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Home My WebLink About058686-A2 - Construction-Related - Contract - Kasper/Graham Associates, Inc.CSC No. 58686-A2 AMENDMENT No . 2 TO CITY SECRETARY CONTRACT No. 58686 WHEREAS, the City of Fort Worth (CITY) and Kasper/Graham Associates, Inc., (ENGINEER) made and entered into City Secretary Contract No. 58686, (the CONTRACT) which was authorized by M&C 22-0846 on the llth day of October, 2022 in the amount of $412,040.00; and WHEREAS, the CONTRACT was subsequently revised by: Amendment No. 1 in the amount of $42,377.50 which was administratively approved on October 9, 2024; and WHEREAS, the CONTRACT involves engineering services for the following project: Trinity Boulevard and Euless South Main Street Intersection Improvements, CPN 103311; and WHEREAS, it has become necessary to execute Amendment No. 2 to the CONTRACT to include an increased scope of work and revised fee. NOW THEREFORE, CITY and ENGINEER, acting herein by and through their duly authorized representatives, enter into the following agreement, which amends the CONTRACT: 1. Article I of the CONTRACT is amended to include the additional engineering services specified in proposal attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $53,908.00. (See Attached Funding Breakdown Sheet, Page OFFICIAL RECORD CITY SECRETARY 2. FT. WORTH, TX Article II of the CONTRACT is amended to provide for an increase in the fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall be an amount of $508,325.50. City of Fort Worth, Texas Trinity Boulevard & Euless South Main Street Intersection Prof Services Agreement Amendment Template 103311 Revision Date: June 13, 2025 Page 1 of 4 3. All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect. EXECUTED and EFFECTIVE as of the date subscribed by the City's designated Assistant City Manager. APPROVED: City of Fort Worth Jesica McEachern. Assistant City Manager DATE: 06/08/2026 Op FORT °°a ATTEST: oaFoo oo�aa a>o �9dd 0!`e oo-0d ��¢#A, daQIl nEX p?ogd Jannette Goodall City Secretary APPROVAL RECOMMENDED: Lauren Prieur (May 31, 2026 10:30:21 CDT) ENCINEER Kasper/Graham Associates, Inc. Mark Burckhard, P.E. Vice President DATE: 121 j b1262s Lauren Prieur, P.E. Director, Transportation and Public Works Department OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth, Texas Trinity Boulevard d Euless South Main Street Intersection Prof Services Agreement Amendment Template 103311 Revision Date: June 13, 2025 Page 2 of 4 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. 0 Seth Cooksey, P.E. Professional Engineer APPROVED AS TO FORM AND LEGALITY: Douglas Black (Jun 3, 2026 10:44:00 CDT) Douglas W. Black Sr. Assistant City Attorney N/A M&C No.#: N/A M&C Date: City of Fort Worth, Texas Trinity Boulevard & Euless South Main Street Intersection Prof Services Agreement Amendment Template 103311 Revision Date: June 13, 2025 Page 3 of 4 FUNDING BREAKDOWN SHEET City Secretary No. 58686 Amendment No. 2 Fund Dept ID Account Project ID CF1- Activity CF2 - Bond Reference Amount 30108 0200431 5330500 103311 003930 22010204 $53,908.00 Total: $53,908.00 City of Fort Worth, Texas Trinity Boulevard & Euless South Main Street Intersection Prof Services Agreement Amendment Template 103311 Revision Date: June 13, 2025 Page 4 of 4 FORT WORTH. ATTACHMENT "A" Scope for Engineering Design Related Services for Intersection Improvements The scope set forth herein defines the work to be performed by the ENGINEER in completing the project. Both the CITY and ENGINEER have attempted to clearly define the work to be performed and address the needs of the Project. OBJECTIVE The objective of the Trinity Boulevard and Euless South Main Street Intersection Project is to Improve capacity of the Intersection by adding northbound and southbound left turn lanes on Euless West Main Street and offsetting the left turn lanes on Trinity Boulevard to provide a clear site line. Project will also update and provide new traffic signals for the intersection improvements. WORK TO BE PERFORMED Task 1. Design Management Task 3.4-0 sig fir Task 4. Final Design t and 100%) Task 5. Bid Phase SeF ces- Task 7. ROW/Easement Services Task 8. Survey and irfa e i :tTt Engineering Sir:; Task 0 Iprm;tting Task 10. Quality Control/ Quality Assurance TASK 1. DESIGN MANAGEMENT. ENGINEER will manage the work outlined in this scope to ensure efficient and effective use of ENGINEER's and CITY's time and resources. ENGINEER will manage change, communicate effectively, coordinate internally and externally as needed, and proactively address issues with the CITY's Project Manager and others as necessary to make progress on the work. 1.1. Managing the Team • Lead, manage and direct design team activities • Ensure Quality Control / Quality Assurance (QC/QA) is practiced in performance of the work. Refer to Task 10 for further details. • Communicate internally among team members • Task and allocate team resources 1.2. Communications and Reporting City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 1 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORTH,. • Attend a pre -design project kickoff/charter meeting with CITY staff to confirm and clarify scope, understand CITY objectives, and ensure economical and functional designs that meet CITY requirements • Attend one (1) constructability review meeting with CITY representatives, including Traffic Management, at the 60% submittal milestone • Conduct and document monthly project update meetings with CITY Project Manager • Conduct review meetings with the CITY at the end of each design phase • Conduct and document biweekly design team meetings • Conduct QC/QA reviews and document those activities. Refer to Task 10 for further details • Prepare invoices, in accordance with Attachment B to this Standard Agreement and submit monthly in the format requested by the CITY. Multi -month billing is not allowed. Months in which no work is being