HomeMy WebLinkAboutContract 56603-A2CSC No. 56603-A2
AMENDMENT No . 2
TO CITY SECRETARY CONTRACT No. 56603
WHEREAS, the City of Fort Worth (CITY) and Freese and Nichols, Inc.,
(ENGINEER) made and entered into City Secretary Contract No. 56603, (the
CONTRACT) which was authorized M&C 21-0770 on the 28th day of September,
2021, in the amount of $1,291,465.00; and
WHEREAS, the CONTRACT was subsequently revised by: Amendment No.l in
the amount of $40,193.00 administratively authorized on May 9, 2022; and
WHEREAS, the CONTRACT involves engineering services for the following
project:
West Fork Collector Parallel, Phase I - Trinity River Siphon to
Walker Branch Connection, CPN 102652; 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 $613,052.00 (Sewer).
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 $1,944,710.00.
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.
City of Fort Worth, Texas OFFICIAL RECORDWest Fork Collector Parallel Ph. I
Prof Services Agreement Amendment Template CITY SECRETARY CPN 103291
Revision Date: 12/08/2023
Page 1 of 2 FT. WORTH, TX
APPROVED:
City of Fort Worth
Fernando Costa
Assistant City Manager
DATE: J u n 24, 2024
and
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ATTEST:
O
Cain nEX 454go
Jannette Goodall
City Secretary
APPROVAL RECOMMENDED:
C&6� r)&r
Christopher Hader (Jun 24, 2024 06:49 CDT`
Christopher Harder, P. E.
Director, Water Department
Contract Compliance Manager:
ENGINEER
Freese and Nichols, Inc.
Nicholas Lester, P.E.
Vice President
DATE: 06/18/2024
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.
Ap it Eslamilla, P.E.
Project Manager
M&C No.#:
APPROVED AS TO FORM AND LEGALITY:
496e_ M&C Date:
Douglas Black (Jun 24, 202415:32 CDT)
Douglas W. Black Form 1295:
Sr. Assistant City Attorney
City of Fort Worth, Texas
Prof Services Agreement Amendment Template
Revision Date: 12/08/2023
Page 2 of 2
24-0518
June 11, 2024
2024-1143028
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
West Fork Collector Parallel Ph. I
CPN 103291
801 Cherry Street, Suite 2800 + Fort Worth, Texas 76102 + 817-735-7300 + FAX 817-735-7491 www.freese.com
December 13, 2023
Ms. Pratima Poudyal, P.E.
Project Manager
City of Fort Worth Water Department
311 West 10th Street
Fort Worth, TX 76102
Re: Amendment No.2 for the West Fork Collector Parallel, Phase I
(City Project No. 103291)
Geomorph Areas 4 and 5 at VCWRF
Dear Ms. Poudyal:
Freese and Nichols, Inc. (FNI) is pleased to provide this amendment for the Engineering Design Services
for the West Fork Collector Parallel, Phase I project (City Project Number 103291). This amendment
includes the following scope:
Preparation of construction plans for the protection of a bank, which is adjacent to the
Village Creek Water Reclamation Facility (VCWRF) levee on the West Fork Trinity River
(WFTR). Two separate areas of bank erosion will be protected and are defined as: Area 4
— Levee bank protection and Area 5 — Outfall bank protection. Improvements include toe
protection and bank reconstruction.
FNI records show that this proposal would serve as Contract Amendment No.2. A summary of the
additional costs is shown below:
Part 1- Geomorph Areas 4 and 5:
Item
Fee
Project Management
$ 5,664
Data Collection/Site Visit
$ 19,891
Preliminary Design (60%)
$ 144,240
Final Design (90%)
$ 119,485
Construction Documents (100%)
$ 41,081
Drainage Analysis
$ 67,146
Geotechnical Investigation
$ 75,629
Environmental Services
$ 55,175
Bid Phase Services
$ 13,516
Survey Services
$ 52,725
Outfall Structure Inspection
$ 18,500
Total
$ 613,052
L:\Client\OLCR\F\Fort Worth\FTW21752\Amendment No.2
FREESE
CPN 103291 Amendment No.2T'ICYOLS-
December 13, 2023
Page 2 of 2
Original Contract Amount $ 1,291,465
Amendment No.1 $ 40,193
Amendment No.2 $ 613,052
Contract Amount to Date $ 1,944,710
Freese and Nichols, Inc. appreciate this opportunity, and we would like to meet with you to discuss these
additional services at your convenience.
