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6590-041 - Amendment 4 Executed Docusign City Council Transmittal Coversheet File Name Purchasing Contact City Council Target Date Piggy Back Option Contract Expiration Ordinance DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Not Applicable Elm/Locust W/WW & Drainage Improvements Amendment #4 Cori Power PSA 6590-041 JUNE 28, 2022 N/A 22-1248 6590-041 PSA – Amendment #4 Page 1 of 2 FOURTH AMENDMENT TO CONTRACT BY AND BETWEEN THE CITY OF DENTON, TEXAS AND HALFF ASSOCIATES, INC. FILE 6590-041 THE STATE OF TEXAS § COUNTY OF DENTON § THIS FOURTH AMENDMENT TO CONTRACT 6590-041 (“Amendment”) by and between the City of Denton, Texas (“City”) and Halff Associates, Inc. (“Engineer”); to that certain contract executed on November 6, 2018, in the original not-to-exceed amount of $837,900 (the “Original Agreement”); amended on June 19, 2019 in the additional amount of $40,300 aggregating a not-to-exceed amount of $878,200 (the “First Amendment”); amended on May 13, 2020 for a 5% billing rate reduction (the “Second Amendment”); amended on January 12, 2021 in the additional amount of $177,840 aggregating a not-to-exceed amount of $1,056,040 (the “Third Amendment”); (collectively, the Original Agreement, the First Amendment, the Second Amendment, and the Third Amendment are the “Agreement”) for services related to the design of Locust and Elm Street Water, Wastewater and Drainage Improvement Project; WHEREAS, the City deems it necessary to further expand the services provided by Engineer to the City pursuant to the terms of the Agreement, and to provide an additional not-to-exceed amount $84,000 with this Amendment for an aggregate not-to-exceed amount of $1,140,040; and FURTHERMORE, the City deems it necessary to further expand the goods/services provided by Engineer to the City; NOW THEREFORE, the City and Engineer (hereafter collectively referred to as the “Parties”), in consideration of their mutual promises and covenants, as well as for other good and valuable considerations, do hereby AGREE to the following Amendment, which amends the following terms and conditions of the said Agreement, to wit: 1. The additional services described in Exhibit “A” of this Amendment, attached hereto and incorporated herein for all purposes, for professional services related to the Oakland Street Drainage Master Plan, are hereby authorized to be performed by Engineer. For and in consideration of the additional services to be performed by Engineer, the City agrees to pay, based on the cost estimate detail attached as Exhibit “A” to this Amendment, a total fee, including reimbursement for non-labor expenses an amount not to exceed $84,000. DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 6590-041 PSA – Amendment #4 Page 2 of 2 2. This Amendment modifies the Agreement amount to provide an additional $84,000 for the additional services with a revised aggregate not to exceed total of $1,140,040. The Parties hereto agree, that except as specifically provided for by this Amendment, that all of the terms, covenants, conditions, agreements, rights, responsibilities, and obligations of the Parties, set forth in the Agreement remain in full force and effect. IN WITNESS WHEREOF, the City and the Engineer, have each executed this Amendment electronically, by and through their respective duly authorized representatives and officers on this date _________________________. “ENGINEER” HALFF ASSOCIATES, INC. By: _________________________________ AUTHORIZED SIGNATURE, TITLE APPROVED AS TO LEGAL FORM: MACK REINWAND, CITY ATTORNEY By: _________________________________ “CITY” CITY OF DENTON, TEXAS A Texas Municipal Corporation By: _______________________________ ATTEST: ROSA RIOS, CITY SECRETARY By: _________________________________ THIS AGREEMENT HAS BEEN BOTH REVIEWED AND APPROVED as to financial and operational obligations and business terms. _______________ ________________ SIGNATURE PRINTED NAME __________________________________ TITLE __________________________________ DEPARTMENT DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Public Works Team Leader Rebecca Diviney Capital Projects/Engineering Director of Capital Projects/City Engineer 06/28/2022 City ManagerSara Hensley Page 1 of 7 AMENDMENT NO. 4 TO PROFESSIONAL SERVICES AGREEMENT ADDITIONAL SERVICES Oakland Street Drainage Master Plan Amendment to Locust Street and Elm Street Water, Wastewater and Drainage Improvement Project FILE 6590-041 This amendment is to add engineering and survey services to the original contract File 6590-041, which was executed on November 8, 2018. The City of Denton is considering