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Home My WebLink About60-15 RESOLUTIONRESOLUTION NO. 60-15 A RESOLUTION TO AUTHORIZE A CONTRACT WITH GRUBBS, HOSKYN, BARTON & WYATT, INC. FOR CONSTRUCTION MATERIALS TESTING FOR PHASE ONE OF THE REGIONAL PARK PROJECT IN AN AMOUNT NOT TO EXCEED $91,000.00, AND TO APPROVE A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes a contract with Grubbs, Hoskyn, Barton & Wyatt, Inc. for construction materials testing for Phase One of the Regional Park Project in an amount not to exceed $91,000.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution and made a part hereof, recognizing $91,000.00 in park land dedication funds. PASSED and APPROVED this 3`d day of March, 2015. APPROVED: ATTEST: By: �0�'1 ,�- f. A"-lk SONDRA E. SMITH, City Clerk/Treasurer o®etettttrotr6vl�� rI-, /iA N -- `/ 11 flJlEtiiO City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 479-575-8323 ,..: Text File File Number: 2015-0093 Agenda Date: 3/3/2015 Version: 1 Status: Passed In Control: City Council File Type: Resolution Agenda Number: A. 16 GRUBBS, HOSKYN, BARTON & WYATT, INC. (REGIONAL PARK) A RESOLUTION TO AUTHORIZE A CONTRACT WITH GRUBBS, HOSKYN, BARTON & WYATT, INC. FOR CONSTRUCTION MATERIALS TESTING FOR PHASE ONE OF THE REGIONAL PARK PROJECT IN AN AMOUNT NOT TO EXCEED $91,000.00, AND TO APPROVE A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes a contract with Grubbs, Hoskyn, Barton & Wyatt, Inc. for construction materials testing for Phase One of the Regional Park Project in an amount not to exceed $91,000.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution and made a part hereof, recognizing $91,000.00 in park land dedication funds. City of Fayetteville, Arkansas Page 1 Printed on 3/8/2015 Alison Jumper Submitted By City of Fayetteville Staff Review Form 2015-0093 Legistar File ID 3/3/2015 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 2/13/2015 Parks & Recreation / Parks & Recreation Department Submitted Date Division / Department Action Recommendation: Staff recommends approval of a contract with Grubbs, Hoskyn, Barton & Wyatt, Inc. in the amount of $91,000.00 for the Construction Materials Testing for Regional Park Phase One construction and a budget adjustment recognizing $91,000 in Park Land Dedication Funds. Comments: See Legistar Items 2015-0088 and 2015-0092 for related Budget Adjustment information. Budget Impact: 2250.9255.5806.00 Parks Development Account Number Fund 02002.8000 Regional Park Project Number Project Title Budgeted Item? Yes Current Budget $ 7,693,006.00 Funds Obligated $ 179,181.59 Current Balance $ 7,513,824,41 Does item have a cost? Yes Item Cost $ 91,000.00 Budget Adjustment Attached? Yes Budget Adjustment $ 91,000.00 Remaining Budget $ 7,513;824.41 V20140710 Previous Ordinance or Resolution # Original Contract Number: Approval Date: Comments: See Legistar Items 2015-0088 and 2015-0092 for related Budget Adjustment information. CITY OF yo r a��1S ARKANSA MEETING OF MARCH 3, 2015 TO: Mayor and City Council CITY COUNCIL AGENDA MEMO THRU: Don Marr, Chief of Staff Connie Edmonston, Parks and Recreation Director FROM: Alison Jumper, Park Planning Superintendent DATE: February 19, 2015 SUBJECT: Resolution to approve a contract with Grubbs, Hoskyn, Barton & Wyatt, Inc. for Construction Materials Testing for Regional Park Phase One Construction RECOMMENDATION: Staff recommends approval of a contract with Grubbs, Hoskyn, Barton & Wyatt, Inc. in the amount of $91,000 for the Construction Materials Testing for Regional Park Phase One construction and a budget adjustment recognizing $91,000 in Park Land Dedication Funds. BACKGROUND: The City of Fayetteville has been planning for a Regional Park since 2002. Through an intensive site selection process, a site was selected and approved by the Parks and Recreation Advisory Board and City Council in 2003. In 2010 approximately 200 acres were generously donated by Chambers Bank for the park. The Regional Park will be the largest multi-purpose park in the City of Fayetteville and will serve approximately tens of thousands of citizens each year. Additionally, at full build out the estimated $28 million park will generate revenue for the city through hosting tournaments and special events. Bid 14-46 for Regional Park Phase One construction was opened February 6, 2015. Crossland Construction Company, Inc. was the low bidder. If awarded, construction is anticipated to begin in April 2015 and be completed by the end of 2016. Materials testing by an independent company is required during construction to ensure materials provided meet project specifications. Materials include concrete, asphalt, aggregate, earthwork; masonry; structural steel, including weld testing; and concrete waterproofing. DISCUSSION: Grubbs, Hoskyn, Barton & Wyatt, Inc. has submitted qualifications in response to RFQ 15-01, Engineering & Architectural Services, and meets the requirements outlined in the Request for Qualifications to perform construction materials testing services. They have been selected for this work through a professional selection committee in February of 2015 based on their Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 qualifications and in accordance with Policy and Procedures, PU-12 Professional Services Selection Process. BUDGET/STAFF IMPACT: The total project is funded with Parks Development funds, Park Land Dedication, HMR bond funds and Transportation bond funds. The cost of $91,000 is accounted for in project number 02002.1. Attachments: Agreement with Grubbs, Hoskyn, Barton & Wyatt, Inc. Budget Adjustment Purchase Request Grubbs,, y Barton $c ,f NC. CONSULTING ENGINEERS February 12, 2015 Proposal No, SP15-OO8 City of Fayetteville -Parks and Recreation Division 1455 South Happy Hollow Road Fayetteville, Arkansas 72701 Attn: Ms. Alison Jumper, PLA, ASLA Park Planning Superintendent SUBJECT: CONSTRUCTION MATERIALS TESTING SERVICES FAYETTEVILLE REGIONAL PARK- PHASE I FAYETTEVILLE, ARKANSAS Dear Ms. Jumper: P.O. Box 1248 Springdale, Arkansas 72765 341 West County Line Road 72764 (479) 756-5999 FAX (479) 756-1749 We are pleased to submit this proposal and cost estimate for providing construction materials testing services for the above referenced project. This proposal and cost estimate have been prepared based on our review of the project plans and specifications, th.e preliminary construction schedule dated February 3, 2015, bid quantities in Addendum 10 dated February 3, 2015, and our on -going conversations with you. GHBW submitted a geotechnical study for the project on March 11, 2014 (GHBW Report No. 14-008). The first phase of the project consists of a baseball complex, a soccer complex, restrooms and concession stands at each of the complexes, parking and drives, new streets, and numerous concrete sidewalks and aprons. Mass site grading involving large cuts and fills will be required for site grading. The new street will be asphalt with concrete curb and gutter. Some heavy-duty concrete drives are also included. Grubbs, Hoskyn, Barton & Wyatt, Inc. has a long history of providing quality geotechnical and materials testing services in Arkansas and surrounding states. A brief Statement of Qualifications is enclosed as Attachment A for your