Sincerely, AOL
pa't V
Robert Otey, P.E.
Vice President/ Principal
Attachments
Attachment A — Scope
Level of Effort Spreadsheet
L:\Client\OLCR\F\Fort Worth\FTW21752\Amendment No.2
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK COLLECTOR PARALLEL, PHASE I
ATTACHMENT A
Scope for Engineerinq Design Related Services for
Water and/or Sanitary Sewer Improvements
DESIGN SERVICES FOR
WEST FORK COLLECTOR PARALLEL, PHASE I
AMENDMENT NO.2
CITY PROJECT NO.: 103291
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. Task Nos. 1-10 previously defined under
the original contract and Amendment No.1 The purpose of this amendment is to amend the
original contract by including additional effort for:
Plan development of Area 4 (Brank Protection) and Area 5 (Outfall Protection), adjacent to
the Village Creek Water Reclamation Facility (VCWRF) as outlined in the WFTR Geomorphic
Assessment, dated October 2022 performed by FNI (refer to Exhibits 1-3).
WORK TO BE PERFORMED
TASK 11. AREA 4 BANK PROTECTION AND AREA 5 OUTFALL PROTECTION
PLAN DEVELOPMENT.
The purpose of the amendment is to address substantial erosion along right bank (looking
downstream) that threaten the Fort Worth Biosolids facility levee and the VCWRF outfall
structure. Under current conditions erosion could cause failure of the levee and outfall
structure leaving the facility susceptible to flooding or without the opportunity to discharge
into the WFTR shutting down the facility. This scope includes development of the
recommendation proposed in the WFTR Geomorphic Assessment, dated October 2022 (see
attached Exhibits 1-3).
The following scope is in addition to the original geomorphic assessment and is included for
the plan development for Area 4 and Area 5:
11.1. Project Management
• Manage the project including coordination with third parties, up to 8 internal
design meetings with design team, 6 meetings with the CITY, and one site visit.
Internal and external kick-off meetings included in totals. Meetings shall be in -
person or via teleconference.
Maintain project schedule and update as needed based on project progress.
• Up to 14 monthly communication and reporting of status of project to CITY.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
• Manage budget and schedule to assist in maintaining CITY directed budgetary
and scheduling requirements.
• Prepare overall project quality assurance and quality control plan.
• Provide initial effort to set up project including task assignments, billing setup,
and preparing baseline design schedule.
11.2. Data Collection / Site Visit
Data Collection - FNI to review site information and coordinate with the City to obtain the
most current and appropriate data for the site as needed. FNI to review all available existing
data provided including:
• Current regulatory hydrologic and hydraulic models.
• Any available utility as -built data.
• Any available storm drain data (record drawings) and models.
• Previous studies, GIS data.
Site Visit - FNI project team will perform a site visit to familiarize the design team with the
site, observe and measure the existing conditions of the stream and infrastructure. Site visit
will also be used to verify topographic and SUE survey.
11.3. 60% CONSTRUCTION DRAWINGS
Creation of design solutions will be based on the conceptual alternatives outlined in the
WFTR Geomorphic Assessment, dated October 2022. The 60% Construction Drawings and
Specifications shall be submitted to the CITY per the approved Project Schedule. ENGINEER
will develop the 60% design for protection of the infrastructure and shall produce drawings
to show and describe the bank stabilization design for construction for submittal to the CITY.
It is assumed Area 4 and Area 5 will be combined into one plan set and a single submittal.
Separation of the plan sets into two packages is not included in this scope and is considered
additional services. The expected sheets developed are as follows:
Construction Drawings shall include:
• Cover Sheet
• General Notes
• Horizontal Control
• Erosion Control
• Overall Project Layout
• Hydraulic Calculations
• Grading Plan
• Stream Plan and Profiles with Rough Grading
• Flume Plan and Profiles with Rough Grading
• Bank Protection Details
• Flume Details
• Project Cross Sections
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 2 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
• Planting Plan
• Planting Details
• Geotechnical Details
• General Details (as needed)
60% OPCC - ENGINEER shall produce an Opinion of Probable Construction Cost for
the 60% channel improvements.
60% Construction Drawings and OPCC QA/QC - ENGINEER shall perform a quality
control, quality assurance, and constructability review of the construction drawings,
specifications, and OPCC before submittal to the CITY. Engineer shall coordinate
with franchise utility owners to identify any conflicts between the project
improvements and existing utilities. Design of any franchise utility conflicts not
included in this scope.
