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R2018-057 2018-03-56
RESOLUTION NO. R2018-57 A Resolution of the City Council of the City of Pearland,Texas,authorizing the City Manager or his designee to enter into a contract with HDR Engineering, Inc., in the amount of $358,161.00, for design services and authorizing a Reimbursement Agreement between the City and the Pearland Economic Development Corporation in an amount not to exceed $450,000.00 for design and construction services associated with the SH 288 Northbound Frontage Roads (County Road 59 to FM 518). BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract by and between the City of Pearland and HDR Engineering, Inc., a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That certain Reimbursement Agreement by and between the City of Pearland and the Pearland Economic Development Corporation,a copy of which is attached hereto as Exhibit "B" and made a part hereof for all purposes, are hereby authorized and approved. Section 3. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract with HDR Engineering, Inc., for design services and a Reimbursement Agreement between the City and the Pearland Economic Development Corporation for design and construction services associated with the SH 288 Northbound Frontage Roads. PASSED, APPROVED and ADOPTED this the 26th day of Mar A.D., 2018. c >.)-,Y.k? / 6-71 TOM REID MAYOR ATTEST: ��0,1111/,„ �,•Q. l; RIANp'•. oe UNG V• NG, MC/ _"`. %\ . • TY SE " -ETARY APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY Exhibit A March 13, 2018 City of Pearland 3519 Liberty Drive Pearland,TX 77581 Dear Skipper Jones, HDR has been asked to provide a scope and fee to complete the plans,specifications and estimate for the design of the northbound frontage road of SH 288 between CR 59 and FM 518 including the u-turn north of CR 59. The design will include the design of the frontage road and the switching of the existing ramps. The design work will be done for the following fee: Basic Services(Lump Sum) $351,066.00 Bid Phase Services(Hourly Not to Exceed) $5,870.00 Reimbursable Expenses(Not to Exceed) $1,225 Total Fee $358,161.00 If you have any questions, please contact me or Edwin Rydell. Sincerely, HDR Engineering,Inc. Dave Weston Gulf Coast Department Manager hdrinc.com 4828 Loop Central Drive Suite 800 Houston,TX 77081-2220 (713)622-9264 CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into upon final execution by and between the City of Pearland ("CITY") and HDR Engineering,Inc. ("CONSULTANT"). The CITY engages the CONSULTANT to perform professional services for a project known and described as State Highway 288 NB Frontage Road("PROJECT"). (City Project#TR1701)CSJ: 0548-02-119 SECTION I-SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A. The CONSULTANT shall provide roadway and drainage design services per Attachment A through C, attached, for a detailed SCOPE OF WORK and PROJECT schedule. The PROJECT schedule shall be updated periodically and submitted in digital and hard copy form in the Microsoft Project for Windows format. B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT at 30%,60%and 95%submittals. C. The CONSULTANT acknowledges that the CITY (through its employee handbook)considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not,directly or indirectly;encourage a CITY employee to engage in such misconduct. D. The CONSULTANT shall submit all final construction documents in both hard copy and electronic format. Plans shall be AutoCAD compatible and all other documents shall be Microsoft Office compatible. The software version used shall be compatible to current CITY standards. Other support documents, for example, structural calculations, drainage reports and geotechnical reports, shall be submitted in hard copy only. All Record Drawings electronic files shall be submitted to the CITY in TIF format. E. The CONSULTANT recognizes that all drawings, special provisions, field survey notes,reports,estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shall become subject to the Open Records Laws of this State. Design 1 of 7 D2.Revised 2018 F. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons,damages to property, or any errors and omissions relating to the performance of any work by the CONSULTANT, its agents,employees or subcontractors under this Agreement, as follows: (1) Workers' Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non-owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers' Compensation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits ("Change in Coverage") except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail,return receipt requested,and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage.Prior to commencing services under this CONTRACT,CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT,issued by CONSULTANT'S insurer(s),as evidence that policies providing the required coverage,conditions,and limits required by this CONTRACT are in full force and effect. G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees,harmless from any claim,loss,damage, suit,and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT,his officers,employees,agents,or subcontractors under this CONTRACT. Design 2 of 7 D2 Revised 2018 H. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. SECTION II-PERIOD OF SERVICE This CONTRACT will be binding upon execution and end January 2, 2020. SECTION III-CONSULTANT'S COMPENSATION A. The total compensation for the services performed shall not exceed the total noted in Section B. B. The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT based upon the following: 1. Basic Services(Lump Sum) $351,066.00 2. Additional Services shall require independent and specific authorization and shall be billed as(Lump Sum): N/A 3. Bid Phase Services(Hourly Not to Exceed) $5,870.00 4. Construction Phase Services(Hourly Not to Exceed) TBD 5. Reimbursable Expenses (Not to Exceed) $1,225.00 6. Total: $358,161.00 C. The CITY shall make payments to the CONSULTANT within thirty(30)days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. SECTION IV-THE CITY'S RESPONSIBILITIES A. The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. Design 3 of 7 D2 Revised 2018 B. The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection,review,acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or its sub- consultant(s) or in any way affect the CONSULTANT'S status as an independent contractor of the CITY. SECTION V-TERMINATION A. The CITY,at its sole discretion,may terminate this CONTRACT for any reason-- with or without cause--by delivering written notice to CONSULTANT personally or by certified mail at HDR Engineering,Inc.,4828 Loop Central Drive,Suite 800, Houston, TX 77081. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15th day following termination of the CONTRACT. C. In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty(60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D. If the remuneration scheduled under this contract is based upon a fixed fee or definitely ascertainable sum,the portion of such sum payable shall be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. E. In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CONTRACT with another party for the completion of the work. Design 4 of 7 D2 Revised 2018 F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and/or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terms of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney's fees, costs and expenses incurred in connection with the dispute and/or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this,the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof', and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. SECTION VI—ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. SECTION VII—COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person,other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CONTRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability,and in its discretion,may deduct from the CONTRACT price or consideration, or otherwise recover, the full amount of such fee, commission,percentage brokerage fee, gift,or contingent fee that has been paid. Design 5 of 7 D2 Revised 2018 SECTION VIII-SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereto. CIT `'�F PE AND, TEXAS DATE David C. Weston Vice President CONSULTANT DATE Design 6 of 7 D2 Revised 2018 House Bill 89 Verification I, David C. Weston (Person name), the undersigned representative (hereafter referred to as "Representative") of HDR Engineering, Inc. (company or business name, hereafter referred to as "Business Entity"), being an.adult over the age of eighteen (18)years of age, after being duly sworn by the undersigned notary, do hereby depose and affirm the following: 1. That Representative is authorized to execute this verification on behalf of Business Entity; 2. That Business Entity does not boycott Israel and will not boycott Israel during the term of any contract that will be entered into between Business Entity and the City of Pearland; and 3. That Representative understands that the term "boycott Israel" is defined by Texas Government Code Section 2270.001 to mean refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action made for ordinary business purposes. __/ (1,/_ --- SIGNATURE OF REPRESENTATIVE SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this / d day of MMA-I-G/-f , 20/S-'. /4 .JJ Notary Public `''Y .i KIM BETTS A; MY COMMISSION EXPIRES :�,p�, April 9,2018 0 Design 7 of7 D2 Revised 2018 i ATTACHMENT"A" SERVICES TO BE PROVIDED BY THE CITY AND STATE Highway: SH 288 NB Frontage Road Limits: CR 59 to FM 518 CSJ: 0548-02-119 Contract No.: The City of Pearland (hereinafter to be referred to as the City) and Texas Department of Transportation(hereinafter to be referred to as the State)has commissioned the services of (HDR Engineering, Inc.)to serve as the Engineer on this project. The City and State will furnish to the Engineer the following items: 1. Roadway design requirements. 