improvements to Oakland Street. This has experienced past drainage and flooding issues and the City has asked Halff Associates, Inc. will prepare a Master Drainage Plan for the Oakland Street and connecting systems. Based on previous flooding and design experience with the Elm and Locust Street projects, it is understood that the drainage systems in this area are not adequate to con vey the 100-yr design storm. This end, there is some cross drainage between systems, especially to the west from Oakland St. to Austin St. and on to Locust St. There are also known drainage issues on the TWU campus, which have been studies by others. To ensure that the impact of these systems on each other is understood, the area shown in the attached exhibit will be studied. Existing conditions will be evaluated to understand the existing drainage issues and then options for improving the system to meet City of Denton Stormwater Design Criteria Manual (December 2021) requirements will be developed. The results of this study will be used as the basis for design of any storm drain improvements to Austin, Oakland, and Texas Streets. The Pecan and North Pecan Creek Master Plan previously prepared by Halff indicated significant flooding issues at the outfall of the Oakland St. storm drain system. This project will not attempt to remedy those flooding issues, and any alternatives will be limited in impact by these tailwater conditions. Halff will consider both the existing 100- year tailwater conditions (as reported in the Master Plan) and the potentially reduced tailwater conditions from improving the railroad crossing just east of Bell Pl. on Pecan Creek. This will help demonstrate the benefits of improvements on Pecan Creek and the benefits, if any, of an expanded storm sewer system in the study area. The detailed scope of the project follows. Halff will provide the following Additional Services: I. Surveying. a. Halff will perform survey for up to 25% (16) above ground assets or nodes for field data collection to verify the integrity of the City provided GIS datasets. Exhibit A DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Page 2 of 7 b. Survey will provide the following information for above ground assets (up to the totals identified in the previous item) in the detailed study areas for the identified storm drain features: • Horizontal location • Vertical elevation data • Material • Pipe Sizes • Pictures • Field Notes/Attributes II. Study Management and Coordination a. Halff will attend an initial kickoff meeting to discuss the project. b. Halff will provide a proposed schedule at the beginning of the study and keep the City informed on any necessary updates to the schedule throughout the project. c. Halff will be available to attend a meeting with the City to discuss the existing conditions modeling and alternative evaluation options. d. Halff will be available to attend a meeting with the City to discuss the results of the alternative evaluations and assist in the selection of the preferred drainage option. e. Deliverables i. Documentation ii. Project Schedule iii. Support Data – Relevant meeting notes and email correspondence, project status updates, and action items/follow-up for Halff. iv. Monthly Progress Reports III. Data Collection and Evaluation a. Halff will be allowed to utilize existing City models, topography/terrain data, reports, applicable memorandums, shapefiles, and survey data related to the project. b. Denton will provide available record drawings of storm drain infrastructure and drainage structures for the watershed area. c. Denton will provide historical flooding information and available drainage complaints for affected properties in the study area. d. Denton will be asked to request flood claims data from the Texas Water Development Board (TWDB) to assist in the assessment of existing flood risk and confirmation of model results. Halff will prepare a draft request for the City’s consideration, if needed. e. Halff will use the provided information and terrain data as part of the base model data. f. Halff will identify and collect some supplemental field measurements for conceptual analysis, if needed. g. Halff will visit the site and watershed area to make general observations and to take photos for reference. DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Page 3 of 7 h. Halff will develop a base map of existing conditions from the data collected in the phase, to utilize for the evaluation of existing level of service and for the alternative analysis. IV. Evaluation of Existing Conditions a. Upon completion of the field surveys and site observations, Halff will evaluate