Engineer shall meet with the CITY after City review to discuss comments CITY may
have as a result of internal review.
11.4. 90% CONSTRUCTION DRAWINGS AND SPECIFICATIONS
The 90% Construction Drawings and Specifications shall be submitted to the CITY per the
approved Project Schedule. ENGINEER will develop the 90% design of the infrastructure
and shall produce drawings to show and describe the bank stabilization design for
construction for submittal to CITY as follows:
90% Construction Drawings shall include further development of construction plans
including the sheets identified in the 60% design submittal.
90% Specifications - ENGINEER will produce specifications necessary to build the
infrastructure shown in the construction drawings.
90% OPCC - ENGINEER shall produce an Opinion of Probable Construction Cost for
the 90% concept drawings.
90% Construction Drawings and OPCC QA/QC - ENGINEER shall perform a quality
control, quality assurance, and constructability review of the construction drawings,
specifications, and OPCC before submittal to the CITY.
Engineer shall meet with the CITY after City review to discuss comments CITY may
have as a result of internal review.
11.5. 100% CONSTRUCTION DRAWINGS
The 100% Construction Drawings and Specifications shall be submitted to the CITY per the
approved Project Schedule. ENGINEER will develop the 100% design of the infrastructure
and shall produce drawings to show and describe the bank stabilization design for
construction for submittal to CITY as follows:
100% Construction Drawings shall include further development of construction plans
including the sheets identified in the 90% design submittal.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 3 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE•1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
100% Specifications - ENGINEER will produce specifications necessary to build the
infrastructure shown in the construction drawings.
100% OPCC - ENGINEER shall produce an Opinion of Probable Construction Cost
for the 100% construction drawings.
100% Construction Drawings and OPCC QA/QC - ENGINEER shall perform a quality
control, quality assurance, and constructability review of the construction drawings,
specifications, and OPCC before submittal to the CITY.
Engineer shall meet with the CITY after City review to discuss comments CITY may
have as a result of internal review.
Engineer shall provide CITY with electronic files for bidding purposes, including hard
copies for City -internal purposes.
11.6. FLOODPLAIN PERMIT
FNI will complete site -specific hydraulic modeling for the design. Modeling will be performed
using the most recent HEC-RAS model of the WFTR provided by the City which will be used
as an Effective Model. Discharge values within the hydraulic model will be used for the
analysis. One floodplain permit and report will be created which includes Area 4 and Area 5.
Water surface profiles will be determined for storm events present in the current hydrologic
model. Comparison will be based on 100-year storm event for the corrective effective and
proposed condition.
• FNI will create post -project conditions models. Roughness values for post -project
models will be appropriate for the anticipated channel lining material per the design.
• Adequate field survey and cross sections will be added to analyze the existing and
proposed project conditions.
• FNI will provide a table summarizing the pre -project (corrective effective) and post -
project 100-year water surface elevations and velocities for each cross section and
the difference in each.
• FNI will develop maps that show the extent of the 100-year flood plain for comparison
to existing conditions.
• Submit a Floodplain Development Permit application as part of the final submittal.
• Results within study reach will be documented in the Drainage Analysis Technical
Memorandum.
• FNI will evaluate the CDC permitting for the site.
ASSUMPTIONS
• Bank stabilization improvement will result in a no -rise condition.
• The City will provide the most recent HEC-RAS model that should be used in the
analysis. This model will be used as the effective model.
• Floodway modeling not included in this scope.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 4 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
• FNI assumes that the existing conditions Hydrologic and Hydraulic model results
provided by others are correct and accurate. As such, the results of those models
will be used as -is. FNI will not independently verify the results of the existing -
condition hydrologic or hydraulic models.
• The scope does not include revisions to the hydrology model. Flows from Effective
model will be used in the post -project conditions.
• No CLOMR or LOMR development or submissions are included in this proposal.
• FNI assumes a CDC small scale project exemption will be provided for the project.
• Additional cross -sections may be added for modeling purposes within the project
area.
• Two (2) rounds of review by the City floodplain staff are anticipated. A Draft Drainage
Analysis Technical Memo will be provided during Preliminary Design (60%) Submittal
and Final Design (90%) Submittal.
• No meetings anticipated with City floodplain staff.
• Final Drainage Analysis will be provided during the Construction Phase (100%)
Submittal.
