ~ ti `' III. When each of the certificates has been duly executed as hereinabove provided, same shall be delivered to the Tax Assessor-Collector as part payment of the contract price. IV. The City Secretary is hereby directed to engross and enroll this ordinance by copying the caption of same in the Minute Book of the City Council of Fort Worth, TexasD and by filing the complete ordinance in the appropriate Ordinance Records of said City, V. This ordinance shall take effect and be in full force and effect from and after the date of its passage. PASSED AND APPROVED THIS ~ day of , 19. APPROVED AS TO FORM AND LEGALITY: ~ .~., ~- City Attorney PROJECT I30. 030-036691, UNIT I, AL'TA MESA BOULEVARD (UNIT II) FROM 298 FEET WEST OF CROWLEY ROAD TO HEMPHILL STREET, to be improved by Constructing a seven-inch thick reinforced concrete ,pavement with }'seven-inch high monolithic concrete curb on a :six-inch thick lime stab ili.Zed subgrade, .so '-,that the finished roadway will consist of two thirty-six feet wide traffic lanes with a twenty-eight feet wide median. Seven-inch thick reinforced concrete turn lanes and median openings will be constructed where specified. Six-inch thick concrete driveway approaches will be constructed where required. BLOCK OWNER LOT ZONING FRONTAGE RATE AMOUNT ASSESSMENT NORTH SIDE EDGECLIFF VILLAGE CITY LIMITS J. VAN RIPER SURVEY 1589 American Stores TR. 98.00' pavement 55.42 5,431.16 Properties 1K- E-Com. 98 00' curb 1.17 114.66 444 East 1st South 1D Salt Lake City, UT 84111 Attn Rick McBrier 5,545.82 END EDGECLIFF VILLAGE CITX LIMITS C,C. Gummn, Jr. TR. 70 00` pavement 55.42 3,879.40 Box 670 1K-1 E-Cam 70 00' .curb 1.17 81.90 Fort Worth, TX 76101 3,961 30 EDGECLIFF III ADDITION City Service Company 1 7 130 00' pavement 55.42 7,204.60 Property Tax Dept. E-Com. 110.00' curb 1.17 128.70 P.O. Box 300 232 05' SF driveway 3.18 737.92 Tulsa, Okla. 74102 8,071 22 CROWLEY ROAD INTERSECTS J. VAN RIPER SURVEY (1589) Louisiana-Hunt Corporation TR. 1,274 87' pavement 55.42 70,653.30 c/o DALCON, Inc. 1-F E-Com.7 1,194 87' curb 1.17 1,398.00 16901 Dallas Parkway 1,274.87' storm drain 97.07 123,751.63 Suite 145 1,274 87' top soil and 3.45 4,398.30 Dallas, Texas 75248 seeding Attn Don R. Plunk 1,274.87' street lights 5.16 6,578.33 acxi pavement m arkings 206, 779 56 SUBTOTAL THIS PAGE 224,357.90 -1- PROJECT NO. 030-036691 , UNIT .I , ALTA 1~SA BOULEVARD (UI~IIT II) FROM 298 FEET i~ST OF CROid.EY ROAD TO BEI~HILL STREET cont. BLACK 04atER LOT 2ANING NORTH SIDE FUTURE STREETS INTERSECTS Louisiana-Hunt Corporation TR. c/o IlAILON, Inc. 1~ C-Apt. 16901 Dallas Parkway Suite 145 Dallas, Texas 75248 Attn. Don R. Plunk FUTURE STREET INTERSECTS Loulsiana-Hunt Corporation TR. c i o DALCON, Inc . 