HomeMy WebLinkAboutContract 51189-A2CSC No. 51189-A2
AMENDMENT No . 2
TO CITY SECRETARY CONTRACT No. 51189
WHEREAS, the City of Fort Worth (CITY) and Kimley-Horn and Associates,
Inc. (ENGINEER) made and entered into City Secretary Contract No. 51189,
(the CONTRACT) which was authorized by M&C C-28764 on the 26th day of
June,2018 in the amount of $ 432,000.00; and
WHEREAS, the CONTRACT was subsequently revised by:
Amendment Number 1 in the amount of $700,000 which was authorized by
M&C 20-0954 on 12/15/2020,
WHEREAS, the CONTRACT involves engineering services for the following
project:
NW Loop 820 and Marine Creek Parkway Intersection Improvements
Project, CPN 101585; 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 $155,870.00. (See Attached Funding Breakdown Sheet,
Page -4-)
OFFICIAL RECORD
2.
CITY SECRETARY
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 $1,287,870.00.
City of Fort Worth, Texas NW Loop 820 and Marine Creek Parkway Intersection Improvements
Prof Services Agreement Amendment Template CPN 101585
Revision Date: 03/08/2024
Page 1 of 3
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
cp�
Jesica McEachern
Assistant City Manager
DATE: Sep 12, 2024
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ATTEST: p4fFOR>°nC
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Jannette Goodall
City Secretary
APPROVED AS TO FORM AND LEGALITY:
Douglas Black (Sep 5, 202416:17 CDT)
Douglas W. Black
Sr. Assistant City Attorney
City of Fort Worth, Texas
Prof Services Agreement Amendment Template
Revision Date: 03/08/2024
Page 2 of 3
ENGINEER
Kimley-Horn and Associates, Inc.
4Af'4Wd
Scott R. Arnold, P.E.
Vice President
DATE: Aug 18, 2024
M&C No.#: 24-0481
M&C Date: 06/11/2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
N Loop 820 and Marine C eek Parkway Intersection Improvements
CPN 101585
FUNDING BREAKDOWN SHEET
City Secretary No.51189
Amendment No.2
Project CF1- CF2 -
Fund Dept ID Account Bond Amount
ID Activity
Reference
34018 0200431 5330500 101585 003930 18010203 $155,870.00
Total: $155,870.00
City of Fort Worth, Texas NW Loop 820 and Marine Creek Parkway Intersection Improvements
Prof Services Agreement Amendment Template CPN 101585
Revision Date: 03/08/2024
Page 3 of 3
FORT WORTH.
Ir-
ATTACHMENT "A"
Scope for Enaineerina Design Related Services for Arterial 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
Complete construction plans for northbound and southbound left turn lanes along Marine
Creek Parkway at the intersection of NW Loop 820 frontage roads. The project will also
consist of traffic signal improvements. This project will be designed per Texas Department of
Transportation (TxDOT) and Federal Highway Administration (FHWA) guidelines.
Environmental Documentation accordance with TxDOT guidelines will be performed.
Amendment 6 incorporates the additional scope of left turn lanes along the west bound and
east bound frontage roads for NW Loop 820.
WORK TO BE PERFORMED
Task 1. Design Management
Task 2. Conceptual Design (30%)
Task 3. Preliminary Design (60%)
Task 1. Final Pasign (90% and 100%)
T-ask E. Rid Phase Seryoces
Task F GenstnJntien Phase SerVnees
Task 7 ROW/Easement Ceniines
Task 8. Survey and Subsurface Utility Engineering Services
Tsok 0. Permitting
Task 10. Quality Control/ 'vim rcnse
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 1 of 27
Page 1 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH,
Ir-
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:
• Attend a ern design project kickoff/charter meeting with CITY ota f to cenfirmclarify scope, understand CITY
objectives,
and ensure economical and functional
des+gno 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 oubmit o pr0minD�), Prejeot Riok Register Stal(6
and PreieGt Gommanic fincliz
City of Fort Worth, Texas Page 2 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 2 of 27 CPN 101585
FORT WORTH
• Complete Monthly M/WBE Report Form and 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.
ASSUMPTIONS
• QRe (I ) nro design nreje Gt kiGkGffishartering meeting
• One (1) constructability review meeting during design
• Nine (9) monthly project update meetings during design phase
• Two (2) plan review meetings
• Eighteen (18) biweekly design team meetings
• All submittals to the City will be Quality checked prior to submission.
• Project design phase is anticipated to take nine (9) months.
• Preje +t nenstruc4tn �,-aJo is nntinipated to take XXX (X) month c.
• Nine (9) monthly updates of Project Status Reports, MWBE forms, 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. TPBE spreadsheet updates with milestone submittals and when new cost figures
are available
City of Fort Worth, Texas Page 3 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 3 of 27 CPN 101585
FORT WORTH,,
H. Monthly Project Risk Register updates
Plan Submittal Checklists (See Task 10)
J. Monthly invoices
K. Monthly MMBE Report Form and Final Summary Payment Report Form
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 4 of 27
Page 4 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH
TASK 2. CONCEPTUAL DESIGN (30 PERCENT).
The Conceptual Design shall be submitted to CITY per the approved Project Schedule.
The purpose of the conceptual design is for the ENGINEER to identify, develop,
communicate through the defined deliverables, and recommend the design concept that
successfully addresses the design problem, and to obtain the CITY's endorsement of this
concept.
ENGINEER will develop the conceptual design of the infrastructure as follows.
2.1. Data Collection
• Traffic Count Data: Microsoft Excel spreadsheet of Raw 24-hour and Turning
Movement Count data gathered at 15-minute intervals at a minimum on all raw
data collected. Provide Daily Summaries by Approach and Peak -Period
Summaries by Approach. Spreadsheet shall be uploaded to the CITY's
document management system (BIM360) folder'TPW Traffic Count Data'.
In addition to data obtained from the CITY, ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with any planned future improvements that may influence the
project. ENGINEER will also identify and seek to obtain data for existing
conditions that may impact the project including; utilities, agencies (TxDOT and
railroads), City Master Plans, and property ownership as available from the Tax
Assessor's office.
• 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.
• The data collection efforts will also include conducting special coordination
meetings with affected property owners and businesses as necessary to develop
sewer re-routing plans where necessary.
2.2. Subsurface Utility Engineering
Provide Subsurface Utility Engineering (SUE) per Task 8.