11.7. GEOTECHNICAL INVESTIGATION
The geotechnical scope includes geotechnical exploration activities and associated design
services for:
• Area 4 — Approximately 600 linear feet of proposed bank stabilization improvements
along the eastern slope of the Trinity River west (upstream) of VCWRF's outfall. Bank
stabilization techniques will include building the toe of slope back to where it was prior
to the recent erosion events, laying the slope back at a flatter angle and armoring the
slope with rock riprap.
• Area 5 — Approximately 500 linear feet of proposed bank stabilization improvements
along the southern slope of the Trinity River west of VCWRF's outfall. Due to space
constraints, it is likely that bank stabilization techniques will include reinforcing the
slope with the use of soil nails or anchors and armoring the slope with rock riprap.
The geotechnical exploration will include geotechnical drilling and sampling, laboratory
testing, geotechnical engineering analysis, and reporting. The purpose of the exploration will
be to determine subsurface conditions and geotechnical design parameters for the bank
stabilization.
Field Exploration:
1. Exploration activities will include geotechnical drilling and sampling with a
truck mounted drilling rig at the following locations:
a. Area 4 — Two 75-foot-deep borings at the top of the bank located just
outside of the VCWWTP fenced property at the northwest corner of
the treatment plant area.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 5 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
b. Area 5 — One 75-foot-deep boring at the top of the bank located within
the VCWWTP fenced property.
2. Select and mark the boring locations as stated above. Notify Texas 811 and
VCWWTP personnel to request location and marking of existing underground
utilities prior to the field exploration.
3. Samples will be collected intermittently using hollow -stem augers and either
split -spoon or tube samplers. Rock and rock -like materials will be cored, as
appropriate for the material. At completion, the boreholes will be backfilled
with cuttings.
4. Groundwater observations within the borings will be recorded at the time of
drilling and at the completion of drilling and sampling.
5. Provide an Engineer or Geologist experienced in logging borings to direct the
drilling, log the boring, and handle and transport the samples. Visual
classification of the subsurface stratigraphy shall be provided per the Unified
Soil Classification System (USCS).
Laboratory Testing:
1. Testing shall be performed by a geotechnical testing subcontractor on
samples obtained from the boring to determine soil classification of the
subsurface materials.
2. The Engineer will select samples for laboratory testing, assign tests, and
review the test results.
3. Laboratory tests will be appropriately assigned for the specific subsurface
materials encountered during exploration, but are expected to include:
a. Atterberg Limits (liquid and plastic)
b. Moisture Content and Unit Dry Weight
c. Percent Passing the No. 200 Sieve
d. Sieve Analysis
e. Unconfined Compression Testing
f. UU Triaxial Testing
g. CU Triaxial Testing
Geotechnical Engineering Analysis and Reporting:
1. Geotechnical results from Area 4 and Area 5 will be combined into one report.
Prepared Geotechnical Memorandum to include:
a. Appendix with the sample locations, sample/boring log, laboratory test
results, and a key to the symbols used.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 6 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
b. Develop shear strength characterizations and geotechnical design
parameters based on the boring and laboratory test data.
c. Evaluate and analyze representative channel cross section for the
proposed bank stabilization design. The analyses will include slope
stability, soil nail/anchor design and expansive soil movement
potential.
d. Summarize the analyses and conceptual design. The memorandum
will include a summary of the soil properties and shear strength
parameters, geotechnical design parameters, results and summaries
of the analyses performed, and other general recommendations
related to the design and analysis of the bank stabilization.
2. Develop up to six (6) detail sheets, including section views, details, and
general notes for the bank stabilization for the 60%, 90%, and 100% design
submittals.
3. Prepare technical specifications, as necessary, for the bank stabilization
design for the 60%, 90%, and 100% design submittals.
Additional Services:
1. Additional services not included in this scope, requiring additional fees, may
include:
a. Mobilization of a track -mounted drill rig, related equipment, clearing,
or exploration activities for additional structures.
11.8. ENVIROMENTAL AND ARCHAEOLOGICAL PERMITTING AND SUPPORT
FNI assumes that the proposed project can be designed to meet the terms and
conditions of Nationwide Permit (NWP) 13, Bank Stabilization. Based on our
preliminary desktop review and discussions with the design team, it is assumed that
the project will require the submittal of a pre -construction notification (PCN) for Clean
Water Act Section 404 authorization by the U.S. Army Corps of Engineers (USACE)
Fort Worth District.