review. Our laboratory is certified by the Arkansas Highway and Transportation Department (AHTD) and the American Association of State Highway and Transportation Officials (AASHTO). Copies of these certifications are enclosed as Attachment B. Scope of Services We have based our scope of services on our review of the project plans and specifications, preliminary scheduling information, quantities provided in the bid document, our geotechnical report dated March ii, 2014, and our experience with projects of similar size and scope. Our scope of services is expected to include but not limited to testing related to excavation and site grading, foundation installation, reinforcement, slab -on -grade, masonry, concrete, road base and asphalt. Laboratory testing is expected to include but not limited to Proctors, soil classification, concrete cylinder breaks and limited tests related to masonry and grouts. Geotechnical and Materials Engineering / Construction Surveillance Grubbs, Hoskyn, Barton & Wyatt, Inc. February 12, 2015 Proposal No. SP15-008 Page 2 Personnel and Scheduling For cost estimation, we have assumed that full-time testing will be required for a period of 3 months during mass grading. The remainder of our testing and inspection services is expected to be provided on an on -call basis. We have also assumed visits by the Project Engineer and Principal Engineer will be periodically required for meetings, coordination and consultation. For this project, we plan to provide the following personnel and hourly rates as follows: CMT Technician $55.00/hour Technician Supervisor $65.00/hour Structural Steel Inspector (CWI) $75.00/hour Project Engineer $95.00/hour Principal Engineer $125.00/hour Report Preparation and Reproduction $45.00/hour Hourly rates include equipment for field testing, i.e. nuclear density machines, concrete testing equipment, and concrete cylinder molds. Hourly rates also apply to travel time to the job site plus $0.50 per mile for mileage. Resumes for key personnel with which we plan to staff the project are enclosed as Attachment C. Cost Estimate Based on our understanding of our scope of work, the construction schedule and estimated material quantities, the cost of materials testing services is estimated on the order of $91,000. This estimate includes work performed on -site, engineering services, laboratory testing, and reporting costs. A cost estimate detail that outlines the assumptions used to arrive at the cost estimate is enclosed as Attachment D for your reference. The cost estimate may be considered not to exceed for the scope of services and assumptions outlined in the cost estimate detail. We will not exceed the stated amount without prior authorization. Any additional charges for services provided will be based on our Standard Schedules of Fees 40.01, 42.07, and 46.02, enclosed as Attachment E. Grubbs, Hoskyn, Barton & Wyatt, Inc. Proposal No. SP15-008 February 12, 2015 Page 3 We appreciate the opportunity to submit this proposal and cost estimate and look forward to working with you on this project. We are confident that we have the expertise and resources to provide these services in a competent and timely manner. If you have questions about the proposal and cost estimate or if tasks should be added or deleted from the scope of services, please call. If the scope of work and cost estimate are acceptable, please return one signed copy as authorization. Attachment A: Attachment B: Attachment C: Attachment D: Attachment E: Sincerely, GRUBBS, HOSKYN, BARTON & WYATT, INC. U41_i12VL1' Subra T. Bhat, Ph.D., P.E. Principal/Manger of Springdale Office Statement of Qualifications Laboratory Certifications Resumes Cost Estimate Detail Schedule 40.01 (April 2008) Schedule 42.07 (April 2014) Schedule 46.02 (June 2014) Copies Submitted: City of Fayetteville- Parks and Recreation Division Attn: Ms. Alison Jumper, PLA, ASLA (email) Pa: Date ATTACHMENT A w: Introduction Grubbs, Hoskyn, Barton & Wyatt, Inc. is a geotechnical consulting firm located in Little Rock (Headquarters) and Springdale, Arkansas. The firm was established as Grubbs Consulting Engineers, Inc. in 1964 in Fayetteville, Arkansas and moved to Little Rock in 1966. In addition to the main office in Little Rock, Grubbs, Hoskyn, Barton & Wyatt also has a branch office in Springdale, Arkansas. The practice of Grubbs, Hoskyn, Barton & Wyatt, Inc. can be divided into four principal phases: (1) geotechnical engineering analyses and design; (2) field instrumentation, measurement and laboratory testing; (3) subsurface exploration; and (4) engineering services for construction. The firm includes over 60 persons, including engineers; geologists; soils, laboratory, and materials technicians; drillers; and support personnel. The engineering group includes seven (7) Registered Professional Engineers and two (2) Engineer Interns. Specialized Experience Grubbs, Hoskyn, Barton & Wyatt, Inc. has performed geotechnical studies and presented recommendations for design and construction of fossil and nuclear power plants, high rise office buildings, hotels, warehouses, schools, major highway and railroad river bridges, earth dams, retaining walls, levees, revetments, drainage structures, pumping stations, proposed and existing landfill sites, hazardous waste sites including Superfund sites, and port facilities. The project sites have been located in a variety of geologic regions including the Mississippi Embayment, Ozark Mountains, Ouachita Mountains, Gulf Coastal Plain, and Loessial terrace areas. Engineering studies for design of structures on or adjacent to rivers and lakes have included analysis of local and ground scour potential, development of river channel and bank stabilization and analysis of deep pile and pier foundation systems. Projects involving bridge design have required engineering studies for large slurry pier and dredged caisson foundations and load testing and selection of construction specifications and procedures. Marine projects include studies on the Arkansas, Red, Ouachita, and Mississippi Rivers. Investigations, studies and analyses frequently required detailed evaluation of groundwater conditions, soil permeability and development of data for evaluating underseepage potential and the design of seepage controls including slurry walls and dewatering systems. The studies of groundwater related problems have involved the installation of both temporary and permanent piezometers, groundwater monitoring wells, and various types of in -situ permeability tests. Evaluation of the potential for seepage in rock strata has involved the performance of pressure and flow tests using open and double packer methods. Studies have also required analysis and monitoring of slope stability in fills and deep cuts for highway embankment and for emergency spillway areas and development of recommendations for treatment of potentially unstable soil or rock zones. Borrow area evaluations have consisted of both test pit and sample boring investigation, determination of engineering properties and development of fill placement and compaction criteria for both homogeneous and zoned embankments of soil and rock fill design. Particular attention has been given to developing methods of using available