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HomeMy WebLinkAbout057712-A5 - Construction-Related - Contract - Plummer Associates, Inc.OFFICIAL RECORD CSC No. 57712-A5 CITY SECRETARY AMENDMENT No . 5 FT. WORTH, TX TO CITY SECRETARY CONTRACT No. 57712 WHEREAS, the City of Fort Worth (CITY) and Plummer Associates, Inc., (ENGINEER) made and entered into City Secretary Contract No. 57712, (the CONTRACT) which was authorized by M&C 22-0412 on the 14th day of June, 2022 in the amount of $1,761,590.00; and WHEREAS, the CONTRACT was subsequently revised by: Amendment No. 1 in the amount of $99,851.00 which was administratively authorized on February 7, 2024, Amendment No. 2 in the amount of $2,159,580.00 which was authorized by M&C 24-0421 on May 14, 2024, Amendment No. 3 in the amount of $77,162.00 which was administratively authorized on September 6, 2025, Amendment No.4 $209,995.00 which was authorized by M&C 26-0223 on March 31, 2026; and WHEREAS, the CONTRACT involves engineering services for the following project: Mary's Creek Lift Station Site and Force Main Alignment, CPN 103648; and WHEREAS, it has become necessary to execute Amendment No. 5 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 $54,058.00. 2. 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 $4,362,236.00. 3. All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect. City of Fort Worth, Texas 11ary's Creek LS Site L H-1 Alignment Prof Services Agreement Amendment Template 10364E Revision Date: June 13, 2025 Page 1 of 2 EXECUTED and EFFECTIVE as designated Assistant City Manager. APPROVED: City of Fort Worth Jesica McEachern Assistant City Manager DATE: 08/27/2026 anp 4FOR> IlIl ATTEST: 00%,,o oa Dyad p>g �.9Pd dl.g o.1d Ov= oSp �i �Qo /IC�C/LQi2G1L� QIl°nnnEzobba Jannette Goodall City Secretary APPROVAL RECOMMENDED: Christopher Hard, ("Q 19, 2026 07:47:36 CDT) Chris Harder, P.E. Director, Water Department Contract Compliance Manager: of the date subscribed by the City's ENGINEER Plummer Associates, Inc. George Farah P.E. Principal DATE: 08/07/2026 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. Suzanne Abbe, P.E. Project Manager APPROVED AS TO FORM AND LEGALITY: M&C No.#: N/A 49&e- M&C Date: N/A Douglas Black (Aug 19, 2026 14:09:57 CDT) Douglas W. Black Sr. Assistant City Attorney City of Fort Worth, Texas Prof Services Agreement Amendment Template Revision Date: June 13, 2025 Page 2 of 2 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Hary's Creek LS Site 6 FN Alignment 10364G `-''x w -� PLUMMER 7/28/2026 Mrs. Suzanne Abbe, P.E. City of Fort Worth Water Department — Engineering Services Division 200 Texas Street Fort Worth, TX 76102 Re: Mary's Creek Force Main Detail Design City Project No. 103648 Contract Amendment No. 5 Plummer Project No. 0318-052-01 Dear Mrs, Abbe: This Contract Amendment No. 5 provides additional services related to Mary's Creek Force Main Design. The scope is described below and attached. This Amendment is necessary to allow Plummer Associates, Inc (Plummer) to provide detailed design changes, The fee for this Contract Amendment would be $54,058. The amendment is necessary for the redesign of the sanitary sewer force main currently designed on private property, to be on Winscott Road. The proposed alignment will be parallel to several utilities in the roadway and the design will require additional topographic survey and subsurface utility engineering investigation. A summary of this Amendment is as follows: 1) Conceptual, preliminary and final design services. 2) Survey and Subsurface utility services. 3) Permitting services. This amendment compensation summary is as follows: Description Amount No. 5 — Design & Permitting on Winscott Road $54,058.00 Total (Lump Sum) $54,058.00 1320 S University Drive, Suite 300 Fort Worth, TX 76107 Phone 817.806.1700 Plummer.com TBPE Firm No. 13 htips://us-partner-integrations.egnyte.com/msof f ice/wopl/files/b0a397ef-lbec-484f-a68b- 0796c8c09bb9/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyte.com/Abbe Ltrhd_Amendment_S.dolx.odt.docx Page 1 of 2 Abbe 07/28/2026 The following table identifies the original contract and amendments. Amount Total Contract Amount Original Contract $1,761,590 $1,761,590 Amendment No. 1 $99,851 $1,861,441 Amendment No. 2 $2,159,580 $4,021,021 Amendment No. 3 $77,162 $4,098,183 Amendment No. 4 $209,995 $4,308,178 Amendment No. 5 $54,058 $4,362,236 If you have any questions concerning the Amendment, please let me know. Sincerely yours, Odolt� -W4 George Farah, P.E., TX 97448 PLUMMER GF/tm Attachment cc: Ellen McDonald, P.E., Principal in Charge, Plummer Associates, Inc. Clete Martin, P.E., Principal, Plummer Associates, Inc. 1320 S University Drive, Suite 300 Fort Worth, TX 76107 Phone 817.806.1700 Plummer.com TBPE Firm No. 13 https:Hus-partner-integrations.egnyte.com/msoff ice/wopi/files/bOa397ef -1 bec-484f-a68b- 0796c8c09bb9/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_14S.plummer.egnyte.com/Abbe Ltrhd_Amendment_S.dotx.odt.docx Page 2 of 2 ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.: 103648 AMENDMENTNS 0710912026 ATTACHMENT A Scope for Engineering Desiqn Related Services for Sanitary Sewer Improvements DESIGN SERVICES FOR MARY'S CREEK DETAIL DESIGN FORCE MAIN CITY PROJECT NO.:103648 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. The purpose of this scope for Contract Amendment # 5 is to provide new scope related to the five items below. SUMMARY 1. This amendment covers design for the sanitary sewer force main in Winscott Road to avoid condemnation on private property. The design will be by open cut of construction method. 2. This amendment includes topographic survey of the approximately 380 feet of redesign. 3. The amendment includes collecting six (6) Level A Subsurface utility engineering. 4. One site visit and one field meeting are included in this amendment. 5. The amendment includes the permitting of the re -design. WORK TO BE PERFORMED Task 1. Design Management Task 2. Conceptual Design Task 3. Preliminary Design Task 4. Final Design Task 5. Bid Phase Services (Not Included) Task 6. Construction Phase Services (Not Included) Task 7. ROW/Easement Services Task 8. Survey and Subsurface Utility Engineering Services Task 9. Plan Submittal Checklists (Not Included) Task 10. Environmental Permitting Services and Other Permits TASK 1. DESIGN MANAGEMENT. ENGINEER shall ensure efficient and effective use of ENGINEER's and CITY's time and resources. ENGINEER shall manage change, City of Fort Worth, Texas Attachment A PMO Release Date: 07.23,2012 Page 1 of 11 https://us-partner-Integrations.egnyle.cam/msofficeAvopiKles/9i37c92e-476a-48de-9222- 5375527bld33/WOPIServiceld TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyte,com/Attachment A - Amendment 5.docxAllachment A - Amendment 6 ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103648 AMENDMENT95 0710126 ■ 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 is practiced in performance of the work • Communicate internally among team members • Task and allocate team resources 1.2. Communications and Reporting • 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. ASSUMPTIONS • Two meetings/Site Visits with city staff. • Work will take 3 months. DELIVERABLES A. Meeting summaries with action items. TASK 2. CONCEPTUAL DESIGN (30 PERCENT). The Conceptual Design will consist of the plan view alignment with confirmation by the CITY Project Manager. 2.1. Data Collection City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 2 of 11 Mips://us-pariner-integrallons. egnyte.com/msofficehvoplfliles/9137c92e-476a-48de-9222- 5375527b1d33/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyle.com/Atlachment A - Amendment 5.docx ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103648 AMENDMENT#5 07M0126 • The ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including but not limited to; utilities, agencies (TxDOT), City Master Plans, and property ownership as available from the Tax Assessor's office. • The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary. • The ENGINEER shall visit the project site and photo document existing surface conditions. 