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R-2023-284 - 9/14/2023 RESOLUTION NO. R-2023-284 WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering Services ("Contract') with Kimley-Horn and Associates for the Harrell Parkway Reconstruction Project, and WHEREAS, Kimley-Horn and Associates has submitted Supplemental Contract No. 1 to the Contract to modify the provisions for the scope of services and to increase the compensation, and WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with Kimley-Horn and Associates, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental Contract No. 1 to the Contract with Kimley-Horn and Associates, a copy of same being attached hereto as Exhibit"A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 14th day of September, 2023. CRAI MOR , Mayor City of Rounolock, Texas ATTEST: Ja 0 I MEAGAN S KS, C4tCerk 0112.20232:4853-6900-5949 EXHIBIT STATE OF TEXAS § "A" § COUNTY OF WILLIAMSON § SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FIRM: KIMLEY-HORN AND ASSOCIATES ("Engineer") ADDRESS: 10814 Jollyville Road, Building 4, Suite 200,Austin, TX 78759 PROJECT: Harrell Parkway Reconstruction This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and Kimley-Horn and Associates, hereinafter called the"Engineer." WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract," on the 22nd day of June, 2023 for the Harrell Parkway Reconstruction Project in the amount of$654,760.00; and WHEREAS,it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation by $101,343.57 to a total of$756,103.57; NOW THEREFORE,premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article 2, Engineering Services and Exhibit B,Engineering Services shall be amended as set forth in the attached Addendum to Exhibit B. II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $101,343.57 the lump sum amount payable under the Contract for a total of$756,103.57,as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF,the City and the Engineer have executed this Supplemental Contract in duplicate. [signature pages follow] Supplemental Contract Rev.06/16 0199.202321;4873-9035-4038 84275 1 KIMLEY-HORN AND ASSOCIATES By: 5jk-,�-C,-60A* Brian Boecker, Senior Vice President 8/15/2023 Date Supplemental Contract Rev.06/16 0199.202321;4873-9035-4038 84275 2 CITY OF ROUND ROCK APPROVED AS TO FORM: By: Craig Morgan, Mayor Stephanie L. Sandre, City Attorney Date Supplemental Contract Rev.06/16 0199.202321;4873-9035-4038 84275 3 ADDENDUM TO EXHIBIT B Engineering Services City: Round Rock, Texas Location(s): Old Settlers Park Project: Harrell Parkway Improvements Supplemental Agreement No. 1 PROJECT UNDERSTANDING Kimley-Horn (the `Engineer") will provide additional professional services for a new roadway connection between Harrell Parkway and Kenny Fort Boulevard, reconstruction of Sports Capital Crossing to tie into the revised alignment of Harrell Parkway, a paved parking lot adjacent to Harrell Parkway at the pedestrian crossing,and two(2)multi-purpose fields adjacent to the pedestrian crossing at Harrell Parkway. Improvements will consist of preliminary roadway design, preliminary site development for the parking lot and multi-purpose fields, drainage analysis, environmental, geotechnical, and public involvement support services. The Engineer will incorporate improvements into the preliminary schematic roll plot as part of the original scope for Harrell Parkway. SCOPE OF SERVICES Kimley-Horn will provide the services specifically set forth below. Task 1—Project Management a) The Engineer will update the project schedule and work plan for executing the project scope of services. Task Deliverables: i. Updated Project Development Schedule Task 2—Design Survey Additional survey needed for additional scope will be provided by the City. Task 3—Environmental Documentation The