2. Available interface data for any projects adjacent to, crossing, and/or within limits. 3. Existing geotechnical information. 4. Right of way maps/Subdivision Plats. 5. Available approved Houston District design standard drawings and standard summary and border sheets(i.e., blank summary tables,blank plan and profile sheets with title blocks, etc.). All design standards are available on the State's web site. 6. Available City design standards. 7. Assistance will be provided to the Engineer to obtain the required data and information from other local,regional, State and federal agencies. 8. Timely review and decisions necessary for the Engineer to maintain the contracted project schedule. 9. The City and State will coordinate and notify in writing EMS,school system, U.S. Mail,etc. for any detour routes/roadway closures. 10. Project technical and administrative standards and procedures. 11. TxDOT to provide information for Environmental Permits Issues and Commitments(EPIC) sheets to be signed by the State. 12. TxDOT will provide the current Design Elements(DE) form for Design Concept Conference(DCC)with project-wide design parameters provided by the State. Project-specific information(i.e.,estimate,typical sections,design exceptions, etc.)to be completed by the Engineer. 13. Design criteria for roadway, structures,drainage, and hydraulics. 14. Traffic Accident Data necessary for any design exceptions or waivers. The following items will be obtained from the SH 288 Managed Lanes project: 1. Readily available as built drawings and survey data from SH 288 Managed Lanes Project. 2. Available horizontal control points. 3. Available benchmark elevations and descriptions for vertical control. 4. Project centerline horizontal geometry file. 1 03/07/18 Contract#: 5. Approved Pavement Design from existing geotechnical report. This includes the thickness and specification for each pavement layer,and specifications for subgrade stabilization. This will be assumed to be the same pavement as the FM 518 intersection. 2 03/07/18 Contract#: ATTACHMENT"B" SERVICES TO BE PROVIDED BY THE ENGINEER Highway: SH 288 NB Frontage Road Limits: CR 59 to FM 518 CSJ:0548-02-119 The work to be performed by the Engineer under this contract consists of providing engineering services required for the preparation of Plans, Specifications and Estimates (PS&E)for the reversal of the ramps between CR 59 and FM 518 as well as the construction of the NB frontage road and the u-turn on the northside of CR 59. The construction will consist of pavement and sidewalk construction, storm sewer, and detention for the placement of the frontage road within the proposed right of way.The Engineer shall prepare plans,details and compute quantities to include roadway design,grading,paving,retaining walls, sidewalks, and pedestrian ramps, drainage, signing, pavement markings, illumination, traffic control plans, storm water pollution prevention plans, specifications, and cost estimates. The Engineer shall collect,review and evaluate the available existing data pertaining to the project and prepare the Plans,Specifications and Estimates(PS&E)in accordance with the requirements and policies of the State. The Engineer shall be responsible for identifying and delineating temporary construction easements in areas outside the Right of Way(ROW). The City shall secure the necessary legal instruments. A geotechnical report was completed for the SH 288 Managed Lanes project and will be used for this project to determine the pavement structure. The Engineer shall identify,prepare exhibits and complete all necessary forms for Design Exceptions and/or Waivers within project limits prior to the schematic Submittal. These exceptions shall be provided to the State for coordination and processing of approvals. If subsequent changes require additional exceptions, the Engineer shall notify the State as soon as possible after identification. Survey was completed as part of the SH 288 Managed Lanes project and will be used for this project to prepare the Digital Terrain Model (DTM) and produce topographic maps. Coordinate geometry shall be based on and tied into State plane surface coordinate system. It shall be the responsibility of the Engineer to secure right of entry to private property for the purpose of performing any surveying and/or soil boring activities or drainage activities. In pursuance of the State's policy with the general public, the Engineer shall not commit acts which will result in damages to private property and the Engineer will make every effort to comply with the wishes and address the concerns of private property owners. The Engineer shall coordinate and agree with adjacent Engineers on all controls at interfaces. In the event agreement cannot be reached,each Engineer shall meet jointly with 3 03!07(18 Contract#: the City and State for resolution. The City and State shall have authority over the Engineers' disagreements and its decision shall be final. The Engineer shall perform their work in accordance with the State's Utility Accommodation Policy, and the Houston District's The TxDOT Utility Cooperative Management Process.The Engineer shall prepare drawings early in the design phase(30%) to be used as exhibits in utility agreements. The exhibits shall be prepared using English units. The Engineer shall show existing utilities, including those in conflict with construction on this project. The Engineer shall prepare plans to avoid or minimize utility adjustments,where feasible.The Engineer shall implement The TxDOT Utility Cooperative Management Process and is responsible for sending out notices, with copies of exhibits and plans, including all milestone submittals. The Engineer shall compile, maintain and update a Utility Conflict List to include phone log and all correspondence to the utility owners. The Engineer shall provide the most current copy of the conflict list to the City and State at each milestone submittal, and shall be responsible for coordination with utility companies to resolve conflicts. The Utility Conflict List shall identify the owner of the facility, the contact person (with address and telephone number), location of conflict (station and offset), type of facility, expected clearance date, status, effect on construction and type of adjustment necessary. After identifying all conflicting utilities, and in coordination with the City's and State's Project Manager, the Engineer shall arrange for (send plans and invitations in a timely manner) and attend utility meetings with all utility owners and other interested parties or agencies that are identified to be within the proposed project's area. This meeting will be held at City Hall or the Houston District office. The purpose of this meeting is to ensure that all utility owners and area entities are aware of the scope and relevant details of the proposed project, The Engineer shall be responsible for writing and documenting the meeting minutes and other follow-up work with utility owners, if necessary. The information obtained at each utility meeting shall be included as part of the milestone submittals. The Engineer shall make every effort to prevent detours and utility relocations from extending beyond the proposed right of way lines. If it is necessary to obtain additional right of way, permanent or temporary easements and/or right of entry, the Engineer shall notify the State in writing of the need and justification for such action.The Engineer shall identify and coordinate with all utility companies for relocations required. The Engineer shall prepare any exhibits necessary for Utility approvals, and other governmental/regulatory agencies,specific to the project. The Engineer shall review and implement the findings of the environmental document study. The report prepared for the SH 288 Managed Lanes project will be used as the basis and will be updated to include the additional work being completed as part of this project. The Engineer shall include 11" x 17" copies of the Environmental Permits to be inserted into the final PS&E,if applicable. Any applicable project specific maintenance agreements provided by the City and State should be inserted by the Engineer into the final PS&E. 4 O3/Q7/18 Contract#: The Engineer shall coordinate through the City's and State's Project Manager for the development of the PS&E with any local entity having jurisdiction or interest in the project (e.g. city,county,municipal utility district,etc.) The Engineer shall prepare Traffic Control Plans (TCP) in coordination with the City and State. The TCP shall include interim signing for every phase of construction. This is to include regulatory, warning, construction, route, and guide signs. The