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Home My WebLink AboutOrdinance 5276 ORDINANCE NO. �Z L ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF GRA1113M ROAD AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT WITH WORTH CONSTRUCTTOF CO. FOR THE CONSTRUCTION CF SAID IMPROVEMENTS FULLY COMPLETED AND PERFORMED; DIRECTING THE ISSUANCE, EXECUTION AND DELIVERY OF CERTIFICATES IN EVIDENCE OF SPECIAL ASSESS- MENTS LEVIED AFTER GIVING EFFECT TO SUNDRY CREDITS HEREIN AUTHORIZED AND ALLOWED AGAINST SOME OF SAID ASSESSMENTS; DIRECTING THE CITY SECRETARY TO ENGROSS AND ENROLL THIS ORDINANCE BY COPYING THE CAP- TION OF SAME IN THE MINUTE BOOK OF THE CITY COUNCIL OF FORT WORTH, TEXAS, AND BY FILING THE COMPLETE ORDINANCE IN APPROPRIATE ORDINANCE RECORDS OF SAID CITY; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract with Worth Construction Co. for the making and construction of certain street improvements on the hereinafter described portions of streets, avenues and public places in said City, to-wit: 1. Granbury Road; From Trail Lake Drive to Loop 21T Y.nown and designated as Unit No. 6, 4 WHEREAS,'by sundry proceedings heretofore.passed by the City Council of the City of Fort Worth, Texas, including Ordinance No, 4910 , a portion of the cost of said improvements was levied and assessed against the respective properties abutting on each of the above described portions of streets, avenues and public places and against the real and true owners thereof; and, WHEREAS, the City Council of the City of Fort Worth, Texas, has, upon review, found and determined that, in some instances, in order to effect substantial justice and equality, it is desirable and necessary to grant and issue certain credits against some one or more of the assessments levied by Ordinance No. 4910 , and WHEREAS, the street improvements hereinabove mentioned have been completed upon each of the portions of streets, avenues and public places hereinabove described, and have been inspected and found to be in complete accordance with the contract therefor; NOW, THEREFORE, BE IN ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS, THAT: I. The improvements on each of the portions of streets, avenues and public places hereinabove described be, and they are hereby, accepted; and the contract with reference thereto be, and it is hereby, found and declared fully completed and performed. II. The Mayor, be, and he is hereby, directed to issue and execute in the name of the City, certificates in-evidence of the special assessments levied against abutting property and the owner thereof for such improvements, and the City Secretary is directed to attest same and impress thereon the corporate seal of the City, all in accordance with the proceedings relating to such improvements and assessments. The certificates shall be numbered, shall describe the property against which the assessment has been levied, shall, where known, state the name or names of the true owners of the respective parcels of pro- perty assessed andshall be issued in an amount equal to the difference between the principal amount of