environmental documentation will be updated to include new roadway connection between Harrell Parkway and Kenny Fort Boulevard,the reconstruction of Sports Capital Crossing,the paved parking lot,and the multi-purpose fields. Task 4—Geotechnical Engineering The Engineer will contract with Beyond Engineering and Testing(BEYOND)to conduct geotechnical studies within the corridor. BEYOND's scope of services consist of: a) One pavement boring previously planned along Harrell Parkway has been repurposed to be drilled for the connection road between Harrell Parkway and Kenny Fort Blvd. The boring will be drilled to a depth of 15 feet. The pavement boring will be used to develop pavement layer thickness design for the new road. b) One pavement boring previously planned along Harrell Parkway has been repurposed to be drilled within the proposed parking lot/multipurpose field area. The boring will be used to provide pavement section thickness recommendations for the parking lot,subgrade preparation recommendations for the multipurpose sport fields and drilled pier foundation recommendations for the sport lighting. The following deliverables will be updated to include the new roadway connection between Harrell Parkway and Kenny Fort Boulevard,the paved parking lot, and the multi-purpose fields: i. Draft and final geotech report Task 5—Concepts and Alternatives Evaluation No additional scope required for this task. Task 6—Preliminary 30% Schematic Design a) The Engineer will establish horizontal geometry and develop horizontal geometrics for the following: • New roadway connection between Harrell Parkway and Kenny Fort Boulevard, approximately 700-ft • Reconstruction of Sports Capital Crossing to tie into the revised alignment of Harrell Parkway b) The Engineer will evaluate and design vertical profile utilizing Microstation V8i and Geopak roadway design software for the following: • New roadway connection between Harrell Parkway and Kenny Fort Boulevard, approximately 700-ft • Reconstruction of Sports Capital Crossing to tie into the revised alignment of Harrell Parkway c) The Engineer will develop a basic 3D corridor model and cross sections at no greater than 100- foot intervals to determine roadway grading limits for the new connection between Harrell Parkway and Kenny Fort Boulevard and the reconstruction of Sports Capital Crossing. d) The Engineer will prepare proposed typical sections to be included on the preliminary schematic roll plot for the new roadway connection between Harrell Parkway and Kenny Fort Boulevard and Sports Capital Crossing. e) The Engineer will incorporate the following in the preliminary design schematic for the new connection between Harrell Parkway and Kenny Fort Boulevard,reconstruction of Sports Capital Crossing,the paved parking lot,and multi-purpose fields: • existing topography and utilities • horizontal alignments • vertical profile design • proposed pavement edges • proposed sidewalks • intersection improvements • culvert improvements • proposed lane striping 2 f) The Engineer will update preliminary Opinion of Probable Construction Cost to include the new roadway connection between Harrell Parkway and Kenny Fort Boulevard and reconstruction of Sports Capital Crossing. g) The Engineer will perform Quality Control/Quality Assurance on each schematic deliverable. h) Incorporate comments regarding the new roadway connection between Harrell Parkway and Kenny Fort Boulevard and reconstruction of Sports Capital Crossing in the comment response matrix. The following deliverables will be updated to include the new roadway connection between Harrell Parkway and Kenny Fort Boulevard and the reconstruction of Sports Capital Crossing: i. Draft and final 30%schematic roll plots ii. Draft and final 30%Opinion of Probable Construction Cost iii. Preliminary cross