Engineer shall interface and coordinate phases of work, including the TCP, with adjacent Engineers, which are responsible for the preparation of the PS&E for adjacent projects. The Engineer shall maintain continuous access to abutters during all phases of the TCP. The Engineer shall develop an inventory of all abutters along its alignment. The Engineer shall prepare exhibits for and attend meetings with the public,as requested by the City and State. The Engineer shall be responsible to coordinate with the State's Project Manager to schedule a Traffic Control Workshop and submittal of the TCP for approval by the Traffic Control Approval Team(TCAT). The Engineer shall provide illumination layout plans,electrical circuit plans and details for safety lighting at all ramps required within the Project limits. The Engineer shall prepare exhibits as required to obtain agreements with adjacent municipalities. The Engineer shall tabulate all quantities and provide summary sheets. The Engineer will review the Drainage Report for the SH 288 Managed Lanes and update the report to include drainage requirements for this project to include any additional detention or mitigation requirements. The Engineer will provide available Federal Emergency Management Agency (FEMA) flood insurance study maps and studies. The Engineer shall design all conventional storm drainage and cross drainage systems. When oversized storm drains are used for detention, the Engineer shall evaluate the hydraulic grade line throughout the whole system,within the project limits, for the design frequency(ies) and make necessary system adjustments. The City and State will assess the affects of such changes on the comprehensive drainage studies. Should there be adjacent projects under design,the Engineer shall coordinate with the City and State and designers of adjacent projects such that all proposed drainage systems accommodate the proposed construction phasing plan.No design shall be completed for drainage systems outside the project limits. The Engineer shall develop a temporary drainage plan to coincide with the proposed construction staging of the Engineer's project and phasing of adjacent projects.Temporary drainage(size, elevation) shall be shown in plan view on the TCP sheets. The Engineer shall prepare Storm Water Pollution Prevention Plans (SW3P), including details and pay quantities. 5 03/07/18 Contract#: The preliminary and final construction cost estimate for the proposed improvements shall be prepared by the Engineer utilizing the Houston District's 12 month average unit prices and compared to the unit costs based on prices received from the SH 288 Managed Lanes Project. The Engineer shall not move forward with performing detailed PS&E(60%,90%and final submittals)until the City and the State approves the schematic milestone submittal. The PS&E shall be complete and organized in accordance with Stand alone Manual Notice 00-1 entitled "Organization of Plan Sheets" and as identified by the latest edition of the Consultant Contract Administration's "Guidelines for Milestone Submittals". The PS&E package shall be suitable for the bidding and awarding of a construction contract, and in accordance with the latest State's policies and procedures, and the Houston District's PS&F Checklist. The Engineer shall use CADD to fully develop all drawings. The CADD drawings developed shall be compatible with the State using Microstation. The Engineer shall provide earthwork cross-section data files in a GEOPAK format at each milestone submittal as an evolving electronic data file.The State cross section criteria files should be used to generate design cross sections. New criteria files should only be developed in the absence of applicable existing State criteria files. Once the project goes to letting all electronic files shall be delivered within 30 days of written request The PS&E shall be developed in English units. The final plan sheets shall be size 11" x 17", signed, sealed and dated by a Professional Engineer registered in the State of Texas. The plans shall be noted as copyrighted with the City and State's logo. PS&E for the above work shall be prepared in accordance with the applicable requirements of the State's Specifications, Standards and Manuals (latest revision). Whenever possible, the State's standard drawings, standard specifications, or previously approved special provisions and/or special specifications shall be used. If a special provision or a special specification must be developed or modified for this project,it shall be in the State's format and, to the extent possible, incorporate references to approved State test procedures. Any specifications developed by the Engineer shall be submitted to the State for approval prior to inclusion in the PS&E. The Engineer shall sign, seal, and date all project specific modifications to standard drawings. In the event that Federal or State funds become available for the construction project the following provisions will apply: The Engineer shall receive limited access to the State's DCIS (CONENG AND CONEST) to update responsible engineer information, sign,seal and date,build specification list and develop Project estimate. The provisions above are conditional on the project receiving Federal or State funds. The Engineer shall make submittals in accordance with the latest State's policies and procedures. The submittals shall consist of 15 (12 for TxDOT, 3 for City) 11"x17"paper sets. The Engineer shall reply to each comment either within the plan set or by separate 6 03/07/18 Contract#: cover letter. The Engineer shall make all agreed upon changes to the submitted documents before the next scheduled submittal. The Engineer may be required to meet with the City and State's Project Managers to report on progress.After each meeting with the City and State and any other meeting,the Engineer shall prepare meeting minutes, solicit and incorporate participants' comments, distribute the minutes,submit a memorandum summarizing the events,including an ACTION ITEM LIST,within five(5)working days of the meeting. The Engineer shall invoice monthly and in accordance with the format provided at the Kick-off meeting and shall include Form 132. This invoice package shall include a completed Form 132, a schedule of values weighted by individual task per function code, an updated design schedule showing baseline schedule and the progress bar beneath it, a written progress report, and a bar chart indicating the percentage of completion of each task. The written progress report shall describe activities during the reporting period; activities planned for the following period; problems encountered and actions taken to remedy them; list of meetings attended; and overall status, including a per cent complete by task. The Engineer shall submit monthly written progress report to the State's Project Manager regardless of whether the Engineer is invoicing for that month. The Engineer must send their invoice package to: City of Pearland Attn: City Secretary 3519 Liberty Drive Pearland, TX 77581 Once the project goes to letting all electronic files shall be delivered within 30 days of written request in conformance with the State's Document and Information Exchange document. Final payment will be made upon the City and State's receipt of the electronic files in CD format containing the Geopak files, cross sections,plans(to include all design files, WinStorm, etc.) and the confirmation that these files are fully operational and are located on the appropriate levels. The Engineer may be asked to incorporate into the project PS&E package,additional plans, specifications and quantities developed by others. The Engineer shall insert the package, number sheets, and update the Index of Sheets with the plans developed by others. The Engineer shall prepare a design time schedule. The design time schedule shall indicate tasks, subtasks, critical dates, milestones, deliverables, review requirements in a format that depicts the interdependence of the various items and shall be updated monthly and submitted with the invoice. The Engineer shall provide assistance to City and State personnel in interpreting the schedule. Milestone submittals shall be at schematic, 60%, 90% and final. If the Engineer cannot meet the scheduled milestone review date they are to advise the City and State in writing. The Engineer shall prepare a construction time determination to be submitted one month prior to the 90%milestone submittal.The Engineer shall provide assistance to the City and State personnel in interpreting the schedules. 