the assessment and the amounts of any credit issued thereon. The numbers of the certificates, with the property descriptions to be shown on the respective certificates, together with the names of the owners of said property, the principal amount of the assessment, the respective credits, if any which are hereby authorized, granted and allowed against the principal amount of some one or more of the assessments heretofore levied, and the principal amount for which each certificate is to be issued after giving effect to such credit, if any, are hereby enumerated and itemized as follows: III. When each of the certificates has been duly executed as hereinabove provided, same shall be delivered to the Tas Assessor-Collector as part payment of the contract price. IV. The City Secretary is hereby directed to engross and enroll this ordinance by copying the caption of same in the Minute Book of the City Council of Fort Worth, Texas, and by filing the complete ordinance in the appropriate Ordinance Records of said City. V. This ordinance shall take effect and be in full force and effect from and after the date of its passage. PAi6 D AND APPROVED THIS day of , 19i. APPROVED Aa TO FORM AND LEGALITY: City Attorney U M co Od.F4. d O o -4 rn 4H V1 !q a N LO u7 N H A N T ON N 3 ON y to 60 !fl !A Lo O N 10 7 . 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C! m P .N m W ro �vpd U a lu p o o o w H j H aA �a dH aaa o ++ s Cd O NNO 4-1O. �M EtN U Uz mr. Drawl" City o Fort Worth , Texas Mr. � (5) Mayor and Council Communication DATE REFERENCE suairic : Final Payment, Granbury Road PAGE NUMBER Widening and Paving, Contract 11/2/64 FP-170 III Project No. 094-23000-103 1ef 2 Final Council action on the project described below is requested: Pro.lectt Description: Name: Granbury Road Widening and Paving, Contract III Contractor: Worth Construction Company Contract Awarded: June 3, 1963 (M&C C-89) Following agard of the contract, extensive adjustments to remove utility conflicts were required, and difficulties were encountered in the acquisition of necessary right-of- way which delayed work on the project for several months. Work Order Issued: June 15, 1964 Date of Final Inspection and Approval: September 30, 1964 Working Time Bid: 60 Working Days Working Time Used: 46 Working Days Project Cost .and Financing: Bid Price: $93?�691,�8 Final Contract Cost: $99,741.52 Partial Payments Previously Made: 4 Mounts: $85,230.01 Final Payment Due: $14,511.51 Payment to be Made From Project No. 094-2300-103 Deviation from Bid Price: 1) In order to provide a grade which would smooth the flow of traffic, the subgrade was lowered, requiring additional street excavation, to control the crown properly in the interse4t�on at Trail Lake Drive. + $ 934.45 2) Existing sanitary sewer services were lowered to eliminate conflicts with street construction. + 805.94 3) To provide adequate transitions on side streets and the intersection of Trail Lake Drive, it was necessary to extend the base and hot-mix asphaltic concrete surface. + 3,575.00 4) Variations between estimated and measured quantities account for the