1 E--Comm 16901 Dallas Parkway Suite 145 Dallas, Texas 75248 Attn Don R. Plunk Louisiana-Hunt Corporation TR. c/ o DAII;ON, Inc , 7 E-Com. 16901 Dallas Parkway Suite 145 Dallas, Texas 75248 Attn Don R. Plunk HEMPHILL STREET INTERSECTS SOUTH SIDE Louisiana-Aunt Corporation TR. c/ DALCON, Inc. 7 E-Com 1690I Dallas Parkway Suite 145 Dallas, Texas 75248 Attn Don R. Plunk {. FRONTAGE RATE ArDiJNT ASSESSMENT J. VAN RIPER SURVEY (1589) 1,229.31' pavement 55.42 68,128.36 1,129.31' curb 1.17 1,321.29 1,229.31' storm drain 97.07 119,329.12 1,229.31' top soil 3.45 4,241.12 seed uig 1,229.31' street lights 5.16 6,343.24 ~ pavement marki ngs 199,363.13 1,238 89' pavement 55.42 68,659.28 1,098.89' curb 1,17 1,285.70 1,238.89' stone drain 97.07 120,259.05 1,238 89' top soil and 3.45 4,274 17 seeding 1,238.89' street lights 5 16 6,392 67 & pavement mark ings 200,870.87 G. HERRERA SURVEY 359.95' pavement 55.42 19,948.43 319.95' curb 1.17 374.34 359.95' storm drain 97 07 34,940.35 359 95' top soil and 3 45 1,241.83 seed ulg 359.95' street lights 5 16 1,857.34 & pavement markings 58, 362.29 418..98' pavement 398 98' curb 418 98 storm drain 418.98 top soil and seeding 418 98' street lights ~ pavement m~ 55 42 1.17 97 07 3.45 5 16 -kings 23,219.87 466 81 40,670.39 1,445.48 2,161.94 67,964.4 9 SUBTOTAL THIS PAGE 526, 560.78 -2- PROJECT N0. 030-036691, t1NIT I, ALTA 1~SA BOULEVARD (UNIT II) FRAM 298 FEET WEST OF CROWLEY ROAD TO HEMIPHILL STREET cont.. ` .SOUTH SIDE' BLOCK OWNER IAT 7ANING FRONTAGE 'RATE AMOUNT ASSESSMENT J . VAN RIPER SURVEY (1589 ) Louisiana-Hunt Corporation TR. c/o I34LCON, Inc. 1 E-Com. 1.6901 Dallas Parkway Suite 145 Dallas,. Texas 75248 Attn. Don R. Plunk FUTURE STREET INTERSECTS Louisiana-Hunt Corporation TR c/o DALCON, Znc 1~' C-Apt. 16901 Dallas Parkway Suite 145 Dallas, Texas 75248 Attn Ibn R. Plunk FUTURE STREET INTERSECTS Louisiana-Hunt Corporation TR. c/o DALCON, Inc . 1 ~' E-Com. 16901 Dallas Parkway Suite 145 Dallas, Texas 75248 Attn. Don R, Plunk CROj+~EY ROAD INTERSECTS Nat'l Convenience 1 Stores, Inc. c/o L.B. Walker Assoc. P.0 Box 16290 Houston, TX 77222 1 E-Com , 1,183.64' pavement 55.42 65,597.33 1,063 64' curb 1.17 1,244.46 1, 183.6+' storm drain 97.07 114, 895.93 1,183.64' tap soil and 3.45 4,083.56 seeding 1,183,64' street lights 5.16 6,107.58 pavement markings $191,928.86 1,296.48' pavement 55.42 71,850 92 1,236.48' curb 1 17 1,446.68 1,296.48' sto nn drain 97.07 125,849 31 1,296.48' top soil and 3.45 4,472 86 seed ing 1,296.48' street lights 5 16 6,689.84 & pavement markings 210, 309 61. 