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Home My WebLink AboutOrdinance 3366 FILED FOR RECORD UGT 19 PIS 2 25 WASNINGION CO AR A. KOLLMEYER MICROFILMED ORDINANCE NO . 3366 AN ORDINANCE WAIVING THE REQUIREMENTS OF COMPETITIVE BIDDING FOR GEOTECHNICAL INVESTI - GATION OF THE WALTON ARTS CENTER SITE . BE IT ORDAINED BY THE BOARD OF DIRECTORS OF THE CITY OF FAYETTEVILLE , ARKANSAS : Section 1 . That the Board of Directors hereby waives the requirements of competitive bidding for geotechnical investigation of the Walton Arts Center site for the reason that said require - ments are not feasible because selection of a professional engineer involves subjective decision making . Section 2 . That the Board of Directors hereby authorizes Stewart , White & Associates , Inc . of Tulsa , Oklahoma to perform geotechnical investigation of the Walton Arts Center site in accordance with the proposal and estimate attached hereto and made a part hereof with the total cost not to exceed $ 6 , 000 . 00 . PASSED AND APPROVED this 19th day of July 1988 . APPROVED ^^ By : rnaA t.JC� QAY1A�.d sv�/ Ma or ATTEST By : C i4E y Clerk rric Coro PmEM 29 3 � • s • Aa j STEWART, WHITE l ( ANc ASSOCIATES, INC. y �ONSULTANTS-FOUNDATION ENGINEERING \�' \ DRILLING • TESTING • SDILS - 771E EAsz 7th S7REE7 V - TULSA. OKLAHOMA 74504 PHONE: 978-584.3667 i P.O. Y. 965 . STILLW ATEn, OKLAHOMA 74076 PHONE. 405-377-1962 March 18 , 1988 Mr . R . William Mitchell , Director Arts Center Council P , 0 , Box 4223 • - Fayetteville , Arkansas 72702-4223 Re : Geotechnical Investigation Walton Arts Center Favetteville , Arkansas SW JIP88- 390 Dear Mr , Mitchell : In compliance with your request dated March 16 , 1988 , we submit the following estimate of our fees to perform the geotechnical investigation for the referenced project . We understand the design of the structure is yet in the preliminary phase . However , it is expected that the building will be primarily of structural steel frame with masonry veneer exterior, •type construction . It is also anticipated that the structure wi11 be multi-level with a portion containing a basement , Retaining walls may also be required . Maximum column loads of the structure are expected to be in the range of 200 to 300 kips . Field Investieation . We will drill the ten sample borings indicated on the Test Hole Location Plan as closely as practical to the directed locations , The borings will be of 5 inch nominal diameter and are tentatively planned for depths ranging from 6 to 35 feet . The scils will be sampled appropriately using thin-walled tut: e samplers and driven split spoon samplers . The expected rock formation will oe sampled using an NW-size core barrel with diamond bits , Soft rock will also be tested insitu using a THD cone penetrometer . We estimate the following work units will be required to perform the field study : A . 216 if soil sample boring at $ 8 . 50 / if* . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 19836 , 00 *price includes all Standard Penetration Test and thin-walled tube samples considered necessary by the Geotechnical Engineer . LIBER1291PAGE828 B . 60 if rock coring at $ 19 . 50/ lf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 1 , 170 . 00 C . Mobilize - Demobilize * * * . . . . a * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . @ . . . $ 420 , 00 GEOTECHNICAL ENGINEERING -LABORATORY TESTING - DUALITY ASSURANCE - EXPLORATORY DRILLING -SOILS -MINERALS - ENERGY / STEWART, WHITE "o ASSOCIATES, INC. { CONSULT ANTE-•OUN0A1011 ENGINEERINGn GRILLING • TESTIN6 • SOILS �+ Mr . R . Wil. lia.'. Mitch211r Director �,\ AILS Center Counci : Si: I:n88- 300 March 18 , 10S8 Dag2 2 D . 4 Man-days Per Diem . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 200 . 00 E . Engineering Field Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 400 . 00 Laboratory Testine . It is difficult to determine in advance the types and numbers of tests required to adequately evaluate the soils at the site . However , the following laboratory work units are anticipated to be required for this project : A . 12 Rock core compression tests at $ 20 . 00 /ea . . . . . . . . . . . . . . . . . . . . . . . $ 240 . 00 B . 8 Triaxial shear tests at $ 40 . 00 / ea . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 320 . 00 C . 10 - Atterberg limit tests at $ 25 . 00 /ea . . . . . . . . . . $ 250 . 00 D , 4 Sieve gradations at $ 25 . 00 /ea . . . . . . 1 . 1 . . 1 :. . -6 . . . . . . . • . . . . . . . . . . . $ 100 , 00 E , 15 Moisture contents at $ 5 . 00/ea . . . . . . . . . . . . . . . . . . . . . . . . $ 75 . 00 Engineering Analysis and Report . The field and laboratory data will be evaluated to determine the appropriate foundation system(s ) for the structure and criteria for design , of the system ( s) . - These criteria will be presented in a written report along with recommendations for construction of floor slabs , grade beams , retaining walls , paving and other ancillary features . Recommendations for. construction procedures appropriate for the site will also be presented . We anticipate the cost of the engineering analysis and report to be . . . $ 600 . 00 TOTAL ESTIMATE . . • • . . I ' ll " Ion . • • . • . . . $ 5 , 611 . 