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Ordinance 5395
h ORDINANCE N0. ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF McKINLEY AVENUE AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT WITH R. W. GIBBINS, INC. FOR THE CONSTRUCTION OF 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 . R, W. Gibbins, Inc, 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. McKINLEY AVENUES From Loraine Street to 29th Street, known and designated as Unit No. 1. 2. TWENTY-SEVENTH STREETS From McKinley Avenue to Roosevelt Avenue, known and designated as Unit No. 2. 3. TWENTY-SEVENTH STREET: From Roosevelt Avenue to Prairie Avenue, known and designated as Unit No. 3. 4. TWENTY-SEVENTH STREET: From Prairie Avenue to Loving Avenue, known and designated as Unit No. 4. 5. TWEMTY-SEVENTH STREET: From Loving Avenue to Columbus Avenue, known and-designated as t]n!'t 9 'S. 6. ROSS AVENUE: From 32nd Street to 33rd Street, known and designated as Unit No. 6. 7. CLINTON AVENUE: From 37th Street to 38th Street, known and designated as Unit No. 7. 8. CLINTON AVENUE: From 28th Street to 29th Street, known and designated as Unit No. 8. 9. CLINTON AVENUE: From 29th Street to 30th Street, known and designated as Unit No. 9. 10. ELLIS AVENUE: From 35th Street to 36th Street, known and designated as Unit No. 10. 11. ELLIS AVENUE: From 36th Street to 37th Street, known and designated as Unit No. 11. 12. ELLIS AVENUES From 28th Street to 29th Street, known and designated as Unit No. 12. 13, THIRTY-FOURTH STREET: From Harding Street to Nichols Street, known and designated as Unit No. 13. 14. OSCAR STREETs From 32nd Street to Diamond Road, known and designated as Unit No. 14. 15. BARBARA ROAD: From Isbell Road to Michigan Drive, known and designated as Unit No. 15. f 16. BARBARA ROAD: From Michigan Drive to the east line of Lot 17, Block 8, Brookside Annex, known and designated as Unit No. 16. WHEREAS.-by sundry proceedings heretofore.passed by the City Council of the City of Fort Worth, Texas, including Ordinance No. 5186 , a portion of the cost of y 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. 5186 , 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 YiuMb1rr &r-ehe14�.describe the property against which the assessment has been levied, shall, where known, state the name or names of the true owners of the~'£eePtti" parrs�pre- 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: Itt. When each of the certificates has been duly executed as hereinabove provid- ed, 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, 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. PASSED AND APPROVED THIS A,4 day of ,, 19 APPROVED AS TO FORM AND LTGALITY: City Attorney S � a V (D LO QY a¢ 10 o QOD U) of p to !A a 'O �. S O F F a! 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C14 cli cli 'T Cl) C\11 N, C14 C\j la JO Fa 1) 0 \Cl) \Cc) H �� N S o c m O to ai m U fYl Q LO Cil N N V ,O 10 LO '1 O k -N o O�tf7 OIt17 O S 00 m w p. . a x 11 CJ .O v cv 10 a, d=ri 'r c .T. 0 w0`� co .--i C� OD.-i 0, � N N N I N A al. c O I 0. If 10 � . •.,A t Y �I Cli II II Ceti,' Rl W O N O` O~ N D`p• a: U CQ J II U d N U N U N 0 0 • > . > � k A 00 00 F N U O O O a Ao` r � o a 4 U N Cl rn aai E' (Qr o� Un N N �' �+a V Ol Ol O� co Q U H dW > C>IS L7 F CO O O O CN LU 44 r rn WQ O CJ w U + O O •z aGu o o S w i w 0 0 M •ri X A 0 C g 0 .ry OD 03 03 a N C<1 w Cl) a w o a 0 U C ro ro ro 0 0 0 c N ro H ro LJ C1. n, •H m U fti a- ° rr4 Lew H �_ a 14 C x C+ C to U'O U .0 O V CZ •ri N •ri N m N GaIT vD r cz U �-+ •Ni A+ O 10, C F •-i .-I •--I U a rn tr m TABULATION OF PAVING THICKNESS FOR Assessment Favin at I(S Lecaiona on the hinAh gidfk PROJECT NO. 097-24000-123 Type,of Pavement 6" H.M.A.C. Pavement and L" Gravel * Within Construction Tolerance. SPECIFICATION C ORE N0. A .