sections at draft and final submittals for the new roadway connection between Harrell Parkway and Kenny Fort Boulevard iv. Traffic control plan narrative and phasing diagram Task 7—Drainage Study and Report Drainage study: the Engineer will perform an overall drainage analysis of the existing conditions vs proposed conditions in order to develop the schematic design for the new roadway connection between Harrell Parkway and Kenny Fort Boulevard,the reconstruction of Sports Capital Crossing,the paved parking lot and multi-purpose fields. The Engineer's analysis will consist of: a) Prepare drainage design criteria for culverts and ditches b) Data Collection: obtain terrain,survey,and as-built plans c) Culvert(non-FEMA crossings)for the new culvert crossing along the new roadway connection between Harrell Parkway and Kenny Fort Boulevard and the driveway culvert on Sports Capital Crossing o Perform Hydrology ■ Define methodology ■ Delineate external drainage areas ■ Determine time of concentration and other drainage area parameters ■ Determine existing and future land use conditions o Perform Hydraulics ■ Develop proposed conditions HY-8 model d) Preliminary Ditch Analysis along the new roadway connection between Harrell Parkway and Kenny Fort Boulevard and the reconstruction of Sports Capital Crossing o The Engineer will produce interior drainage areas o The Engineer will determine preliminary ditch size needs for schematic e) Existing Pond Analysis and Detention Pond Sizing/Location The proposed paved parking lot and multi-purpose fields will cover up an existing detention pond. The Engineer will perform: o Existing Analysis ■ Define methodology ■ Delineate external drainage areas ■ Determine time of concentration and other hydrologic parameters 3 ■ Determine existing and future land use conditions ■ Determine detention effect of the existing detention pond. o Proposed Analysis ■ Revise drainage areas,land use conditions, and hydrologic parameters to determine the impacts of the proposed parking lot and removal of the existing detention pond. ■ Determine volume and size needed to detain runoff created by the proposed paved parking lot and compensatory storage for the existing detention pond to be removed. o Evaluate potential Detention Pond Location ■ Engineer will identify up to 1 detention pond location and prepare a conceptual exhibit(plan view only)of potential detention pond and channel locations. ■ Engineer assumes a detention pond will be designed by others to detain the additional runoff created by the overall park project. The detention pond volumes determined in the"Proposed Analysis"above will need to be incorporated into the design of the detention pond for the overall park project performed by others. f) Drainage Report: The Engineer will incorporate a summary showing results of the paved parking lot,new connection between Harrell Parkway and Kenny Fort Boulevard and reconstruction of Sports Capital Crossing hydrology and hydraulics into the drainage report. The report will also include the calculations and results from the above detention pond analysis. The following deliverable will be updated to include the paved parking lot,new roadway connection between Harrell Parkway and Kenny Fort Boulevard,the reconstruction of Sports Capital Crossing, and detention pond analysis: i. Drainage report Task 8—Public Involvement a) No additional scope required for this task. Task 9—Parking Lot and Multi-Purpose Fields a) Preparation of schematic plans (30% Construction Documents) and sections for the soccer fields, lighting, parking lot and site development. The plans will illustrate basic layout, schematic grading,and conceptual irrigation layout. b) Provide an opinion of probable cost for the soccer fields, parking lot, lighting, and site development and answer questions