soil and rock materials from reservoir borrow areas and emergency spillway cuts in the embankments to reduce the project cost. Subsurface Exploration To perform the necessary data gathering for evaluation of soil and geological conditions, our firm has an equipment complement which includes one Failing 1500, two Mobile B -53's, one SIMCO 2400, one all -terrain vehicle -mounted Mobile B-53 and one all -terrain vehicle -mounted Hilyard Super rig. Special sampling and field testing has also been accomplished using down - hole vane shear apparatus and cone penetrometers. Rock exploration capabilities include standard NX and NQI coring capabilities. Our exploration equipment is suitable for mounting on marine equipment. We have used tugboats with barges moored with four -point anchor spread, spud barges, and sectional barges. We have drilled in major streams, such as the Mississippi River and Arkansas River, lakes including Beaver Lake and Lake Hamilton, and smaller bodies of water. Laboratory Testing Grubbs, Hoskyn, Barton & Wyatt, Inc. laboratory operations use state-of-the-art equipment and methods for performing routine and specialized tests on soil and rock. Testing capabilities include: water content, specific gravity, density, Atterberg Limits, grain -size from sieve analyses and hydrometer, permeability using constant -head and falling -head and flexible -wall apparatus, shrinkage tests, maximum and minimum density tests, pin -hole dispersion, resistivity, pH and chemical analyses, triaxial shear and direct shear tests, consolidation tests and Standard and Modified Proctor moisture -density tests. Our Little Rock laboratory facility is periodically inspected by AASHTO, the US Army Corps of Engineers, Center for Training Transportation Professionals (CCTP), and CCRL. Laboratory certification information is attached. Construction Services and Materials Testing Foundation and earthwork construction is characterized by the presence of a calculated risk that soil and groundwater conditions have been fully revealed by the original foundation investigation. This risk derives from the practical necessity of basing interpretations and design conclusions on a limited sampling of the earth. The services of Grubbs, Hoskyn, Barton & Wyatt, Inc. extend into the construction phase of projects to aid in minimizing such risks. By observing various phases of excavation and foundation construction, our field representative is able to recognize both the expected and unexpected variations in subsurface conditions, to interpret their significance, and to make prompt recommendations for action when needed. Other construction services provided by Grubbs, Hoskyn, Barton & Wyatt, Inc. include advice and assistance in the selection of fill materials; quality control of compacted fills; inspection during construction of pile, piers, mat, and footing foundations; quality control and testing of concrete, structural steel and asphalt. Often, for large projects, it is desirable to establish an on -site laboratory so that quality control (QC) testing can more readily be coordinated with construction surveillance. ATTACHMENT B American Association of State Highway and Transportation Officials AASHTO Accreditation Program Certificate of Accreditation This is to signify that Grubbs, Hoskyn, Barton & Wyatt, Inc. in Springdale, Arkansas has demonstrated proficiency for the testing of construction materials and has conformed to the minimum requirements established in AASHTO R 18 set forth by the AASHTO Highway Subcommittee on Materials (HSOM). The scope of accreditation can be viewed on the AAP Directory of Accredited Laboratories on www.amri.net. Bu"Exec Wright, rector HD THE VOICE OF TRANSPOR ATION 1% - Moe Jamshidi, AASHTO HSOM Chair AASHTO Rib F, Laboratory No. 905700 UNIVERSITY OF ARKANSAS Expiration Date: 11/19/14 T 2 Sampling Aggregates 111 Washing T 27 Sieve Analysis T 84 Fine Agg. Sp. Gr. T 85 Coarse Agg. Sp. Gr T 248 Splitting/Quartering T 255 Moisture Content �-: Director, P Laboratory No. r 905700 borator Certification icyProgram This document asserts that Grubbs, Hoskyn, Barton, & Wyatt, Inc. Springdale Laboratory Springdale, AR is certified to perform quality control testing under the specifications shown below, for a time period to expire on the date shown above. Portland Cement Concrete AAS1 TO AASH Q M 20 1 Tanks/Moist Rooms T 119 Slump M 205 Single Use Molds T 121 Density R 60 Sampling Concrete T 152 Air Content T 21 Organic Impurities T 231 Capping Cylinders T 22 Comp. Strength T 309 Temperature T 23 Cylinders Director, '7"P 13NIVUR"I IY (U ARKANSAS Expiration Date: 11/19/14 _... ... LLL r t NIVCItSt I' W Center for Training ARKANSAS Transportation Professionals Laboratory No. Expiration Dote: 'y,' r. o taiga 905700 L r atop end 11119114 This document asserts that Grubbs, Hoskyn, Barton, & Wyatt, Inc. Springdale Laboratory Springdale, AR is certified to perform quality control testing under the specifications shown below, for a time period to expire on the date shown above. �&mil-r1'O A BSI T O T 89 Liquid Limit T 180 Modified Proctor T 90 Plastic Limit T 265 Moisture Content T 99 Standard Proctor 1310 Nuclear Density ATTACHMENT C GRUBBS HOSKYN BARTON & WYATT. INC. 341 West County Line Road, Springdale, Arkansas, 72209 Phone: 479-756-5999 Fax: 479-756-1749 SUBRA T. BHAT, Ph. D, P.E., Principal/ Manager of Springdale Office EDUCATION: Bachelor of Science, Civil Engineering, Karnataka Regional Engineering College, Surathkal, India, 1984 Master of Science, Geotechnical Engineering, Indian Institute of Science, Bangalore, India, 1987 -Ph.D, Geotechnical Engineering, Purdue University, West Lafayette, Indiana, 1995 REGISTRATION: Professional Engineer: Arkansas, Ohio, Indiana, Oklahoma AFFILIATION: American Society of Civil Engineers, National Society of Professional Engineers EMPLOYMENT SUMMARY: 2004 -present Principal/ Manager of Springdale Office Grubbs, Hoskyn, Barton & Wyatt, Inc. 2002--2004 Manager, Springdale Office Grubbs, Hoskyn, Barton & Wyatt, Inc. 1999 - 2002 Senior Project Engineer Grubbs, Hoskyn, Barton & Wyatt, Inc, 1997 -1999 Project Engineer Solar Testing Laboratories, Inc., Cleveland, Ohio 1996 - 1997 Visiting Assistant Professor Purdue University, West Lafayette, Indiana 1987 - 1992 Scientist National Institute of Oceanography, Goa, India 1985 Lecturer in Civil Engineering Karnataka Regional Engineering College, Surathkal EXPERIENCE AND BACKGROUND: The professional experience of Dr. Bhat includes more than fifteen (15) years of research, teaching and geotechnical engineering consulting practice. Among the projects that Dr. Bhat has been involved are soil and foundation investigations for a variety of industrial and residential structures, airport structures, elevated water tanks, parking decks, power plants, roadways, highway bridges, waste water treatment plants, water treatment plants, levees, slope stability analysis and failure investigation of embankments and other structures. Among the projects Dr. Bhat has been involved include William I. Clinton Presidential Center project at Little Rock and numerous highway projects in Arkansas including 1-40 bridges, I-30 bridges, failure investigation of US Hwy 70 bridge over Lake Hamilton at Hot Springs and US