invoiced shall require submission of a $0.00 invoice. Prepare and submit monthly Project Status Reports in the format provided by the Transportation and Public Works Department. • Prepare and submit baseline Project Schedule initially, and Project Schedule updates with a schedule narrative monthly, as required in Attachment D to this Standard Agreement in compliance with the City's Specification 00 31 15 entitled Engineer Project Schedule. This PROJECT requires a Tier 3 schedule as defined in the City's Specification 00 31 15 entitled Engineer Project Schedule. • Prepare and submit a preliminary Project Risk Register, Stakeholder Register, and Project Communications Plan. CITY will modify and finalize. Review Project Risk Register periodically with CITY Project Manager and make recommendations to mitigate, accept, or remove risks. • Complete Final Summary Payment Report Form at the end of the project. • Coordinate with other agencies and entities as necessary for the design of the proposed infrastructure, and provide and obtain information needed to prepare the design. • With respect to coordination with permitting authorities, ENGINEER shall communicate with permitting authorities such that their regulatory requirements are appropriately reflected in the designs. ENGINEER shall work with regulatory authorities to obtain approval of the designs, and make changes necessary to meet their requirements, as part of the design scope. • Personnel and Vehicle Identification: When conducting site visits to the project location, the ENGINEER or any of its sub -consultants shall carry readily visible information identifying the name of the company and the company representative. City of Fort Worth, Texas Page 2 of 10 Attachment A PMO Release Date: 02.06.2015 Page 2 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORM., ASSUMPTIONS • One (1) monthly project update meetings during design phase • All submittals to the City will be Quality checked prior to submission. • Project design phase is anticipated to take Three (3) weeks. • Five (5) monthly updates of Project Status Reports, TPBE, Risk Register, and project Schedule. DELIVERABLES A. Meeting summaries with action items B. QC/QA documentation C. Baseline design schedule D. Preliminary Project Risk Register, preliminary Stakeholder Register, and preliminary Project Communications Plan E. Monthly Schedule updates with schedule narrative describing any current or anticipated schedule changes F. Monthly Project Status Reports G. Monthly TPBE spreadsheet updates H. Monthly Project Risk Register updates I. Plan Submittal Checklists (See Task 10) J. Monthly invoices K. Final Summary Payment Report Form City of Fort Worth, Texas Page 3 of 10 Attachment A PMO Release Date: 02.06.2015 Page 3 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 FORT WORTH. TASK 2. CONCEPTUAL DESIGN (30 PERCENT). 2.1. Data Collection (N/A) 2.2. Subsurface Utility Engineering Provide Subsurface Utility Engineering (SUE) per Task 8. 2.3. Utility Clearance (N/A) 2.4 Engineering Design Report (N/A) 2.5 The Conceptual Design Package shall include the following: • SUE Plan sheets sealed by a licensed professional engineer registered in the State of Texas. TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100 PERCENT). Upon — be sure to track changes, approval of the Preliminary plans, ENGINEER will prepare construction plans as follows: Fe!19,e ARg a 90-% GeR8# 14GR plan reyiey, meeting With the ( ITV the ENGINEER shall submit Final Plans (100%) to the CITY per the approved Project Schedule. Each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas. • Provide a revised street light design for revised median on Trinity Blvd and a new plan for Euless South Main Street. • A Quantity Summary page will be included with 100% design plans. Each design sheet of the plans shall also include a quantity take off table. • The ENGINEER shall submit an estimate of probable construction cost of the 100% design package. This estimate shall use standard CITY or TxDOT bid items, as applicable. • ASSUMPTIONS • One (1) set of 11"x17" size drawings and one (1) set of specifications will be delivered for the 100% Design package. • A PDF and DWF file for the 100% Design will be created from design CAD drawings and will be uploaded to the project folder in City's document management system (BIM 360). DELIVERABLES A. 0 BSUtilitye'E)GatirvR GIE)GLAmentafiAaR G. FIal i9VVIVI Plan (PiPal nhneGk 106t) D. 100% construction plans and Project Manual including QC/QA documentation. City of Fort Worth, Texas Page 4 of 10 Attachment A PMO Release Date: 02.06.2015 Page 4 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORTH,. E. Detailed estimates of probable construction costs including summaries of bid items and quantities using the CITY's or TxDOT's standard bid items and format, as applicable F. Original 11 "x17" size cover mylar for the signatures of authorized CITY officials. • The ENGINEER shall attend the "Final" project walk through and assist with preparation of final punch list. TASK 7. ROW/EASEMENT SERVICES. ENGINEER will support and perform activities related to ROW and land as outlined below, per scoping direction and guidance from the CITY's Project Manager. 7.1. Right -of -Way Research • The ENGINEER shall determine rights -of -way and easement needs for construction of the project. Required temporary and permanent easements will be identified based on available information and recommendations will be made for approval by the CITY. 7.2. Right-of-Way/Easement Preparation and Submittal. • The ENGINEER shall prepare documents to be used to obtain right-of-way and permanent and/or temporary easements required to construct the improvements. • The ENGINEER shall prepare a ROW and Easement parcel reference map showing and designating all land interest for project. The map shall be revised as necessary throughout the land acquisition process. • The documentation shall be provided in conformance with the checklists and templates available on the City's document management system (BIM 360) Project Resources folder. 