Gather and Review Existing Information: FNI will review existing project
information and compile information of the proposed project area in
preparation for the site visit. The types of information that will be gathered will
include, U.S. Geological Survey (USGS) 7.5-minute topographic maps and
National Hydrography Data (NHD), U.S. Fish and Wildlife Service (USFWS)
National Wetlands Inventory (NWI), Natural Resources Conservation Service
(NRCS) soils, as well as recent and historical aerial imagery of the site.
• Conduct Site Visit/Delineation: FNI environmental scientists will walk the
project area to identify the types and boundaries of potential waters of the
U.S. including wetlands. FNI will delineate the ordinary high water mark along
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 7 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
the proposed treated bank with pin flags for a Registered Professional Land
Surveyor (RPLS) to tie in. FNI environmental scientists will also evaluate the
site regarding potential federally listed threatened and endangered species
habitat.
Pre -Application Meeting with USACE: FNI will prepare a letter to the USACE
Fort Worth District Regulatory Division requesting a pre -application meeting.
The letter will include a brief description of the project, its purpose and need,
maps and conceptual design drawings. FNI will coordinate and attend the pre -
application meeting with the USACE Regulatory Division. This scope
assumes that the pre -application meeting will be held using the USACE's
preferred virtual platform.
• Delineation Report: FNI will prepare a Delineation Report in accordance with
U.S. Army Corps of Engineers (USACE) guidance to document potential
waters of the U.S., including wetlands. The Delineation Report will include the
required data forms and maps.
• Prepare PCN: FNI will prepare a Pre -Construction Notification (PCN) in
accordance with requirements of NWP General Condition 32.
A draft PCN will be prepared for the City's review and comment. The PCN will
include the Delineation Report, USACE Fort Worth District's NWP 13
application form, and required supporting documentation and engineering
drawings depicting the proposed impacts to waters of the U.S. The final PCN
will be prepared by incorporating the City's comments and will be submitted
to the USACE Fort Worth District. This task will be completed after the 60%
design submittal.
FNI will address up to two rounds of USACE comments/requests for additional
information or clarification. This scope assumes that any required mitigation
will be covered by the purchase of mitigation bank credits; therefore,
development of a mitigation plan is not included in this scope of services.
Additional requests by the USACE for site visits, preparation of a
compensatory mitigation plan, consultation with other resource agencies, or
excessive request for additional information resulting in expenditures beyond
FNI's project budget will be considered additional services.
THC Coordination: Projects sponsored by public entities that affect a
cumulative area greater than five acres or that disturb more than 5,000 cubic
yards require advance consultation with the Texas Historical Commission
(THC) according to Section 191.0525 (d) of the Antiquities Code of Texas.
Once the Area of Potential Effect (APE) has been defined, FNI will review the
restricted THC atlas with FNI's archeologist and prepare a letter describing
the project, including maps, requesting review by the THC to determine if a
cultural resources survey will be required. This task does not include a cultural
resources survey but it can be provided as an additional service.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 8 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
• Project Team Coordination: FNI scientists will coordinate with the project team
(design team and City) on the findings of the delineation, assist with fill
calculations, and provide permitting input into the design.
• Deliverables:
a. Request for Pre -Application Meeting
b. Delineation Report
c. NWP PCN
11.9. BID PHASE SERVICES
Upon completion of the design services and approval of the Final drawings and specifications
by the OWNER, the ENGINEER will proceed with the performance of services in the bid
phase. ENGINEER will support the bid phase of the project as follows.
• The ENGINEER will provide technical assistance with contractor's questions.
• Then ENGINEER will prepare up to two (2) addendum as needed for any plan
revisions.
• Utilize BIM360 for electronic bid document distribution, bidder's questions, and
electronic bid submittal. Printed bid documents will be available at City Hall.
City Hall shall receive all printed bids.
• Attend the prebid conference in support of the CITY.
• ENGINEER will prepare itemized
discrepancies, check contractor
recommendation of award.
ASSUMPTIONS
bid tabulation, evaluated bids for
references, and prepare letter of
• Area 4 and Area 5 will be bid together but separately from the West Fork
Collector Parallel, Phase I project.
• The project will bid only once and be awarded to one contractor.
• 10 RFIs
• 2 Addenda
DELIVERABLES
• Plan Revisions (if required)
• Letter of Recommendation
• Bid Tabulation
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 9 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
11.10. TOPOGRAPHICAL SURVEY AND SUBSURFACE UTILITY ENGINEERING
SERVICES (LEVEL B)
ENGINEER will provide survey support as follows:
11.10.1. Design Survey
• ENGINEER will perform field surveys (Area 4 - approximately 1,000' wide by
1,000, Area 5 - approximately 2,000' wide by 2,000') 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,
manhole rim/invert elevations, location of buried utilities where visible,
structures, trees (measure caliper, identify overall canopy, and identify species
of trees), and other features relevant to the final plan sheets.