Hwy 67 relocation project, SUBRA T. BHAT, Ph. D, P.E., Principal/ Manager of Springdale Office Page 2 Perry Road Interchange in Rogers, Pleasant Grove Road overpass in Rogers, South Quad Parking deck at Fayetteville, West Side Waste Water Treatment Plant in Fayetteville, East Collector System in Fayetteville, Carol Ann Cross Dam in Fort Smith, Beaver Water Expansion Project in Lowell, 9 -story Legacy Building (condominium) in Fayetteville, 17 -story East Square hotel/condominiums in Fayetteville and numerous school, roadway and bridge projects, airport projects, and commercial and residential development projects in northwest Arkansas. GRUBBS HOSKYN, BARTON & WYATT, INC. Kyle A Bennett, P.E. Project Engineer EDUCATION: BSCE, University of Arkansas, 2001 MSCE (Geotechnical), University of Arkansas, 2005 REGISTRATION: Registered Professional Engineer, Arkansas AFFILIATIONS: Chi Epsilon National Civil Engineering Honor Fraternity EMPLOYMENT SUMMARY: 2005 — Present Project Engineer Grubbs, Hoskyn, Barton & Wyatt, Inc., Springdale, AR 2004 - 2005 Staff Engineer Grubbs, Hoskyn, Barton & Wyatt, Inc., Springdale, AR 2002 - 2004 Research Assistant Major Professor: Dr. Norman D. Dennis, PhD., P.E. University of Arkansas, Fayetteville, AR GENERAL EXPERIENCE AND BACKGROUND: Mr. Bennett's duties have included coordination and scheduling of geotechnical field exploration, evaluation of site conditions, examination of subsurface soil samples and assignment of pertinent laboratory testing, completion of geotechnical engineering analysis and design for foundation, retaining wall, below -grade wall, embankment and pavement recommendations, slope stability analyses, and site construction feasibility studies. Mr. Bennett is responsible for preparation of both large- and small- scale project Geotechnical reports and for developing proposals for Geotechnical studies. Field assignments have included evaluation of undercut requirements, field verification of foundation bearing capacity, field verification of subgrade stability, and drilled pier inspection. In his capacity as a research assistant at the University of Arkansas, Mr. Bennett designed and assembled a system to evaluate the resilient modulii of pavement systems using the Spectral Analysis of Surface Waves (SASW) technique. Testing of the assembled system included planning and coordination of field-testing at 11 sites throughout the state of Arkansas in conjunction with the Arkansas Highway and Transportation Department. TECHNICAL PAPERS: "Determination of Resilient Modulii of Flexible Pavement Systems Using Spectral Analysis of Surface Waves" unpublished MSCE Thesis, University of Arkansas, Fayetteville, Arkansas, 2005. GRUBBS, HOSKYN BARTON & WYATT, INC. TALLEY FADLKNER - Laboratory Supervisor / Radiation Safety Officer / IT Specialist / Senior Engineering Asst. Certifications & Training: • Radiation Safety Officer Training • Gauge Safety Training • Hazmat • Basic Aggregates - CTTP • ACI Concrete Field Testing • Soils Testing Technician - CTTP • ACI Concrete Strength Training Technician Employment Summary: • 02/13 - Present: Laboratory Supervisor / Radiation Safety Officer / IT Specialist / Senior Engineering Asst. Grubbs, Hoskyn, Barton & Wyatt, Inc. • 10/07 - 02/13: Radiation Safety Officer / IT Specialist / Senior Engineering Asst. Grubbs, Hoskyn, Barton & Wyatt, Inc. • 08/06 - 10/07: IT Specialist / Engineering Assistant Grubbs, Hoskyn, Barton & Wyatt, Inc. • 07/05 - 07/06: Customer Service Representative Arvest Bank • 06/02 - 07/05: General Labor Sara Lee Bakery Grubbs, Hoskyn, Barton & Wyatt, Inc. - Springdale, Arkansas Office Duties as Laboratory Supervisor include maintaining all records related to laboratory equipment and calibration, ensuring all in-house and outside calibrations are performed in a timely manner and technician training is current. Duties as Radiation Safety Officer include maintaining all records related to safety/operation of nuclear gauges, yearly leak tests, yearly verification of gauges, quarterly inventory and survey; Duties as Senior Engineering Assistant include reporting concrete break reports, communicating with clients regarding low breaks/etc., preparing boring logs and profiles using gINT and Autocad, maintaining all engineering report filing systems. Duties as IT Specialist include diagnosing and repairing workstation components, maintaining electronic filing backup and antivirus software, maintaining iphones and other smarthphone devices. GRUBBS HOSKYN, BARTON & WYATT, INC. SID AMEDEE SENIOR MATERIALS TECHNICIAN TRAINING: Asphalt mix design, 40 hours. University of Arkansas, Fayetteville, AR. Nuclear Training #30393 — Troxler Asphalt Plant Certification #21 Arkansas Highway Transportation Department. Basic Aggregates Certification #1092 — CTTP Fayetteville. Hot -Mix Technician #1092, 2001-CTTP --— __ .._ ----.---- ............._-- ..----.--..._-.-- PCC Technician #1092, 2006 CTTP Soils/ Aggregates Technician #1092, 2007 CTTP National Swimming Pool Foundation CPO Registration #71-125764 EDUCATION: Warren Easton High School, Canal Street, New Orleans, LA Graduated— 1968 L.S.U.N.O., New Orleans, LA Attended — One year EMPLOYMENT: 1969 -Feb 10, 1972 U.S. Navy, NAS New Orleans, Belle Chasse, LA Structural Mechanic — Responsible for any structural damage to aircrafts. Checking and replacing worn tires, fuel lines, etc. 1972-1986 S.J. Amedee Oil, El Dorado, AR Owner/pumper/operator — Responsible for daily well checks, pulling wells and everything from book-keeping to road work. April 1987 - Feb 2001 Jet Asphalt & Rock Co. 1251 Smackover Highway, El Dorado, AR. Telephone: (870) 863-7801 Senior Lab Technician — Started as shovel hand and worked up to roller operator, low boy driver, speed operator on lay -down machine. Began as Lab assistant in 1990 and became certified in mix design, radiation by Troxler, and by the Arkansas Highway and Transportation Department as Plant Inspector. Later promoted to Senior Hot -Mix Asphalt Technician. I was responsible for all testing procedures in the lab, on the road as required by the A.H.T.D., logging equipment in and out, keeping a lab manual on all equipment, keeping plots on all test reports, ordering and trouble shooting of all equipment in the lab. I was also responsible for the training and performance of the lab assistants in the lab and on the road. July 2001— June 2002 Chapel Ridge Apt. Complex, 301 Morewood Road, El Dorado, AR Telephone: (870) 862-7900 Maintenance Supervisor — Responsible for 72 units, clubhouse and swimming pool. Maintenance includes plumbing, electrical, carpentry, painting and floor repairs in all units. Swimming pool duties include being certified by American Pool Foundation (CPO) and keeping pool maintained to pass inspections by the Arkansas Health Department. June 2002 — Feb 2004 Falk Plumbing Supply Company, 1709 W. Hillsboro, El Dorado, AR Telephone: (870) 862-3406 Joined the Falk team as a counter salesman. This position enabled me to make contact with all the local plumbers and surrounding counties. Duties included inventory, stocking, opening and closing, making deposits and using the Eclipse System on the computer. March 2004 — Sept 2004 City of El Dorado, 204 North West Ave., El Dorado, AR Telephone (870) 