7 03/07/18 Contract#: Reports and/or spreadsheets prepared in connection with these services shall be in the Microsoft(MS)Office XP software.The Engineer shall be required to maintain compatible versions to the City's and State's software packages. The project's engineering work may be inspected by both the State and the Federal Highway Administration in the offices of the Engineer, except for the field work which shall be performed on-site, and the sub-consultant work which will be performed in the office of the sub-consultant. After notice to proceed is given in writing, the PS&E for the work outlined above shall be completed and submitted to the City and State within the negotiated contract period per the identified milestones in the schedule. All documents submitted to the City and State shall be accompanied by a letter of transmittal which shall include, but need not be limited to, the highway number, project limits, county,CSJ, and contract number. The Engineer shall designate one Texas Registered Professional Engineer to be responsible throughout the project for project management and all communications, including billing, with the City and State. The Engineer shall prepare and execute contracts with sub-consultants, monitor sub- consultant activities (staff and schedule), and review and recommend approval of sub- consultant invoices. Once sub-consultant contracts are executed,the Engineer is to provide copies of each sub-consultant contract to the City and State. Any subsequent amendment to the Engineer's contract with the City and State by supplemental agreement requiring services to be performed by a sub-consultant will require an amendment to the sub- consultant contract as well. The Engineer shall implement their Quality Assurance/Quality Control program prior to submitting plans to the State for each of the milestones. Additionally, the Engineer shall provide evidence of their internal review process in the form of a set of red-line mark-ups to be submitted at each milestone. A milestone submittal is not considered complete unless the required milestone documents and associated internal red-line mark-ups are submitted. This information will not be reviewed nor checked by the City and State but instead serves as documentation that the Engineer has performed an internal review of their own work and that of their sub-providers. This request for documentation of the internal review process is not to be considered as additional work but rather it is a routine order of business. The Engineer shall submit all quantity take-off calculations as evidence that a quality control review has taken place at the 90%, 95% and final milestone submittals. The City and State will spot check at random for accuracy. This request for quantity take-off calculations is not to be considered as additional work. The Engineer shall meet with the City and State bi-monthly or as needed to discuss progress of work and resolve any questions of design during the PS&E preparation. The Engineer shall perform the tasks by function code as outlined below: 8 03/07/18 Contract#: ROUTE AND DESIGN STUDIES (Function Code 110) A. Data Collection. The Engineer shall collect, review and evaluate data described below. The Engineer shall notify the City and State in writing whenever the Engineer finds disagreement with the information or documents: 1. Data, including "as built plans", existing plan layouts, right of way maps, SUE mapping, geotechnical data, existing planimet is mapping, environmental documents, and existing channel and drainage easement data. 2. Data from the SH 288 Managed Lanes project (survey, geotechnical, environmental,plans,etc.) 3. Documents for existing and proposed development along proposed route from local municipalities and local ordinances related to project development. 4. Utility plans and documents from appropriate municipalities and agencies. 5. Readily available flood plain information and studies from the Federal Emergency Management Agency (FEMA), the U. S. Army Corps of Engineers,local municipalities and other governmental agencies in addition to that provided by the State. B. Schematic Development. The Engineer shall develop a design schematic for the SH 288 NB Frontage Road from CR 59 to FM 518 including the switching of the existing entrance and exit ramps and u-turn north of CR 59. 1. The Engineer shall develop typical sections to reflect the existing and proposed layouts. 2. The Engineer shall produce a preliminary project layout(plan view only) for coordination with local stakeholders. The Engineer shall revise the preliminary project layout per direction from the State, City and stakeholders. 3. The Engineer shall define limits of construction at tie-ins. 4. The Engineer shall prepare a Design Summary Report (DSR) and Form 1002 to be submitted with the schematic for approval. 5. The Engineer shall produce a design schematic (plan and profile) for the NB frontage road using topographic mapping obtained from the SH 288 Managed Lanes project in accordance with the State schematic checklist. 6. The Engineer shall assist in the processing, review and approval of the schematic. 7. Existing traffic counts will be used for the schematic and no additional traffic studies will be completed as part of the schematic preparation. If a traffic study is required, a supplemental agreement will be submitted. C. Field Reconnaissance. The Engineer shall conduct field reconnaissance and collect data including a photographic record(to be maintained in Engineer's office) of notable existing features. 9 03/07/18 Contract#: D. Design Concept Conference. The Engineer,in cooperation with the City and State shall plan, attend and document a Design Concept Conference (DCC) to be held prior to the schematic milestone submittal. Personnel from the State's Houston District will participate.The conference will provide for a brainstorming session in which decision makers,stakeholders and technical personnel may discuss and agree on: 1. Roadway and drainage design parameters 2. Engineering and environmental constraints 3. Project development schedule 4. Other issues as identified by the City and the State 5. Identify any Design Exceptions and/or waivers, if applicable 6. Preliminary Construction Cost Estimate E. Roadway and Hydraulic Design Criteria. The Engineer shall design the project according to the latest State's design criteria. The Engineer shall supply project specific design criteria (typical sections, estimate, design exceptions, etc.) to be inserted into the Design Elements form and submitted electronically for discussion at the DCC. If any design criteria is in conflict with City criteria, the two parties will meet to discuss and determine what criteria will be used. F. Preliminary Cost Estimate.The Engineer shall prepare a preliminary construction cost estimate using Houston District's 12 month average unit rates for discussion at the DCC and compare to SH 288 Managed Lanes Project unit prices. G. Geotechnical Borings.The Engineer shall review the existing geotechnical report and determine if additional geotechnical investigation is required. At this time,no additional borings appear to be needed. ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT (Function Code 120) A. Informal Meetings. The Engineer shall provide technical assistance, preparation of exhibits for, and minutes of, 2 informal meetings requested by the public to discuss the pending impacts to neighborhoods and businesses due to roadway construction or as deemed necessary. This is not to be confused with the formal public meetings held during the NEPA process during schematic approval for Public Involvement.It is anticipated that the Engineer's participation will be needed for the NEPA process. Provide assistance(exhibits,attendance, etc.)required for a formal public meeting,if required by the Categorical Exclusion process. If a formal public meeting is required,it shall be handled as a supplemental agreement. B. Environmental Permits Issues and Commitments(EPIC)Sheets.The Engineer shall complete the latest version of the EPIC sheets. These sheets shall be signed, sealed and dated by the Engineer as indicated in signature block. The final sheets shall be submitted for the State's signature. C. Environmental Study Review. The Engineer shall review the existing environmental report to determine any additional work that will be required. The 10 03/07/18 Contract#: Engineer shall provide the draft and final updates to the environmental study and implement into the PS&E package.The Engineer shall consider the constructability issues as it relates to the environmental impacts. The following assumptions are being made for the completion of the Environmental Study: 1. The existing report from the SH 288 Managed Lanes Project will be updated for the improvements for this project. 2. A Categorical Exclusion (CE) will be required for NEPA clearance by TxDOT. 3. The Categorical Exclusion will be developed in compliance with TxDOT's Standards of Uniformity(SOU). If a new SOU is issued, it may require a supplemental scope and fee estimate. 4. No formal public meeting will be required for the CE. 5. The Meeting of Affected Property Owners (MAPO) will be documented through information meetings. The following subtasks will be completed: 1. Create figures in accordance with the SOU. 2. Visit the site to document on-site conditions and take photographs. 3. Complete the following documentation for the CE—Meeting of Affected Property Owners, Socioeconomics, Section 4(f) Resources (Not required for CE documentation), Historic Properties, Archeological Resources, Vegetation to be documented in accordance with the MOU between TxDOT and TPWD,Water Quality,Soils/Farmland,Noise(Noise analysis not required since the horizontal and vertical alignment is not changing substantially),Hazardous Materials(database search in compliance with ASTM E1527),Visual,Floodplains,Threatened and Endangered Species(survey for presence/absence of suitable habitat to be completed), Air Quality (a quantitative air quality analysis not required since traffic volume is less than 14,000 vehicles per day), Indirect and Cumulative Effects (based on TxDOT Screening Tool this may be required). 