00 This estimate presumes the site accessible to our truck mounted drilling equipment . The proposal is based on the estimated number of work units required to satisfactorily perform the work from experience in the ar- � c =_ the site . Charges for the project will be only for the work units actually performed . If aberrations are discovered in the investigation that could increase the cost of this work , you will be notified immediately for concurrence before proceeding . We will endeavor to meet the time schedules established for the project . We would appreciate the opportunity to work with you on this project . If we can be of service or provide additional information , please notify us . Kindest regards , �291P;,�Eg�9 — � LIBER aures R . Pennington , P . E' JRP /jej �b INVOICE **** * STEWART WHITE & ASSOCIATES INC INVOICE NUMBER : 0020145 1716 EAST 7TH INVOICE DATE : 06 / 21 / 88 TULSA, OKLAHOMA 74104 CUSTOMER P / O NUMBER : SHIPPED VIA : DATE SHIPPED : 06 / 21 / 68 ( 918 ) 584 - 3681 OUR REFERENCE NUMBER : 52951 SOLD ARTS CENTER COUNCIL SHIP WALTON ARTS CENTER TO P 0 BOX 4223 TO FAYETTEVILLE , ARK 72702-4223 USTOMER NUMBER ! ! SALES TAX CODE ! TERMS A002050 ! ! 01 ! NET 30 DAYS ORDERED SHIPPED DESCRIPTION UM PRICE AMOUNT 6. 20 1 . 00 MOBILIZE / DEMOBILIZE LS 420 . 00 420 . 00 2273 . 50 SAMPLE DRILLING LF 8 . 50 29324 . 75 39 . 00 ROCK CORING LF 19 . 50 760 . 50 1 . 00 PER DIEM LS 200. 00 200. 00 18 . 00 ATTERBERG LIMIT TESTS EA 25 . 00 450 . 00 4 . 00 UNCONFINED COMPRESSION EA 35 . 00 140 . 00 1 . 00 TRIAXIAL SHEAR EA 45 . 00 45 . 00 10 . 00 ROCK CORE COMPRESSION EA 25. 00 250. 00 4 . 00 SIEVE GRADATIONS EA 17 . 50 70 . 00 11 . 00 MOISTURE CONTENT EA 5. 00 55 . 00 1 . 00 ENGINEERING & REPORT LS 1000 . 00 1 , 000 . 00 LIBiR 1291nGE830 INVOICE TOTALi 51715. 25 I, Alma Kollmeyer, Circuit Clerk and CERTIFICATE OF RECORD Ex-officio Recorder for Washington County, Arkansas, do hereby certify that this in- State of Arkansas SS strument was filed for record in my office City of Fayetteville as indicated hereon and the same is now I, Suzanne C. McWethy, City Clerk and duly recorded with the acknowledgement Ex-Officio recorder for the City of Fayetteville, and certificate thereon in Record Book and do hereby certify that the annexed or fore- Pago as indicated thereon. going is of record in my office and the same ap- IN WITNESS WHEREOF, I have hereunto pears in Ordinance & Resolution book set my hand and affixed the seal of said ./ �� Court on the date indicated hereon, at page 35e G Witness my Mine a Kollmeyer hand and seal this ay of Circuit Clerk and 999 Eucfficlo Recordw City CleYk and Ex-Officio Rj4order by r STATE of ARKANSAS l } es. County of Washington D f h ti "� hereby certify thatd_ -- �� ftficesam the publisher o fHE NORTHWEST ARKA SASTI.MES, a daily newspaper having a second class mailing privilege, and Ing not less than four pages of ORDINANCE NO. 33aa five columns each, published at a fixed place of business and at a fixed IdailyI AN ORDINANCE IRWAIV- ING Intervals continuous) in the Cit of Fa etteville, County of Washington. Arkansas THE REQUIRE - 3' Y Y MENTS OF COMPETITIVE for more than a period of twelve months, circulated and distributed from an B I D D I N G F o R generally of all classes established lace of business to subscribers and readers GEOTECHNICAL IN - place V ESTIGATION OF THE in the City and County for a definite price for each copy. or a fixed price per WALTON ARTS CENTER annum, which price was fixed at what Is considered the value of the publication. SITE. BE IT ORDAINED BY based uponthe news value and service value itCgnlainS. that at least fifty percent THE BOARD OF DIREC- of the subscribers thereto have paid cash for their subscriptions to the newspaper TORS OF THE CITY OF recognized or or Its agents through news dealers over a period of at least six F A Y 'E T T E V I L L E , K g ARKANSAS. months; and that the said newspaper publishes an average of more than forty Section 1. That the Board rcent news matter. of Directors hereby waives pe the requirements of com- petitive bidding for f further certify that the legal notice hereto attached In the matter of geotechnical Investigation of the Welton Arts Center site for the reason that said re- f/9 quireme is are not f ea sero-ible LJ L` C zi C C' �o • 3 3 Lt C because fessional engineer involves sublectivedecislonmaking. was published in the re ulardaily issue of said news a Section 2. That the Board P g p per for of Directors hereby consecutive insertions as follows: authorizes Stewart, White & Associates, Inc. of Tulsa, ,� q . Oklahoma to perform The firs[ insertion on the L day of 19 _ geotechnical Invest(gatlon of the Walton Arts Center site in accordance With the pro. the second insertion on the day of 19 poral and estimate attached hereto and made a pan the third insertion on the da of 19 hereof with the total cost not y to exceed f6,080.00. PASSED AND APPROV- and the fourth insertion on the dav_Of., 19. ED this 19th day of July. 1988. APPROVED By : Marilyn Johnson Mayor 6 9b ATTEST worn to and subscribed before me n this c =� day of By: Suzanne C. MCWethY City Clerk Exhibit.'A' is on it 't q _ City Clerk's office at 113 W. I / Mountaln Street. Nota ubllc My Commission Expires: i ?� Fees for Printing _ 5 . A•��1'A\ Cost of Proof — -S 1 t V [ 'total —. S -� _ - 1