863-4244 Street Department Supervisor: Wes Slaughter Duties included: General road maintenance, driving city trucks to the appropriate locations, delivering supplies, some supervision of and helping crews with everyday maintenance. Sept 2004 — Jan 2005 Willie's Oasis, 13810 Strong Hwy, Strong, AR Telephone: (870) 797-2042 Liquor Store Supervisor: Toby Walden, Owner Duties included: counter sales, general maintenance, plumbing, structural repair, repair and maintenance of all machinery, cooling units, small engines, as well as forklift driving. July 7, 2005 — Present Grubbs, Hoskyn, Barton & Wyatt, Inc., 341 W. County Line Rd, Springdale, AR Telephone: (479) 756-5999 Started my duties as a Field Technician lI with CTTP certifications, #1092 and Troxler training #30393. Duties included testing concrete, making cylinders, running slumps, and testing for air content. Along with this testing, I also ran grout and mortar test with rebar inspections. Responsible for running field density test using a nuclear gauge and roller patterns on asphalt. Further duties included inspecting drill pier operations and reporting all the results to the engineer. GRUBBS HOSKYN BARTON & WYATT, INC. 341 W. County Line Road Springdale, AR 72764 Phone: 479-756-5999 JOHNATHAN PARKER — CMVIT Technician / Technician Supervisor Certifications & Training: (CTTP #2900) • Gauge Safety Training (Troxier) • ACI - Grade I • Basic Aggregates • Soils • Ultrasonic Level II Education: High School Diploma. Employment Summary: • 4/14 - Present: Field Technician Grubbs, Hoskyn, Barton & Wyatt, Inc. Grubbs, Hoskyn, Barton & Wyatt, Inc. - Springdale, Arkansas Office Duties include testing concrete, making cylinders, running slumps, and testing for air content, grout and mortar testing. Responsible for running field density test using a nuclear gauge and roller patterns on asphalt. Further duties include laboratory testing which includes Proctors, concrete cylinder breaks, gradation and soil classification tests. Mr. Parker has worked on various AHTD roadway projects and large scale developments. • 1/10-4/14: Technician GTS, Inc. GTS, Inc. Duties included testing concrete, making cylinders, running slumps, and testing for air content, grout and mortar testing. Responsible for running field density test using a nuclear gauge and roller patterns on asphalt. Further duties include laboratory testing which includes Proctors, concrete cylinder breaks, gradation and soil classification tests. Also bid jobs and performed rebar inspection and undercut observations. ATTACHMENT D Grubbs, Hoskyn, Barton & Wyatt, Inc. Proposal No, SP 15-008 Cost Estimate for CMT Services Fayetteville Regional Park Prepared for City of Fayetteville GHBW Proposal No. SP15-008 Fayetteville Regional Park Fayetteville, AR Cost Estimate Detail February 11, 2015 Attachment D Page 1 of 2 Excavation, Grading & Utilities Proof -roll & Excavation Observations Senior Project Engineer: 1 visitlwk x 2 hrs/visit x 13 weeks x $95/hr = $2,470 Densities CMT Senior Tech: 8 hrs/day x 65 days x $55/hr = $28,600 Utility Trench Backfill (after completion of mass grading) CMT Senior Tech: 1 visit/day x 2 hrs/visit x 5 days/wk x 6 wks x $55/hr = $3,300 Soccer Complex and Baseball Complex - Special Inspection Footing, Rebar, Slab -on -grade, Masonry Senior Project Engineer: 20 visits x 2 hrs/visit x $95/hr = $3,800 Concrete (sidewalks, drives, aprons, curb and gutter, junction box, manholes, etc.) Assume 1 visit/25 yards for sidewalks, drives and aprons and 1 visit/structure for manholes and junction boxes 20 visits for curb and gutter 10 visits for footing and slab -on -grade 100 visits x 2 hrs/visit x $55/hr = $11,000 Cylinder pickup: 100 visits x I hrs/visit x $55/hr = $5,500 Asphalt (Roadway and Parking) Assume 8 days of placement with 750 tons/day Senior Technician: 8 days x 8 hrs/day x $55/hr = $3,520 Trip Charge 320 visits x 40 miles/visit x $0.5/mile = $6,400 Laboratory Testing Proctors & Classification = $2,000 Concrete breaks: 100 sets x 8 cyl/set x $10/cyl (4 cylinders lab = $8,000 cured and 4 cylinders field cured per set) Grubbs, Hoskyn, Barton & Wyatt, Inc. Proposal No. SP 15-008 Special Lab Testing related to Masonry Meetings and Coordination Principal: 8 meetings x 2 hrs/meeting x $125/hr Report Preparation and Review Clerical Report Preparation: 2 hrs/wk x 52 wks x $45/hr Engineering Report Preparation: 1 hr/wk x 52 wks x $45/hr Report Review and Consultation: 1 hr/wk x 52 wks x $125/hr February 11, 2015 Attachment D Page 2 of 2 = $1,000 = $2,000 = $4,680 = $2,340 = $6,500 Total = $91,110 Estimated Cost = $91,000 ATTACHMENT E GRUBBS, HOSKYN, BARTON & WYATT, INC. Schedule 40.01d (Jan 08) Pase1of3 STANDARD FEES AND GENERAL CONDITIONS FOR ENGINEERING AND TECHNICAL SERVICES 1. Client Client, as used herein, is the entity who authorized performance of services by Grubbs, Hoskyn, Barton & Wyatt, Inc. and accepts responsibility for payment under the conditions stated herein. 2. Professional Services and Fees 2.1 Analysis, consultation and report preparation. Fees for our professional services are based on the time of professional, technical and clerical personnel directly charged to the project. The fee is computed as 2.4 times salary cost for the chargeable time. Salary cost includes base payroll plus 34 percent for employee benefits, payroll taxes, and payroll insurance. A schedule of hourly rates for engineering and technical personnel by classification is available upon request. 2.2 Reimbursable expenses. Expenses other than salary costs that are directly attributable to performance of our professional services are billed as follows: a) for transportation in our company vehicles, $0.50 per mile b) for all other expenses, included but not limited to, authorized travel, sample shipment, subcontracts, consulting fees, long distance communications, outside reproduction, and mailing expense, cost plus 15 percent 3. General Conditions 3.1 On -site Responsibilities and Risks a) Right -of -Entry. Unless otherwise agreed, Client will furnish right -of -entry and obtain permits, as required, for us to perform the field work. b) Damage to Property. We will take reasonable precautions to minimize damage to land and other property caused by our operations, but we have not included in our fee the cost of repairing such damage. Costs for repair and/or damages will be limited as per Section 3.3. c) Toxic and Hazardous Materials. Client will provide us with all information within his possession of knowledge as to the potential occurrence of toxic or hazardous materials at the site being investigated. If unanticipated toxic or hazardous materials are encountered, we reserve the right to demobilize our field operations at Client's expense. Remobilization will proceed following consultation with our safety coordinator and Client's acceptance of proposed safety measures and fee adjustments. d) Utilities and Pipelines. While performing our field work, we will take reasonable precautions to avoid damage to subterranean and subaqueous structures, pipelines, and utilities. Costs for repair and/or damages will be limited as per Section 3.3. 