7.3. Temporary Right of Entry Preparation and Submittal • Prior to construction, the ENGINEER should coordinate with the City project manager to identify all needed Temporary Right of Entries from landowners. It is assumed that letters will only be required for land owners adjacent to construction or who are directly affected by the project and no easement is required to enter their property. • The documentation shall be provided in conformance with the checklists and templates available on the City's document management system (BIM 360) Project Resources folder. ASSUMPTIONS Up to Two (2) additional parcels delivered during this contract. • Right -of -Way research includes review of property/right-of-way records based on current internet based Tarrant Appraisal District (TAD) information available at the start of the project and available on -ground property information (i.e. iron rods, fences, stakes, etc.). It does not include effort for chain of title research, parent track research, additional research for easements not included in the TAD City of Fort Worth, Texas Page 5 of 10 Attachment A PMO Release Date: 02.06.2015 Page 5 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORM., records, right-of-way takings, easement vacations and abandonments, right-of- way vacations, and street closures. • The documentation shall be provided in conformance with the checklists and templates available on the City's document management system resources folder DELIVERABLES A. Two (2) Easement exhibits and meets and bounds provided on CITY forms. B. ROW and Easement parcel map D. Two (2) Temporary Right of Entry documents TASK 8. SURVEY ENGINEER will provide survey support as follows. 8.1. Design Survey ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have qualified arborist identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. • The minimum survey information to be provided on the plans shall include the following: — A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: — The following information about each Control Point; a. Identified (Existing. CITY Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on CITY Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). — Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. — No less than two horizontal bench marks, per line or location. City of Fort Worth, Texas Page 6 of 10 Attachment A PMO Release Date: 02.06.2015 Page 6 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORM., — Bearings given on all proposed centerlines, or baselines. — Station equations relating utilities to paving, when appropriate. 8.3. Subsurface Utility Engineering Provide Subsurface Utility Engineering (SUE) to Quality Level D, C, B, and A, as described below. The SUE shall be performed in accordance with Cl/ASCE 38-02. Quality Level D • Conduct appropriate investigations (e.g., owner records, County/CITY records, personal interviews, visual inspections, etc.), to help identify utility owners that may have facilities within the project limits or that may be affected by the project. • Collect applicable records (e.g., utility owner base maps, "as built" or record drawings, permit records, field notes, geographic information system data, oral histories, etc.) on the existence and approximate location of existing involved utilities. • Review records for: evidence or indication of additional available records; duplicate or conflicting information; need for clarification. • Develop SUE plan sheets and transfer information on all involved utilities to appropriate design plan sheets, electronic files, and/or other documents as required. Exercise professional judgment to resolve conflicting information. For information depicted, indicate: utility type and ownership; date of depiction; quality level(s); end points of any utility data; line status (e.g., active, abandoned, out of service); line size and condition; number of jointly buried cables; and encasement. Quality Level C (includes tasks as described for Quality Level D) • Identify surface features, from project topographic data and from field observations, that are surface appurtenances of subsurface utilities. • Include survey and correlation of aerial or ground -mounted utility facilities in Quality Level C tasks. • Survey surface features of subsurface utility facilities or systems, if such features have not already been surveyed by a professional surveyor. If previously surveyed, check survey data for accuracy and completeness. • The survey shall also include (in addition to subsurface utility features visible at the ground surface): determination of invert elevations of any manholes and vaults; sketches showing interior dimensions and line connections of such manholes and vaults; any surface markings denoting subsurface utilities, furnished by utility owners for design purposes. City of Fort worth, Texas Page 7 of 10 Attachment A PMO Release Date: 02.06.2015 Page 7 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORM., • Exercise professional judgment to correlate data from different sources, and to resolve conflicting information. • Update (or prepare) plan sheets, electronic files, and/or other documents to reflect the integration of Quality Level D and Quality Level C information. • Recommend follow-up investigations (e.g., additional surveys, consultation with utility owners, etc.) as may be needed to further resolve discrepancies. • Provide Quality Level C to identify overhead utilities on the project and provide the overhead utility information on the SUE plan sheets. Level B (includes tasks as described for Quality Level C) • Select and apply appropriate surface geophysical method(s) to search for and detect subsurface utilities within the project limits, and/or to trace a particular utility line or system. • Based on an interpretation