4. The following review and revisions are included within the scope — 1 review by the City, 2 reviews by TxDOT Houston District, 2 reviews by TxDOT Environmental Division, and 1 review by FHWA. Any additional reviews may require a supplemental scope and fee estimate. D. Environmental Exhibits. The Engineer shall prepare the necessary exhibits for the environmental study. The Engineer shall coordinate with the Environmental Project Manager and the State's Environmental Engineer for the preparation of these exhibits. These exhibits will include a general project location map,project area on a topographic map and the project area on an aerial map. 11 03/07/18 Contract#: E. Cut and Fill Exhibits. The Engineer shall prepare cut and fill exhibits for any delineated wetland as defined in the environmental study. F. Waters of the U.S. Verification and Permitting. The Engineer shall review the existing, approved wetland delineation for the SH 288 Managed Lanes Project, complete a site visit to verify the delineation, and coordinate with the Galveston District to determine any additional work that will be required. The following subtasks will be completed: 1. Visit the site to document on-site conditions and take photographs. 2. Create figures in accordance with the USACE Galveston District Guidelines. 3. Complete the following documentation for the Section 404/401 Permit — Draft Jurisdictional Delineation Report, Significant Nexus Evaluation Form,and Pre-Construction Notification. 4. The following review and revisions are included within the scope — 1 review by the City, 1 review and request for additional information by the USACE Galveston District. Any additional reviews may require a supplemental scope and fee estimate. Assumptions: It is assumed the project's permanent impacts will be less than 0.5 acre of waters of the U.S.,and that the conditions of a Nationwide Permit 14(Linear Transportation Projects)will be met. If a Section 404,Individual Permit is required a supplemental scope of services will be provided. RIGHT-OF-WAY DATA (Function Code 130) A. Right-of-Way Map. Right of way maps were prepared for the SH 288 Managed Lanes project and will be used for this project. If additional ROW is required, a supplemental scope and fee will be prepared and submitted for approval to prepare the ROW maps along with the metes and bounds. B. Utility Adjustments. The Engineer shall coordinate with the City and State to determine the location of all existing and proposed utilities and attend meetings with the various utility companies to discuss potential conflicts. The Engineer shall implement the Houston District's Utility Cooperative Management Process covering milestone meetings, minutes, invitations to utility companies to attend milestone meetings, correspondence,etc. FIELD SURVEYING AND PHOTOGRAMMETRY (Function Code 150) A.Field Surveying.The Engineer shall verify the benchmark coordinates and establish the horizontal and vertical control for the project. The Engineer shall coordinate control with the adjacent Engineers, if any for consistency and accuracy of the project. At this time,no additional survey is anticipated. The survey obtained for the SH 288 Managed Lanes project will be used for this project. 12 03/07/18 Contract#: ROADWAY DESIGN (Function Code 160) A. Roadway Design. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the City and State.The drawings shall consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map shall contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities shall be shown. Existing and proposed right-of-way lines shall be shown. Plan and Profile to be shown on same sheets. The plan view shall contain the following design elements: 1. Calculated roadway centerlines for new roadway and ramps. Horizontal control points shall be shown. The alignments shall be calculated using GEOPAK. 2. Pavement edges for all improvements. 3. Lane and pavement width dimensions. 4. The geometrics of roadway lanes. 5. Direction of traffic flow on all roadways. Lane lines and/or arrows indicating the number of lanes shall also be shown. 6. Drawing scale shall be as required by the City. 7. Control of access line, &ROW lines and easements. 8. Begin/end superelevation transitions and cross slope changes. 9. Limits of rip rap,block sod, and seeding. 10. Existing utilities and structures. 11. Benchmark information. 12. Radii call outs, curb location,CTB, guard fence, and crash safety items. The profile view shall contain the following design elements: 1. Calculated profile grade for proposed roadway and ramps. Vertical curve data,including"K"values shall be shown. 2. Existing and proposed profiles along the centerline of the frontage road and the outside shoulder line of the ramps. 3. Water surface elevations at major stream crossing for 10-, 25-, 50-,and 100-year storms. 4. Drawing vertical scale shall be as required by the City. C. Typical Sections: Typical sections shall be required for all proposed and existing roadways and structures. Typical sections shall include width of travel lanes, shoulders, outer separations, border widths, curb offsets, and ROW. The typical section shall also include PGL, centerline, pavement design, longitudinal joints, side slopes, sodding/seeding limits, station limits, common proposed/existing structures including existing pavement removal, riprap, limits of embankment and excavation, etc. The typical sections shall also reference Pay Schedule for Item of work"Ride Quality of Pavement Surface". D. Frontage Road Design: The Engineer shall provide the design of the NB frontage road as well as reversing the entrance and exit ramps within the project limits. The 13 03/07/18 Contract#: design shall be consistent with the approved schematic and the current Roadway Design Manual. E. Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections shall be delivered in standard GEOPAK format on 11"x17"sheets and electronic files.The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities shall consider existing pavement removals. Annotation shall include at a minimum existing/proposed right of way, side slopes(front&back),profiles,etc. Four sets of drawings shall be submitted by the Engineer at the 60%,90%,and final submittals,respectively. F. Plan Preparation. The Engineer shall prepare roadway plans,profiles and typical sections for the proposed improvements. Prior to the schematic submittal the Engineer shall schedule a workshop to review profiles and cross-sections with the City and State. The profile and cross sections shall depict the 2, 5, 10, 25, 50, 100 and 500 year(if available)water surface elevations. The drawings will provide an overall view of the roadway/existing ground elevations with respect to the various storm design frequencies for the length of the project. This will enable the City and State to determine the most feasible proposed roadway profile. The City will approve the profiles and cross sections before continuing with the subsequent submittals.This scope of services and the corresponding cost proposal are based on the Engineer preparing plans to construct the roadway lanes. The roadway plans shall consist of the types and be organized in the sequence as described in "Stand Alone Manual Notice Number 00-1". H. Wetlands Information. From the information provided in the SH 288 Managed Lanes Project, the wetland areas are to be staked, fenced and the delineation surveyed by the Engineer. The survey data shall be electronically transferred to the P&P sheets and the volumes calculated for the delineated areas. Pavement Design.The Engineer shall incorporate the pavement design developed by TxDOT/City for this project. The Engineer shall assume a pavement design to match the frontage road at the FM 518 intersection. The final Pavement Design may change from this assumption. J. Pedestrian Facilities. The Engineer shall coordinate with the City to incorporate pedestrian and bike facilities as required.All pedestrian and bike facilities must be designed in accordance with the latest Americans with Disabilities Act Accessibility Guidelines(ADAAG), and the Texas Accessibility Standards(TAS). A sidewalk will be placed along the eastern side of the frontage road within the project limits. DRAINAGE DESIGN (Function Code 161) A. Drainage Report. 1. The Engineer shall review the existing drainage study and then shall prepare an appendix to be added to the existing drainage report for the project area. 14 03/07/18 Contract#: 2. The drainage report will review the detention requirements for the SH 288 Managed Lanes project and determine additional requirements for this project. The report will then determine where the detention will be required and if the ponds being constructed for the SH 288 Managed Lanes project can be modified or if new detention facilities will be required. 3. For drainage areas, the Engineer will limit the outfalls into existing storm sewer to existing capacity flows,which will be determined by the Engineer. Alternate flow routes, if feasible, will be looked into for relieving storm sewer overload. The amount of the total detention storage to control storm sewer runoff for the design frequency will be determined based on hydrograph routing, as well as a rough estimate of the available on-site volume. The method for handling the required off-site storage volume is part of this scope. 