and verify existing data provided versus actual conditions in the field. b. Hydrology - Halff will evaluate existing conditions hydrology utilizing SCS Curve Number method or rain-on-mesh analysis, depending on conditions found during data collection. c. Drainage areas will be developed for the existing systems within the study area and associated with corresponding modeling nodes. Drainage areas will be delineated based on the LiDAR data and may include a single basin for multiple inlets, known as “grouping inlets”. d. 2D Storm Sewer Hydraulics – Halff will evaluate existing conditions storm sewer hydraulics and 2-dimensional overflow using Infoworks ICM or XP-SWMM 2D. Hydraulic study extents include approximately 1.9 miles of storm sewer, based on City GIS data, in the study area shown in the attached exhibit. e. Tailwater conditions will be established for each storm drain outfall based on the coincident flow probability and the existing Master Plan modeling. The alternative analysis for constrained tailwater conditions may need to consider a free tailwater conditions to evaluate opportunities to mitigate localized flood hazards. These assumptions will be documented with the specific alternative analysis. f. Halff will simulate the 10-, 25-, 50-, 100-yr flows. g. Level of service for each portion of the system will be provided based on the storm flows modeled (i.e., <10-yr, 25-50-yr, etc.) h. 2D Inundation areas will be provided for these design flows in the modeled areas. i. Prepare report summarizing existing conditions analysis and level of service. Meet with City to discuss results and potential alternatives to be analyzed. j. Deliverables i. Existing conditions report ii. Documentation iii. Internal quality assurance/quality control documentation iv. Model results v. Level of service summary vi. Inundation mapping vii. Digital Data viii. Models DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Page 4 of 7 V. Alternatives Analysis a. Halff will prepare up to two (2) alternatives that focus on bringing the storm drainage system along Oakland and Austin Streets into compliance with the Stormwater Criteria Manual. The primary alternative will be installation of a storm drain system along Austin St. and upgrade of the system within Oakland St. Alternatives may include different levels of service and impacts of potential improvements upstream of these systems. Halff will discuss potential alternatives with City before beginning modeling. b. The initial alternatives will be conceptual in nature for consideration by the City. c. Alternatives will consider constraints of structures and properties located in the area. d. Halff will consider potential utility conflicts, based on City GIS data e. The alternative selected in coordination with the City will be finalized and prepared for design f. Deliverables i. Documentation ii. Any relevant correspondences, discussions, and technical decisions regarding the alternative analysis iii. Internal quality assurance/quality control documentation iv. Model results comparisons v. Floodplain mapping for alternatives vi. Digital Data vii. Hydrology and Hydraulics Model VI. Report Preparation a. Halff will include information gathered in previous tasks and prepare a drainage report. b. The report will include information on the technical data used for the study, the evaluation of existing conditions, and the alternatives analysis. Associated figures, tables, and models will be included with the report. c. Halff will include estimates of probable construction costs for alternatives. Only the final selected alternative will include a full detailed cost estimate. d. Halff will address comments from the City upon completion of the review of the report. e. Deliverables i. Documentation ii. Report documentation, including tables, figures, and digital models. iii. Internal quality assurance/quality control documentation iv. Digital Data v. Digital models, shapefiles, and report in PDF format DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Page 5 of 7 VII. Reimbursable. Reimbursable costs include printing, deliveries, mileage, and other direct costs associated with the project. Reimbursable costs are included in the items described above. VIII. Miscellaneous. Miscellaneous services not provided for herein and not generally associated with a project of this type will be paid for under an amendment to this Agreement and for an additional fee. These services include but are not limited to: 1. TxDOT utility permit preparation 2. SUE services 3. Geotechnical investigations 4. Water or wastewater flow calculations or estimations. 