2.3. Utility Clearance
• ENGINEER will develop the design of CITY facilities to avoid or minimize
conflicts with existing utilities, and where known and possible consider potential
future utilities in designs. Where conflicts cannot be avoided, coordination of
Utility Conflicts will begin at the Conceptual Design phase.
• In the case of a public utility conflict, the ENGINEER will design CITY facilities to
avoid or minimize conflicts with existing utilities, and where known and possible
consider potential future utilities in designs.
• In the case of a private Utility Conflict, the ENGINEER will provide a PDF set of
plans with the utility conflicts highlighted and a Utility Conflicts Table of those
City of Fort Worth, Texas Page 5 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 5 of 27 CPN 101585
FORT WORTH,,
conflicts to be included in a Utility Clearance Letter for coordination. The
ENGINEER may need to coordinate directly with the private utility provider if that
provider needs to undertake design to adjust their utility's location.
• The ENGINEER shall upload a PDF file of the approved preliminary plan set to
the designated project folder in the City's document management system (BIM
360) for forwarding to all utility companies which have facilities within the limits of
the project. The PDF file should be created directly from the CAD files.
2.4. Engineering Design Report
To ensure adherence to project scope, that design approach is in line with project
objectives, and to obtain concurrence on development of the conceptual layout,
ENGINEER shall prepare and submit a design report in the format provided by the
CITY prior to developing conceptual plans. The CITY shall review and provide
feedback on the report prior to ENGINEER starting the conceptual design.
2.5 The Conceptual Design Package shall include the following:.
• Preliminary cover and index of sheets including project limits, area location map
and beginning and end station limits.
• Quantity Summary page and each design sheet shall include a quantity take off
table.
• Traffic Engineering study corridor analysis study or alignment/feasibility study to
support the recommended design alternative. Intersection Control Evaluation
Report (ICE) may be required if applicable.
• Conceptual Design Report (Arterials) in the format provided by the CITY
• Conceptual iSWM Checklist in accordance with the current CITY iSWM Criteria
Manual for Site Development and Construction
• SUE Plan sheets sealed by a licensed professional engineer registered in the
State of Texas.
• PDF set of plans with the utility conflicts highlighted and a Utility Conflicts Table
• Traffic Count Data: Microsoft Excel spreadsheet of Raw 24-hour and Turning
Movement Count data gathered at 15-minute intervals at a minimum on all raw
data collected. Provide Daily Summaries by Approach and Peak -Period
Summaries by Approach. Spreadsheet shall be uploaded to the City's document
management system (BIM 360),`TPW Traffic Count Data' folder.
• Existing typical sections of the roadway to be constructed along with proposed
typical sections which outline the proposed improvements. Typical sections shall
include existing and proposed ROW, existing and proposed lane widths and
direction arrows, existing and proposed curbs, sidewalks, and retaining walls.
• Conceptual plan and profile sheets showing existing and proposed horizontal
roadway alignments, existing and proposed ROW, existing and proposed
sidewalks and driveways, proposed lane dimensions and lane arrows, existing
drainage structures, city owned and franchise utilities, and existing roadway
vertical alignments (profiles).
City of Fort Worth, Texas Page 6 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 6 of 27 CPN 101585
FORT WORTH
• Documentation of key design decisions.
• Estimates of probable construction cost.
ASSUMPTIONS
• All storm water calculations and design shall conform to the CITY current iSWM
Criteria Manual for Site Development and Construction.
• Three (3) sets of 11"xl7" size plans will be delivered for the 30% design.
• PDF files created from design CAD drawings will be uploaded to the designated
project folder in the City's document management system (BIM 360).
• ENGINEER shall not proceed with Preliminary Design activities without written
approval by the CITY of the Conceptual Design Package.
DELIVERABLES
A. Conceptual Design Report
B. Traffic Count Data
C. Traffic Engineering Study
D. Conceptual Drainage Checklist
E. Conceptual Design Package
Utility Conflict Plan PDF and Utility Conflict Table
City of Fort Worth, Texas Page 7 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 7 of 27 CPN 101585
FORT WORTH,,
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. The Preliminary Design Drawings and Specifications shall include the following:
• Preliminary cover and index of sheets including project limits, area location map
and beginning and end station limits.
• SUE Plan sheets sealed by a licensed professional engineer registered in the
State of Texas.
• Utility Conflict Matrix
• Quantity Summary page and each design sheet shall include a quantity take off
table.
• Preliminary iSWM Checklist in accordance with the current CITY iSWM Criteria
Manual for Site Development and Construction.
• Traffic Control Plan including all construction signage and pavement markings
which will be in accordance with the latest edition of the Texas Manual on Uniform
Traffic Control Devices.
• 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 shall
be indicated for each Control Point: Identified (existing City Monument #8901, PK
Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system,
and a referred bearing base. Z coordinate on City Datum only; descriptive location
(i.e. 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).
• Updated existing and proposed typical section sheets.
• Updated roadway plan and profile sheets displaying station and coordinate data for
all horizontal alignment P.C.'s, P.T.'s, P.I.'s; station and elevation data of all
vertical profile P.C.'s, P.T.'s, P.I.'s, low points, and high points; lengths of vertical
curves, grades, K values, e, and vertical clearances where required.
• No less than two bench marks per plan/profile sheet.
• Bearings given on all proposed centerlines, or baselines.
• Station equations relating utilities to paving, when appropriate.
• Overall project easement layout sheet(s).
• Intersection layout sheets including ROW lines, horizontal alignments, utilities,
curbs, sidewalks, driveways, lane dimensions and arrows, and existing and
proposed contours (0.25' intervals)
City of Fort Worth, Texas Page 8 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 8 of 27 CPN 101585
FORT WORTH
• Preliminary roadway details to include curbs, curb expansion joints, driveways,
sidewalks, pavement, streetlights, traffic signals and all applicable utility details.
• Preliminary signing, pavement marking, illumination and signal layouts.
ENGINEER will delineate the watershed based on contour data and field
verification and document existing street, right-of-way and storm drain capacities
for the subject site. A drainage area map will be drawn at maximum 1" = 200'
scale from available 2-foot contour data with the contours labeled. Data source
and year will be provided by the CITY. Calculations regarding street and right-of-
way capacities and design discharges (5-year and 100-year frequencies) at
selected critical locations will be provided. Other frequencies as required by
iSWM criteria may be appropriate for outfalls and sensitive locations. Capacities
of existing storm drain will be calculated and shown. All calculations shall
conform to CITY criteria delineated in the CITY's current iSWM Criteria Manual
for Site Development and Construction. All locations in the project area where
100-year runoff exceeds available storm drain and right-of-way capacities shall
be clearly identified. The ENGINEER's responsibility includes recommendations
for improvements of the existing system as deemed reasonable and consistent
with CITY standards.
