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5768 - Amendment 1 Executed Docusign City Council Transmittal Coversheet File Name Purchasing Contact City Council Target Date Granicus # Ordinance # DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E Amendment #1 - Hazen & Sawyer design of West Peak Flow Pump Station FILE 4/5/2016 5768 Rebecca Hunter RFP 5768 – Amendment #1 Page 1 of 2 THE STATE OF TEXAS § § COUNTY OF DENTON § FIRST AMENDMENT TO CONTRACT BY AND BETWEEN THE CITY OF DENTON, TEXAS AND HAZEN AND SAWYER, P.C. [RFP NO. 5768] THIS FIRST AMENDMENT TO CONTRACT 5768 (“Amendment”) by and between the City of Denton, Texas (“City”) and Hazen and Sawyer, P.C. (“Contractor”); The original Agreement provided for Hazen and Sawyers’ services related to design of the Hickory Creek Peak Flow Detention Facility as is contained in Contract #5768 (on file in the Purchasing Office). The initial agreement for the Basic Services – (Exhibit A), was approved on July 21, 2015, in the not-to-exceed amount of $427,368. The CITY deems it necessary to further expand the goods/services provided by CONTRACTOR to the CITY; NOW THEREFORE, Section 2 “Compensation”, is modified to include Exhibit A. This modification includes Design of the Pecan Creek Water Reclamation Plant West Peak Flow Pump Station in the amount of $112,758 with a revised not- to-exceed total of $540,126. All other provisions of the contract 5768, as heretofore amended, remain in full force and effect. IN WITNESS WHEREOF, the CITY and the CONTRACTOR, have each executed this Amendment electronically, by and through their respective duly authorized representatives and officers on this date _________________________. DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E April 5, 2016 RFP 5768 – Amendment #1 Page 2 of 2 “CITY” CITY OF DENTON, TEXAS A Texas Municipal Corporation By: __________________________________ GEORGE C. CAMPBELL, CITY MANAGER ATTEST: JENNIFER WALTERS, CITY SECRETARY By: __________________________________ APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY By: ___________________________________ “CONTRACTOR” HAZEN AND SAWYER, P.C. By: _________________________________ AUTHORIZED SIGNATURE, TITLE DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 1 of 8 February 18, 2016 P.S. Arora, P.E. Assistant Director of Wastewater Utilities City of Denton 901-A Texas Street Denton, TX 76209 Re: Scope of Work – Design of the Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Dear Mr. Arora: In response to your request, Hazen has developed a scope and level of effort for the design of a peak flow diversion pump station located at the Pecan Creek Water Reclamation Plant. The purpose of the pump station is to divert peak flows from the Pecan Creek Interceptor into the existing diurnal basin and connected equalization basin to manage peak flows during a 5-year design storm for the planning year 2033. The City has evaluated the wet weather conditions using the existing InfoWorks model and determined that a 30 million gallon per day (mgd) pump station is required to divert flow to the 11 million gallons of existing onsite combined storage. Some modifications are anticipated at the onsite combined storage basins to implement the future flow diversion strategy. Hazen will include the following features with the conveyance system and storage basin designs: One (1) weir diversion structure with a common wall to the proposed peak flow diversion pump station wet well One (1) new permanent vehicle access drive from the existing road at PCWRP to the pump station and diversion structure One (1) 30 MGD firm capacity pump station with constant speed non-clog submersible pumps, pump retrieval system, piping, valves and appurtenances Additional lighting near the pump station Pump station level monitoring Electrical utility service coordination for new transformers/power supply. Outdoor rated electrical equipment for the new pump station (no electrical building); similar to the existing PCWRP East Peak Flow Pump Station EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 2 of 8 Task 100: Investigation and Preliminary Engineering Services Task 101: Review Existing Information and Basis of Design Confirmation ENGINEER will review information provided by the City related to the design of the Pecan Creek Peak Flow Pump Station including, but not limited to: Pecan Creek WRF Record Drawings City of Denton InfoWorks Model Outputs for the Design Storm(s) Existing utility information including power supply, voltage, capacity, etc. Relevant City of Denton Design Criteria Manuals and Development Code Requirements ENGINEER will review existing information and confirm that the necessary background information meets design needs. The ENGINEER will use the existing City of Denton InfoWorks model outputs to confirm the design criteria with a more detailed design evaluation of varying storm events, storage sizes and pumping rates. Scope Item Assumptions: City will provide existing datum and monument