5. Storms drain and culvert replacement/repair construction documents. 6. Construction plans 7. Any Detention design and analysis 8. Traffic signal design 9. Traffic studies 10. Street lighting design 11. Sidewalk and pedestrian facility design beyond that described above 12. TDLR permitting 13. Public meetings 14. Landscape and irrigation design 15. FEMA coordination with CLOMR, LOMR, etc. 16. Fees associated with FEMA or any other permits. 17. Detailed drainage analysis of overflow areas outside of the study area or upstream of Oakland St. 18. Elevation certificates 19. Hydraulic floodway analysis 20. Filing fees and permitting fees 21. Sales tax 22. Quality control and material testing serviced during construction 23. Additional surveying not listed including verification surveys , construction staking, and detailed survey of cross-drainage structures in the watershed. 24. Review of Engineers certificates. The Engineer shall not be required to execute any documents subsequent to the signing of this Agreement that in any way might, in the sole judgement of the Engineer, increase the Engineer’s risk of the availability or cost of his or her professional or general liability insurance. DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Page 6 of 7 COMPENSATION PROFESSIONAL SERVICE FEE SUMMARY PROJECT TASKS FEE 1. Project Management $6,300 2. Data Collection $6,700 3. Survey $7,000 4. Evaluation of Existing Conditions $32,000 5. Alternative Analysis $21,000 6. Report Preparation $11,000 Total $84,000 Note: Reimbursable expenses are separate and will be charged at 1.1 times the direct cost. * fee as of March 2022, subject to change. The estimated fees established above, shall be considered lump sum. The fees will not be exceeded without prior approval. Our services will be invoiced monthly, based on the work completed. Direct costs including printing and reproduction, postage, messenger service, long distance telephone calls and travel will be considered reimbursable. They will be billed at 1.1 times the direct cost incurred. Unless otherwise stated, fees quoted in this proposal exclude state and federal sales taxes on professional services. Current Texas law requires assessment of sales tax on certain kinds of surveying services but does not require sales taxes on other professional services. In the event that new or additional state or federal taxes are implemented on the professional services provided under this contract during the term of the work, such taxes will be added to the applicable billings and will be in addition to the quoted fees. The budget established above does not include revisions once the design is unde rway. If revisions are requested by the owner, a revision to the scope and budget will be required. The fees quoted in this proposal will be honored for up to 30 days from the date of this proposal. PROJECT SCHEDULE Halff will begin work immediately after receipt of written notice to proceed. This schedule assumed that the Notice to Proceed will be received the week of June 7. 2022. The survey, existing analysis, alternate analyses, and conceptual cost estimates will be completed by August 31, 2022. The report and final submittal will be completed by September 30, 2022. The schedule does not include review time and delays by others. The schedule is subject to change based on direction for the City of Denton. DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Page 7 of 7 SUMMARY OF THE AMMENDED CONTRACT Original Contract Fee $837,900 Amendment No. 1 $40,300 Amendment No. 2 $0 Amendment No. 3 $177,840 Amendment No. 4 $84,000 Amended Contract Fee $1,140,040 Signed and effective on this the _________ day of ____________, 2020. CITY OF DENTON, TEXAS By:_______________________________ Printed Name:_______________________ Title:______________________________ HALFF ASSOCIATES, INC., CONSULTANT By:_________________________________ Printed Name: Joshua McClure, PhD, PE, CFM, PMP Title: Water Resources Team Leader DocuSign Envelope ID: 8277AE0C-00BB-423E-A66A-D641EA506DC4 Certificate Of Completion Envelope Id: 8277AE0C00BB423EA66AD641EA506DC4 Status: Completed Subject: Please DocuSign: City Council Contract 6590-041-Elm/Locust W/WW & Drainage Improvements Amendment #4 Source Envelope: Document Pages: 10 Signatures: 5 Envelope Originator: Certificate Pages: 6 Initials: 1 Cori Power AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-06:00) Central Time (US & Canada) 901B Texas Street Denton, TX 76209 cori.power@cityofdenton.com IP Address: 198.49.140.10 Record Tracking Status: Original 5/16/2022 10:06:35 AM Holder: Cori Power cori.power@cityofdenton.com Location: DocuSign Signer Events Signature