regarding estimated cost data. c) Incorporate comments received from the City for the paved parking lot and multi-purpose fields in the comment response matrix. d) The Engineer will perform Quality Control/Quality Assurance on each schematic deliverable. Task Deliverables: i. Provide One(1) 30%Parking Lot and Soccer Field Schematic Design Package(Electronic) ii. One(1)Combined Opinion of Probable Cost 4 Services not included: Any services not specifically provided for in the above scope will be billed as additional services and performed at our then current hourly rates. Additional services we can provide include, but are not limited to,the following: a) Additional survey for the new connection between Harrell Parkway and Kenny Fort Boulevard,the paved parking lot, and multi-purpose fields. b) Detention pond analysis to detain overall park project. c) Final design,bidding,and construction phase services d) Subsurface Utility Engineering outside of what has been defined in original scope. e) City-Owned or Franchise Utility Design f) Landscaping or streetscaping design or schematics g) Tree mitigation or irrigation services h) Expenses for advertising or holding public meeting i) Detailed Historical or Archeological surveys or reconnaissance j) Changes to environmental documents required by updates to Environmental Protection Agency(EPA)or USACE guidance k) Legal Representation at hearings 5 Exhibit D-Fee Schedule(Additional Services for New roadway connections,multipurpose fields and parldng lots) Project Name: Harrell Parkway Improvements Preliminary Engineering Prepared By: Kimle -Horn and Associates,Inc. Direct Labor o-Hams Task k Senior senior Prof Aoslyst Protect Admix sob Mi— Subtask Task Name Assumptions/ Prof Prof TV controller Labor Consultants Direct Number Subtask Name/Description Notes H I Total Expense 5300.00 280.00 190.00 170.00 95.00 $95.00 (hours) (s) (5 1 Project Management a Project Schedule&Work Plan 2 4 2 8 Expenses(Printing and Plotting) 0 $200 Tuk Tend(Hours) 2 4 0 2 0 0 8 Tuk Total(Dollan) $600 $1120 s0 $340 s0 s0 $ 060 s0 $200 2 Dalgo Survey 0 Task Total(Hours) 0 0 0 0 0 0 0 Task Tot.](Dollars) s0 $0 s0 s0 s0 s0 s0 s0 s0 3 Eavboome�l Dneemeffiatbn 0 a Envvonnerual Docu—nation 4 6 12 22 0 Tuk Total(Home) 0 4 6 12 0 0 22 Task Total(Dollars) $0 s1 120 $l 140 $2 040 s0 so $4 00 s0 s0 4 Gcoteeh k.]Engineering 0 BEYOND fee(refer to derailed fee achedde provided by BEYOND) 0 $2,642 5%Subconsultant Markup 1 0 $132 QA/QC of gmtect-cal engmarmg I 1 2 0 Task Total(Hoop) 0 1 1 0 0 0 2 T.k Tot.] $0 $280 $190 s0 $0 $0 5470 S2 642 $132.00 5 Concepts and Alteroattvr Evaluation 0 Task Total(Hour) 0 0 0 0 0 0 0 Task Total(Dollars) s0 s0 s0 so s0 $0 s0 so $0 6 Prelizoinary 30%Schematic Design 0 aI Horvontal Geometry 0 Horizontal Alignnent for new connection between Harrell Pmkw y and Kenny Fat Blvd 2 2 4 4 12 Horizontal Alignment for reconstruction of Sports Capital Way 2 2 4 8 b Evaluate and Design Vatiml Profile 0 Vertical Alignment for new connection bet—Harrell Parkway and Kenny Fort Blvd 2 2 6 10 20 Vertical Alignment for reconstruction of Sports Capital Way 2 2 2 1 4 10 c 3D Corridor Model 2 6 6 12 26 c Cross Sections 4 4 6 14 d Proposed Typical Sections 2 2 4 8 e 30%Preliminary Design Schematic 2 2 6 12 22 f Opinion of Probable Construction Cost 2 4 4 10 QA1QC 4 4 2 10 h Conano nt/Rmponse Matrix and Schematic Roll Plot Revisias 1 3 6 1 10 0 Task Total(Hours) 14 29 41 66 0 0 1 ISO Tak Total(Dollars) $4 200 $8 120 $7 790 $l 1 0 $0 s0 S31 30 so so 7 D e Stody and Report a Prepare drainage design criteria nmrnu 2 2 b Data Colkction(effective studies/models,u-builts) 2 1 2 4 c Culvert Hydrology(rational method)(2 culverts) 2 1 4 1 6 12 c Culvert Hydraulic(IrY-8)analysis proposed(2 culverts) 2 4 8 14 d Ditch Internal Drainage Areas 2 2 4 g d Prelhninary Duch Sizing/Analysis 