2.2. The Conceptual Design Package shall include the following: • Proposed phasing of any water and sanitary sewer work that is included in this project documented in both the project schedule and narrative form. • Documentation of key design decisions. • Estimates of the total estimated force main to be redesign is 380 LF. ASSUMPTIONS • 0 Geotechnical borings are expected for this project. • _1_ copies of the conceptual design package (30% design) will be delivered. Report shall be letter sized and comb- bound with a clear plastic cover. Drawings will be 11 x1 7 size fold outs bound in the report • PDF files created from design CAD drawings will be uploaded to the designated project folder in Trimble • ENGINEER shall prepare the meeting minutes of the Concept Review meeting and revise the report, if needed. • ENGINEER shall not proceed with Preliminary Design activities without obtaining written approval by the CITY of the Conceptual Design Package. DELIVERABLES A. Conceptual Design Plans TASK 3. PRELIMINARY DESIGN (60 PERCENT). Preliminary plans and specifications shall be submitted to CITY per the approved Project Schedule. ENGINEER will develop the preliminary design of the infrastructure as follows. 3.1. Development of Preliminary Design Drawings and Specifications shall include the following: City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 3 of 11 https: //us-parin er-i ntegration s. e g nyte.co m/m sof icetwo pi/f ile s/9137c92e-476a-48d a-9222- 5375527bld33/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyle.com/Attachment A- Amendment 5.docx ATTACHMENT DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.: 103648 AMENDMENTI15 07f10126 • Cover Sheet (Same as Force Main Part 2 Plans) • Project control points will be placed on the design sheets. • Overall protect water and/or sanitary sewer layout sheet. The water layout sheet shall identify the proposed water main improvement/ existing water mains in the vicinity on combined sheet and all water appurtenances along with pressure plane boundaries, water tanks, pump stations, valves, and fire hydrants. The sewer layout sheet shall identify the proposed sewer main improvement/existing sewer mains and all sewer appurtenances in the vicinity. • Abandonment will be identified on plan and profile sheet. • Coordinates on all P.C.'s, P.T.'s, P.I.'s, manholes, valves, mainline fittings, etc., in the same coordinate system as the Control Points. • Bench marks per 1,000 ft of plan/profile sheet — two or more. • Bearings given on all proposed centerlines, or baselines. • Plan and profile sheets which show the following: proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes, existing meter numbers and sizes that are to be replaced, existing sample locations, existing fire line locations, existing utilities and utility easements, and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. • The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. • No existing sanitary sewer will be relocated as a part of this scope. • The ENGINEER will prepare special detail sheets for water line installation that are not already included in the CITY's specifications or standard details. 3.2. Constructability Review • Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule and attend a project site visit with the CITY Project Manager and Construction personnel to walk the project. The ENGINEER shall summarize the CITY's comments from the field visit and submit this information to the CITY in writing. City of Fort Worth, Texas Attachment A PMO Release Dale: 06.1.2014 Page 4 of 11 ht Ips: //u s-partner-inte gra li ons.egny le, co m/ms off ice/wopiNiles/9137c92e-476 a-48d a-9222- 5375527bid33/WOPIServiceld_TP_EGNYTE_PLUSANOPIUserld_145.plummer.egnyle.com/Attachment A - Amendment 5.docx ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103648 AMENDMENT 115 07/10126 3.3. Utility Clearance • The ENGINEER will consult with the CITY's Transportation and Public Works Department, Water Department, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities (current and future) that have an impact or influence on the project. ENGINEER will design CITY facilities to avoid or minimize conflicts with existing utilities. • The ENGINEER shall upload individual PDF files for each plan sheet of the approved preliminary plan set to the designated project folder in Trimble for forwarding to all utility companies which have facilities within the limits of the project. The PDF files should be created directly from the CAD files. 