3.2 Warranty a) Services performed by Grubbs, Hoskyn, Barton & Wyatt, Inc. will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar GRUBBS, HOSKYN, BARTON & WYATT, INC. Schedule 40.01d (Jan 08) Page 2 of 3 conditions. No other warranty, either expressed or implied, is made or intended by our proposal, contract, or reports. b) Client acknowledges that conditions may vary from those encountered at the location where borings, surveys, or explorations are made and that our data, interpretations and recommendations are based solely on the information available to us. We will be responsible for our data, interpretations, and recommendations, but shall not be responsible for the interpretation by others of the information developed. 3.3 Liability Our liability to Client for injury or damage to persons or property arising out of work performed for Client and for which legal liability may be found to rest upon us, including professional errors and omissions, will be limited to our liability insurance coverage. A certificate of insurance is available upon request. 3.4 Invoices and Payment Invoices will be submitted every four {4) weeks for services rendered. Payment is due upon presentation of our invoice and is past due thirty (30) days from invoice date. Payment of our invoice(s) is not contingent upon Client receiving payment from a third J\ \C2 aate-.aUowab1 GRUBBS, HOSKYN, BARTON & WYATT, INC. Schedule 40.01d (Jan 08) Page 3 of 3 3.5 Samples All samples of soil and rock will be discarded thirty (30) days after submission of our report, unless Client advises us otherwise. Upon request, we will deliver the samples in accordance with Client's instructions, charges collect, or will store them for an agreed charge. 3.6 Records All pertinent records relating to services performed hereunder shall be retained for two (2) years after completion of the work. Client shall have access to the records at all reasonable times during said period. 4. Related Services Additional services that are frequently required for support of our professional activities are normally provided by one of the technical divisions of Grubbs, Hoskyn, Barton & Wyatt, Inc. Applicable charges are given in one or more schedules of the following series: 4.2 Laboratory Testing Fees 4.3 Field Charges for Foundation Investigations 4.4 Rates for Construction Surveillance and Consultation GRUBBS, HOSKYN, BARTON & WYATT, INC. LABORATORY AND FIELD TESTING FEES Schedule 42.07 (April 2014) Page 1 of 4 Test No. Unit Price 1. CEMENT TESTS.........................................................................................................Quoted on Request 2. AGGREGATE TESTS Grain Size Tests 2.1. Sieve analysis fine aggregate and soils, through 4200 sieve, each sample .........................$ 50.00 2.2. Percent passing a single sieve, each....................................................................................$ 30.00 2.3. Grain size tests, coarse aggregate over 5 lb sample weight .................................................$ 120.00 Properties 2.5. Specific gravity, per ASTM C128 for fine aggregate, each sample ....................................$ 60.00 2.6. Specific gravity, per ASTM C127 for coarse aggregate, each sample ................................$ 40.00 2.7. Unit weight, each sample.....................................................................................................$ 40.00 2.8. Absorption, each sample......................................................................................................$ 12.00 2.9. Organic impurities, each sample (ASTM C40)...................................................................$ 40.00 2.10. Soft particle, each sample (ASTM C142)............................................................................$ 80.00 2.11. Sand equivalent, each sample..............................................................................................$ 120.00 2.12. Flat and elongated particles, each sample (ASTM D479 1) .................................................$ 90.00 Abrasion * 2.12.1. Los Angeles Machine (ASTM C 131), each sample...........................................................$ 225.00 * 2.12.2 Los Angeles Machine (ASTM C 535), each sample...........................................................$ 350.00 2.12.3. Crushing and preparing sample, if required.........................................................................$ 75.00 Soundness * 2.13. Sulfate or Magnesium soundness test (5 cycles).................................................................$ 500.00 3. CONCRETE STRENGTH TESTS Concrete, Mortar or Grout Compressive Strength 3.1. Cylinder compressive strength test, each.............................................................................$ 10.00 3.2. Saw cutting cylinder for capping, each................................................................................$ 10.00 3.3. Cube compressive strength, each.........................................................................................$ 10.00 Beam Flexural Strength 3.4. Beam flexural strength test, each.........................................................................................$ 20.00 3.5. "Hold" specimens processed, but not tested, each...............................................................$ 15.00 Strength Estimate 3.6. Schmidt concrete test hammer............................................................................ Quoted on Request 3.7. Windsor probe test, $30.00 per location (probe costs) plus hourly rate .............Quoted ............ Quoted on Request 4. CONCRETE NUX DESIGNS 4.1. Compute mix design using previously determined aggregate properties, each........................................................................ 4.2. Provide mix design/check contractors mix design by preparing trial batch mix using aggregate, admixtures, and cement furnished for use on project, each batch or each curve point ................. Engineer Hourly Rate ... Technician Hourly Rate GRUBBS, HOSKYN, BARTON & WYATT, INC. Schedule 42.07 (April 2014) Page 2 of 4 4.3. Confirmatory cylinders made in connection with mix design, each ....................................$ 10.50 All tests of aggregates, cement and admixtures to determine the basic physical properties and suitability are charged separately. 5. CORING SERVICES...................................................................................................Quoted on Request 6. CORE TESTS 6.1. Capping and testing of cores (with sawing ends), each .......................................................$ 20.00 7. SOIL AND BASE MATERIAL TESTS Classification and Index Tests 7.1. Water content, per sample....................................................................................................$ 5.00 7.2. Liquid and plastic limits, per sample 7.2.1 Method B dry preparation........................................................................................$ 40.00 7.2.2 Method B wet preparation.......................................................................................$ 75.00 7.3. Unit dry weight of sample....................................................................................................$ 15.00 7.4. Specific gravity....................................................................................................................