4. The Engineer will prepare a report signed, sealed and dated by a registered/licensed engineer and shall include the preliminary findings of the storm sewer capacities, requirement for line rerouting, preliminary detention storage volumes based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams. The report will also include preliminary sizing of the trunkline for the proposed gravity storm sewer within the limits of the project,conceptual and generic discussions of the alternatives considered, a comparative cost associated with each alternative and a recommended solution. 5. Recommendations at this point should be generic and conceptual in nature, mainly for discussions with the State and the local government entities. 6. Review the existing detention facility plans to determine if it will allow for the mitigation requirements for this project. If it does not have capacity, determine where the detention facility can be placed or if the existing facility can be modified. B. Culvert and Storm Drain Design. The Engineer shall develop design details that minimize the interference with the passage of traffic or incur damage to the highway and local property. The Engineer shall provide layouts, drainage area maps, and design of all drainage components. The Engineer shall design all conventional storm drainage and cross drainage in conformance with the latest edition of State Hydraulic Manual, Houston District criteria, and any specific guidance provided by the State. Storm drain design shall be performed using WinStorm or GEOPAK Drainage. Cross drainage design shall be performed using HEC 2 or HEC RAS. When oversized storm drains are used for detention, the Engineer shall evaluate the hydraulic gradeline throughout the whole system, within project limits, for the design frequency(ies). The Engineer shall coordinate with the State any proposed changes to the detention systems. The State will assess the effects of such changes on the comprehensive drainage studies. The Engineer shall coordinate with the City,State and designers of adjacent projects to check that 15 03/07/18 Contract#: all proposed drainage systems accommodate the proposed construction phasing plan. The Engineer shall perform the following: 1. Identify areas requiring trench protection, excavation, shoring and de- watering. 2. Prepare drainage area maps. 3. If applicable,prepare plan/profile sheets for storm drain systems and outfall ditches. 4. Select standard details from State or District's list of standards for items such as inlets,manholes,junction boxes and end treatment,etc. 5. Prepare details for non-standard inlets,manholes and junction boxes. 6. Prepare drainage details for outlet protection,outlet structures and utility accommodation structures. 7. Identify pipe strength requirements. 8. Prepare drainage facility quantity summaries. 9. Identify potential utility conflicts and design around them,wherever possible. 10. Take into consideration pedestrian facilities,utility impacts,and driveway grades drainage impacts. 11. Identify existing ground elevation profiles at the ROW lines on storm sewer 1 p an and profile sheets. 12. Prepare Hydraulic Data Sheets for bridge structures at outfall channel. C. Storm Water Pollution Prevention Plans (SW3P). The Engineer shall develop SW3P, on separate sheets from (but in conformance with) the TCP, to minimize potential impact to receiving waterways. The SW3P shall include text describing the plan, quantities, type, phase and locations of erosion control devices and any required permanent erosion control measures. D. Temporary drainage facilities.The Engineer shall develop plans for all temporary drainage facilities necessary to allow staged construction of the project and to conform with the phasing of adjacent construction projects without significant impact to the hydraulic capacity of the area. Drainage area maps are not required for temporary drainage. E. Layout,Structural Design and Detailing of Drainage Features. The Engineer shall develop layouts for the following: 1. Storm Sewers: New or modified storm sewers; inlets; manholes; trunk lines. 2. Outfall channels within existing ROW. 3. Detention pond, associated outlet structures and details. 4. If work on outfall channels is required outside of the SH 288 ROW,this work will be completed as a supplemental agreement that will be approved prior to any work starting. 16 03/07/18 Contract#: The Engineer shall use standard details where practical. G. Floodplain Cut and Fill. Using water surface elevation profiles determined by the comprehensive drainage study, the Engineer shall calculate proposed cut and fill volumes below the 100 year flood elevation. SIGNING.MARKINGS AND SIGNALIZATION (Function Code 162) A. Signing. The Engineer shall prepare drawings, specifications and details for all signs. The Engineer shall coordinate with the City and State (and other Engineers as required) for overall final signing strategies and placement of signs outside contract limits. Sign detail sheets shall provide a summary of small signs. The proposed signs shall be illustrated and numbered on plan sheets. Sign foundation shall be selected from State Standards. Temporary and interim signing will be designed as part of TCP preparation. The Engineer shall provide the following information on sign/pavement marking layouts: 1. Roadway layout. 2. Center line with station numbering. 3. ROW lines. 4. Culverts and other structures that present a hazard to traffic. 5. Location of utilities. 6. Existing signs to remain,to be removed, or to be relocated. 7. Proposed signs(illustrated and numbered). B. Pavement Markings. The Engineer shall detail permanent and temporary pavement markings and channelization devices on plan sheets. The Engineer shall coordinate with the City and State(and other Engineers as required)for overall final pavement marking strategies. Pavement markings shall be selected from the latest State standards. Temporary and interim pavement markings will be designed as part of TCP plan preparation. The Engineer shall provide the following information on sign/pavement marking layouts: 1. Proposed markings(illustrated and quantified)which include pavement markings,object markings and delineation. 2. Quantities of existing pavement markings to be removed. 3. Proposed delineators and object markers. 4. The number of lanes in each section of proposed highway and the location of changes in numbers of lanes. 5. ROW limits. 6. Direction of traffic flow on all roadways. MISCELLANEOUS (Function Code 163) 17 03/07/18 Contract#: A. Retaining Walls. All permanent retaining walls shall be mechanically stabilized earth retaining walls, except for specialized retaining walls, as noted below. The Engineer shall provide layouts (scale 1"=100'), elevations, quantity estimate, summary of quantities, typical cross sections and structural details of all retaining walls within the project. If applicable,architectural standard drawings will be provided by the State and shall be incorporated into design details. The specific requirements for each item are as follows: 1. Layout Plan (1) Designation of reference line (2) Beginning and ending retaining wall stations (3) Offset from reference line (4) Horizontal curve data (5) Total length of wall (6) Indicate face of wall (7) All wall dimensions and alignment relations(alignment data as necessary) (8) Soil boring locations (9) Drainage,signing,lightning, etc. that is mounted on or passing through the wall. (10) Subsurface drainage structures or utilities which could be impacted by wall construction. 2. Elevation: (a) Top of wall elevations (b) Existing and finished ground line elevations (c) Vertical limits of measurement for payment (d) Type,limits and anchorage details of railing(only if Traffic Railing foundation standard is not being used on this project) (e) Top and bottom of wall profiles plotted at correct station& elevation. (f) Underdrains (g) Any soil improvement, if applicable. (h) Drainage, signing,lighting etc. as noted above (i) Drainage structures and utilities as noted above 3. Sectional View: (a) Reinforced volume (b) Underdrain location (c) Soil improvements, if applicable. B. Traffic Control Plan, Detours and Sequence of Construction. The Engineer shall prepare Traffic Control Plans (TCP) for the project. The Engineer is to complete Form 2229-Significant Project Procedures along with Page 4 of Form 1002, specifically titled Accelerated Construction Procedures. A detailed TCP 18 03/07/18 Contract#: shall be developed in accordance with the latest edition of the Texas Manual on Uniform Traffic Control Devices for Streets and Highways (Texas MUTCD). The Engineer is to implement the current Barricade and Construction(BC)standards as applicable. The Engineer shall interface and coordinate phases of work, including the TCP,with adjacent Engineers. 1. The Engineer shall provide a written narrative of the construction sequencing and work activities per phase and determine the existing and proposed traffic control devices (regulatory signs, warning signs, guide signs, route markers, construction pavement markings, barricades, flag personnel,temporary traffic signals, etc.)to be used to handle traffic during each construction sequence. The Engineer shall show proposed traffic control devices at grade intersections during each construction phase (stop signs, flagperson, signals, etc.). The Engineer shall show temporary roadways, ramps, structures and detours required to maintain lane continuity throughout the construction phasing. 