- AS Date Cored: UNIT 1 MC KINLEY AYE& From ij. Loraine St. to N.W. 29th St. ,2 11-65 6.0" 4.0" 52' No: of No. cb. line of W. Loraine St. E. 65CE-272 6.1" 6.0" 152' No. of No. cb, line of W. Loraine St. CL 65CE-273 6•.3" 5.3" 252' No. of No. cb, line of W. Loraine St. 65CE-274 6'.4" 4.9." 3521 No. of No. cb. line of W. Loraine St. CL 65CE-275 5.611* 4.5" 4522 No. of No. Cb, line of W. Loraine St. E4 65CE-276 6.8" 4.9" 70' So. of So. cb. line of N.W. 29th St. UNIT 2 27TH STREET From the east line of McKinley Ave,to the east line of Roosevelt Avenue. 509 from curb line of McKinley, So. S.W.L.-1 7.1" 6f.2" 1500 from curb line of McKinley, CL S.W.L.-2 6.7 4.1 250' from curb fine of McKinley, No. -L S.W.L.-3 6.5 4.5 UNIT 3 27TH STREET From E. line of Roosevelt Ave. to W. Line of Prairie Avenue. 50' E. of E. cb. L. of Roosevelt Ave. - So. S.W.L.-4 7.2" 6.1" 150' rr " " " " - CL S.W.L.-5 5.2** 4.8 2501 " " n n " - No. -k S.W.L.-6 6.3 4.7 A 6' x 84' Surface Area was removed, the base lowered and replaced with 6" H.M.A.C. UNIT 4 27th STREET From Es cb. line of Prairie Ave. to. 'N. Cb. L. of Loving 50' E. of E. cb. L. of Prairie Ave. - So. 4 S.W.L.-7 6.8" 5.7" 1501 " " " " " - CL S.W.L.-8 5.3** 5.5 250' " " " - No. S.W.L.-9 6.7 5.1 ** A 51 x 6' Surface Area was removed, the base lowered and replaced with 6" H:M.A.C. .s TABULATION OF PAVING THICKNESS FOR Assessment Paving at 16 Locations on the North Side PROJECT NM7-?1.000-123 Type of Pavement 6" H.M.A.C. Pavement and 4" Cushion Gravel SPECIFICATION CORE NO ASE ". 4,0" UNIT 5 27TH STREET From the E. line of Loving Ave. to the W. line of Columbus Avenue 501 from curb line of Loving Ave., 'So. 3; S.W.L.- 10 7.5" 5.0" 1501 from curb line of Loving Ave., Cert er Line S,W.L.- ll 6.3" 4.5" 250' from curb line. of Loving Ave., North S.W.L.- 12 6.61, 4.1" Unit 6 ROSS AVEWE from NW. 32nd St. to N.W. 33rd St. 501 N. of N. curb line of N.W. 32nd Street E. 65CE-208 6,411 6.4" 150' N, of N. curb line of N.W. 32nd Street - Center Line 65E-209 6,1" 5.5" 250' N. of N, curb line of N.W. 32nd Street - West 4 65CE-210 6.4" 5.5" 350' N. of N, curb.line of Noll. 32nd Street - Center. Line 65CE-211 6.111 5.6" 4501 N, of N. curb line of N.W. 32nd Street - Fast 65CE-212 7.111 5.0" 550' N, of No curb line of N.W. 32nd Street - Cert er Line 65CE-213 6,1" 4.8" 77' South of North West 33rd Street UNIT 7 CLINTON AVENUE From N.W. 37th St. to N.W. 38th Street 55' N. of N, Curb line of N.W. 37th Street = Fast 65CE-277 6,5" 4.5" 1551 N, of N. Curb line of N.W. 37th Street - Center Line 65CE-278 64,5" 5,011 255' N, of N. Curb line of N.W. 37th Street - West 4 65CE-279 6.9" 5.0" 355' N, of N. Curb line of N.W. 37th Street - Center Line 65CE-280 5.911* 5.5" 455' N, of N. Curb line of N.W. 37th Street - East k 65CE-281 6,4" 4.4" 641 South of South Curb line of N.W. 38th Street Within Construction Tolerance UNIT 8 CLINTON AVENUE From N.W. 28th St, to N,W. 29th St= 461 N. of N. Curb line of N,W, 28th Street - Fast 65CE,431 6.5" 6o0" 1461 N, of N, Curb line of N.W. 28th Street - Center Line 65CE-432 697" 5,1" 2461 N. of N, Curb line of NW, -28th Street - West 4 65CE-433 6.4" 403" 3461 N, of N, Curb line of N.W. 28th Street - Center Line 65CE-434 6.9" 4,8" 4461 N, of N. Curb line- of N.W. 28th Street - East k 65CE-435 6.9" 3.9"* 546' N, of N, Curb Line of N,W. "28th Street - Center Line 65CE-436 6.3" 5.9" 6461 N, of No Curb line 'of N.W. 28th Street - West j 65CE-437 6.0" 5.4" 7461 N. of N. Curb line of N.W. 28th Street - Center Line 65CE-438 6,4" 5,0'1 811 South of South Curb line of N.W. 29th Street * Within Construction Tolerance. TABULATION OF PAVING THICIMESS FOR Assessment Favinm at 16 Locations on the -Nort a Si rye PROJECT NO. 097-24OW-123 Type of Pavement 6" H.N: A.C. Pavement- a d ),,it rmvpi J SPECIFICATION [CORE NO, I ., +A(. ASE cr rl UNIT 9 CLINTON AVENUE From N.W. 29th St. to N.Wo 30th Street 56' N. of N. Curb line of N,ii,. 