• Storm drain layout sheets showing location and size of all inlets, manholes,
junction boxes, culverts and piping to include storm drain profiles showing existing
and proposed flow lines, flows, lengths and slopes of pipe, top of ground profile
over pipe and connections to existing or proposed storm sewer systems.
• Documentation of key design decisions.
• Estimates of probable construction cost.
3.2. fGeeteehnioal Invoctigatien/Pavernent Plosion
The CAICIAIEER Shull prepare o `Detailed geetenhniool engineering study on'J
pavement `Design in eenfermanee with the City of Cent Worth Pavement Design
C` eni-af4s anu of 2005 The st „J� nli de reeommendations regarding
at �,�.�--r,T��� h�a I I i n .,
utility trenGhing and identify existing greundwater elevation at eaGh b i _
3.3. 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.
3.4. Public Meeting
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 9 of 27
Page 9 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH,,
After the preliminary plans have been reviewed and approved by the CITY, the
ENGINEER shall prepare project exhibits, assist the project manager in preparing a
presentation of the most appropriate format (most usually in Power Point), and
attend one (1) public meeting to help explain the proposed project to residents. The
CITY shall select a suitable location, time and date. The Engineer needs to
coordinate with the City's project manager to format the mailing list of all affected
property owners.
3.5. 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, and
where known and possible consider potential future utilities in designs
• Where conflicts cannot be avoided, coordination of Utility Conflicts will be
identified at the Conceptual phase and begin at the Preliminary Design phase.
In the case of a private Utility Conflict, the ENGINEER shall upload a set of plans
in PDF format with the utility conflicts highlighted and a Utility Conflicts Table of
those conflicts in the City's document management system (BIM 360). The PDF
file should be created directly from the CAD files. At each design milestone, the
City PM will issue a Utility Clearance Letter to be accompanied by said plans and
table to all utility companies which have facilities within the limits of the project for
coordination The ENGINEER may need to coordinate directly with the private
utility provider if that provider needs to undertake design to adjust their utility's
location.
• ENGINEER to obtain utility As -built plans and/or do field visits to confirm
relocation is complete and that the utility has been relocated in accordance with
the plans and the project needs, report any discrepancies found, and provide
documentation to support findings.
• ENGINEER to upload all utility As -built plans in the City's document management
system (BIM 360)
ASSUMPTIONS
• Three (3) sets of 11"x17" size plans will be delivered for the 60% design for
review coordination.
• One (1) set of the Project Manual (Contract and Specifications) will be delivered
for the 60% design.
• The following shall be uploaded to the designated project folder in the City's
document management system (BIM 360):
■ Single PDF file created from design CAD drawings.
■ The Project Manual (Contract and Specifications)
■ All other submitted documents and checklists
City of Fort Worth, Texas Page 10 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 10 of 27 CPN 101585
FORT WORTH
• The CITY's front end and technical specifications will be used. The ENGINEER
shall supplement the technical specifications if needed.
• One (1) Public Meeting is assumed.
• ENGINEER shall not proceed with Final Design activities without written approval
by the CITY of the Preliminary Design plans.
DELIVERABLES
A. Preliminary Design drawings and specifications including QC/QA documentation
B. Utility Conflict Coordination Package
C. Geotechnical Report
D. Preliminary Drainage Checklist
E. Estimates of probable construction cost
F. Public Meeting exhibits
City of Fort Worth, Texas Page 11 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 11 of 27 CPN 101585
FORT WORTH,
TASK 1. FINAL DESIGN ion PERCENT) AND FINAL CONSTRUCTION DOCUMENTS
(100 PERCENT
oval of the Preliminary ENGINEER IEER Will prepare cons+ru6ti In
k�pon approval plano, �� I��" . � sn p�.nc ws
follow
+ Final draft cens+r, is+ion plano (90%) and PrefectL-nual --hall to oabmittad to GITV per
the approved Dreiec+ Schedule.
• The EN MEER Will provide a PDF set of plsn0 Mh +he Utility conflicts highlighted and a
Utility en.fl.ioto Tabla of those conflicts to he included in the Utility Clearance Letter to he
ass, ied by the City DIVA
• Following a 900, constructs meeting with to CITY the ENI(�I�1EER o�ll
construction plan r�Fiea�-rrrc ,-rg=,iv+c,-r ��rr� Irv-v-rr oh
.all
Final PlaRS;lnn�othe GITY per the approved ProJeGtS Ghedule Each plan
s#eot ohall be stamper! dated and sinned by the ENGINEER registered in State-ef
Texas.
• Drainsge Study checklist in accordance with the current iSK4W Criteria Manual for Site
De�,elopment and Construction.
C ape will he in ir! in both the 90-% and 100% design ��.�� antity ✓.�mmsr���a�, rc�u�ed�,,--per plan--.
Each design sheet of the plcnc ✓hcll also include a quantity take off table
• The EN INFER shall oubmit an estimate of probable construction nest with both the
0 and 0design packagoo. Thi-- a:twice c ohO vce standard CITY or TxDOT bid
+ternc, a`, aWIieable
ASSUMPTIONS
� hree�ets of 11 "v17" size drawings and one (1 ) set of the ProfeGt Manual will be
delivered for the 90 paoka�
De -sign 0
A PDF and DWF file for the
Design will be created from design CAD draw ngs and
will be uploaded to the project folder On the ant management
One (11 ) sets of 11 "xi 7" size drawings and one (11 ) set of specifications will be delivered
for the 1000/ Hessen package
rvTa-r�. �ucrcag�
A PDF and DVVF file for the 1000, Design will he creatod from design CAD draWinns aprJ
will be upleaded to the projec;t folder On City's ant management s„stem
DELIVERABLES
A.90--esns:rudien plans and spedfications including QCIQA documentation,
B. Utility relocation package
C. Final Prainsge Cheddis
D. 1 nnoi cens+ri is+ion plano any P�lanual ins .
E. Detailed estimates of probable construction costs including ommaries of hid iterns��and
, i ganti+ins using the f ITV's or TxDOT'o otonrlarrd hid 'terns and forms\, � applioable
F. Digital cover sheetfOF the sigOAtUFes of auth0Fized CI. Y offien
City of Fort Worth, Texas Page 12 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 12 of 27 CPN 101585
FORT WORTH.