1,253.09' pavement 55 42 69,446 25 1,213.09' curb 1 17 1,419 32 1,253.09' stone drain 97.07 121,637.45 1,253 09 top soil. and 3.45 4,323 16 seed ing 1,253.09' street lights 5.16 6,465 94 & pav anent markings 203,292 12 G[JMA1 SHANNON ADDITION 150.00' pavement 130 00' curb 387.05' SF driveway 55 42 8,313 00 1.17 152.10 3 18 1,230.82 9, 695.92 SUBTOTAL THIS PAGE -3- 615,226.51 PROJECT N0. 030-036691, UNIT I , ALTA MESA BOULEVARD (UNIT II) FROM 298 FEET SST OF CfiOGB.EY ROAD TO HEMPHILL STREET cont. i! `( /~ ~ .may,. ~,. BLOCK 4 4 F' a ~ ~ ~. 3 OWNER LOT ZANING FRONTAGE RATE A~'DUNT .ASSESSi~'ENT SOUTH SIDE CROWLEY ROAD INTERSECTS J. VAN RIPER SURVEY (1589) C.C. Gimme, Jr. TR. 148 00' pavement Box 670 1-L E-Com. 148.00' curb Fort Worth, TX 76101 SUBTOTAL THI5 PA(~ 8,375 32 55.42 8,202.16 1.17 173.16 UNTT-I TOTAL COST TO PROPERTIES OWNERS (ASSESSMENTS) 8,375.32 1,374,520 51 -4- PROJECT NO. 030-036691. UNIT I-A. CROWLEY ROAD FROM 300 FEET SOUTH OF ALTA MESA BOiJLEVARD T~0 409 -NORTH OF ALTA .IMESA_BOULEVARD, to be .improved by constructing a seven-inch thick reinforced concrete pavement with 'seven-inch high monolithic :concrete curb on a six-inch thick l ime stabi.li:zed Bubgrade, so that the finished roadway will consist of two thirty-six feet wide traffic lanes wiah a twenty-eight feet wide median. Seven-inch thick reinforced concrete turn lanes and median openings will be constructed where specified. Six-inch thick concrete driveway approaches will be constructed where required. BLOCK OWNER LOT ZONING FRONTAGE RATE AI~flUNT ASSESSMENT WEST SIDE JAN VAN RIPER SURVEY Texas Electric Service 83 00' No benefit 0.00 Company (T.E S.Co ) -0- 0.00 P.O. Box 970 (R. O.W.) Fort Worth, TX 76101 Attn B N. Norris 0.00 Nat'l Convenience Stores, Inc. c/o L.B. Walker Assoc P.0 Box 16290 Houston, TX 77222 GUMM SHANNON ADDITION 1 1 217.00' pavement E-Cvm 197.00' curb 465.00' SF driveway ALTA MESA BLVD. INTERSECTS City Service Company 1 7 Property Tax Dept. E-Cam. P 0 300 Tulsa, Okla 74102 EDGECLIFF III ADDITION 145 00' pavement 125 00' curb 426.25' SF driveway 55 42 12,026.14 1.17 230.44 3 18 1,478 70 55.42 8,035 90 1.17 146.25 3 18 1,355.48 13,735.33 9,537 63 Gtacmi Properties Box 6 70 Fort Worth, TX 76101 J. VAN RIPER SURVEY (1589) Tract 85.00' pavement 55.42 4,710.70 1 K-1 E-Cam. 85.00' curb 1.17 99.45 4,810 15 SUBTOTAL THIS PAGE 28,083 11 -1- _PRUJECT N0. 030-036691, UNIT I A, CROWLEY ROAD FROM 300 FEET SOUTH OF ALTA MESA BOULEVARD TO 409 FEET . ~1ORTH OF ALTA 3~SA BOULEVARD, coat . . ., ` .. ..r9..1 +. ' I BLOCK OWNER LOT ZONING WEST SIDE EDGECLIFF VILLAGE CITY LIMITS GuQ¢n Properties remainder Box 670 Tract Fort Worth, TX 76101 1-K-1 E-Com. FRONTAGE RATE AMJUNT ASSESSMENT J. VAN RIPER SURVEY (1589) 180.00' pavement 55.42 9,975.60 180.00' curb 1.17 210.60 10,186 20 LIMESTONE TRAIL