information. Record drawing files will be provided in .PDF or .JPEG format by the City City will provide InfoWorks model outputs required to define the basis of design. Engineer assumes no liability for City’s InfoWorks model outputs. Meetings: One hour meeting with the City engineer to confirm necessary storm scenarios and InfoWorks outputs Deliverables: Data request letter transmitted electronically in PDF format. Subtask 102: Geotechnical Investigation ENGINEER will perform a site specific geotechnical investigation including coordination with the geotechnical investigation sub-consultant, review and analysis of the geotechnical investigation report, and summary of design requirements. Scope Item Assumptions: A total of one (1) boring for the pump station and diversion structure facility; assumed to be a common structure EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 3 of 8 A written report will be provided summarizing the geotechnical findings with all the required information for design, including, but not limited to: Foundation recommendations Groundwater table conditions Pipe bedding recommendations Soil characteristics such as allowable bearing pressure, lateral earth pressure, subsurface soil profile, etc. Seismic parameters All site activities will be coordinated with the City and in accordance with the City’s agreements with adjacent property owners. Meetings: One hour meeting on site with the geotechnical investigator to coordinate location and requirements Deliverables: One electronic (.PDF format) and three (3) hard copies of the geotechnical investigation report. Subtask 103: Basis of Design Technical Memorandum ENGINEER will perform a preliminary design of the siting and location of access roads, diversion structure location, pump station, yard piping layout and all related appurtenances. Preliminary analysis will determine impacts to surrounding environmental resources such as encroachments to floodplain and stream buffer boundaries, as well as determine overall project footprint and the necessary regulatory permits required for environmental and construction compliance. The memorandum will include basis of design summaries for each discipline based on the preliminary design activities. Subtask activities will include: Performing a code review to determine permit, easement and regulatory requirements that impact the facility for impacted disciplines Perform a geotechnical investigation including one bore at the location for the pump station and diversion structure Perform site survey in the area designated for the peak flow pump station; approximately one acre total including tree location Preparing discipline design basis summaries that are to include the following areas: o General – Hydraulic profile and process flow schematic o Civil – Site Work and Yard Piping Preliminary site grading Determination of total project footprint and impact for the performance of topographical survey EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 4 of 8 Compliance with TPDES General Permit for stormwater discharges during construction Compliance with City of Denton Site Design and Drainage Design Criteria Coordination with the Corp of Engineers is not included as part of this project scope with the assumption that the improvements will not impact the flood plain or existing Endangered Species Act (ESA) areas. Determining best source of wash down hose bibs, either potable water or plant service water, and tap in location A preliminary site plan showing preliminary location of above grade facilities, pipeline alignments and road way access, power easement, etc. A preliminary site grading and drainage plan showing revised site contours List of anticipated required project permits; if applicable o Structural Foundation type and subgrade requirements for major facilities based on results of the geotechnical investigation o Mechanical Summary of hydraulic calculations required to optimize pipeline sizes, pump capacity, energy, wet well size, etc. A hydraulic profile Confirm operational philosophy with constant speed pumps. As requested, VFD analysis is not included as part of this evaluation. o Electrical and Instrumentation Site electrical requirements including incoming service, power distribution, backup power requirements, materials of construction, and identification of equipment manufacturers Provisions for a portable emergency generator connection which would allow for a standby generator to be installed in the future Preliminary control philosophy City’s power supply delivery plan and scope summary Preliminary site lighting plan description Electrical one line diagram Bottom half of the P&ID Meetings: One, 1-hour meeting to review the draft technical memorandum and receive the City’s review comments Deliverables: Description of basis of design will be included as part of the draft and final preliminary design deliverables for the Hickory Creek Peak Flow Detention Facility. EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 