Ir-
5.1. Bid Suppor
The he ENGINEER ohall splaad all plano and contract documents onto the City's
docuraant management `"'stem (RIBA ' 60) for access to po+ontial bidders.
PrejeG"Ibm�al ohall be uploaded in a 3ingle PDF file
Bid Proposal DOG Amen+ of the ('entrant rdenA rn3ntc Jhnll be uploaded in a file
ferma f fil ame sien "A Is"
rvm�crt�r-nTeFlum�eiCteFl�vri—:icr� .
Unit Prise Proposal decurnen+s are to be Greeted utilizing +h am anit prime
too! only and combined inaop
Worl(sh et Template that will he populated rd and configured s +
�A, e ��-a, «�,�T��a that all pales
are complete and +ha ✓irnmary Worksheet(s) On the workbook detail -and
aatomatioally oumrrrarize the totals from the inserted Unit Prioe Proposal
deG Amen+ werkshee+s
Plan ont msna"emen+ system
(BIM 360) on two ormat, pdf and f All files. he pdf TeGrsr t of one file
of the ent ro plan oat-.
• If requested by prospective bidders, the EN GA IEEP Will sell non+ran+ ,-Inns Amens
at a reasonable urine to rene"er reprerdA Ac+ien and dOG invent request fulfillment
cost. The CITY will not sell hard copies of the contract documents.
•
Th�C).N _ER will nonr,-dinn,i+h +he CITY PIA to eb+ain renen,erd
"Expressions of interest" from prospective bidders and from uploaded Plan
Heider Penis+ra+iono in the City's dOGIAm3nt management system (RIBA 36(11 h"
ENGINEER EGINEER will maintain a plan holders list
• The ENGINEER Will develop and implement procedures for receiving and
answering bidders' questions and requests for additional information The
procedurvc NhLA include a Inn of all significant bidders questions and request
and the response thereto. The leg ohall be housed and msintained 'fie
pprojeGt'Sfolder titled Request for Infermatiep The ENG!NCEP % ide
tnnhninal interpretation of the nentraot bid
rresppenses to all bidder's questions and regA'osto in the
ENGINEER ohall Nplaad all apprn"erd addenda onto the City's rdocAAmen+
management system (RIBA 360) and email addenda to all plan holders.
• Attend the pre bid nnnferenGO in oupp"rt of the GITV
-�Acciot the -CITY in determining the gA ialifina+inns and annoptability of prospers+i„e
contracoro, oubsentracters, and oappliefs-.
•— Whon oubotitution prier to award ef Gentra3tO io allowed in the non+ran+
rdoni Aments the ENGINEER Neill ad rise +he CITY ao to the ann
.. to
alternate ma+; ialc und equipment proposed by bidders.
g in a+pp
City of Fort Worth, Texas Page 13 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 13 of 27 CPN 101585
FORT WORTH
Tabulate and reynew all lids reeenyeyd fer the Gon6tr6IGtion prG 0 the -CITY
'n evaluating hints and re mm d a��yarrt of the GGn�Gt AGGPY f he Bid
inn-r-vc��Tc�rr-rrE� cvrr c�rr-r
Tsbulati^n and the /`C\A/ Data F/praadsheet are to he u pleaded into the prG ie Gt's
Bmd Results folder en the Git y's doGu cRent msnwagement system (BIM 360)
,.
InGGrnerate all addenda into the GGntra Gt dGGUments and issue GGnfermort cote
After the hint opening' CN%`INEER ` 4�o E,full 39t&-Gf p}lanai .hat size
siz�GT.7
and 2 Genies of the GGnfermeDreieet "L-nwd C�+pt +{}g all appra -ed
addenda,
• The preieGt will he hint Gnly Gn Ge and awa Fded tG Gne Gentra GtGr
• (;E)R CtrHGtiGn ydGGl Fnents Will only he made available en the Gity's dE)Gument
management system (BIM 3rag) for plan h
• GeRStrUGtiGn ydGGUments Will not he printed hey the JTY and made available fe
pUrehase by plan helrters anrt/er given to plan iing rGGms
• /DRRDF and
IM n 11CAD files will he u pleaded to the (�`k, rtGG m�.nt mcnIa
T�cT
DELIVERABLES
A. AddeRda
B. B+d tabulatigfrs
G. ReG+nomm aatien of award
D. GenStrUGtien dE)GUments (GGnfGrn eyd)
E. CF Data Spreadsheet
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 14 of 27
Page 14 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH,
Ir-
TACK R CONSTRUCTION PHASE SERVICES.
ICCR Will support the constn icti a of the preiec4 as fellow
ENGINEER � an phaa
6.1.
Genstn action &,jppqft
• Th�GINCCR ohall attend the pre _concctrUc+in�n� cenference
After the prp_nn�u� cenference the ENGINEER ,r..hvll provide nrninn+
���Zcr pre " rnti rti rTcc,�rrc-terra � � . .
exhibits and attend one (9) public mooting to help anplsin the
r 'd onto. Ths—CITY ohall o8lect a suitable loca+inn er media and mail ni
otn
es
the nearby residents and ether stakeholders.
• The Cnl1CCP ohall attend monthly or bi_weekly constniction progress meetings
during the dulratien anutru3tien. The ENGINEER W
ill prepare or GGIlaborate
witvvrm- he UTY PAn on a Construction Progress Report using the CITY'`) `Jtan
farms: an ant management system (BIM 36G)
• The ENGINEER will prepare a Gonotm3ti9n-Sammani at+an Plan detailing the
procedure for nammanieating between the Project Delivery Team members and
the Gentrantors
• The ENGINEER Will meet with concerned c't'z3n3 ac needed
the —CITY PnI-.