Timestamp Cori Power cori.power@cityofdenton.com Senior Buyer City of Denton Security Level: Email, Account Authentication (None) Completed Signed by link sent to cori.power@cityofdenton.com Using IP Address: 198.49.140.10 Sent: 5/16/2022 10:23:47 AM Viewed: 5/16/2022 10:27:49 AM Signed: 5/16/2022 10:28:04 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Lori Hewell lori.hewell@cityofdenton.com Purchasing Manager City of Denton Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Signed by link sent to lori.hewell@cityofdenton.com Using IP Address: 198.49.140.104 Sent: 5/16/2022 10:28:07 AM Viewed: 5/16/2022 10:48:30 AM Signed: 5/16/2022 10:48:46 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Marcella Lunn marcella.lunn@cityofdenton.com Deputy City Attorney City of Denton Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Signed by link sent to marcella.lunn@cityofdenton.com Using IP Address: 198.49.140.104 Sent: 5/16/2022 10:48:48 AM Viewed: 5/16/2022 12:44:13 PM Signed: 5/16/2022 12:49:39 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign David M. Smith Dsmith@halff.com Public Works Team Leader Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Signed by link sent to Dsmith@halff.com Using IP Address: 173.227.66.227 Sent: 5/16/2022 12:49:42 PM Viewed: 5/24/2022 8:22:45 AM Signed: 5/24/2022 8:23:17 AM Electronic Record and Signature Disclosure: Accepted: 5/24/2022 8:22:45 AM ID: 8bb5ce2c-69b7-49bd-a78e-ec5ed0e07b69 Signer Events Signature Timestamp Rebecca Diviney Rebecca.Diviney@cityofdenton.com Director of Capital Projects/City Engineer Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Signed by link sent to Rebecca.Diviney@cityofdenton.com Using IP Address: 198.49.140.10 Sent: 5/24/2022 8:23:19 AM Viewed: 5/24/2022 8:53:19 AM Signed: 5/24/2022 8:53:39 AM Electronic Record and Signature Disclosure: Accepted: 5/24/2022 8:53:19 AM ID: 40c228a4-a9ae-4342-bd1f-a0bc5aa2e086 Cheyenne Defee cheyenne.defee@cityofdenton.com Procurement Administration Supervisor City of Denton Security Level: Email, Account Authentication (None) Completed Signed by link sent to cheyenne.defee@cityofdenton.com Using IP Address: 198.49.140.104 Sent: 5/24/2022 8:53:43 AM Viewed: 6/29/2022 6:59:28 AM Signed: 6/29/2022 6:59:37 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Sara Hensley sara.hensley@cityofdenton.com City Manager City of Denton Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Signed by link sent to sara.hensley@cityofdenton.com Using IP Address: 73.158.243.185 Signed using mobile Sent: 6/29/2022 6:59:39 AM Viewed: 6/29/2022 8:10:16 AM Signed: 6/29/2022 8:10:23 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Rosa Rios rosa.rios@cityofdenton.com City Secretary Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Signed by link sent to rosa.rios@cityofdenton.com Using IP Address: 198.49.140.10 Sent: 6/29/2022 8:10:26 AM Viewed: 6/29/2022 11:14:45 AM Signed: 6/29/2022 11:15:07 AM Electronic Record and Signature Disclosure: Accepted: 6/29/2022 11:14:45 AM ID: e709e724-1ec6-49f0-a7bd-bf370b63bb00 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Carbon Copy Events Status Timestamp Cheyenne Defee cheyenne.defee@cityofdenton.com Procurement Administration Supervisor City of Denton Security Level: Email, Account Authentication (None) Sent: 5/16/2022 10:28:07 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Gretna Jones gretna.jones@cityofdenton.com Legal Secretary City of Denton Security Level: Email, Account Authentication (None) Sent: 5/24/2022 8:53:41 AM Viewed: 5/24/2022 9:19:17 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign City Secretary Office citysecretary@cityofdenton.com Security Level: Email, Account Authentication (None) Sent: 6/29/2022 11:15:11 AM Viewed: 6/29/2022 12:27:47 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Seth Garcia Seth.Garcia@cityofdenton.com Security Level: Email, Account Authentication (None) Sent: 6/29/2022 11:15:13 AM Electronic Record and Signature Disclosure: Accepted: 11/24/2021 5:08:53 PM ID: 6d742198-7a10-4510-ac7b-9e1cbf868da0 Cheyenne Defee cheyenne.defee@cityofdenton.com Procurement Administration Supervisor City of Denton Security Level: Email, Account Authentication (None) Sent: 6/29/2022 11:15:15 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 5/16/2022 10:23:47 AM Certified Delivered Security Checked 6/29/2022 11:14:45 AM Signing Complete Security Checked 6/29/2022 11:15:07 AM Completed Security Checked 6/29/2022 11:15:15 AM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, City of Denton (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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