5 of 8 Task 200: Detailed Design and Bid Phase Services Subtask 201: 50-Percent Design ENGINEER will perform the necessary design calculations, agency coordination, development of plans, specification development, manufacturer coordination and cost estimation in accordance with applicable Federal, State and local regulations in addition to the City’s design standards. The level of detail will conform to industry standards for a 50% level design detailed below. Subtask activities will include: Preparing the 50% design drawings which will contain the following in general: o General Sheets o Civil – existing plan (identifies horizontal and vertical control information, existing easements, flood plain, flood way, setbacks and buffers, existing facilities, roads, etc.), existing grading, proposed facility plan, proposed site grading plan, proposed site paving plan, proposed yard piping plan, force main plans and profiles, site erosion and sediment control plan, storm water control plan and standard details. o Mechanical – facility plans and primary sections (pump station, miscellaneous improvements at the diurnal basin, etc.), and initial standard details o Structural – general notes, facility plans and primary sections, and standard details o Electrical – general notes, single line diagrams, proposed site plan, lighting plan, power plan, electrical equipment elevations and standard details o Instrumentation – symbols and diagrams, piping and instrumentation diagrams, system block diagrams, and standard details Prepare 50% technical specifications for all disciplines Prepare AACE Class 1 Opinion of Probable Construction Costs based on 50% level design Coordinate front end documents with the overall project Conduct an internal milestone quality control review Perform a 50% internal constructability review Perform a 50% internal interdisciplinary coordination workshop Review the 50% construction package with the client in a workshop format to obtain comments and feedback Meetings: One, 2-hour 50% design submittal review and City comment workshop Deliverables: Deliverables will be included as part of the Hickory Creek Peak Flow Detention Facility deliverables EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 6 of 8 Subtask 202: 90-Percent Design ENGINEER will perform necessary design calculations, agency coordination, specification development, manufacturer coordination and cost estimation in accordance with applicable Federal, State and local regulations in addition to the City’s design standards. The level of detail will conform to industry standards for a 90% level design detailed below. Subtask activities will include: Incorporating City’s 50% comments. Develop the 50% drawings developed to a 90% design level. The content of the 90% design includes: o Civil– additional erosion control measures, staking data, contractor staging area, laydown areas, and other pertinent project specific details o Structural– facility sections, foundation schedules, special inspection requirements and project specific details o Mechanical –Miscellaneous detail annotation, piping, valves, construction notes, sequence of work, elevations, etc. Additional plans and sections will be added as necessary to clarify design intent. o Electrical – duct bank schedules, grounding plans, riser diagrams, control one line diagrams, conduit and wire schedules and project specific details o Instrumentation – project specific details Prepare 90% technical specifications for all disciplines including bidding and contract requirements and existing infrastructure tie in requirements. Prepare AACE Class 1 Opinion of Probable Construction Costs based on 90% level design Coordinate front-end documents from the City Conduct an internal milestone quality control review Perform a 90% internal interdisciplinary coordination workshop Review the 90% construction package with the client in a workshop format to obtain comments and feedback Meetings: One, 2-hour 90% design submittal review workshop Deliverables: Deliverables will be included as part of the Hickory Creek Peak Flow Detention Facility deliverables Subtask 203: 100-Percent / Bid Set ENGINEER will develop bid ready construction documents set including drawings, technical specifications and an AACE Class 1 Opinion of Probable Construction Cost estimate. EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 7 of 8 Subtask activities will include: Incorporating the City’s 90% review comments. Preparing the bid ready design drawings using the 90% documents Prepare bid ready technical specifications for all disciplines including final bidding and contract requirements. Prepare AACE Class 1 Opinion of Probable Construction Costs based on bid level design Finalize front-end documents with the City Meetings: None. Deliverables: Deliverables will be included as part of the Hickory Creek Peak Flow Detention Facility deliverables Subtask 204: Bid Phase The ENGINEER will provide bid phase services including attending the pre-bid