2. Where detours are required, the Engineer shall develop typical cross sections, calculate quantities, and show horizontal and vertical alignment information. The Engineer shall provide a detailed layout and arrangement of construction signs, construction pavement marking, traffic control devices. 3. The Engineer shall be responsible to coordinate with the City and State in scheduling a Traffic Control Workshop and submittal of the TCP for Traffic Control Approval Team (TCAT) approval. The Engineer shall assist the State in coordinating mitigation of impacts to adjacent schools, emergency vehicles,pedestrians,bicyclists and neighborhoods. 4. Continuous,safe access to all properties during all phases of construction is mandatory. The Engineer shall develop TCP to preserve existing curb cuts. Approval from the City and State is required for any elimination of existing access capacity. 5. The Engineer shall design temporary drainage to replace existing drainage disturbed by construction activities or to drain detour pavement. The Engineer shall show horizontal and vertical location of culverts and required cross sectional area of culverts. 6. The Engineer shall identify and delineate any outstanding ROW parcels. 7. Delineate areas of wetlands on traffic control plan sheets. B. Illumination. The Engineer shall provide illumination layout plans, electrical circuit plans and details for safety lighting at ramps. The Engineer shall prepare exhibits as required to obtain agreements with adjacent municipalities. The Engineer shall tabulate all quantities and provide summary sheets. All electrical work will be completed per the NEC electrical code. 19 03/07/18 Contract#: C. Exhibits for Utility Agreements. The Engineer shall coordinate with the City and State regarding utilities. The Engineer shall prepare drawings early in the design phase to be used as exhibits in utility agreements. The Engineer shall show existing utilities,including those in conflict with construction on this project. The Engineer shall prepare plans to avoid utility adjustments, if feasible. The Engineer shall incorporate all requirements identified in the utility agreements. The Engineer shall continue to maintain and update the utility exhibits as necessary. Identify and evaluate utility conflicts with proposed construction. Prepare and submit to the City and State,drawings for required utility agreement: 1. An 11 x 17 inch reproducible drawing and title 2. Each utility drawing will include the following: a. Existing right of way lines b. Existing or proposed roadways c. Proposed storm sewers d. Underground utility in plan and profile e. Limits of existing pipe casing f. Owner of utility g. Control of access line h. Benchmark data i. Utility company construction contact and phone number j. Typical section view lengthwise along all pipe alignments crossing under the pavement 3. Copies of correspondence with utility companies(if any) 4. Prepare a list of potential conflicts with existing utilities prior to the 30 percent submittal and at every milestone submittal date thereafter. This utility conflict list must include highway station number, name of utility company and type of facility,the contact person(with address and telephone number),location of conflict(station and offset),proposed highway facility, impacts to storm sewer,roadway,drainage ditch and drilled shaft,expected clearance date,effect on construction and type of adjustment necessary,etc. The Engineer shall maintain and update the conflict list as necessary. After submittal to City and Design Division, the Engineer will need to update the utility conflict list again due to ROW certifications. E. Estimate. The Engineer shall independently develop and report quantities in standard State bid format at the 60%, 90% and Final PS&E submittals. The Engineer shall identify and document quantity variances to be provided with each submittal. In the event that Federal or State funds become available for this project, the Engineer shall be prepared to input the estimate into DCIS per the access rights given to the Engineer at the 90%and Final PS&E submittals. F. Specifications. The Engineer shall develop the list of standard specifications with the appropriate reference items from the estimate. The Engineer shall also identify 20 03/07/18 Contract#: the need for any special specifications, and special provisions. The Engineer shall prepare General Notes from the Houston District's Master List of General Notes, Special Specifications and Special Provisions for inclusion in the plans and bidding documents. The Engineer shall provide General Notes, Special Specifications and Special Provisions in rich text format. G. Construction Time Determination. The Engineer shall prepare a construction time determination in accordance with the State's Administrative Circular No. 17- 93. The schedule shall indicate tasks, subtasks, critical dates, milestones, and depicts the interdependence of the various items, and adjacent construction packages.The Engineer shall provide assistance to the City and State in interpreting the schedule. H. Roadway Closures. One month prior to the 90 percent milestone submittal, the Engineer shall submit to the City's and State's Project Manager, a list of the proposed roadways and lane closures for the project along with the supportive TCP. In addition, the Engineer shall submit a list of contact persons and their addresses to be notified by the City's and State's Project Manager of the proposed closures. I. Bid Phase Services. There will be no bid phase services required for this project as it is assumed that this will be changed ordered into the SH 288 Managed Lanes project. I. Construction Phase Services. If construction phase services are required, a supplemental scope of work will be provided. 21 03/07/18 ! 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B s 3 a . ! • - g _ , . , _ _ F2 4-7-4= 100111111 k 011111110 , g �) `— � : ee2 8 100111111 k ! | • k § 2 [ / A { ) § § g /2 ® 2 \ k ( , [ � � j ) 4 § ) \ ! `1 \ § ! § ■ ` ■ § � § ) 22 § ( � ( k § ( \ # ® � § k } k / § a / | � } § CSJ# 0598-02-119 District# 12-HOU Code Chart 64# 32150 Project Name SH 288 Northbound Frontage Rd ATTACHMENT B LOCATION MAP SHOWING PROJECT t4 L r V U >, 'n c 7 n G 0 X m _ a _T E _ - if, 01 U a V., L cc C a, ,,y Bend Dr o o 0 7 0 FM 518 Broadway St - _,Ig:. Broadway St n \\.ir I ) End Project o-:oht u at FM 518 c T:uo=,t tr Or i I \�a ■ct 7 U 0, r i 4ewbwy C c S (. m O4thwyck P i, co Harris Ave C _ r,0 cn ° O Grimes Ave = a g Ln m Freestone Ave e h . f. D 4' 1era Ct re ... a` Dawson Rd Tara PI o I Begin Project:.-- ©'r' o Carson Ave�,� , at CR 59 c°r 1 ei Rashell Way Briscoe Ln ` °o �i Kay Ln Armstrong Ln �O` [,a� ^rd Rd _.. CR 59 -c / SoutMork Or Phi _ 8' F)// v. O Ve u T rJ cFartow in c `l J C J a I i it J aw in D2 o Texas'Trail Ln G ' Ewing o, °r' j vl Aspen LakeO I Project Corridor yo. ( Kattey� tit i - Miles 0.25 0.125 0 0.25 Attachment B: . CSJ. 0598-02-119 . " Construct 2-Lane NB Frontage Road « / E GIS • ___ with Pedestrian and Bicycle Accomodations TxDOT BRAZORIA COUNTY S Page 1 of 1 AFA-AFA_LongGen Attachment B CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2013-330748 HDR Engineering, Inc. Houston, TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 03/27/2018 being filed. City of Pearland Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. TR1701 Professional Engineering Services 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary HDR, Inc. Omaha, NE United States X Keen, Eric Omaha, NE United States X Felker, Brent Davis, CA United States X O'Reilly, Charles Boston , MA United States X Meysenhurg, Galen Omaha, NE United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is /�l (, 4 41 41e—;75 , and my date of birth is '14 -1 6 My address is Y8L8 zasec cwt a sJi 42__ 17c. 44.<3 g ) (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in 4617/1. 