• The ENI(�INICCR r 1
.�" ..rda,l review igu, aampl9s- and -etf}ar 3ubmittala
submitted by the contractor for general conformance with the design concepts and
general a m p I i s nce with the requirements of the nonrtra ct for cons-trant,ienr Qach
rev ew shall not relieve the Contractor from its responoibility for performance in
ascendance with the centrac4 for construction, i inor is sch review a guorunte
:J
the work eeveredbythe ;e ego, oamples and oubmittalo is free of errors
i nnensistemies _r _missions The CNIGINICCP shall Ion an track all chap
drawingo, tramples .,nd-etnar usbmittalo in the Gity's Feel mont managernen
system (BIM 360)
• As requested by the CITY the ENGINEER &.ell pynxiirin necessary into rn rntatinns
and clarifications of n3ntr33t'Ioc"ments respenrd to Request fer Information /PCI\
frem the contractor, greview chane endersandanmake recommeprdationo as to the
of the wort ThCr_ will meet with the Project Delivery
ac�aptwbilit�� n �NI�I��" ICCR . �
Team and Contractor on site to review any field changes
• Th�GINCCR Will coordinate with other TPW rd'yosinns and other departments
as neGessary.
The CNIG CCR + "Final" gieci walk three ugh ancd t
-�o,l`I�" , vdsll �tend�#a , msl" pr ., a�.��. w+th
final punch list.
6.2 Pacorrd Drawings
The pie ENGINEER ohall prefrom information provided by4he
pare record drawings
CITY depicting any changes made to tho Cinul Drawings during construction.
Information pFevided by the CITY may inGludo, ba` iu net limited to the fellowinn•
e--,"\u QaiIt ✓jrvey
City of Fort Worth, Texas Page 15 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 15 of 27 CPN 101585
FORT WORTH,
Ir-
The CAICINJEER Tall m9d+fy tho Final Drawings olon+rnninall„ and ohs'll plate a
stamp on_ mho plano indicating that they represent Record Drawings of the project
as constructed. Th sinner) and dater) by the ENI(� ICCR
o otamp ohsll b„a IN��• ,and
shall bepla6edoneaeh plan sheet, whether there are an�i repiis- Tthe sheet
or not. Each she,hwl cl dearly indine+e all changes which apply -to that oheet-by
GlOuding and numbering, or sr means.
The following rlisclai iff ohcll to innli inert with the Record Drawing otcmp..
Those Record Drawings were prepared using information
provided by others and represent the as constrninterJ
cono inns to the e*tent that documented changes were
providedfor recording. The ENGINEER assumes no liability
for undocumented changes and nnrtifins onl,r that the
documented chancres are accurately depicted on these
drawings.
Th�GINEER Tall oubmit a oat nf� l Final modified and
,
stamped as Record Drawings, IIin Adobe Acrobat DC format (version 6.0 o
higher) and in DWF format. The EN6-lN66P, mo,, keep copies f o+he
information provided by the CITY for their filoo but all original red lined drawings
shall he returned to the CITY with the digital files
0 The e 3hc11 he one (1 ) PDF file and one (1) DWF file for the TPW plan set and a
separate Rf1C and DWF file for the Watc+r plan cetz Of required. Each Rcn-PDF and
DWF file shall contain all associated sheets of the par+ioular plan oat. Sinciular
PIac and VWF fig --riles for each sheet of a plan se will not be aceeacedd.
and DWF-fk,,3 Jh.iO senform to naming .
1• TPW file name example "W-1056_or947 nrl,� _Pdf" cohere "W/-1956" io the
assigner) file number obtained from the VTY " org" designating the file is
of an eriginsl plan oet,—"47" ahall be the otal number of sheoto in this file.
Example: \A/_( 053 erg2 prdf and I.!_( 320 orgF prdf
II W and Sewer file name example"" 3566.7 or 36 nrlf" where %
rr.Tn��[tttC� aVlfcrTrrcTrcrrrrc-c�campT avvv-r—_vr�vv��va-rrTi�c
3566,7" is the assigned filo number ebtained from the CITY, "_aW
designating the file is of an original plsn oat, "3" ohall be -the -total ms mbrT-o#
sheets On this file
Example: Y_127FF org18prlf
Both DIIC and IlW files srn. ll be i iplearlert +e the pmjec+'s Recnrd thawing felyder
in the City's deci,munt mcnannmen+ system (RIBA 360)
For 'nformat'on on or mannerto oubmit filos-and-te-obtain a file number for
the project the EN r_ ICCR
IN��• . olhould GOordinate with the Gity projeot m/anan^gcrTric
numbers Wit not be issued to a project ,finless the appropriate project numb
City of Fort Worth, Texas Page 16 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 16 of 27 CPN 101585
FORT WORTH
fund Gedes have been assigned anrd are in the nonartrnep o arttinn nrd Tranopra�
P ublin Werks �1.ri,—I, � -,
ASSUMPTIONS
• One (1 ) P ublin MeetipS iG 1U -mom
• YYY (X) site visits aFC IR\aGV,m94-.
�X) RFI'a am ciumad
YYY (X) Change (irde f we amume4-.
DELIVERABLES
A. Publicmeeting exhibits
B. GE)R6trUntiE)n GE)MM Ininatinn Plc-n
i�eSPORse to (inn t fer lnfGrFn ]tk)
o--rc.�pvrr�c—c��rt� Ete�-S—I�e��
D. Review of GhaRge Orders
E. Review of chep rlrn in`rc
F. Final doh ! iat items
G. ReE nn digital f-rn format
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 17 of 27
Page 17 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH.
Ir-
ENGINEER
per scoping direction and guidance from the CITV'o Project I\/lanager
7.1. Right _nf_Way Research
The ENGINEER shall determine rights _of_way and easement needs for
construction of the project. Requ'Fed tempeFary and permanent easements w;;;
be identified based en ava'lable onfermatmen and reGemmendatmens will be made
for approval by the CITY
7.2. Right _of_Way/Easement Preparation and ✓jbmlttal.
• The EN GINIEE&. II r/,apare dOG iments to he used to obtain right
permanent and/or temporary easements required to construct the improvements.
• The EN GINIEE&. r-ll QOW and Easement parcel reference map
showing and designer+ir,g sll land interest r project. Tho map ohall be revised
necessary throughout ,+ the land acquisition process
• The documentation ohall bs provided in conformance with the checklists and
templates available on the Git y's dnc,,mant management system (BIM 360\
Project Resources folder.
7.2. Tvmnnrary Right of Entry Preparation and ✓.abmittal
Prior to constructionthe ENGINEER ohould coordinate with the City project
,
manager to identify all needed Temporary Right of Entries from landowners It is
assumed that letters will only he 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 ohall be provided in conformance with the checklists and
templates available on the Cit y's doceimant management system (BIM 360-)
Project Resources folder.