29th Street - Fast 4 65CE-439 7.5" 4.0t1 1561 N. of N. Curb line of N.W. 29th Street - Center Line 65CE-440 5.811# 6,1+' 2561 N. of N. Curb line of N.W. 29th Street - West w 65CE,-441 6.211 4.611 356t N. of N. Curb line of N;d. 29th Street - Center Line 65CE-442 5.7"* 5/0" 456t N. of N. Curb line of N.W. 29th Street - Fast 65CE-443 6.6" 4.6" 5561N. of N. Curb line of N.'ni. 29th Street Center Line 65C&"4 6.011 4.4" 77' S. of S. Curb line of N.W. 30th Street *Within Construction Tolerance UNIT 10 ELLIS AVENUE From A:.W. 35th to N.W. 36th Street 63' N. of N. Curb line of N v+. 35th Street - East 65CE 421 7.4" 4.0l' 163t N. of N, Curb line of N.W. 35th Street - Center Line 650E-422 60111 4.8" 263' N, of N, Curb line of N.W. 35th Street - West 4 65CE-423 7,01t 4.5" 363' N. of N. Curb line of N.W. 35th Street - Center Line 65CE-424 6.611 4.3" 4631 N. of N. Curb line of N.W. 35th Street - East ' 65CE-425 7.5" 4.11' 12' S. of S. Curb line of N.W. 36th St. UNIT 11 ELLIS AVENUE From N.W. 36th Street to N. J. 37th St. 49' N. of N. Curb line of N.W. 36th Street- East 4 650E-426 7.1" 4.0" 149' N. of N. Curb line of N.W. 36th Street - Center line 65CE--427 6.011 249' N. of N. Crub line of N.W. 36th Street - West �; 65CE-428 6.1" 5.3" 349' N. of N. Curb line of N,W, 36th Street - Center Line 65CE-429 6.0" 5.011 449' N. of N. Curb line of N.W. 36th Street - East w 65CE-430 6,311 5.541 781 S. of S, Curb line of N.W. 37th Street UNIT 12 ELLIS AVENUE From 28th Street to 29th Street 50' S. of 29th Street - West S.W,L. - 1 7.2t1 5.5t1 1501 S. of 29th Street - Center Line S.W.L. - 2 6.0" 6.0" 2' " ", of 29th Street - East 4 1 S.trr,L. - 3 6.511 6.0" 350' S. of 29th Street - Center Line S.W.L. - 4 6.6t1 6.o'1 450' S. of 29th Street - Nest 4 S.W.L. - 5 6.6rr 4o 5rr 550' S. of 29th Street - Center Line S.W.L. - 6 6.61' 490" 6501 S. of 29th Street - East w S.JJ.L. - 7 7.611 4.0'r 750' S. of 29th Street - Center Line S.W,L. - 8 5.911# 4.0" Within. Construction Tolerance. TABULATION OF PAVING THICKIvTESS FOR Aqr,Fan.emp21L P-nZrjilg 2t 1 T.0ogt„i-OA on the N_rhh Side PROJECT NO. Type of Pavement 6" H.M,A.C. Pavement and 4" Gravel SPECIFICATION ••CORE N0. �A __ _ SE q 11 UNIT 13 34TH STREET From Harding to Nichols Street 501 East of Harding - South 4 , S.W,L.- 9 -6,2" 5.0f' 150' East of Harding - Center Line S.W.L.- 10 60" 5.t 232' East of Harding - North S.W.L.- ll 6.0" 5.(' UNIT 14 OSCAR STREET From 32nd Street to Diamond Street 50' North of 32nd Street - Fast S.W.L.- 12 6.6" 5.u" 1501 North of 32nd Street - Center Line S.W.L.- 13 6.0'+ 6,0" 2501 North of 32nd Street - West 4 S.W,L.- 14 6.3'► 5.5 j+ 350' North of 32nd Street - Center Line 15 5.9" # 6.( 450t North of 32nd Street - East 4 S. J.L.- 16 6.1" 5.( 5171 North of 32nd Street - Center Line S.W,L.- 17 6.7" 4.0" * Within Construction Tolerance _UNIT 15 BARBARA ROAD From E, line of Isbell Rd. to E, Line of Michi&an 72' East of East Curb line of Isbell - South 65CE-214 6.5" 6.0" 172' East of East Curb line of Isbell - Center Line 65CE-215 6.On 5,1" 272' East of East Curb line of Isbell - North 4 65CE-216 5.6" # 6.O" 372' East of East Curb line of Isbell - Center Line 65CE-217 5.9" # 5.3" 472' Fast of East Curb line of Isbell - South 1 65CE-218 7.0" 4.9" 572' East of mast Curb line of Isbell - Center Line 65CE-219 5.8" * 5.4" 672t East of .fast Curb line of Isbell - North 4 65CE-220 6.6" 5.01' 772t East of East Curb line of Isbell - Center Line 65CE-221 5.7" 5,611 872' Fast of Fast Curb line of Isbell - South 65CE-222 5.4" * 4.01' 66' West of West Curb line of Michigan * Within Construction Tolerance. i A 32' X 235' Surface Area was Over-Layed with 3/4" H.M.A.C. TABULATION OF PAVING THICKNESS FOR Asspsameent Paving at 16 Locations on the North Side PROJECT NO. 097-24000-123 Type of Pavement b�� H.M.A.C. Pavement and 4" Gravel SPECIFICATION [CORE E00 6,011 . 