additional dif- ference between contract cost and contract price. + 12056,95 Total Overrun $6,372.34 DATE REFERENCE SUBJECT: Final Payment, Granbury Road PAGE NUMBER Widening and Paving, Contract 2 2 11/2/64 FP-170 III, Project No. 094-23000-103 of Compliance With Specifications : Attached is a tabulation of paving test cores showing compliance' with specifications within acceptable construction tolerances. Tests made during construction of the sub-base, base, and pave- ment also show that the material used was in compliance with specifications. Recommendation: It is recommended that the above project be accepted by adoption of an ordinance, and final payment of $14,511.51 be authorized to Worth Construction Company. :GA SUBMITTED BY: DISPOSITIO COUNCIL: PROC SED BY APPROVED ^.Q OTNER (DESCRIBE) ' f7c> rN, J 1 P. p1 r 1 ;'X (s!'L�/j➢etc. r CITY SECRETARY DATE CITY MANAGER '!!ABULATION 07 PAVING TRIMNESS 7OR Granbury Road widening and Paving, Contract III PROTECT NO, 094-23000-103 T1YPe of Pavement 7.00" Reinforced Concrete Pavement - 4.0" Gravel STREET LIMITS LABORATORY SURFACE BASE xg SPEC 7-QQ" , SPEC d EAST LANE Sta; 35+5"5, 111 West of East Curb Line. 64CE-862, 7.06" 4,1" Sta 36+55, 17JI West of East Curb Line. 64CE-863 7.25" 4;0" Sta; 37+55, 12e lest of East Curb Line. 64CE-864 • 7.00" 4.3" Sta, 38+55, 6' West of East Curb Line. 64CE-865 7.13" 4.3" Sta- 39+55, 111 West of East Curb Line. 64CE-866 7.19" 4.5" Sta. 40+559 19e West of East Curb Line. 64CE-867 7.o6" 4.5" 38" 4 2" Sta; 4Z+55, 1 f West of East Curb Line. 64CE-868 7 64CE-869 7*06" 4.3" Stae 42+55, 1 West of East Curb Line. . e Sta; 43+559 13' West of East Curb Line. 64CE-870 6.88" * 4.8" Sta; 44+55, 211 West of East Curb Line. 64CE-871 6.93" * 4.9" Sta 45+55, 121 West of East Curb Line. 64CE-872 7.00" 4.2" Sta; 46+559 5e West of East Curb Line. 64CE-8?3 7.06" 4.1" Sta; 47+55, 12*1 West of East Curb. 64CE-874 7.13" 3.9" Sta. 48+559 21e West of East Curb Line., 64CE-8?5 7.00" 4.1" Sta; 49+55, 101 West of East Curb Line. 64CE-876 7.06" 4e2" Sta 50+559 4J' West of East Curb Line. 64CE-8?7 7.00" 4.4" Sta: 51+559 121 West of East Curb Line. 64CE-878 6.88" * 4;6" Sta; 52+559 17Je West of East Curb Line. 64CE-8?9 6.81" * 405" Sta 53+559 111 West of East Curb Line. 64CE-880 7.o6" 4.0" Sta; 54+559 3J' West of East Curb Line. 64CE-881 6.75" * . 4.8" Sta; 55+559 131 west of East Curb Line. 64CE-882 7.75" 3.911 Eta; 56+559 211 West of East Curb Line. 64CE-883 7.13" 4.1" Sta. 57+55, 121 West of East Curb Line. 64CE-884 &88" * 4.6" Sta: 58+55, 3Je -West of East Curb Line. 64CE-865 7.13" 4.0" Stae 59+55, 1 t West of East Curb Line, 64CE-866 7e50" 3.9" Sta. 60+559 21 a West of East Curb Line. 64CE-687 6.81"' * 4.3" Sta. 61+559 11 f West of East Curb Line. 64CE-088 7.25" 4.1" Sta. 62+55, 5e West of East Curb Line, 64CE-889 7.13" 3.9" Sta, 63+559 13*1 West of East Curb Line. 64CE-890 7.00" 4.2" Sta; 64+55t 27f West of Last Curb Line. 64CE-891 .6.88" * 4-4" Stao 65+55, 161 West of East Curb Line., 64CE-892 7.63" 3.9" " Within Construction Tolerance ON WPAVM THTICEAISS POR Gran' Road Widening and Paving, Contract III - PWJ1CT NO. 094-23000-103 Type of Pavement 7.00" Reinforoed Concrete Pavement - 4" Gravel STREET LIMITS LABORATORY SURFACE BASE NUMBER SPEC 7.00" SPEC 4,0" WEST LANE Sta; 35+55, 112t East of West Curb Line, 64CE-893 7.3l" 4.3" Stao 36+55,- 42' East of West Curb Line. 64CE-894 7.43" 4.0" Sta; -37+559 11*1 East of West Curb Line. 64CE-895 . 