• 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;
o Identified (Existing, CITY Monument #8901, PK Nail, 5/8" Iron Rod)
o X, Y and Z Coordinates, in an identified coordinate system, and a referred
bearing base. Z coordinate on CITY Datum only.
o Descriptive Location (Example: 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, etc., in the same
coordinate system, as the Control.
— No less than two horizontal benchmarks, per line or location.
— Bearings given on all proposed centerlines, or baselines.
— Station equations relating utilities to paving, when appropriate.
ASSUMPTIONS
• Area 4 Topographic survey will encompass a 1,000' x 1,000' area.
• Area 5 Topographic survey will encompass a 2,000' x 2,000' area.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 10 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
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.
11.11. OUTFALL STRUCTURE STRUCTURAL EVALUATION
Engineer will provide a structural condition assessment as follows:
A visual condition assessment of the VCWRF's outfall discharge structure will be made by a
team including a senior structural engineer and surveyors to assess the general condition of
the discharge structure. It is the understanding of FNI that the VCWRF's outfall discharge
structure can be shut down for a period of one hour for entry and observation.
11.11.1. Site Visit
• FNI and surveyor will perform visual observations, measurements, and
photo documentation of the outfall structure.
• Observations within the area of the structure not accessible during
discharge will be made in the dewatered condition within a 1-hour time
frame.
11.11.2. Technical Memorandum
• FNI will create a technical memorandum report documenting results of the
structural condition evaluation. The report will make recommendations for
further investigation or special testing as appropriate. If needed,
conceptual repair recommendations will be provided.
• Survey data during assessment will be combined with survey collection as
outlined in Task 11.10
ASSUMPTIONS
• Flow within the WFTR will be at or near baseflow so that backwater is not within
the outfall structure and inspection of any voids under the structure can be
conducted.
• City will turn off the outfall and provide lock -out -tag -out or a safety protocol to
ensure that the outfall remains dewatered during the time of inspection. City to
provide a safety plan to FNI prior to entry for review.
• Any equipment beyond normal PPE and special safety protocols required for entry
into the structure will be provided by the City.
A two -week notice will be given FNI prior to the scheduled shut down.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 11 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
• It is anticipated that the outfall structure will be shut down only once, and one site
visit is assumed for data collection.
DELIVERABLES
A. Final Structural Condition Evaluation Technical Memorandum will be provided.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 12 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
Additional Services not included in the existing Scope of Services — Refer to original
contract for additional services not included in the scope of services. Additional items to be
included in Additional Services include the following:
1. Construction phase services for Area 4, Area 5.
2. Level A SUE exploration.
3. Exploration activities for additional structures.
4. Right-of-way access permitting and/or landowner coordination or right -of -entry
permission.
5. Additional laboratory testing due to unforeseen subsurface conditions found during
the site exploration.
6. Preparation of a formal written request for USACE authorization under a letter of
permission procedure.
7. Preparation of a standard individual Section 404 permit application.
8. Conduct tree survey and prepare permit application for compliance with City tree
ordinance requirements.
9. Preparation of Environmental Information Document, Environmental Assessment, or
an Environmental Impact Statement.
10. Meetings or consultation with the USACE or other resource agencies, except as
specifically noted in the scope of services.
11. Presence/absence surveys for state or federally listed threatened/endangered
species.
12. Freshwater mussel surveys and reports.
13. Preparation of a mitigation plan to compensate for impacts to waters of the U.S.
14. Application to Texas Commission on Environmental Quality for individual 401 Water
Quality Certification.
15. Additional field investigations or analysis required to respond to public or regulatory
agency comments.
16. Consultation with the U. S. Fish and Wildlife Service under Section 7 of the
Endangered Species act.
17. Expert representation at legal proceedings or at contested hearings.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 13 of 14
ATTACHMENT A
DESIGN SERVICES FOR
WEST FORK PARRALLEL PHASE-1
TRINITY RIVER SIPHON TO WALKER BRANCH CONNECTION
18. Phase 1/II Environmental Site Assessment.
19. Preparation of a preliminary jurisdictional determination report.
20. Preparation of a compensatory mitigation plan.
21. Additional coordination meetings with the USACE Fort Worth Regulatory Office.
22. Conducting a functional or condition assessment (e.g., TXRAM) on waters of the U.S.
potentially impacted by the proposed project.