6L` UNIT 16 BARBAP.A ROAD From Michigan Ave. to F. end of Pavement 48' East of Fast Curb line of Michigan Avenue - South 65CE-223 5.8" # 4.5" 148' Fast of Fast Curb line of Michigan Avenue - Center line 65CE-224 6.3" 5.0" 248' East of East Curb line of Michigan Avenue - North 65CE-225 601" 50" 348' East of East Curb line of Michigan Avenue - Center line 65CE-226 6.1" 5.4" 4481 .Fast of East Curb line of Michigan Avenue - South 4- 65CFP-227 6.011 5.0" 548' East of East Curb line of Michigan Avenue - Center line, 65CF,228 5.6" # 5.5" 648' East of Fast Curb line of Michigan Avenue - North ,�� 65CFP-229 6.9" 4.8" 706' East of East Curb line of Michigan Avenue - Center line 65CE-230 5.6" # 4.5" 36.5' West of East end of new pavement Within Construction Tolerance 4 z City of Fort Worth, Texas Mayor and Council Communication DATE REFERENCE SUBJECT: Final Payment, Assessment Paving PAGE NUMBER at Sixteen Locations on the North Side, 6/14/65 FP-226 project No. 097-24000-123 for - Final Council action on the project described below is requested: Project Description Name: Assessment Paving at 16 Locations on the North: Side Contractor: R. W. Gibbins, Inc. Contract Awarded: Nay 18, 1964 (M&C C-294) Work Order Issued: August 5, 1964 Work Order Effective: August 17, 1964 Date of Final Inspection and Approval: March 31, 1965 Working Time Bid: 129 Working Days Working Time Used: 120 Working Days Project Coat and Financing Bid Price: $131,020.30 Final Contract Cost: $135,344.05 Partial Payments Previously Made: 8 Amount: $121,867.29 Final Payment Due: $13,476.76 Payment to be made from Project No.: 097-24000-123 Deviation From Bid Price: Contract Cost $135,344.05 Bid Price 131,020.30 Overrun $ 4,323.75 Variations between estimated and measured quantities account for the difference between contract price and contract cost of the completed project. Compliance With Specifications Attached is a tabulation of paving test cores showing compliance with specifications within construction tolerance on Assessment Paving at Sixteen Locations on the North Side. During testing on this project, 86 corings were made with the following results: Exceeds Eveo With Under Specs but Below Pavia Specs Specs Within,Tolerance Tolerance Surf ce 61 9 13 3 Base 78 7 1 0 In the areas that were below construction tolerances, the contractor has taken corrective measure consisting of replacement or overlay. MO The areas now comply with the specification. I T DATE REFERENCE SUBJECT: Final Payment, Assessment Paving PAGE NUMBER at Sixteen Locations on the North Side, 6/14/65 FP-226 Project No. 097-24000-123 Z or On this entire project, the average thickness of the base course is 5.03 inches as compared to 4.0 inches specified and the hot-mix asphaltic surface is 6.37 inches as compared to 6:0 inches speci- fied. Tests made during construction of sub-grade, base, and pave- ment show that materials used were in compliance with specifications. Recommendations It is recommended: 1) That the above project be accepted by adoption of an ordinance and that final payment of $13,476.76 be authorized to R. W. Gibbins, Inc. 2) That a bond fund transfer of $900 be approved from Account No. 097-24000-901, Unspecified, to Project No. 097-24000-123, 16 Locations on the North Side, to provide additional funds for the project. JLA:GA attachment SUBMITTED BY: DISPOSI N BY COUNCIL: PROCESSED BY APPROVED OTHER (DESCRIBE) ✓ CITY SECRETARY DATE CITY MANAGER