ASSUMPTIONS
current Internet based Tarrant Appra aal Jiotri^t /TAfl\ information available athe start of the pFojeGt and available on ground property information
rods,fepn es etc.). I+ dons not innli ,dn effort for chain of title rnsnarnh
,zzo, 3�alc ,
records, �ytakings, right_of_waeasement vacations and abandonments right of
,
way vacations, and street closures,
DELIVERABLIES
A YYY /Y1 Easement oj(hlbito and meets and bounds provided en GITV forms
DR RQVV and Easement parcel map I
v�YY�T�J Right of Entry GGver letters
D. VVV /V\ Temporary Right of Entry deci,rnents
City of Fort Worth, Texas Page 18 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 18 of 27 CPN 101585
FORT WORTH,,
TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES.
ENGINEER will provide survey support as follows.
8.1. Additional design survey: 400 LF along the westbound and eastbound frontage
roads.
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.
— 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
• The documentation shall be provided in conformance with the checklists and
templates available on the City's document management system resources
folder.
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
City of Fort Worth, Texas Page 19 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 19 of 27 CPN 101585
FORT WORTH
• 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.
Qualitv Level C (includes tasks as described for Qualitv 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.
• 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 Qualitv Level C)
City of Fort Worth, Texas Page 20 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 20 of 27 CPN 101585
FORT WORTH,,
• 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 five (5) Level A test holes are included.
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.
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 21 of 27
Page 21 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH.
Ir-
TASK o. PERMITTING.
ENGINEER . Will obtain any and all agreements
and/or ormito normally required for a pro ect of thio Ji'o and t,pe, as folln�e,c.
9. 1Texas_Dpggftm t-Gf Tronopor+n+inn (TxDOT) Permit
Meet, negotiate and coordinate to obtain approval of the agency issi ling, the
agreement and/or permits
Completing all ferns/applications necessary.
✓jbmitting forms/applications for JTY and TxD(lT re"i-
✓jbmitting revised forms for agency re"i eye,
Responding +e agency, ce Fn meats and requests
Q . 2 Psiro ad Perrnj+
�,--�rR
none+ negotiate and coordinate to obtain approval of the annnn" issi ,inn the
agreement and/or permits
Completing all forms/applications necessary.
✓jbmitting forms/applications for CITY revie n,
✓jbmittinn revised forms for agen n, re„ie n,
Responding to agency comments and requests
9.3 Texas Department of Licensing and Regulation (Till R)
* iden-tify and analyze the requirements of the Texas Architectural Barriers Act
Chapter 68Texas Administrative Cooaeaand beGnome familiar with the
govern ntal niu`horities having jurisdiction to approve the design of the Project
-EaIRSGP, is r plsno that areOn compliance wth TAR
rani ijre ients. + ✓jbmit senstn uc+jen dnc,,men+s to tho TAR
• Gernple+ing all Tb<R forms/applinatiens necessan,
•Obtain the Not,�otice o ✓ibotantial rl..omplisnoe from tho TPLR
at an inopeGtien-from TS! P or a TLN-R Incally approved Pegiste rod
Aeec , Aility Specialist no la+or than 29 calendar days after construction
�b�wntial o^mpin+inn Ad"isn the CITY in",ri+inn of the rnsi,I+s of the inspnc+inn
• Responding +e agency comments and requests
All e\+o nLN-,ncia�+ee"th TS`R plan review and inspentinns are +e he paid h", +he
ENGINEER during the course of the project
0'1 Storm Water Pollution Prevention Plan
City of Fort Worth, Texas Page 22 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 22 of 27 CPN 101585
FORT WORTH.
Ir-
For -prejeoto that dioturb an area than one (1) ace, the Contractor will be
responsible for preparing and oubmitting the Sterm Water Pollution Prevent'nn
Plan /C\A/RRR1 ,^pith approprp,-late-regulatory agencies. The Engineer �p�pp,are
the 'SWM Construction Plan according to the current CITY iSKU Criteria Manua
for Site Development and Construction which will be incorporated into the
SVVPPD by the contractor.
Q,F- Environmental Services [nroWde a detailed scone if US Army Corn of Eng.', rs
C'ection 404 Nationwide Permit er i444dunl Hermit is requit*- ^
Negotiating and coordinating +e obtain approval of the agent„ issi iin9 the
agreement and/or permits
Completing all forms/applications necessary.
t ✓jbmitting forms/applications for CITY re„ie,n,
✓jbmitting revised forms for agent„
Responding to agency comments and requests
O.�dplain ..6 Floe Qerces
�„iu
ranee+ negotiate and coordinate to obtain approval of the anent„ issi ,ing the
agreement and/or permits
Completing all forms/applications necessary.
✓jbmitting forms/applications for CITY re„ie,n,
✓jbmitting revised forms for agenc,v
Responding to agency comments and requests
9.7 Tree Removal PemaA
�ENGINEER ahall coordinate with the City Forester in the Park and Recreation
Department submit and obtain approval of a Tree Removal Permit when
required-.
_ENGINEER mall prepare all necessan, formo and oubmit thraugh Aeeela along
with required documentation.
� ENGINEER -"hall respond
corr,ments and obtain approval of a Grading Permit
0 Pormit preparation opt��al u
DELIVERABLES
A Copies of Permit Applications
B. Copies of Approved Permits
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 23 of 27
Page 23 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH,
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
"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
City of Fort Worth, Texas Page 24 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 24 of 27 CPN 101585
FORT WORTH,,
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
Attachment A
Release Date: 07.22.2021
Page 25 of 27
Page 25 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
FORT WORTH,,
TASK 10. PLAN SUBMITTAL CHECKLISTS
Engineer shall complete and submit Plan Submittal Checklists in accordance with the
following table:
PLAN SUBMITTAL CHECKLIST REQUIREMENTS
Street
Water
Traffic Traffic
Traffic
Traffic
Storm
"A"
Storm Lights
Traffic
/Sewer
Control Control
Control
Attachment Signal
Water
Water (Submit
Engineering
(Submit
30% 60%
90%
Type (Submit All
30%
60% All
(Submit All
All @
@ 30%)
30%%
@ 60%)
60%)
Required for all work
in City
ROW
Street X X
X X
X. X
X X
X
Storm Water X
X
X X
X
Water / Sewer
X
X X
X
*If included in street project
City of Fort Worth, Texas Page 26 of 27
Attachment A
Release Date: 07.22.2021 NW Loop 820 at Marine Creek Parkway Intersection Improvements
Page 26 of 27 CPN 101585
FORT WORTH,
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
Additional Services not included in the existina 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
• 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 to support, prepare, document, bring, defend, or assist in litigation
undertaken or defended by the CITY.