7.36" 4.1" Sta; 38+559 211 East of West Curb Line, 64CE-896 746" 30'9" Sta; 39+55, 12' East7of West Curb Line. 64CE-897 7.06" 4:4" Sta; 40+55, 42' East of West Curb dine. 64CE-898 7031" 404" Sta; 41+559 11--f East of West Curb Line. 64CE-899 7,5O" 4e5" Sta 42+55, 19jl East of West Curb Line. 64CE-900 7.25" 4.2" Sta; 43+55, 1121 East of West Curb Line, 64CE-901 7.31" 4.5" Stae, 44+559 4' East ,of West Curb Line, 64CE-902 7,00" 3.9" Stao 45+55, 11 ' East -of West Curb Line. 64CE-903 7.19" 4.4" Sta; 46+55, 2 t East of West Curb. Line. 64CE-904 7.13" 4.5" Sta; 47+559 19' East of West Curb Line. 64CE-905 7.25" 4.0" Sta; 48+55-9 ' East of West Curb Line. 64CE-906 7.35" 309" ' Sta; 49+55; 121 East of West Curb Line. 64CE-907 7.29" 4.6" Sta 50+55, 231 East of West Curb Line. 64CE-908 6.91" * 5.2" Sta! 51+559' 121 East of West Curb Line. 64CE-909 7.13" 4.6" Sta; 52+55, 321 East of West Curb Line. 64CE-910 7.00" 4.2" Sta, 53+55, 121 East of West Curb Line. 64CE-911 7.63" 4.1" Sta; 54+55, 1 ' East of West Curb Lane. 64CE-912 7.25" 4;0" Sta 55+559 11 ' East of West Curb Line. 64CE-913 64311 4.8" Sta' 56+55, 3' East of West 8urb. 64CE-914 7.00" 4.1" Sta! 57+55,. 13t East of West Curb Line. 64CE-915 7'00" 4,1" Sta; 58+559 2121 East of West Curb Line. 64CE-916 7.31" 3.9" * Sta 59+55: 1. , East of West Curb Line. 64CE-917 7.06" 4.1" Sta" 60+559 3' East of West Curb Line. 64CE-918 7.56t' 3-8" * Sta; "61+55, 121 East of West Curb Line, 64CE-919 7.75 4.0"Sta; 62+55; 171 East of West Curb Line. 64CE-920 7:88" 3e9" Star: 63+559 13t East of West Curb Line. 64CE-921 -7.50': 4:1" Sta.' 64+559 521 East of West Curb Line. 64CE-922 7.75" 4.2" Sta. 65+55, 121 East of West Curb Line. 64CE-923 7.75" 4.3" • Within Constfuction Tolerance WULATION OF PAVING THICKNESS FOR Granbu7cy Road Widenix+g am Paving~ Contract III PB icof No. 094-23000-103 Type of Pavement 7,000" Cona"te layount " 4*0" Gr " d ++ Within Construotion 'rolera"Of STREIT LIMITS LABORATORY SURFACE BASE IRM7 UR SPEC 7.00" SPEC— MIT ME sta: 35+55r u' West of Fast Curb Line. 64CN-"2 7.06" 4*1" Sts: 36+55t 17J' West of East Curb Line. 64CE-863 7.25" 4.0" sta- 37+559 12t Ust of Fast Curb Line. 64034164 7•00" 4*3". sta- 38+55, 60 West of East Curb Line. " " sta. 39+55, 11 + West of East Curb Line* 664CB-866 7.19" 4.5" sta- 40+-559 19t vest of East Curb sine. 69"67 7.06" 4*5" sta: 41+55i lot West of East Curb Line* 6402--M 7.36" 4.2" sta: 42+559 8V West of East Curb Line* 64CE-869 7*06" 4*3" Sta: 43+55p 131 Went of East Curb Line. 64CE-870 6.88" * 4.8" Sta: 44+55. 21' West of But Curb Line. 64CE-871 6,93" * 4*9" sta. 45+55r 12t West of East Curb Lice, 640E-872 7*00" 4*r sta„: 46+55t 5' west of East Curb Line. 64CE-873 7.06" 4*1" sta* 47+55, i*1 West of East Curb. 64CE-874 7.13" 3*9" sta* 48+55. 