4_,Y eoviaiy County, State of ,on the tT day of/ f- 2018 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission MAN.ethics.state.tx.us Version V1.0.5523 Page 1 of 2 ACRD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/27/2018 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 have ADDITIONAL INSURED provisions or 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 CONTACT NAME: Willis of Minnesota, Inc. PHONE 1-877-945-7378 FAX 1-888-467-2378 c/o 26 Century Blvd (A/C.No.Ext): (A/C,No): E-MAIL certificates @willis.com P.O. Box 305191 ADDRESS: Nashville, TN 372305191 USA INSURER(S)AFFORDINGCOVERAGE NAIC4 INSURER A: Liberty Mutual Fire Insurance Company 23035 INSURED INSURERS: Liberty Mutual Insurance Company 23043 HDR Engineering, Inc. 8404 Indian Hills Drive INSURER C: Omaha, NE 68114 INSURER 0: INSURER E: _INSURER F: COVERAGES CERTIFICATE NUMBER:W5597596 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM!DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR PR E RENTED 1,000,000 PREMISES((Ea occurrence) $ A X Contractual Liability MED EXP(Any one person) $ 10,000 Y Y TB2-641-444950-037 06/01/2017 06/01/2018 PERSONAL&ADVINJURY $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY X JE O- X LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 2,000,000 X ANY AUTO BODILY INJURY(Per person) $ B OWNED - SCHEDULED Y Y AS2-641-444950-047 06/01/2017 06/01/2018 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY _ AUTOS ONLY (Per accident) $ $ B X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESSLIAB CLAIMS-MADE Y Y TH7-641-444950-067 06/01/2017 06/01/2018 AGGREGATE $ 5,000,000 DED RETENTIONS $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE _ ER Y/N B ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? NoJ N/A Y wA7-64D-444950-017 06/01/2017 06/01/2018 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is named as Additional Insured on General Liability, Automobile Liability and Umbrella/Excess Liability on a Primary, Non-contributory basis where required by written contract. Waiver of Subrogation applies on General Liability, Automobile Liability, Umbrella/Excess Liability and Workers Compensation where required by written contract. Umbrella/Excess policy is Follows Form over General Liability, Auto Liability and Employers Liability. Re: Providing engineering services required for the preparation of Plans, Specifications and Estimates for the CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Pearland AUTHORIZED REPRESENTATIVE 3519 Liberty Drive C. Pearland, TX 77581 9- /74&!/'- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SR 50: 15864166 BATCH: 648740 Contract No. WAs Used contract or indirectly through a subcontract under this contract ao cts as acceptance n audit eo of the authority not the str the uditor the state auditor, under the direction of the legislative audit committee, ion with those funds. An entity that is the subject of an audits or nt to investigationginvestigationmust rvid audit.the state connoct ; auditor with access to any information the state auditor considers il AUTHORIZATIONS. The City will issue work authorizations using the form included in ARTICLE 5. WORKSupplemental Work Authorizations)to authorize all work under this Attachment D (Work Authorizations and workingdays after receipt. contract. The Engineer must sign and return a wk forrizationtermina termination of the contract. The City shall nod be Refusal to accept a work authorization may be grounds a responsible le for actions by the Engineer or any costs incurred by the Engineer d conditions to work kniot directly' utl of associated with or prior set forth to the en Attachmentcution of a ork A, General Provisions, Article 1. work authorizations ARTICLE 6. SIGNATORY WARRANTY. The undersigned signatory for the Engineer hereby represents and execute this warrants that he or she is an officer of the organization for which he or she has lf of the firm d These contract and that full he or she has full and complete authority to enter into this contract on represent ations and warranties are made for the purpose of inducing the City to enter into this contract. II either party by the other required under this agreement shall be delivered persona ARTICLE 7. All notices to osta a prepaid, addressed to such party at the following addresses: or sent by certified or U.S. mail, p 9 City: Engineer: Muhammad Ali, PE Cara Davis Sr. Associate, Team Leader Engineering nd of Pearll and Dept. Lockwood, Andrews & Newnam, Inc. City 3519 Liberty nde 2925 Briarpark Drive, Suite 400 Pearland, Texas 77581 i Houston, Texas 77042 unless othery iise All notices shall be deemed given on the date address by seeding written notivered or so deoited in the ce provided of the change to the provided herein. Either party may change the above Either party may request in writing that such notices shall be delivered personally or by certified other party. U.S. mail and such request shall be honored and carried out by the other pay attached hereto and i ARTICLE 8. INCORPORATION OF PROVISIONS. Attachments A through are incorporated into this contract as if fully set forth herein. IN WITNESS WHEREOF, the City and the Engineer have executed this contract in duplicate. THE ENGINEER THE CITY OF PEARLAND i tore) (Signature) < -� p Muhammad Ali ) (Printed Name) Ci-.�( tintame lukaNaci Senior Associate 3/29/2018 Title) $$ (Title) n�- �n �lJ (Date) (Date) Engineering—Engineering_SpecDelwWA.doc Page 3 of 3 2016 Rev. 08-31- A °® CERTIFICATE OF LIABILITY INSURANCE 2018 6 1 DATE(MM IDD/YYYY) / /_ 3/27/2018 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 have ADDITIONAL INSURED provisions or 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 Lockton Companies NAMEACT 444 W.47th Street,Suite 900 HONE Ertl: FAX Not: Kansas City MO 64112-1906 E-MAIL (816)960-9000 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Lexington Insurance Company 19437 INSURED HDR ENGINEERING,INC. INSURER B: 1429583 8404 INDIAN HILLS DRIVE INSURER C: OMAHA NE 68114-4049 INSURER D: INSURER E: INSURER F: COVERAGES *HDRINOI CERTIFICATE NUMBER: 15291043 REVISION NUMBER: XXXXXXX 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR 1NSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY1 LIMITS COMMERCIAL GENERAL LIABILITY NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ XXXXXXX MED EXP(Any one person) $ XXXXXXX PERSONAL&ADV INJURY $ XXXXXXX GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ XXXXXXX _ POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $ XXXXXXX OTHER: $ AUTOMOBILE LIABILITY NOT APPLICABLE COMBINED SINGLE LIMIT (Ea accident) $ XXXXXXX ANY AUTO BODILY INJURY(Per person) $ XXXXXXX AO TOS ONLY _ AUTOS SCHEDULED BODILY INJURY(Per accident) $ XXXXXXX HIRED NON-OWNED PROPERTY DAMAGE $ XXXXXXX AUTOS ONLY AUTOS ONLY (Per accident) $ XXXXXXX UMBRELLA LIAB OCCUR NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX EXCESS LIAB CLAIMS-MADE AGGREGATE $ XXXXXXX DED r RETENTION$ $ XXXXXXX WORKERS COMPENSATION NOT APPLICABLE PER STATUTE E ERH- AND EMPLOYERS'LIABILITY Y/N R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ XXXXXXX OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ XXXXXXX If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ XXXXXXX A ARCH&ENG N N 061853691 6/1/2017 6/1/2018 PER CLAIM:$1,000,000 PROFESSIONAL AGGREGATE:$1,000,000 LIABILITY DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) PROVIDING ENGINEERING SERVICES REQUIRED FOR THE PREPARATION OF PLANS,SPECIFICATIONS AND ESTIMATES FOR THE REVERSAL OF RAMPS AND DESIGN OF NORTHBOUND FRONTAGE ROAD BETWEEN CR 59 AND FM 518.30 DAYS NOTICE OF CANCELLATION APPLIES, 10 DAYS NOTICE FOR NON-PAYMENT OF PREMIUM. CERTIFICATE HOLDER CANCELLATION 15291043 City of Pearland SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3519 Liberty Drive THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3519 Liberty 77581 rive ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4112-te ©1988 015 ACORD CORPORATION. All rights reserved. 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An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit ARTICLE 5. WORK AUTHORIZATIONS. The City will issue work authorizations using the form included in Attachment D (Work Authorizations and Supplemental Work Authorizations) to authorize all work and r this contract. The Engineer must sign and return a work authorization within seven (7) working days after eceipt. Refusal to accept a work authorization may be grounds for termination of the contract. The City shall of be responsible for actions by the Engineer or any costs incurred by the Engineer relating to work not dire ,tly associated with or prior to the execution of a work authorization. Terms and conditions governing the se of work authorizations are set forth in Attachment A, General Provisions, Article 1. ARTICLE 6. SIGNATORY WARRANTY. The undersigned signatory for the Engineer hereby represe is and warrants that he or she is an officer of the organization for which he or she has executed this contract and that he or she has full and complete authority to enter into this contract on behalf of the firm. These representations and warranties are made for the purpose of inducing the City to enter into this contract. ARTICLE 7. All notices to either party by the other required under this agreement shall be delivered personally or sent by certified or U.S. mail, postage prepaid, addressed to such party at the following addresses: Engineer: City: Muhammad Ali, PE Cara Davis Sr. Associate, Team Leader Engineering and Capital Projects Dept. Lockwood, Andrews & Newnam, Inc. City of Pearland 2925 Briarpark Drive, Suite 400 3519 Liberty Drive Houston, Texas 77042 Pearland, Texas 77581 All notices shall be deemed given on the date so delivered or so deposited in the mail, unless otherwise provided herein. Either party may change the above address by sending written notice of the change to the other party. Either party may request in writing that such notices shall be delivered personally or by ce ified U.S. mail and such request shall be honored and carried out by the other party. ARTICLE 8. INCORPORATION OF PROVISIONS. Attachments A through H are attached hereto an incorporated into this contract as if fully set forth herein. IN WITNESS WHEREOF, the City and the Engineer have executed this contract in duplicate. THE ENGINEER THE CITY OF PEARLAND (Signature) AAt MuhammadAli L, & a ort/ (Printed Name) /J ( rinte l,(`lame) Senior Associate (�/- ivk afti abi 0, (Title) Title) 3/29/2018 03- t1e- IS (Date) (Date) Engineering—Engineering_SpecDelwWA.doc Page 3 of 3 Rev. 08-31- 2016