23. Presence/absence surveys for federally listed threatened/endangered species.
24. Consultation with the U.S. Fish and Wildlife Service under Section 7 of the
Endangered Species Act.
25. Phase I or Phase 11 Environmental Site Assessment.
26. Other environmental services not specifically defined in this scope of services.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 14 of 14
FN 1O8 NO FTW21752 EXHIBIT
r7 111CHO�s Project Location - Areas 4 & 5 ste_MZPFZ022a61g
801 Cherry Street, Suite 2800 0A7E 2/6/2023
Fort Worth, TX 76102 SUEE 1
12
(P(817-735-7300(F(817-735-7491 West Fork Collector Parallel Project DRAFTED
q
Ell
OWNICHOLS
801 Cherry Street, Suite 2800
Fort Worth, U 76102
JP) 817-735-7300)F)817.735-7491
FN )OD
FTW21752 EXHIBIT
Area 4 - Levee Protection FILE Site NUPs_20220616
0 DATE 2/6/2023
West Fork Collector Parallel Project DM'M' D 1:626 2
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(P(817-735-7300(F(817-735-7491 West Fork Collector Parallel Project boo
02599
City of Fort Worth
Fort Worth Biosolids Area 4 & Area 5 Protection
Fee Breakdown
Task
Description
Total Fee
11.1
Project Management
5,664 $
11.2
Data Collection/ Site Visit
19,891 $
11.3
Preliminary Design 60%
144,240 $
11.4
Final Design 90%
119,485 $
11.5
Construction Documents 100%
41,081 $
11.6
Drainage Analysis
67,146 $
11.7
Geotechnical Investigation
75,629 $
11.8
Environmental Services
55,175 $
11.9
Bid Phase Services
13,516 $
11.10
Survey Services
52,725 $
11.11
Outfall Structure Inspection
18,500 $
613,052 $
'FNI's fee includes labor, expenses and sub -consultant markup.
Non-MWBE
FNI Feel Sub
5,664 $
19,891 $
144,240 $
119,485 $
41,081 $
67,146 $
57,629 $
55,175 $
13,516 $
13,813 $
15,250 $
552,890 $
MWBE
Sub
- $
18,000
- $
38,912
- $
3,250
- $
60,162
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City of Fort Worth, Texas
Mayor and Council Communication
DATE: Tuesday, June 11, 2024
LOG NAME: 60WFCPPlA2- FNI
REFERENCE NO.: **M&C 24-0518
SUBJECT:
(CD 5) Authorize Execution of Amendment No. 2 in the Amount of $613,052.00 to an Engineering
Agreement with Freese and Nichols, Inc., for Design of the West Fork Collector Parallel, Phase I Trinity
River Siphon to Walker Branch Connection Project, and Adopt Appropriation Ordinance to Effect a Portion
of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement Program
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize execution of Amendment No. 2 in the amount of $613,052.00 to City Secretary Contract
No. 56603 an engineering agreement with Freese and Nichols, Inc., for the West Fork Collector
Parallel, Phase I Trinity River Siphon to Walker Branch Connection project for a revised contract
amount of $1,944,710.00; and
2. Adopt the attached appropriation ordinance adjusting appropriations in the Water and Sewer Bond
2017A Fund by increasing estimated receipts and appropriations for the West Fork Collector
Parallel, Phase I Trinity River Siphon to Walker Branch Connection project (City Project No. 103291)
in the amount of $663,052.00 and decreasing estimated receipts and appropriations in the
Unspecified -All Funds project (City Project No. UNSPEC) by the same amount to effect a portion of
Water's contribution to the Fiscal Years 2024-2028 Capital Improvement Program.
DISCUSSION:
On September 28, 2021,, Mayor and Council Communication (M&C 21-0770), the City Council authorized
an engineering agreement in the amount of $1,291,465.00 with Freese and Nichols, Inc. (City Secretary
Contract No. 56603) for the construction of West Fork Collector Parallel, Phase I Trinity River Siphon to
Walker Branch Connection project. In addition, the agreement provided for erosion analysis at three
locations along large sanitary sewer mains parallel to Village Creek to identify what needed to be done to
protect these assets from being undermined. The agreement was subsequently revised by Amendment
No.1 in the amount of $40,193.00 administratively authorized May 9, 2022, that provided for an alignment
study of future collector phases to facilitate easement acquisition.