of data, mark the indications of utilities on the ground surface for subsequent survey. Utilize paint or other method acceptable for marking of lines. • Unless otherwise directed, mark centerline of single -conduit lines, and outside edges of multi -conduit systems. • Resolve differences between designated utilities and utility records and surveyed appurtenances. • Recommend additional measures to resolve differences if they still exist. Recommendations may include additional or different surface geophysical methods, exploratory excavation, or upgrade to Quality Level A data. • As an alternative to the physical marking of lines, the ENGINEER may, with CITY's approval, utilize other means of data collection, storage, retrieval, and reduction, that enables the correlation of surface geophysical data to the project's survey control. Level A • Expose and locate utilities at specific locations. • Tie horizontal and vertical location of utility to survey control. • Provide utility size and configuration. • Provide paving thickness and type, where applicable. • Provide general soil type and site conditions and such other pertinent information as is reasonably ascertainable from each test hole site. ASSUMPTIONS Up to Two (2) Level A test holes are included. City of Fort Worth, Texas Page 8 of 10 Attachment A PMO Release Date: 02.06.2015 Page 8 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORTH,., DELIVERABLES A. Drawing of the project layout with dimensions and coordinate list. B. SUE plan drawings sealed by a professional engineer registered in the State of Texas • TASK 10. QUALITY CONTROL / QUALITY ASSURANCE • ENGINEER to provide to the City a Quality Control/ Quality Assurance Plan (QC/QA Plan) outlining the ENGINEER's method of ensuring the highest levels of design and accuracy are incorporated into the calculations, plans, specifications, and estimates. • ENGINEER is responsible for and shall coordinate all subconsultant activity to include quality and consistency of plans. • If, at any time, during the course of reviewing a submittal of any item it becomes apparent to the CITY that the submittal contains errors, omissions, and inconsistencies, the CITY may cease its review and return the submittal to the ENGINEER immediately for appropriate action. A submittal returned to the ENGINEER for this reason may be rejected by the CITY Project Manager. • 10.1. QC/QA of Survey and SUE Data • The ENGINEER's Surveyor shall perform Quality Control/ Quality Assurance on all procedures, field surveys, data, and products prior to delivery to the CITY. The CITY may also require the ENGINEER's Surveyor to perform a Quality Assurance review of the survey and/or subsurface utility engineering (SUE) work performed by other surveyors and SUE providers. • ENGINEER's Surveyor shall certify in writing via a letter that the survey information provided has undergone a Quality Control/ Quality Assurance process. • ENGINEER's Subsurface Utility Engineering provider shall certify in writing via a letter that the SUE information provided has undergone a Quality Control/ Quality Assurance process. • 10.2. QC/QA of Design Documentation • ENGINEER shall perform a QC/QA review of all documents being submitted for review at all stages of the design including the 30%, 60%, and 90% and Final Document design review submittals. QA should be performed by an individual within the firm who is not on the design team. • ENGINEER is to acknowledge that each item on the Detailed Checklist has been included by checking "done" on the checklist. If a particular checklist item is not applicable, this should be indicated by checking "N/A". If an entire checklist is not applicable, this should be indicated by checking every item on the list as City of Fort Worth, Texas Page 9 of 10 Attachment A PMO Release Date: 02.06.2015 Page 9 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 T WORTH,., "N/A" and still included with the submittal. The ENGINEER shall use the Detailed Checklist provided by CITY. • A Comment Resolution Log must be used to document conflicting comments between reviewers and to highlight comments made by the CITY that the ENGINEER is not incorporating into the design documents along with the associated explanation. The ENGINEER shall use the Comment Resolution Log provided by CITY. The documentation of a QC/QA review includes (1) a copy of the color -coded, original marked -up document (or "check print") developed during the QA checking process and/or review forms which sequentially list documents and associated comments; and (2) a QC sign -off sheet with signatures of the personnel involved in the checking process. Mark-ups may also be documented using the Comment Resolution Log. • Evidence of the QC/QA review will be required to accompany all submittals. Documentation shall include, but is not limited to, the following items: PDF of the completed Detailed Checklists PDF of the QC/QA check print of the calculations, plans, specifications, and estimates demonstrating that a review has been undertaken; PDF of previous review comments (if any) and the ENGINEER's responses to those comments in the Comment Resolution Log. If any of the above information is missing, is incomplete or if any comments are not adequately addressed; the CITY may contact the ENGINEER and request the missing information. If the ENGINEER does not respond to the request within 24 hours, the CITY shall reject the submittal. No additional time will be granted to the design schedule for a returned submittal. ENGINEER shall plan to recover the lost time with future project milestones remaining unchanged. • If the ENGINEER has not adequately addressed the comments, the submittal shall be rejected and returned to the ENGINEER immediately to address the issues. • ASSUMPTIONS • All submittals to the City will be Quality checked prior to submission. • A PDF of the QC/QA documentation will be uploaded to the project folder