3.5. Traffic Control Plan • Provide traffic control plan standard details. The typical need not be sealed individually, if included in the sealed contract documents. • Specific design of Traffic Control plan will be delegated to the Construction Contractor. ASSUMPTIONS • _0_ public meeting(s) will be conducted or attended during the preliminary design phase. • _0_ borings at an average bore depth of N/A feet each will be provided. • Traffic Control "Typical" will be utilized to the extent possible. It is assumed an additional _0_project specific traffic control sheets will be developed. • _1_ sets of 11 x17 size plans will be delivered for the Constructability Review of revised sheets. • _1_ sets of 11x17 size plans will be delivered for the Preliminary Design (60% design of revised sheets). • _0_ sets of specifications will be delivered for the Preliminary Design (60% design). • PDF files created from design CAD drawings will be uploaded to the designated project folder in Trimble. • The CITY's front end and technical specifications will be used. The ENGINEER shall supplement the technical specifications if needed. • _0_ sets of 11x17 size drawings will be delivered for Utility Clearance. • ENGINEER shall not proceed with Final Design activities without written approval by the CITY of the Preliminary Design plans. City of Fort Worth. Texas Attachment A PMO Release Dale: 08.1.2014 Page 5 of 11 hllps://us-partner-integrations.egnyle.com/msofficeAvopitf iles/9137c92e-476a-48de-9222- 5375527b1d33ANOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyle.com/Attachment A- Amendment 5.docx ATTACHMENT DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103648 AMENDMENTN5 07110126 DELIVERABLES • Preliminary Design drawings of revised sheets. (Specifications are not included) • Utility Clearance drawings (Not included) • Traffic Control Plan (No Change from Original Scope) • Storm Water Pollution Prevention Plan (No Change from Original Scope) • Estimates of probable construction cost. (Not included) • Data Base listing names and addresses of residents and businesses affected by the project. (Not included) TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100 PERCENT). No Change from Original Contract. Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows: • For projects that disturb an area greater than one (1) acre, the Contractor will be responsible for preparing and submitting the Storm Water Pollution Prevention Plan (SWPPP) with appropriate regulatory agencies. The Engineer will prepare the iSWM Construction Plan according to the current CITY iSWM Criteria Manual for Site Development and Construction which will be incorporated into the SWPPP by the contractor. • Draft Final plans (90%) and specifications shall be submitted to CITY per the approved Project Schedule. • Following a 90% construction plan review meeting with the CITY, the ENGINEER shall submit Construction Documents (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. • The ENGINEER shall submit a final design estimate of probable construction cost with both the 90% and 100% design packages. This estimate shall use ONLY standard CITY bid items. ASSUMPTIONS (this will only include new water sheets and water specs) • _1_ sets of update design sheets on 11 x17 size drawings and _1_ specifications pdf related to the waterline will be delivered for the 90% Design package. • A PDF file for the 90% Design will be created from design CAD drawings and will be uploaded to the project folder in Trimble. • 1 sets of 11 x17 size drawings and _1_ specifications will be delivered for the 100% Design package. (No Change from Original Scope and included in the Force main Part 2 final design package) City of Fort Worth, Texas Attachment A PMO Release Date: 08A.2014 Page 6 of 11 htips://us-partner-Integrations, egnyle.com/msoffice/wopWiles/9137c92e-476a-48de-9222- 5375527b1d33/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyte.com/Attachment A - Amendment 5.docx ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103648 AMENDMENTN5 07/10126 • A PDF file for the 100% Design will be created from design CAD drawings and will be uploaded to the project folder in Trimble. DELIVERABLES A. 90% construction plan sheets and water specifications. B. 100% construction plans and specifications. (No Change from Original Scope and included in the Force main Part 2 final design package) C. Detailed estimates of probable construction costs including summaries of bid items and quantities using the CITY's standard bid items and format. TASK 5. BID PHASE SERVICES. (Not