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY.
City of Fort Worth, Texas
Attachment A
Release Date: 07.22.2021
Page 27 of 27
Page 27 of 27
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
ATTACHMENT B
COMPENSATION
Design Services for
NW Loop 820 & Marine Creek Parkway Intersection Improvements
City Project No. 101585
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
Cateaory Rate for the ENGINEER's team member performing the work.
Labor Cateaory 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
2024 Rate
($/hour)
Project Director
$280
Senior Project Manager
$260
Project Manager
$220
Project Engineer IV
$185
Analyst III
$165
Analyst II
$155
Analyst 1
$145
Admin
$105
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.
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 1 of 4
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
B-1
ATTACHMENT B
COMPENSATION
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.
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.
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 2 of 4
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
IV. Summary of Total Project Fees
Firm
Kimley-Horn and Associates, Inc.
Proposed MWBE Sub -Consultants
The Rios Group
Non-MWBE Consultants
Spooner and Associates, Inc.
Gram Traffic Counts
ATTACHMENT B
COMPENSATION
Primary Responsibility Fee Amount %
Engineering Services $136,670.00 87.7%
Subsurface Utility $12,000.00 7.7%
Exploration
Topographic Survey $5,800 3.7%
Traffic Counts $1400 0.9%
TOTAL $155,870.00 100%
Project Number & Name Total Fee MWBE Fee MWBE %
NW Loop 820 at Marine Creek Pkwy $155,870.00 $12,000 7.7%
Intersection Improvements, CPN
101585
City MWBE Goal (Amendment 2) = 15.0% Consultant Committed Goal (Amendment 2) = 7.7%
City MWBE Overall Goal = 16.34% Consultant Committed Overall Goal = 16.34%
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 3 of 4
NW Loop 820 at Marine Creek Parkway Intersection Improvements
CPN 101585
B-3
EXHIBIT "13-1"
ENGINEER INVOICE
(Supplement to Attachment B)
City of Fort Worth, Texas NW Loop 820 at Marine Creek Parkway Intersection Improvements
Attachment B CPN 101585
Revised Date: 12/9/2022
Page 4 of 4
C d
Task No. Task Description
1.0
Project Management - Ph 2 (9 months)
1.1
Managing the Team
1.1.1
Internal Team Meetings (18)
1.2
Communications and Reporting
Monthly Project Update Meetings,
1.2.1
Agendas and Notes (9)
1.2.2
Field Meetings (2)
1.2.3
City Plan Review Meetings (60,90)
1.2.4
TxDOT Review Meetings (5)
1.2.5
Meeting Prep agenda's and notes
Prepare Monthly Progress Reports with
1.2.6
Schedule
1.2.7
Prepare Monthly MBE/SBE Reports
1.2.8
Invoicing
Risk Register, Communication Plan,
1.2.9
Stakeholder Register
1.3
Public Meetings
1.3.1
60% Public Meeting
1.3.2
Pre -Construction Public Meeting
�I
2.0
Schematic - Phase 2
2.1
Final Schematic
2.1.1
OPCC, Checklist and Forms
2.1.2
Submittal
2.2
Traffic Study Updates
2.2.1
Additional Counts and Updates
2.2.2
Safety Analysis
2.2.3
TPP Volumes (not included)
2.2.4
Submittal
3.0
30 % PS&E - NOT INCLUDED
4.0
Preliminary Design - Ph 2 (60 Percent)
4.1
Preliminary Design Drawings
4.1.1
Cover, Index, Project Control, Quantity
Summary, ROW
4.1.2
SUE Sheets
4.1.3
Removals
4.1.4
Typical Sections
4.1.5
Paving Sheets
4.1.6
Pavement Markings and Signage
4.1.7
Drainage Area Map and Runoff Calcs
4.1.8
Storm Drain Sheets and Erosion Control
4.1.9
Existing Conditions - Traffic Signal
4.1.10
Traffic Signal Sheets
4.1.11
Illumination Sheets
4.1.12
Traffic Control Sheets
4.1.13
Details
4.2
Constructability Review
4.3
Utility Clearance Coordination
4.4
Utility Conflict Matrix
4.5
Project Decision Log
4.6
Construction Estimate and Quantity Sheets
Geotech Pavement Recommendation
4.7
Update
City of Fort Worth,
Texas
Attachment B -
Level of Effort Supplement
PMO Official Release Date: 8.09.2012
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
Marine Creek Parkway at IH 820 Frontage Roads Intersection Improvements - Amendment #2
City Project No. 101585
Labor (hours) Expense
Project Senior Project Project Total Expense
Director Project Manager Engineer EIT Admin Total Labor Cost Subconsultant Travel Reproduction Cost Task Sub Total
Engineer
$2801 S260 $220 $1851 S155 $105 MWBE I Non-MWBE
91
91
91
9
9 9
4 4 4 4
4 4 4 4
10 10 10 10
2 4 2 18
9
4
4
1
5 10 20
5 10 20
2 0 51 0 115
15 75
4 4
2 2
10 10
8 12
2 10 10
2 2
0 0
0
0
0
4
4
2
4
2
20
2
12
4
24
2 6
15
6
6
6
6
4
24
4
20
4
18
2 6
6
4
15
6
6 12
4
10
2
4
2
2
2
2 4
2
$1,400
$100
$1,000
$0
1 of 2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
Marine Creek Parkway at IH 820 Frontage Roads Intersection Improvements - Amendment #2
City Project No. 101585
Task Description Project
Task No.