in the City's document management system (BIM360). • DELIVERABLES A. QC/QA documentation City of Fort Worth, Texas Page 10 of 10 Attachment A PMO Release Date: 02.06.2015 Page 10 of 10 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 ATTACHMENT B COMPENSATION Design Services for Trinity Blvd. and Euless South Main Street Intersection Improvements City Project No. 103311 Time and Materials with Rate Schedule Project Compensation A. The ENGINEER shall be compensated for personnel time, non -labor expenses, and subcontract expenses in performing services enumerated in Attachment A as follows: i. Personnel Time. Personnel time shall be compensated based upon hours worked directly in performing the PROJECT multiplied by the appropriate Labor Category Rate for the ENGINEER's team member performing the work. Labor Category Rate as presented in the rate schedule table below is the rate for each labor category performing the work and includes all direct salaries, overhead, and profit. Labor Category September 2022 Rate $/hour September 2023 Rate $/hour Principal 225 230 Senior Engineer 175 180 Senior Hydrologist 175 180 Registered Public Surveyor 160 165 Registered Engineer 160 165 Senior Design Manager 160 165 Project Engineer II 150 155 Project Engineer 1 140 145 Project Hydrologist 140 145 Survey Manager 130 135 Project Coordinator 130 135 Tech V 125 130 Tech IV 110 115 Tech III 105 110 Tech II 90 95 Tech I 80 85 RPLS - Surveyor 150 155 3 Man Survey Crew 170 175 2 Man Survey Crew 140 145 Clerical 50 53 City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 1 of 4 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 ATTACHMENT B COMPENSATION ii. Non -Labor Expenses. Non -labor expenses shall be reimbursed as Direct Expenses at invoice or internal office cost. Direct Expenses (non -labor) include, but are not limited to, mileage, travel and lodging expenses, mail, supplies, printing and reproduction services, other direct expenses associated with delivery of the work; plus applicable sales, use, value added, business transfer, gross receipts, or other similar taxes. iii. Subcontract Expenses. Subcontract expenses and outside services shall be reimbursed at cost to ENGINEER plus a markup of ten percent (10%). iv. Budgets. ENGINEER will make reasonable efforts to complete the work within the budget and will keep the City informed of progress toward that end so that the budget or work effort can be adjusted if found necessary. ENGINEER is not obligated to incur costs beyond the indicated budgets, as may be adjusted, nor is the City obligated to pay ENGINEER beyond these limits. If ENGINEER projects, in the course of providing the necessary services, that the PROJECT cost presented in Article 2 of this Agreement will be exceeded, whether by change in scope of the project, increased costs or other conditions, the ENGINEER shall immediately report such fact to the City and, if so instructed by the City, shall suspend all work hereunder. When any budget has been increased, ENGINEER's excess costs expended prior to such increase will be allowable to the same extent as if such costs had been incurred after the approved increase. B. The ENGINEER shall be paid monthly payments as described in Section II - Method of Payment. II. Method of Payment A. The ENGINEER shall be paid by the City based upon an invoice created on the basis of statements prepared from the books and records of account of the ENGINEER, based on the actual hours and costs expended by the ENGINEER in performing the work. B. Each invoice shall be verified as to its accuracy and compliance with the terms of this Agreement by an officer of the ENGINEER. C. ENGINEER shall prepare and submit invoices in the format and including content as presented in Exhibit B-1. D. Payment of invoices will be subject to certification by the City that such work has been performed. City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 2 of 4 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 AM ATTACHMENT B COMPENSATION III. Progress Reports A. The ENGINEER shall prepare and submit to the designated representative of the Transportation and Public Works Department monthly progress reports and schedules in the format required by the City. IV. Summary of Total Project Fees Firm Primary Responsibility Fee Amount % Prime Consultant Graham Associates, Inc. Engineering Services $37,293.00 69.33 Proposed Sub -Consultants DeShazo Group Traffic Studies & Signals $0.00 0.00 The Rios Group S.U.E. $0.00 0.00 Yaggi Engineering Street Lighting $6,500.00 12.08 BDA Accessibility Services LLC TDLR Review & Inspection $0.00 0.00 Yellow Rose Mapping S.U.E. $10,000.00 18.59 TOTAL $53,793.00 100% Project Number & Name Amended Contract Sub -Consultant Sub - Total Fee Fee Consultant CPN 103311- Trinity Blvd and Euless $508,325.50 $150,975.00 29.70% South Main Street C City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 3 of 4 Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 LMI EXHIBIT "B-1" ENGINEER INVOICE (Supplement to Attachment B) Insert required invoice format following this page, including negotiated total budget and allocations of budgets across desired work types and work phases. 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I /! !7 j - . {«z \ - � \ _ z t ))] )\ e �� - !2 , \ }\} \\\\ f > \0 k £ ao= ] $k) / J $ 2 w E �7 . \ E // §' j u±� \ %\\ m & .. af§ k Z � E &7 6 \ \( 22 / �\kkR 2 2 _ _ 0 \\{})0 /%a\2 % (L(L L)CL Q $QaAA] J E$ 3/ ]7 \> £CL }cn F- EE 3` k/2\ §S32 $J !