Included) TASK 6: CONSTRUCTION PHASE SERVICES (Not Included) 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, easements 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 submit the right-of-way and/or easement documents to CITY PROJECT MANAGER for real property acquisition • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Trimble site. 7.3. Temporary Right of Entry Preparation and Submittal • Prior to construction, the ENGINEER shall prepare and submit Temporary Right of Entry documents for landowners to CITY PROJECT MANAGER for real property acquisition, if needed. It is assumed that letters will only be required for land owners adjacent to temporary construction easements or who are directly affected by the project and no easement is required to enter their property. City of Fort Worth, Texas Attachment A PMO Release Dale: 06.1,2014 Page 7 of 11 htips://us-partner-integrations. egnyte.com/msofficehvopiKiles/9137c92e-476a-48de-9222- 5375527bld331WOPIServiceld_TP EGNYTE_PLUSANOPIUserid_145.plummer.egnyte.com/Attachment A - Amendment 5.docx ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103646 AMENDMENTg5 07110126 • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Trimble site. ASSUMPTIONS • _0_ Easements or right-of-way documents may be necessary. 0 Temporary right -of -entry documents will be necessary. • Right -of -Way research and mapping 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, right-of-way takings, easement vacations and abandonments, right-of-way vacations, and street closures. DELIVERABLES A. Easement exhibits and meets and bounds provided on CITY forms. TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES. 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 slopes 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. City of Fort Worth, Texas Attachment A PMO Release Date: 08A.2014 Page 8 of 11 https:l/us-partner-I nteg ration s. egnyte. com/m soficeAvopitf ile s/9137c92e-476 a-4 8de-9222- 5375527b1d33/WOPIServiceld_TP_EGNYTE_PLUSIWOPIUserld_145.plummer.egnyte.com/Attachment A - Amendment 5.docx ATTACHMENT A DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.:103648 AMENDMENT 115 07110126 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. — Bearings given on all proposed centerlines, or baselines. — Station equations relating utilities to paving, when appropriate. 8.2. Temporary Right of Entry Preparation and Submittal • Prior to entering property, the ENGINEER shall prepare and submit Temporary Right of Entry for landowners to CITY PROJECT MANAGER. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Trimble site. 8.3. Perform Subsurface Utility Excavation (SUE) SUE will be performed in accordance with the American Society of Civil Engineers (ASCE) publication Cl/ASCE 38-02. The quality level set for this project is Quality Level A: a. Precise horizontal and vertical location of utilities obtained by the actual exposure and subsequent measurement of subsurface utilities. b. Provide utility mapping as specified below for up to 6 test holes on various utilities along the project alignment. c. Develop a utility conflict analysis. From the analysis, it can be determined where the test holes are required. The final deliverable will include test hole data forms signed and sealed by a licensed Texas professional engineer. The CITY will approve test hole locations. The test data forms will include depth of utility, surface elevation, top of utility elevation, pipe material, pavement thickness, coordinates of the test hole, size and type of utility, owner, bench marks, time, date, and pictures of the utility. d. Upon completion of each test hole, two pictures will be taken, one of the utility and one of the test hole board showing the depth. Each test hole will be marked with a 5/8-inch rebar with cap or a chiseled "x" if the test hole is under pavement. City of Fort Worth, Texas Attachment A PMO Release Dale: 08.1.2014 Page 9 of 11 https:Hus-partner-integrallons. egnyte.com/msoffice/wopilfiles/9137c92e-476a-48de-9222- 5375527bid33/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.piummer.egnyte.com/Attachment A - Amendment 5.docx ATTACHMENT DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.: 103648 AMENDMENT#5 07110126 e. The locating work will be performed on a per test hole basis. The rate includes CAD, project management, and all field work and equipment necessary to produce test hole data forms. ASSUMPTIONS • Topographic survey along Winscott Road no more than 380 ft. • Six (6) Level A SUE will be provided. DELIVERABLES A. Copies of field survey data and notes signed and sealed by a licensed surveyor, B. Drawing of the project layout with dimensions and coordinate list. TASK 10. ENVIRONMENTAL PERMITTING SERVICES AND OTHER PERMITS. 