21t West of Asst Curb Line. 64CE-875 7.00" 4.1" sta! 49+55 100 West of East Curb Line. 64CE�-876 7-06" 4.2" sta: 50+55: 4*1 West of East Curb Line* 64CE-877 7*00" 4*4" Sts: 51+55t 120 Vest of Fast Curb Line. 640"78 648" * 4:6" Sta. 52+559 174 Went of East Curb Line. 64CE•8?9 6.81" * 4*5" sts! 53+55, 210 West of East Curb Line. 64CE480 TAP 4.0" sta: 54+559 3jt' We9t of East Curb Line. 64CE-881 6.75" * 4*8" * Sta: 55+55r 13t West of Eut Curb Line, 64CB4882 7.75" 3* " 9 Sta. 56+55r 21t Foot of East Cuib Line. 64CE W3 7.13" 4•I" 8ta* 57+559 12' West of Easi Curb Une. 64CZ4 4 6.88" * 4*6" Sta- 58+55v 3il West of East,Curb Line. 64CE-885 7*13" 4.0" Sta- 59+55: t West of East Curb Lime: 64OBoW 7*30" 3.9" Sta. 60+S5 West of East Curb Line. 64CB*887 6*81" * 4*3" sta. 61+559 11 l West of East Curb Line. 64CE•M 7*25" 4.1" * sta. 62+559 5' west of East C arb -Linsv- 6403-889 7.13" 1,9" sta. 63+55, 1* West of Bast Curb Line- 64CE490 7.00" 4.2" Sta: 64+559 271 West of East Curb Line. 64CE+-891 6.88" * 4.4" Sta, 65+559 161' West of East Curb Line. 640-892 7*63" 3.9" 'PABULATION OF PAVING THICHNZSS FOR ftubw Bond widening ad IPsUWf Qoutrsot W PROJECT No. OW23000-103 Type of Pavement 7.00" Reinforced Conorete Pavement • 4" Gravel Within Construotiou Tolerame. STREW LIMITS LABORATORY SURFACE BAST NtJt�ER SPEC SPEC_ SST nrr sta. 35+559 1*1 East of West Curb Line. ' 64CE-893 7.31 4• " sta. 36+559 * East of West Curb Line. 64CE-894 7.43" 4.0" Sta, 37+550 1*1 East of Vest Curb Line. 64CE-895 7.36" 4.4" Sta- 38+55, 21' East of West Curb Line. 64CEs896 7.o6" 3:9" * Sta� 39+55, 121 East of West Curb TA-e 64CM97 7.06" 4.4" Sta: 40t55o 4z' East of West Curb n . 64CE-898 7.31" 4.4" Sta. 41+55# 11- 64CE'-999 7.25" 4• " 1 East of West Curb Une. 5"Sta! 42+55v 141 Met of West Curb Line. 8ta: 43+559 11 b East of West Curb Line. 64CE-901 7.31" 4.5" Sta: 44+559 4' East of west Curb Line. 64CE•902 7.00" 3.9" Sta,: 45+55 East of West Curb Line. 64CE-903 7.19" 4.4" Sta: 46+55: 2� East of West Curb Line. 64CE-904 7.13" 4.5" Sta: 47+559 121 East of West Curb Line. 64CE-905 7.25" a4,0" Sta: 48+559 5*9 East of West Curb List. 64CE-906 7.35" 3• # Sta. 49+559 East of West Curb Line. 64CE-907 1.29" 4. Sta. 50+55, 21 ' East of west Curb Line, 64C&908 6.910 5.2" Ste, 511+550 121 East of West Curb Line. 64CE-909 7.13" 4.6" sta: 52+550 'A East of West Curb Line. 64CE-910 7.00" 4.2" Sta. 53+55, 12' East of west Curb Line. 64CE-911 7.63" 4.1" Sta: 54+55r 18 + East of West Curb Line. 640"12 7.250 4.0" Sta: 55+55i 11 � East of Went Curb Line. 64CE-913 6.93" * 4,8" sta: 56+559 3' East of West dntb. 64CE-914 7.00" 4.1" Sta: 57+55: 131 East of West Curb Line. 64CE-915 7.00" 4,1" Sta: 58+55211P East of West Curb Line. 640-916 7•31" 3.9" Sta, 59+55v 10il East of West Cutb Line. 64CE-917 7.06" 4,1 Ste; 60+559 3' East of West Curb dine. 64CE-918 7.56" 3.6" star 61+559 12, East of West Curb Line. 64CE~919 7.73" 4.0* 8,a; 62+559 17' East of West Curb Line. 64CE-920 7.08" 3,9" sta: 63+55, 131 East of West Curb Dine. 640E-921 7.5M 4.1" Sta. 64+559 W East of West Curb Line. 64CE•922 7.75" 4.2" Stas, 65+559 12f East of West Curb Line. 64C"23 7.75" 4.3"