2 2 4 g e Existing Condition Analysis 2 2 8 20 32 e Proposed Analysis(Detamme Detention Pond Capacity for Parking Lot) 2 6 12 20 e Determine Detention Pond and Channel Location 2 2 4 8 16 f Drainage Report 2 2 6 12 22 ExhIDu D 0/8/2023 Papa 1 of Project Name: Harrell Parkway Improvements Preliminary Engineering Prepared By: Kimle -Horn and Associates,Inc. Direct Labor ersoo-Aoan Task# Senior Senior Prof Analyst Project Add" Sub Misc. Subtask Task Name Assumptions/ Prof Prof ry ConVOIer Labor Cotr"w"u Meet Number Subtask Name/Description Notes A I Total Espana, S300.00 280.00 190.00 170.00 95.00 $95.00 ens Task Total(Aeon) 6 18 36 78 0 0 138 Task Total(Dolan) $1800 $5 040 S6 840 $13 260 $0 $0 $26 940 so $0 8 Public Involvement 0 0 Task Total(Hem) 0 0 0 0 0 0 0 Task Total(Dollars) so $0 $0 $0 $0 so s0 so so 9 Parking Lot and Muld-Porim.Fields 0 a 30%Schematic Parking,Soccer Fields,and Site Development 2 20 30 48 I oo b Opinion of Probably Coat for Parking,Soccer Fields,Lighting and Site Development 2 2 2 2 8 c ConmtenNResponse Matrix and Schematic Rol Plot Revisions 2 2 4 4 1 12 d QA/QC 4 4 8 Enguteerns Associates(Sub-Consultant)-Lighting Schematics 0 $5 000 5%Subconsultant Markup 0 3250 QA/QC of Lighting Schmatic 2 2 4 0 Task Total(Hem) 12 1 30 36 54 0 0 132 Task Total(Dolan) $3 600 $8 400 $6 840 1 $9 180 $0 $0 $28 020 $5 000 $250 KrNILEY-HORN TOTAL(Noun) 34 86 120 212 0 0 452 KrMLEY-HORN TOTAL(Dolan) S10 200 $24 080 $22 900 $36 040 so So $93 120 SURCONSULTANT TOTAL(Dolan) s0 $0 $0 s0 $0 $0 $7 642 Kimley Horn Expemee and Subconsulfant Mark-up(Down $582 GRAND TOTALI $101,344 1 Project ,meat $2,260.00 2 Desire Survey S0.00 3 Environmental Doc®entation S• 00.00 4 Geotechoicsl Etial—rizat S3 243.57 5 Concepts and Alternatives Evaluation $0.00 6 Preld 30%Sch,mdc Design S31 30.00 7 Drahutge Studyand Report $26 40.00 8 Public Involvement $0.00 9 Parities Lot and Multi-Purpose Fields $33,270.00 o $101,343.57 50AIhlt D 8/8/2023 Paps 2 of 2 Harrell Parkway Improvements Preliminary Engineering Attachment E City of Round Rock,Texas Fee Schedule Add Scope-Parking Lot,Multipurpose Field,New Rdwy Method of Payment:Lump Sum&Specified Rate Subprovlder:Beyond Engineering and Testing,LLC 7/25/2023 Support Manager- Engineer(Senior) Engineer(Project) Engineer(Design) Engineer-In- Engineer-In- Administrative/ Labor Labor Sheet Task Description chem/ENV/PS&E Training II Training I Clerical Hour Cost Count SD Total Total Total FC 160(163)-Miscellaneous(Roadway) FC 163.3 Geotechnical Borings and Investigations 0 $ - WA Collect and review as-built plans and project planning 0 $ - Boring layout,site reconnaissance&boring staking 0 $ - Utility Clearance(TX811)and Coordination with TxDOT 0 $ - Traffic control planning and ROW permit coordination with City 0 $ - Logger mob/demob 0 $ - Drilling coordination and logging 0 $ - Review field logs 0 $ - Assign laboratory testing 0 $ - Laboratory test data review 0 $ - Boring logs preparation 0 $ - Bridge Foundation Capacity Curves and D50 for Scour 0 $ - Light Pole Lpile Parameter Table 1 2 3 $ 480.29 Pavement Design and Recommendations 1 2 3 $ 480.29 MSE Wall Analysis:Settlement,Sliding,Overturning,Eccentricity,Bearing,Rotational Stability 0 $ - QA/QC Review 1 1 $ 259.35 Draft Geotechnical Report Preparation 1 1 1 1 4 $ 710.82 N/A Final Geote hnical Report Preparation 1 1 1 1 4 $ 710.82 N/A Project Monthly Invoicing 0 $ - N/A 0 $ - N/A Subtotal Labor Hour 0 3 4 6 2 0 0 15 $ 2,641,57 N/A Contract Rate Per Hour $ 26256 $ 259.35 $ 192,11 $ 144.09 $ 115,27 $ 107,26 $ 80.05 Subtotal Labor Coats FC 160(163) $ - $ 778,05 $ 71l $ 864.54 $ 230,54 $ - $ - f 2,641.57 Page 1 of 1 Exhibit F s , u 1T ` , * S e SL 10 �. . • 4S. a ! � er C_ 0' '- _ *3 7.& i a Or Legend ��►����� r <_ ,i,._ _ Projects N Harrell Pkwy !a?N2!O(K i xn'. Round Rock Transportation Department 0 015 o