` 2] ! < KI ]� /z « y &)\ J), $ \ 3 k 2 a j § M � / 2 j 0 \j ƒ E - / \ }\\ \\ CO_ )$ )\\\ ( m 7 )0 3 F°a 7 / (§)) J m $ 2 w f § z \ /> 2 /\/co m .2 E z k0CT \2)E 22 / /�kkk � 2/ \�a\2 § 0-CL a aQ/=Q2 0 //ILA$/ 2], � 3/ )\ 6CL }n §kj \� \]2& |2\ ]/| _ / |/ ]|: ;z < _ |7\ pE 2 \ 9 3 § J a I! 11 MEN MENOMONEE MOMMEN mom MEN MEN MEN MEN MEN MEN MEN MEN MEN MOMMEN MEN --------------------------- --------------------------- MEN EMECCMCMEN MEN MEN MEN MEN IEEE MEN MEN MOMMENIMME■ ■OMM■ ■ MEN �MOMMENIMME■ ■fit ■�� MOMMENIMME■ ■ENE■ ■�� ■ENE■ ®�MOMMENIMME■ �MOMMENIMME■ ■EME■ ■�� MOMMENIMME■ ■EME■ ■�� Attachment E Trinity Boulevard and Euless South Main Street City Project No. 103311 -N•� _ —tk z upril 1 T� FORT WORTH TRINITY BOULEVARD AT EULESS SOUTH MAIN STREET - CONCEPTUAL LAYOUT - APRIL 2021 Graham Assoi CONSULTING ENGINE 1300 Summit Aver Fort Worth, Texas 761I TBPE FIRM: F-1191/TBPI Foer Waera Project City Project No. 103311 Mapsco 55 V Trinity Blvd and Euless South Main St Intersection Improvements CPN 103311 � \§o£�) �oa;R� a¥@2a§ sE(ef» u— G2 8" §) �°) § & }Fo QH N m b 0 0 F N N N O a 0 c C c O O n w V N W a m b O O ° O O a N � N o •0 J Q b � O y N i0 tnp O b M b O O N U O H cli N N N N U b m w O O O O e y w N fn C d b r w o 0 0 0 = H o a w o 0 0 0 0 � F b w U p G00 a V b b 0 w O O N � b _ N � J O L o` x R O O O O � o. W N a ° OJ 3 w � N m 0 e O O � w w " = o w ryj C W wb m nM 6 - a` p w o 0 a _ IS E c F= -�' om=a �w �9a cap m•o a "m c`o `c c��a oc m¢o - .- �5 x''> c�TtE a � °'¢mac .c-N 0p`c��_ � a aaina -n ¢¢ m s' y?ddoavm� Woz'Eo CL E mcot2 I.''o c Ii ILNyILL a`ci mm v� x x¢¢m'� o,n o N E.d �in ci G Z y �N v t7 Yb I Nt7Y bb I "I�'f O tD IT p - bmn On m [G OG ± ; ci �E|§� ZE YAGGI ENGINEERING, INC. ELIZABETH A. YAGGI, P.E. R. TIM YAGGI, P.E. May 20, 2025 Mr. Mark Burckhard, P.E. Graham Associates, Inc. 600 Six Flags Drive, Suite 500 Arlington, Texas 76011 Re: Intersection Improvements —Add Service No.1 Trinity Blvd at Euless Main Street Fort Worth, Texas Dear Mark: We appreciate the opportunity to submit this proposal to provide additional electrical engineering services for the referenced project. Proposed additional fee and additional services are as follows: Additional Services: 1. Revised lighting design $6,500 Please call if you have any questions. Sincerely, YAGGI ENGINEERING, INC. �,P. Eliza th A. Yaggi, P.E EAY/sr ACCEPTED: Signature Title Date 5840 K 1-20, Suite 270 Phone 817-483-2373 Arlington, TX 76017 www.yaggiengineering.com Fax 817-483-4233 YELLOWROSE MAPPIN 2011 Woodland Hills Lane Weatherford. TX 76087 March 20, 2025 Subsurface Utility Engineering Client: Graham Associates Mark Burckhard, PE Project: SUE Trinity Blvd Dear Mr. Burckhard: Yellow Rose Mapping LLC (YR) is pleased to submit a cost proposal for Subsurface Utility Engineering (SUE) required for the above referenced project. This proposal is based on information contained in your email dated March 18, 2025. Introduction YR will perform the SUE work required for this project in general accordance with the recommended practices and procedures described in ASCE Publication Cl/ASCE 38-02 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data). As described in the mentioned ASCE publication, four levels have been established to describe the quality of utility location and attribute information used on plans. The four quality levels are as follows: • Quality Level D (QL"D") — Information derived from existing utility records; • Quality Level C (QL"C") - QL"D" information supplemented with information obtained by surveying visible above -ground utility features such as valves, hydrants, meters, manhole covers, etc. • Quality Level B (QL"B") — Two-dimensional (x,y) information obtained through the application and interpretation of non-destructive surface geophysical methods. Also known as "designating" this quality level provides the horizontal position of subsurface utilities within approximately one foot. • Quality Level A (QL"A") — Three dimensional (x,y,z) utility information obtained utilizing non-destructive vacuum excavation equipment to expose utilities at critical points which are then tied down by surveying. Also known as "locating", this quality level provides precise horizontal and vertical positioning of utilities within approximately 0.05 feet. It is the responsibility of the SUE provider to perform due -diligence with regard to records research (QL "D") and acquisition of available utility records. The due -diligence provided for this project will consist of visually inspecting the work area for evidence of utilities and reviewing the available utility record information. Utilities that are not identified through these efforts will be here forth referred to as "unknown" utilities. YR personnel will scan the defined work area using electronic prospecting equipment to search for "unknown" utilities. However, YR is not responsible for designating and locating these "unknown" utilities. SUBSURFACE UTILITY ENGINEERING LAND SURVEYING www.yellowrosemapping.com Mr. Burckhard SUE Trinity Blvd March 20, 2025 Page 2 of 3 Scone of Work Based on information provided by Graham Associates (GAI), YR has developed a preliminary scope for the SUE work required for this project. The scope of work may be modified, with GAI's concurrence, during the performance of the SUE fieldwork if warranted by actual field findings. The scope of this proposal includes Quality Level (QL) "A" and "B" SUE. • QL "B" SUE will be performed within the red limits shown in the attached "Exhibit A". Utilities to be designated include gas, telecommunications, electric, traffic signals, storm, water and sanitary sewer. Irrigation and overhead utilities are not included in this scope. QL "A" SUE test hole locations will be determined by GAI and YR once the QL "B" SUE deliverable has been reviewed. As requested, two (2) QL "A" test holes will be included in the budget. YR will have all designating marks and test holes surveyed using project control point data provided by GAI. YR has assumed that any necessary Right -of -Entry (ROE) permits will be provided by GAI prior to the start of YR field work. YR Procedures OL "C" and "D" SUE— Records Research and Surface Feature Surve It is the responsibility of the SUE provider to perform due -diligence with regard to records research and the acquisition of available utility records. The due -diligence provided for this project