10.1 Benbrook Water Authority Permitting — One (1) Permitting for the relocation of the Force main crossing and adjacent to BWA Utilities. 10.2 City of Benbrook Permitting — One (1) Permitting for the relocation of the Force main in the Right of Way of the City of Benbrook Winscott Road, Including Flood plain permitting and storm sewer crossing permit. 10.3 Gas Utility Permitting — One (1) Permitting for the Crossing of one gas pipeline along Winscott Road. This will be coordinated through the City's Utility Clearance Process. 10.4 Fiberoptic Utility Permitting — One (1) Permitting for the crossing of one fiberoptic line along Winscott Road. This will be coordinated through the City's Utility Clearance Process. 10.5 Environmental Permitting (No Included) Review of impacts to tree mitigation plan (if any). 10.6 Archeological Permitting (Not Included) City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 10 of 11 https: Hu s-partner-i me g ratio ns. eg ny le, com/msof iretwopiftiles/9137c92e-476 a-4 8de-9222- 5375527bid33MOPIServiceld_TP_EGNYTE PLUSAA/OPIUserld_145.plummer.egnyle.com/AttachmenlA- Amendment5.docx ATTACHMENT DESIGN SERVICES FOR MARY'S CREEK FORCE MAIN CITY PROJECT NO.: 103648 AMENDMENT115 07110126 ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES Additional Services not included in the existing Scope of Services — CITY and ENGINEER agree that the following services are beyond the Scope of Services described in the tasks above. However, ENGINEER can provide these services, if needed, upon the CITY's written request. Any additional amounts paid to the ENGINEER as a result of any material change to the Scope of the Project shall be agreed upon in writing by both parties before the services are performed. These additional services include the following: • Negotiation of easements or property acquisition. • Services related to development of the CITY's project financing and/or budget. • Services related to disputes over pre -qualification, bid protests, bid rejection and re -bidding of the contract for construction. • Construction management and inspection services. • Periodic site visits during construction phase. • Performance of materials testing or specialty testing services. • Services necessary due to the default of the Contractor. • Services related to damages caused by fire, flood, earthquake or other acts of God. • Services related to warranty claims, enforcement and inspection after final completion. • Services related to Survey Construction Staking. • Services to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. • Construction Shop drawing review, samples and other submittals submitted by the contractor. • Performance of miscellaneous and supplemental services related to the project as requested by the CITY. City of Fort Worth, Texas Attachment A PMO Release Dale: 08.1.2014 Page 11 of 11 h ltps: //u s-partner-I n to g ratio n s. eg ny te. com/msoff icelwa pi/f i le s/9137c92e-476 a-48d a-9222- 5375527bi d33/WOPIServiceld_TP_EGNYTE_PLUS/WOPIUserld_145.plummer.egnyle.com/Attachment A - Amendment S.docx n 0 s 3 m C a V 0 v: FoRTWORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: PLUMMER ASSOCIATES, INC. Subject of the Agreement: MARY'S CREEK LIFT STATION SITE AND FORCE MAIN ALIGNMENT M&C Approved by the Council? Yes ❑ No B If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes B No ❑ 57712-A5 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? `Yes 8 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? "Yes ❑ No A If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: N/A If different from the approval date. Expiration Date N/A If applicable. Is a 1295 Form required? Yes ❑ No *Ifso, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 103648 `Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes N 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.