Amendment No. 2 provides for the preparation of plans and specifications to protect two levee banks that
are adjacent to the Village Creek Water Reclamation Facility (VCWRF). Failure to conduct the necessary
bank protection improvements could result in a collapse of the levee at the two locations, leaving VCWRF
susceptible to flooding from the Trinity River.
Freese and Nichols, Inc., proposes to provide all the necessary services under this amendment for a fee
of $613,052.00. Staff considers the proposed fee to be fair and reasonable for the scope of services
proposed.
In addition to the contract amount, $50,000.00 is required for additional project management.
It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year (FY),
instead of within the annual budget ordinance, as projects commence, additional funding needs are
identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of
the Water's portion of the City of Fort Worth's Fiscal Years 2024-2028 Capital Improvement Program.
Funding for the Design of West Fork Collector Parallel Phase 1 project is depicted below:
60WFCPPlA2-FNI
Capital project FY2024 CIP Budget Change Revised
Fund
Name Budget Name Appropriations Authority (Increase/Decrease) Budget
56011
— 103291
Water WF This
& Collector $0.00 M&C
Sewer PH1 TRV
Bond Syphon
2017A
$663,052.00 $663,052.00
Funding is currently available in the Unspecified -All Funds project within the Water & Sewer Bond 2017A
Fund for the purpose of funding the WF Collector PH1 TRV Syphon project.
Funding for the Design of West Fork Collector Parallel Phase 1 TRV Syphon project is depicted below:
Fund Existing
Appropriations
W&S Rev
Bonds Series
2022 — Fund $2,226,715.00
56020
Water & Sewer
Bond 2017A— $0.00
Fund 56011
Project Total 1 $2,226,715.00
Additional project Total*
Appropriations
$0.00 $2,226,715.00
$663,052.00 $663,052.00
$663,052.00 1$2,889,767.00
*Numbers rounded for presentation purposes.
This project will have no impact on the Water Department's operating budget when complete.
Business Equity: Freese and Nichols, Inc., is in compliance with the City's Business Equity Ordinance by
committing to 8 percent MWBE participation on this project. The City's MWBE goal on this project is 8
percent.
The project is located in COUNCIL DISTRICT 5.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are currently available in the Unspecified -All Funds project
within the Water & Sewer Bond 2017A Fund and upon approval of the above recommendations and
adoption of the attached appropriation ordinance, funds will be available in the Water & Sewer Bond
2017A Fund for the WF Collector PH1 TRV Syphon project to support the above recommendations and
execution of the amendment. Prior to any expenditure being incurred, the Water Department has the
responsibility to validate the availability of funds.
FUND IDENTIFIERS (FIDs):
TO
,Fund
Department Account
Project Program ctivity
Budget
Reference # Amount
ID
ID
Year
(Chartfield 2)
FROM
Fund
Department Account
Project Program ctivity
Budget
Reference # Amount
ID
ID
Year
(Chartfield 2)
CERTIFICATIONS:
Submitted for Citv Manager's Office by: Fernando Costa (6122)
Originating Department Head: Chris Harder (5020)
Additional Information Contact: Pratima Poudyal (5467)
ATTACHMENTS
1. 60WFCPPlA2- FNI FID Table (WCF 05.01.24).xlsx (CFW Internal)
2. 60WFCPP1A2- FNI.docx (CFW Internal)
3. 60WFCPP1A2-FNI Compliance Memo.pdf (CFW Internal)
4. 60WFCPPlA2-FNI Form 1295.pdf (CFW Internal)
5. 60WFCPP1A2-FNI MAP.pdf (Public)
6. Entitvinformation Freese and Nichols, Inc..pdf (CFW Internal)
7. ORD.APP 60WFCPPlA2- FNI 56011 A024(r2).docx (Public)
8. PBS CPN 103291.pdf (CFW Internal)
60WFCPPIA2- FNI FID Table
2&3)
2&3)
2&3)
2&3)
56011
0600430
4905135 UNSPEC
UNSPEC
2024
($663,052.00)
56011
0700430
4905135 103291
001430
2024
$663,052.00
56011
0600430
UNSPEC
UNSPEC
2024
($663,052.00)
56011
0700430
103291
001430
2024
$663,052.00
2&3) 56011 0700430 5110101 103291 001430 9999 $50,000.00 Water Staff Cost
1 56011 0700430 5330500 103291 001430 9999 $613,052.00 Contract