INTERSECTS EASTSIDE Lanh/Ngo Nguyen 1 13 917 Limestone Trail B-Res Fort Worth, TX 76134 END EDGECLIFF VILLAGE CITY LIMITS Louisiana-Hunt Corporation Tract c/o DALCON, Inc 1-F 16901 Dallas Parkway E-Com. Suite 145 Dallas, Texas 75248 Attn Don R Plunk ALTA MESA BLVD INTERSECTS Louisiana-Hunt Corporation Tract c/o DALCON, Inc 1 F 16901 Dallas Parkway E-Cam. Suite 145 Dallas, Texas 75248 Attn Don R Plunk EDGECLIFF VILLAGE ADDITION 120.00 No benefit --0- 0 00 0 00 J VAN RIPER SURVEY (1589) 228.00' pavement 55.42 12,635.76 228,00' curb 1.17 266.76 12,902 52 SUBTOTAL THIS PAGE 206.00' pavement 20b.00' curb 55.42 11,416 52 1.17 241 02 11,657.54 34,746.26 -2- PROJECT NO. 030-036691.. t1NIT I-A. CRO ROAD FROM 300 FEET SOUTH OF ALTA MESA BOULEVARD TO 409 FEET • "NORTH ~OF ALTA MESA ;BOULEVARD, cunt . .. r ~` , BIACR OWNER IAT ZONING EAST SIDE Texas Electric Service C Tract P.O. Box 970 1 A Fort Worth, Texas 76101 E-Com. Attn: B.N. Norris f~ a ~ ,- , FRONTAGE RATE AMOUNT ASSESSMENT J. VAN RIPER SURVEY (1589) 94.00' pavement 55 42 5,209.48 94.00' curb 1.17 109.98 85.25 sq.ft. driveway 3,18 271.10 SUBTOTAL THIS PAGE UNIT-I A ZI~TAL COST TO PROPERTIES OWNERS (ASSESSMIIJTS) -3- 5, 590, 56 5,590 56 68,419 93 ~ 'S ~ PROJECT N0. 030-036691 00 UNIT I--B, HEI~HILL STREET FROM ALTA PESA .BOULEVARD TO 355 FEET 130I~TH EDGECLIFF VILLAGE CITY LIMiIT , to be improved by constructing aseven-inch thick reinforced concrete ' w pavement with seven-inch high morai ithic :concrete curb on :~ six-;inch ,thick lime stabilized sc~bgrade, so -'that the finished roadway will consist of two :thirty-six feetTwide ;traffic lanes with atwenty-eight feet wide median. .Seven-inch .thick reinforced.,, concrete turn lanes and median openings will .be constructed where specified. Six-inch thick concrete driveway approaches will be constructed where required. BIDCK OWNER LOT ZONING FRONTAGE RATE AMOUNT ASSESSMENT WESTSIDE G. HERRERA SURVEY Louisiana-Hunt Corporation Tract 7 259.54' pavement 55.42 14,383.71 c/o DALCON, Inc. E-~om. 239.54' curb 1.17 280 26 16901 Dallas Parkway 259.54' storm drain 97.07 25,193.55 Suite 145 259.54' top soil & 3.45 895.41 Dallas, Texas 75248 seeding Attn. Tbn R, Plunk 259 54' .street lights 5.16 1,339 23 & pavement markings 42,092 16 IDGECLIFF CITY LIMITS EASTSIDE Louisiana-Hunt Corporation Tract. 7 260.46' pavement 55.42 14,434 69 c/o DALCON, Inc. E-Com. 260.46' curb 1.17 34'+ 74 16901 Dallas Parkway 260.46' storm drain 97.07 25,282.85 Suite 145 260.46' top soil & 3,45 898,59 Dallas, Texas 75248 seeding Attn Don R. Plunk 260.4b' street lights 5.16 1,343 97 & pavement markings 42,264.84 SUBTOTAL THIS PAGE 84,357.00 UNTT-I B TOTAL COST TO PROPERTIES OWNERS (ASSESSMENTS) 84,357.00 ALL UNITS TOTAL COST 'TO PROPERTY OWNERS (ASSESSMENTS) $1,527.297.44 TOTAL COST TO CITY OF FORT WORTH 980,155.53 TOTAL ESTIMATED CONSTRUCTION COST 2,507,452 97 -1- Master FLY.