meeting, answering contractor questions and inquiries through written addenda, reviewing the bid submissions and providing any additional recommendations required by the City. Assumptions: All assumptions outlined as part of the Hickory Creek Peak Flow Detention Facility are applicable as the PCPFPS package will be bid with the Hickory Creek Peak Flow Detention Facility. ENGINEER will perform the same tasks outlined in the Hickory Creek Peak Flow Detention Facility scope in relation to the PCPFPS. This project will not require duplication of activities between the two projects other than additional effort to clarify design intent of the new pump station Meetings: Included as part of the Hickory Creek Detention Facility; additional meetings for the PCPFPS are not included as part of the scope. Deliverables: Deliverables will be included as part of the Hickory Creek Peak Flow Detention Facility deliverables EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton Pecan Creek Water Reclamation Plant West Peak Flow Pump Station Page 8 of 8 Task 200 Exemptions: In an effort to clearly define efforts that are not included in this scope or fee, Hazen has identified the following exemptions: Changes to the design directives defined by the City of Denton which include: o Property location; o Capacity of the pump station; and o Flows diverted from Pecan Creek Interceptor Additional time that would be encountered due to stoppages/delays in the design process of over 9 months Hydraulic modeling of the flows contributing to the Pecan Creek Interceptor SSOs Flow monitoring in the existing sewer system Mechanical ventilation for the pump station wet well Foul air exhaust and odor control system Permanent standby generator at the Pecan Creek WRP Screening or grinders at the pump station Site buildings for electrical, operations, maintenance, etc. Restroom facilities including sanitary waste and ventilation design and domestic water service and water heating for the site. Clean up of contaminated materials Advanced restoration features Pedestrian or vehicular bridges or railroad crossing Alternative energy design including geothermal, solar panels, hydroelectric power, wind, etc. Detailed site utilization studies (architectural building placement) Arc Flash Analysis (to be provided by contractor at construction completion based on electrical system installed, specification provided to contractor for direction) SCADA/PLC programming Front-end documents other than bid proposal, bid form, special provisions, and technical specifications. Energy certification/commissioning- LEED, USGBC, Energy Star, Etc. Building energy modeling reports Utility cost modeling NTCOG and iSWM storm water requirements Coordination with the USACE for flood plain or ESA requirements Construction phase services Very truly yours, Brandt Miller, PE Project Manager Enclosure: Level of effort and preliminary sheet list cc: Chamindra Dassanayake, PhD, PE, Southwest Regional Manager EXHIBIT A DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E City of Denton PCWRP West Peak Flow Pump Station Engineering Service Fee Breakdown / Details 2/18/2016 PD PM TASK Project Director CD Project Engineer Brandt Miller Technical Advisor Bob Reach Project Engineer (Pipeline) Carol Serna CADD Technical Advisor Christopher Phillips Senior Engineer Frederick Powell Assistant Engineer CADD Technical Advisor David Nailor Project Engineer Edward Keenan CADD Senior Engineer Gerald Ratasky Project Engineer Assistant Engineer Senior Engineer Daniel Edwards Project Engineer Billable Rate =$ 285 $ 128 $ 285 $ 154 $ 96 $ 208 $ 192 $ 112 $ 96 $ 211 $ 157 $ 90 $ 208 $ 122 $ 70 $ 176 $ 112 Labor ODC Sub Subtotal Obtain and Review Existing Information 4 2 2 2 2 2 14 1,985$-$-$1,985$ 0 -$-$-$-$ Coordination of investigation 1 1 2 320$200$2,200$2,720$200.00$2,000$ Review and Analyze geotech. Report 1 1 2 320$-$-$320$ 0 -$-$-$-$ -$-$-$-$ Evaluation and Draft Tech. Memo 4 6 2 4 2 8 8 2 8 2 2 48 6,524$500$3,300$10,324$300.00$200.00$3,000.00$ QA/QC Tech. Memo 1 1 1 2 1 2 8 1,693$-$-$1,693$ Finalize Tech. Memo 1 1 1 1 2 6 874$-$-$874$ 0 -$-$-$-$ Drawings and Specifications 12 32 40 24 40 48 40 40 4 24 40 6 16 366 43,271$500$-$43,771$300.00$200.00$ Cost Estimate 2 2 2 2 2 4 2 1 17 2,628$-$-$2,628$ QA/QC and Constructability Review 2 1 1 1 2 1 4 1 13 2,631$-$-$2,631$ Submission and Review Workshop 1 1 122$-$-$122$ 0 -$-$-$-$ Drawings and Specifications 10 12 16 8 20 20 20 40 4 24 64 2 6 246 26,363$500$-$26,863$300.00$200.00$ Cost Estimate 1 1 1 1 2 5 1 1 13 1,943$-$-$1,943$ QA/QC 2 1 1 1 2 4 11 2,446$-$-$2,446$ Submission and Review Workshop 1 1 122$-$-$122$ 0 -$-$-$-$ Drawings and Specifications 1 1 2 4 2 8 12 16 4 14 40 2 4 110 11,725$300$-$12,025$200.00$100.00$ Cost Estimate 1 1 1 1 1 1 1 7 1,136$-$-$1,136$ 0 -$-$-$-$ Pre-bid Meeting 0 -$-$-$-$ Addenda 1 1 2 1 1 2 8 1,156$-$-$1,156$ Bid Review 0 -$-$-$-$ 0 -$-$-$-$ 0 -$-$-$-$ Hours Subtotal 6 42 2 60 62 2 50 60 78 6 90 105 29 89 144 16 32 873 1,300$700$2,000$3,000$ Fee Subtotal 105,258$2,000$5,500$112,758$ I&CCivilStructuralProcess Mechanical Electrical Total Hours Fee ODC Breakdown Subconsultants Travel/ Lodge/ Mileage Repro/ Shipping/ Consumables Alliance Geotech. Pacheco Koch 100. Investigation and Evaluation Services 101. Review Existing Information, Design Assumption Confirmation 102. Geotechnical Investigation 204. Bid Phase 105. Basis of Design Technical Memorandum (10% Design) 200. Detailed Design and Bid Phase Services 201. 