$ 40.00 7.5. Sieve analysis through #200 sieve, per sample....................................................................$ 50.00 7.6. Percent passing a single sieve, each.....................................................................................$ 30.00 7.7. Hydrometer test, each..........................................................................................................$ 100.00 7.8. Double hydrometer, per sample...........................................................................................$ 150.00 * 7.9. Permeability of sand, constant head....................................................................................$ 200.00 * 7.10. Permeability of silt or clay, falling head.............................................................................$ 150.00 * 7.11. Permeability — Flexwall Test (undisturbed sample)...........................................................$ 210.00 * 7.12. Permeability — Flexwall Test (remolded sample)...............................................................$ 250.00 * 7.13. Laboratory soil resistivity...................................................................................................$ 85.00 7.14. pH........................................................................................................................................$ 30.00 7.15. Saw Cut Shelby Tube...........................................................................................................$ 30.00 7.15.1. Shelby Tubes for permeability samples, each ...................................................... ...35.00 7.16. Preparation of sample or base material binder, each...........................................................$ 50.00 7.17. Sample preparation for soil with admixture, including admixtures and curing, per hour ......... ................ ......$ 65,00 Compaction and Control Tests 7.18. Optimum moisture and density relationship 7.18.1. Standard compaction effort, per sample..................................................................$ 120.00 7.18.2. Modified compaction effort, per sample..................................................................$ 140,00 7.19. Laboratory relative density using vibratory table................................................................$ 150.00 7.20. In -place density and moisture using nuclear equipment ........_Included In Hourly Technician Rate 7.21. Lime modification optimum(LMO)...................................................................Quoted on Request 7.22. Sample preparation: soil mixtures and curing, per hour ......................................................$ 65.00 Strenath Tests 7.23. California bearing ratio (CBR), per specimen (Proctor cost NOT included) ......................$ 170.00 7.24. Sample preparation: soil admixtures and curing for compaction and strength tests, per hour..............................................................................$ 65.00 7.25. Soil -cement or soil -lime tests.............................................................................. Quoted on request 7.26. Unconfined compression, soil.............................................................................................$ 30.00 7.27. Unconfined compression, rock (with saw cutting cost) .......................................................$ 45.00 GRUBBS, HOSKYN, BARTON & WYATT, INC. Schedule 42.07 (April 2014) Page 3 of 4 7.28. Unconsolidated-undrained — triaxial................................................................................... $ 35.00 * 7.29. Consolidated-undrained — triaxial...................................................................... Quoted on Request * 7.30. Consolidated -drained — triaxial ....................... .......... .........................Quoted on Request * 7.31. Consolidated -drained — direct shear....................................................................................$ 200.00 * 7.32. Residual strength — direct shear...........................................................................................$ 300.00 * 7.33. Multi -stage test for triaxial or direct shear...................................................Two Times Test Price Volume Chance Tests * 7.33. Consolidation......................................................................................................................$ 250.00 * 7.34. Swell test, swell pressure and percent swell.......................................................................$ 150.00 8. ASPHALTIC CONCRETE MIX DESIGNS * 8.1. Provide mix design using aggregates and asphalt furnished for use on project, Marshall Method..................................................................$2,500.00 * 8.2. Compute mix design using previously determined aggregate properties such as gradation, specific gravity, and other design factors, each........................................................................................Hourly Rate 9. ASPHALTIC CONCRETE TESTS 9.1. Molding test specimens, each specimen................................................................................$ 40.00 9.2. Determine laboratory density or percent voids, each specimen ..........................................$ 20,00 9.3. Determine Marshall stability and flow value, each specimen .............................................$ 40.00 9.4. Maximum theoretical specific gravity.................................................................................$ 60.00 9.5. Extraction (percent of bitumen and aggregate gradation)...................................................$ 185.00 9.6. Laboratory density on field -cut specimen trimmed to size in laboratory (field cutting of specimens are charged separately) ...........................................$ 20.00 9.7. In -place density of asphalt course using nuclear equipment....................................................................................................................... Hourly Rate 10. MASONRY TESTS Masonry Compressive Strength 10.1. Mortar cube compressive strength, each................................................ 10.2. Masonry grout compressive strength, each........................................... * 10.3. Masonry prism strength, each............................................................... * 10.4. Masonry unit block strength, each ........................................................ Masonry Mortar Mix Verification * 10.5 Mix preparation and casting cubes per ASTM C-270 with flow test, t d ht t t) each set (does not lnc u e strengt es cos........................................................................ * 10.6 Water retention test (does not include mix preparation cost) .................................................$60.00 ..............$10.00 ..............$10.00 $85.00 ..............