~:3% a ACCOUNTING-.2 ~T.RA(!ESP_ORTATl4N~PUBLIG. ~ 3yf.%J~ /J®~ ~/7//IV11 ~ 11 ®/n /~_/~ ~7/ // ~~~~~ Q,~~~~~~®~ HATER AOMINISI RpTiufl d 1 (~{/~((/yJ/ 1(~1(~ O U/~LLLW~~IIfVV/ ~l.J lVW /I IV lV lv `~~~../// tvw DATE REFERENCE SUBJECT FINAL PAYMENT PAGE NUMBER ALTA MESA BOULEVARD (Unit 2) (Crowley 2 2-11-86 **FP-2117 to Hemphill) STREET AND STORM DRAIN '°' IMPROVEMENTS RECOMMENDATION It is recommended that the City Council (1) accept by the adoption of an ordinance Al to Mesa Boul evard ( Crowley to Hemphill) (Unit 2) Street and Storm Drain Improvements, and, (2) authorize final payment in the amount of $116,137.23 to SRO Asphalt Company . PROJECT DESCRIPTION Proj ect Name Proj ect Number Contract Number. Contractor. Contract Awarded Work Order Dated Work Order Effective On or Before Work Began Contract Time Began. Project Substantially Complete and Final Inspection Made: Contract Time Provided. Contract Time Charged. PROJECT COST Al to Mesa Bo ul ev a r d (Crowley to Hemphill) Street and Storm Drain Improvements 30-036692-00 13851 SRO Asphalt Company July 3, 1984, (M&C C-8463) July 18, 1984 August 1, 1984 August 1, 1984 August 1, 1984 November 19, 1985 325 Working Days 261 Working Days Original Bid Price. $2,365,521.67 Final Contract Price• $2,321,888.12 Payments Previously Made 15 Amount of Previous Payments• $2,205,750.89 Final Payments Due. $ 116,137.23 DEVIATION FROM BID PRICE Final measured quantities at contract unit prices yield an earned total price for this contract of $2,321,888.12 which is $43,633.55 (1.84%) under the bid price. The underrun amount is the result of differences between quantities estimated for the contract doc unents and quantities actually used to complete the work . DATE REFERENCE SUBIECT FINAL PAYMENT PAGE NUMBER ALTA MESA BOULEVARD (Unit 2) (Crowley 2 2 of 2-11-86 **FP-2117 m 'll __ _ IMPROVEMENTS FINANCING r Final payment is to be made from Street Improvements Fund No. 30, Al to Mesa Boulevard, Project Number 03669200, Retainage Account No. 205013851 and contract encumbrance No. 13851A. COMPLIANCE WITH SPECIFICATIONS The project has been completed in accordance with the requirements of the contract. DAI do ~; r ~PPROV~R~ ~~) cis ~o~~~~ ~~~ 4 I 1:+: ~~~/, City Secie<c.„;* o .ns City of Fort ~~'"~ fiT .SUBMITTED FOR THE CITY MANAGER'S DISPOSITION BY COUNCIL. PROCESSED BY OFFICE BY ^ APPROVED ORIGINATING O OTHER (DESCRIBE) C DEPARTMENT HEAD• Gary $ant erre CITY SECRETARY DITIONAL INFORMATION W A 7910 Masse ~c~OPtc~ OiC~itlBfiC° ~®Q DATE. CONT C y