will consist of contacting the applicable One Call agency and associated utility owners/municipalities, visually inspecting the work area for evidence of utilities, and reviewing available utility record information. Additional utilities not identified through these efforts will be referred to as Unknown utilities. OL "B " SUE — Desi nating YR will utilize a suite of geophysical equipment that includes magnetic and electromagnetic induction to designate conductive utilities. Where access is available, a sonde will be inserted into non-conductive utilities to provide a medium for transmission, which can then be designated using geophysical equipment. Non-conductive utilities can also be designated using other proven methods, such as rodding and probing. QL `B" SUE is inclusive of QL "C/D" SUE. QL "A " SUE — Locating YR will utilize non-destructive vacuum excavation equipment to excavate test holes at the requested locations. To layout the test holes, YR will follow the QL`B" — Designating procedures described above. Once each utility is located, YR will record the size, type, material, and depth to top of pipe. Test holes will be uniquely marked. Excavations will be backfilled by mechanical means with the appropriate material, and the original surface will be restored. If necessary, YR can core pavement up to a depth of 12 inches. Asphalt surfaces will be repaired with an asphalt SUBSURFACE UTILITY ENGINEERING � LAND SURVMNG ww.yellowroseiii.ipping.co n Mr. Burckhard SUE Trinity Blvd March 20, 2025 Page 3 of 3 cold patch, and concrete cores will be epoxied in place, flush with the surrounding surface. YR assumes that flowable fill will not be required when backfilling test holes and that full -section pavement repair (including sidewalks) will not be required to restore the original pavement surface. YR has assumed that all test holes will be in areas that are accessible to truck -mounted equipment, and that routine traffic control (cones and free standing signage, etc.) will be required during the performance of the QL "A" SUE work. Excavation in rock, or to a depth greater than 18 feet, is considered beyond the scope of this proposal Deliverables YR will provide the following as a final deliverable to the Client: • A utility file, in AutoCAD format, depicting the type and horizontal location of the designated utilities. The size of each utility will be presented in the utility file if this information is indicated on available record drawings. GAI will provide YR with base map/topographic files for use in preparing the utility file. • A summary sheet of all test hole coordinate data and depth information. Schedule Field work can commence within approximately 3 weeks after receipt of a signed agreement and Notice -To -Proceed (NTP). YR estimates that the field work, survey, and deliverable preparation can be completed in approximately 5 weeks. Proposed Fees YR proposes to provide the services as described above for a cost of Ten Thousand Dollars & 00/100 ($10,000.00). A breakdown of cost is included as "Table 1" for this proposal. Please note that this estimate is based on an assumption of quantities. YR will only invoice for quantities actually performed. This is a not -to -exceed amount. If it appears that quantities will be exceeded, YR will notes GAI and request authorization to submit a supplemental agreement to increase the fee prior to proceeding with additional work. We look forward to working with you on this project. If you have any questions or require additional information, please contact me at (214)-493-8531. Respectfully, Yellow Rose Mapping LLC /: 4f4�_ Tim Habenicht, P.E. Director of S.U.E. SUBSURFACE UTILITY ENGINEERING a LAND SURVEYING www.yeIlowroseiii.ipping.com Estimate for Subsurface Utility Engineering SUE Trinity Blvd YELLOW ROSE MAPPING Table 1 Direct Expenses Rate Units Unit Description Sub -Total Notes Admin./Permit $ 500.00 : 1 LS $ 500 00 Traffic Control $ 2,000.00 1 DAY L---------------- $ 2,000.00 Survey of SUE ------ $ ------ ------L- 1,950.00 ________- 1 DAY -L--------------- $ 1,950.00 $ 4,450.00 Sub -Total QL "B" SUE (Designating) Rate Units ;Unit Description------ Sub -total QL "B" Daily QL ------- $ - - - -- 2,750.00 ; ---T----- 1 ------ DAY $ -------- 2,750.00 Sub -Total $ 2,750.00 QL "A" SUE (Test Holes) -------------------------------- ----------------------------------------------------------------------------------- Depth Rate Assumed Unit Sub -total Quantity 1 Description -------------------------------- 0-4 ft. $ 1,050,00 0 EA $ - 4-8 ft. ---------------------+------------+------------------I-------------------------- $ 1,250.00 ; 1 EA $ 1,250.00 8-12 ft. ----------------------T------------T--------------------------------------------- $ 1,550.00 ; 1 EA $ 1,550.00 12-18 ft. $ -------------36_6._6-•-- 2,300.00- ; 0 ------------------EA---------------------------------- EA $ Pavement Coring 0 $ QL "A" Sub -Total --------------------0- 2 -------------------------- $ 2,800.00 Total Estimated Cost $ 10,000.00 Yellow Rose Mapping LLC 2011 Woodland Hills Lane Weatherford, Texas 76087 (817) 703-6578 103311-EPAM-Trinity Blvd at Euless South Main St Intersection Improvements Professional Services Agreement Amendment #2 Final Audit Report Created: 2026-05-13 By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAAwQGgylCF8e9RFuganwAzxDmpXmH0a3hf 2026-06-02 "103311-EPAM-Trinity Blvd at Euless South Main St Intersection Improvements Professional Services Agreement Amendment # 2" History D Document created by Andrea Munoz (Andrea. Munoz@fortworthtexas.gov) 2026-05-13 - 5:46:59 PM GMT- IP address: 204.10.90.100 Document emailed to LaKeshia Lynch (La Kesh ia. Lynch @fortworthtexas. gov) for filling 2026-05-13 - 5:50:46 PM GMT "o Email viewed by LaKeshia Lynch (LaKeshia.Lynch@fortworthtexas.gov) 2026-05-13 - 5:54:29 PM GMT- IP address: 104.47.64.254 Form filled by LaKeshia Lynch (LaKeshia.Lynch@fortworthtexas.gov) Form filling Date: 