$40.00 $12000 GRUBBS, HOSKYN, BARTON & WVYATT, INC. Schedule 42.07 (April 2014) Palle 4 of 4 11. SPECIAL TESTS Tests not listed above are performed, whether outside our laboratory at cost plus 15 percent or on an hourly basis (see Schedule 46.02 for Hourly Rates for Engineering and Technical Personnel). (1) Securing samples at local projects, plant or from supplier's stock will be charged at an hourly rate for the technician plus travel at $0.50 per mile. (2) Rush assignments requiring unscheduled overtime are subject to a 50 percent surcharge. * These tests are performed only in our Little Rock Laboratory. Additional charges for shipping or transporting samples from our Springdale Laboratory may be applicable. GRUBBS, HOSKYN, BARTON & WYATT, INC. CONSULTING ENGINEERS Schedule 46.02 (June 2014) Page lofI HOURLY RATES FOR ENGINEERING AND TECHNICAL PERSONNEL Hourly Rates SeniorPrincipal............................................................................................................ $125 to $165 Principals..................................................................................................................... $110 to $140 EngineerManagers........................................................................................................ $95 to $120 Sr. Project Engineers...................................................................................................... $95 to $120 ProjectEngineers........................................................................................................... $85 to $105 StaffEngineers................................................................................................................. $65 to $85 TechnicianSupervisor..................................................................................................... $65 to $85 SeniorTechnicians........................................................................................................... $55 to $65 CMT or Geotechnical Technicians.................................................................................. $50 to $60 Engineering Aides and Draftspersons.............................................................................. $35 to $50 NOTES: (1) Full-time construction surveillance will be quoted at weekly or monthly rates on a job - by -job basis. ACORb® CERTIFICATE OF LIABILITY INSURANCE /DD/YYYY) E6/27/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER BancorpSouth Insurance Services, Inc.- LR PO Box 251510 Little Rock AR 72225- CONTACT NAME: MIChelle Duncan A",°NN EM :501 -614-1564 a/c No: 01-614-1514 E-MAIL ADDRESS:michelle.duncan@bxsi.com INSURER(S) AFFORDING COVERAGE NAIL # INSURER A:Cincinnati Insurance Company 10677 INSURED GRUBHOS-01 INSURER B:HUdSOn Insurance m n 4 INSURER Cc:Accident Fund i n l Ins 2 Grubbs, Hoskyn, Barton & Wyatt, Inc. INSURER O- P.O. Box 30970 Little Rock AR 72260-0970 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2073897087 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF MM/DD/YYYY) POLICY EXP IMMIDD!YYYYI LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EPP0200724 /1/2014 /1/2015 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES lEa occurrence) $1,000,000 MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO- LOC PRODUCTS - COMP/OP AGO $2,000,000 $ A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED y ` HIRED X AUTOS EPP0200724 /1/2014 /1/2015 Ea accident SINGLE LIMIT $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY OacenEcldDAMAGE $ $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE EPP0200724 /1/2014 /1/2015 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 DED RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y /" OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N /A CV6092098 /1/2014 /1/2015 X WC STATU- OTH- TORY LIMIT ER E.L. EACH ACCIDENT $500,000 E.L. DISEASE - EA EMPLOYE $500,000 E.L. DISEASE - POLICY LIMIT $500,000 B A E&O/Professional Liabilit Cont Ltd Pollution Liab EE7251304 EPP0200724 /1/2014 /1/2014 /1/2015 /1/2015 Each Claim $5,000,000 Each Incident $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) (FRTIFICATE HOLDER CANCELLATION For Information Purposes PO Box 30970 Little Rock AR 72260-0970 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE IS) 19RR_9n1n ACORD CORPORATION. All rights reserved ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD City of Fayetteville Purchase Order Request (PO); Requisition o.: a e: - 2/19/2015 - (Not aPurchase Order) "i P.O Number: _ .All PO Requests shall be scanned to the Purcfiaslny a mail PoYbbasingt fayettev111g asgov -Purchase shall not be made until an actual PO has been issµed Vendor ° Vendor Mail Legistar#: '.... 288 Grubbs, Hosky, Barton & Wyatt 1 YES ❑ No #. N: ame 2015-0093 F Point: Taxable Address: PO Box 1248 ❑ YES O No Expected Delivery Date 72765 Ship to code: Quotes Attached City: Springdale State: AR ❑yES o No 2369 444-3469 Requester: Alison Jumper Item Description Quantity Unit of Issue Unit Cost Extended Cost Account Number Project. Sub# Inventory # Fixed Asset # 1 Parks Improvements I Is 91,000.00 $91,000.00. 2250.9255.5806.00 02002.8000 2 $0.00 3 $0.00 4 $0.00 5 $0.00 6 $0.00 7 $0.00 8 $0.00 9 $0.00 10 $0.00 Shipping/Handling Lot $0.00 Special ns ruc ions: Subtotal: $91,000.00 Tax: $0.00 Total: $91,000.00 Approvals: Mayor: Department Director: Purchasing Manager: Chief Financial Officer: Budget Director: IT Director: Dispatch Manager: Utilities Manager: Other: K:\PARKS\Regional Park\Original Construction\City Council\03 032015 Grubbs\Legistar\[PURCHASEORDER_Grubbs 02182015.xisx]PURCHASE ORDER Revised 1/212015 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division: Parks & Recreation Adjustment Number 2015 Dept.: Parks & Recreation Requestor: Alison Jumper BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Staff Requests a new contract with Grubbs, Hoskyn, Barton & Wyatt in the amount of $91,000.00 for materials and soil testing associated with the Regional Park. And to recognize $91,000.00 Greenspace Fees SW revenue. RESOLUTION/ORDINANCE COUNCIL DATE LEGISTAR FILE ID# 3/3/2015 2015-0093 Ke�v&4vSprri,vu er 2/20/2015 10:44 AM Budget Director TYPE: DESCRIPTION: GLDATE: POSTED: Date TOTAL 91,000 91,000 v.20150102 Increase / (Decrease) Project.Sub# Account Number Expense Revenue Project Sub AT Account Name 2250.9255.5806.00 91,000 - 02002 8000 EX Park Improvements 2250.0925.4419.02 91,000 02002 9600 RE Greenspace Fees - SW C:\Users\dmccoy\AppData\Roaming\L5\Temp\7f301edd-19a2-4241-96f8-0e85940b86f7 I of 1 OFFICE OF THE CITY ATTORNEY TO: FROM: DATE: RE: Kit Williams City Attorney Blake Pennington Assistant City Attorney Patti Mulford Paralegal Mayor Jordan City Council r -• Blake Pennington, Assistant City Attorney February 19, 2014 Contract with Grubbs, Hoskyn for construction materials testing at the Regional Park The proposed contract with Grubbs for construction materials testing contains some language limiting their liability to the City in the event the City ever made a claim for damages. The original language contained in the contract limited the amount we could recover substantially. After asking that this limitation language be removed entirely, Grubbs removed all except a provision that liability would be limited to the amounts of their insurance coverage. The insurance Grubbs carries meets the City's minimum requirements, which are quite substantial, and would likely be sufficient in the event the City had to rely upon those insurance policies to cover damages for personal injury, property damage or professional negligence. It is our office's duty to bring this to your attention so you can make a policy decision regarding approval of the contract in light of this issue.