50 Percent Design 202. 90 Percent Design 203. 100 Percent / Bid Set Design EXHIBIT B DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E EXHIBIT C DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E THIS PAGE INTENTIONALLY LEFT BLANK DocuSign Envelope ID: B81CD14E-2070-4C94-9A0B-1829CBBA2D6E Certificate Of Completion Envelope Id: B81CD14E20704C949A0B1829CBBA2D6E Status: Completed Subject: Please DocuSign: 5768 H&S Amendment #1 for design of the PCWRP West Peak Flow Pump Station Source Envelope: Document Pages: 14 Signatures: 4 Envelope Originator: Certificate Pages: 6 Initials: 0 Rebecca Hunter AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) rebecca.hunter@cityofdenton.com IP Address: 129.120.6.150 Record Tracking Status: Original 3/29/2016 7:30:10 AM Holder: Rebecca Hunter rebecca.hunter@cityofdenton.com Location: DocuSign Signer Events Signature Timestamp Rebecca Hunter rebecca.hunter@cityofdenton.com Senior Buyer City of Denton Security Level: Email, Account Authentication (Optional) Completed Using IP Address: 129.120.6.150 Sent: 3/29/2016 8:58:56 AM Viewed: 3/29/2016 8:59:09 AM Signed: 3/29/2016 9:00:24 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Chamindra Dassanayake (CD), PhD, PE cdassanayake@hazenandsawyer.com Security Level: Email, Account Authentication (Optional) Using IP Address: 66.196.204.74 Sent: 3/29/2016 9:00:27 AM Viewed: 3/29/2016 9:10:04 AM Signed: 3/29/2016 9:10:36 AM Electronic Record and Signature Disclosure: Accepted: 3/29/2016 9:10:04 AM ID: 3d16cafc-b45f-45b8-b1a5-51efbb6765cb John Knight john.knight@cityofdenton.com Deputy City Attorney City of Denton Security Level: Email, Account Authentication (Optional) Using IP Address: 129.120.6.150 Sent: 3/29/2016 9:10:41 AM Viewed: 3/29/2016 10:04:40 AM Signed: 3/29/2016 10:05:37 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Julia Winkley julia.winkley@cityofdenton.com Contracts Administration Supervisor City of Denton Security Level: Email, Account Authentication (Optional) Completed Using IP Address: 129.120.6.150 Sent: 3/29/2016 10:05:41 AM Viewed: 3/29/2016 10:21:27 AM Signed: 4/5/2016 2:29:32 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Signer Events Signature Timestamp George C. Campbell george.campbell@cityofdenton.com City Manager City of Denton Security Level: Email, Account Authentication (Optional) Using IP Address: 129.120.6.150 Sent: 4/5/2016 2:29:38 PM Viewed: 4/18/2016 9:18:36 AM Signed: 4/18/2016 9:18:47 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Jennifer Walters jennifer.walters@cityofdenton.com City Secretary City of Denton Security Level: Email, Account Authentication (Optional) Using IP Address: 129.120.6.150 Sent: 4/18/2016 9:18:51 AM Viewed: 4/22/2016 12:01:04 PM Signed: 4/22/2016 12:01:25 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: 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 Julia Winkley julia.winkley@cityofdenton.com Contracts Administration Supervisor City of Denton Security Level: Email, Account Authentication (Optional) Sent: 3/29/2016 9:10:39 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Sherri Thurman sherri.thurman@cityofdenton.com Security Level: Email, Account Authentication (Optional) Sent: 3/29/2016 9:10:40 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Robin Fox Robin.fox@cityofdenton.com Security Level: Email, Account Authentication (Optional) Sent: 4/5/2016 2:29:36 PM Electronic Record and Signature Disclosure: Accepted: 10/9/2015 11:39:51 AM ID: 04463961-03db-4c4d-9228-d660d6146ed6 Jane Richardson jane.richardson@cityofdenton.com Security Level: Email, Account Authentication (Optional) Sent: 4/5/2016 2:29:38 PM Viewed: 4/7/2016 6:50:25 AM Carbon Copy Events Status Timestamp Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: Jennifer Bridges jennifer.bridges@cityofdenton.com Procurement Assistant City of Denton Security Level: Email, Account Authentication (Optional) Sent: 4/22/2016 12:01:29 PM Viewed: 4/27/2016 7:33:09 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign ID: P.S. 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By checking the 'I Agree' box, I confirm that: • I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and • I can print on paper the disclosure or save or send the disclosure to a place where I can print it, for future reference and access; and • Until or unless I notify City of Denton as described above, I consent to receive from exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to me by City of Denton during the course of my relationship with you.