2026-05-13 - 7:04:55 PM GMT - Time Source: server- IP address: 204.10.90.100 - Signature Appearance Selected: TYPE Document emailed to Chad Allen (Chad.Allen@fortworthtexas.gov) for filling 2026-05-13 - 7:04:58 PM GMT 6 Form filled by Chad Allen (Chad.Allen@fortworthtexas.gov) Form filling Date: 2026-05-29 - 4:03:34 PM GMT - Time Source: server- IP address: 204.10.90.100 - Signature Appearance Selected: TYPE 'v Document emailed to Seth Cooksey (seth.cooksey@fortworthtexas.gov) for signature 2026-05-29 - 4:03:37 PM GMT f) Email viewed by Seth Cooksey(seth.cooksey@fortworthtexas.gov) 2026-05-29 - 5:07:57 PM GMT- IP address: 68.64.252.104 FORTWORTHg I PoweredEy Adobe Acrobat Sign ca Document e-signed by Seth Cooksey (seth.cooksey@fortworthtexas.gov) Signature Date: 2026-05-29 - 5:10:11 PM GMT - Time Source: server- IP address: 68.64.252.104 - Signature Appearance Selected: IMAGE Document emailed to Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) for filling 2026-05-29 - 5:10:15 PM GMT F. `-1 Email viewed by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) 2026-05-29 - 7:35:18 PM GMT- IP address: 104.47.65.254 Form filled by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) Form filling Date: 2026-05-29 - 7:35:34 PM GMT - Time Source: server- IP address: 204.10.90.100 - Signature Appearance Selected: TYPE Document emailed to Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) for filling 2026-05-29 - 7:35:38 PM GMT -,� Form filled by Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) Form filling Date: 2026-05-29 - 9:55:45 PM GMT - Time Source: server- IP address: 204.10.90.100 - Signature Appearance Selected: TYPE r-u Document signing automatically delegated to Martin Phillips (martin.phillips@fortworthtexas.gov) by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) 2026-05-29 - 9:55:51 PM GMT Document emailed to Martin Phillips (martin.phillips@fortworthtexas.gov) for signature 2026-05-29 - 9:55:51 PM GMT a Document emailed to Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) for signature 2026-05-29 - 9:55:52 PM GMT Email viewed by Martin Phillips (martin.phillips@fortworthtexas.gov) 2026-05-29 - 10:12:30 PM GMT- IP address: 47.38.169.200 Document e-signed by Lauren Prieur (Lauren. 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P""dby Adobe Acrobat Sign 2026-06-02 - 4:05:49 PM GMT- IP address: 208.184.124,181 FORTWORTHg I Powered y Adobe Acrobat Sign FORT WORTH Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Trinity Blvd at Euless South Main St Intersection Improvements Professional Services Agreement Amendment #2 M&C 22-0846 CPN 103311 CSO # 58686 DOC# 1 DATE: 4-21-2026 TO: 1. Lakeshia Lynch - review INITIALS 1"- DATE OUT 05/13/2026 2. Chad Allen - review C� CA 05/29/2026 3. Seth Cooksey - review —1-r 05/29/2026 4. Lissette Acevedo - review rxv 05/29/2026 4. Patricia Wadsack - review P(.W 05/29/2026 5. Lauren Prieur - review xxp• Lauren Prieur 05/31 /2026 _ 6. Doug Black - signature _ Dou las Black 06/03/2026 7. Jesica McEachern - signature CA 06/08/2026 8. Jannette Goodall - signature 1,,neft.�Goodall 06/08/2026 g. Mark Burckhard - signature DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, Jay will review and take the next steps. NEEDS TO BE NOTARIZED: ❑ Yes ❑ No RUSH: ❑ Yes ❑ No SAME DAY: ❑ Yes ❑ No NEXT DAY: ❑ Yes ❑ No ROUTING TO CSO: ❑ Yes ❑ No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: Please calITPW Contracts at ext. 7233 for pick up when completed. Thank you. FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Kasper/Graham Associates, Inc. Subject of the Agreement: Amendment No. 2 to CSC No. 58686, an Engineering Agreement for the Trinity Boulevard and South Euless Main Street Intersection Improvements Project M&C Approved by the Council? * Yes ❑ No 8 If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes N No ❑ If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes N No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No 8 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: Ifapplicable. 103311 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ® No ❑ Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department. Amendment Puroose Statement: The purpose of this engineering amendment is to provide for additional design services to account for scope changes due to changes in the intersection alignment at the 90% construction plan process due to comments from the traffic department. Changes also due to right of way negotiations with the Northeast property owner and changes to the median to accommodate current standards with the street light foundations. The City of Fort Worth Traffic Department has made changes to the alignment of the intersection moving the whole intersection farther west to allow for larger truck turning radii on the east side of the intersection. This shift has created plan changes to all the construction plans along South Euless Main Street. The City of Fort Worth Traffic Department has removed the driveway at the Northeast corner of Trinity Boulevard and Euless South Main Street due to safety concerns with the drive being too close to the existing intersection. During right of way negotiations the property owner would like a new driveway placed closer to their Southeast corner of the parcel along Trinity Boulevard. The city traffic department is good with the placement of this new driveway. The engineer is asking for additional SUE work for utilities in this location and monies for new right of way legals and engineering plans for this driveway. The City of Fort Worth Traffic/Lighting has asked to widen the median on Trinity Boulevard to allow for a minimum of 6 feet face to face to accommodate the new street light foundations. The engineer is asking for additional money to redesign the lighting plan and widen the median on Trinity Boulevard. The traffic department has asked for new lighting along Euless South Main Street the length of the project limits for safety.