Director
Senior
Project
Engineer
Labor
project
Manager
(hours)
Project
Engineer
EIT
Admin
Total Labor Cost
$2,1201
Expense
Subconsultant
Travel Reproduction
MWBE Non-MWBE
Total Expense
Cost
$0
Task Sub Total
$2,120
Rate $280
4.8 60% Submittal
$260
$220
$185
$155
$105
4
8
5.0
Final Design - Phase 2
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
6.0
Bid Phase
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
7.0
Construction Phase Services - Phase 2
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
8.0
8.1
8.2
Survey & SUE
Topo Survey
Level B and A SUE (5 Testholes)
0
0
2
0
2
0
$750
$12,000
$5,800
$0
$0
$17,800
$18,550
2
2
2
1 2
$750
$12,0001
$5,800
1
1
$5,800
$6,550
1 $7501
$12,000
$12,750
9.0 JPermitting - Phase 2
0
01
01
01
01
01
$0
$0
$0
$0
$0
$0
$0
10.0 1QC1QA - Phase 2
0
0
01
01
01
0
$0
$0
$0
$0
$0
$0
$0
o a s
53,950
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
PMO Official Release Date: 8.09.2012
Protect Summary
Total Hours
732
Total Labor
$132,660.00
Total Expense
$21,300.00
MBE/SBE Subconsultant
$12,000.00
Non-MBE/SBE Subconsultanf
$7,200
10% Sub Markup
$1,920
MBE/SBE Participation
7.7
Total Project Cost
$155,870.00
2of2
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 06/11/24 M&C FILE NUMBER: M&C 24-0481
LOG NAME: 2024NW LOOP 820 & MARINE CREEK PKWY ENG AMEND NO 2
SUBJECT
(CD 2) Authorize Execution of Amendment No. 2 in an Amount Not to Exceed $155,870.00 to an Engineering Services Agreement with Kimley-
Horn and Associates, Inc. for the Intersection Improvements at North West Loop 820 and Marine Creek Parkway Project for a Revised Contract
Amount of $1,287,870.00
RECOMMENDATION:
It is recommended that the City Council authorize execution of Amendment No. 2 in an amount not to exceed $155,870.00 to City Secretary
Contract Number 51189 with Kimley-Horn and Associates, Inc., thereby increasing the contract amount to $1,287,870.00 for the intersection
improvements at North West Loop 820 and Marine Creek Parkway (City Project No. 101585).
DISCUSSION:
Funds for the intersection improvements at NW Loop 820 and Marine Creek Parkway project were approved as part of the 2018 Bond Program.
An Engineering Services Agreement with Kimley-Horn and Associates, Inc., City Secretary Contract No. 51189, was authorized for the design of
the project in 2018 with Mayor and Council Communication (M&C) C-28764. Amendment No. 1 to the Engineering Services Agreement was
approved in 2020 with M&C 20-0954 and authorized modifying the scope of the project and splitting it into two phases: phase 1 to be completed
with City of Fort Worth Bond Funds and phase 2 to be partially funded with Federal Grant Funds. Construction of phase 1 of the project has been
completed. Phase 2 is currently in design and is anticipated to start construction in the fall of 2025.
The scope of work for phase 2 consists of the design and construction of left turn lanes in Marine Creek Parkway in the north and south directions
under Loop 820. The configuration of the left turn lanes was the subject of multiple submittals to Texas Department of Transportation (TxDOT)
between 2018 and 2023. TxDOT's review, comment, and revision requests for these packages caused extensive additional studies, engineering
analysis, and plan revisions by Kimley-Horn's design team. This Amendment No. 2 is required to pay for theses multiple additional design
package submittals to TxDOT prior to finally obtaining approval of the turn lane geometry this year.
The following table summarizes previous contract actions and amendments:
M&C
Initial Contract
Amendment No.1
Amendment No. 2
Contract Total
Amount Justification Authority Date
$432,000.00 Initial contract to develop M&C: C-28764 06/26/2018
construction documents
700,000.00 Modify scope and split M&C: 20-0954 12/15/2020
project into two phases
155,870.00 Prepare multiple
additional submittals to
obtain approval of turn
lane geometry
$1,287,870.00
This M&C TBD
The following table summarizes the funding for the project.
Fund Existing Funding Additional Funding Project Total
30100 - General Capital $1,000,000.00 $0.00 $1,000,000.00
Projects Fund
39001 - 2007 Critical 1,196,851.90 0.00 1,196,851.90
Capital Projects Fund
34018 - 2018 Bond 2,080,000.00 0.00 2,080,000.00
Program Fund
Total $4,276,851.90 $0.00 $4,276,851.90
Funding is budgeted in the 2018 Bond Fund in the Transportation & Public Works Department for the purpose of funding the intersection
improvements at NW Loop 820 and Marine Creek Parkway project (City Project No. 101585).
DVIN-BE Office:
Kimley-Horn and Associates, Inc. agrees to maintain the initial SBE commitment of 15% that it made in the original contract and extend and
maintain that same SBE commitment of 15% to all prior amendments up to and inclusive of this No. 2. Therefore, Kimley-Horn and Associates, Inc.
remains in compliance with the City's BIDE Ordinance and attests to this commitment by its signature on the Acceptance of Previous SBE
Commitment form executed by an authorized representative of its company.
The project is located in COUNCIL DISTRICT 2.
[a&L*0M1,1101Vky,/_Ad0Is] . File] 4Z"[aKI Ism,
The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2018 Bond Program Fund
for the NW Loop 820 & Marine Creek Pkw project to support the above recommendation and execution of the amendment. Prior to any
expenditure being incurred, the Transportation and Public Works Department has the responsibility to validate the availability of funds.
Submitted for Citv Manaaer's Office bv: Jesica McEachern 5804
Oriainatina Business Unit Head: Lauren Prieur 6035
Additional Information Contact: Monty Hall 8662
101585-EPAM-Amendment #2,
Improvements at Loop 820 and
Parkway
Final Audit Report
Created: 2024-08-16
By: Andrea Munoz (Andrea.Munoz@fortworthtexas.gov)
Status: Signed
Transaction ID: CBJCHBCAABAAvFfnTYc3Ee20yOynlbuWW8g9Osmrzhrl
Intersection
Marine Creek
2024-08-19
"101585-EPAM-Amendment #2, Intersection Improvements at L
oop 820 and Marine Creek Parkway" History
Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov)
2024-08-16 - 11:50:34 PM GMT- IP address: 204.10.90.100
Document emailed to Alexandra Ripley (alexandra.ripley@fortworthtexas.gov) for filling
2024-08-16 - 11:53:02 PM GMT
Document emailed to Scott Arnold (scott.arnold@kimley-horn.com) for signature
2024-08-16 - 11:53:02 PM GMT
Email viewed by Scott Arnold (scott.arnold@kimley-horn.com)
2024-08-16 - 11:59:03 PM GMT- IP address: 47.161.42.109
. Document e-signed by Scott Arnold (scott.arnold@kimley-horn.com)
Signature Date: 2024-08-18 - 5:54:54 PM GMT - Time Source: server- IP address: 130.41.174.195
;'j Email viewed by Alexandra Ripley (alexandra.ripley@fortworthtexas.gov)
2024-08-19 - 1:42:13 PM GMT- IP address: 204.10.90.100
f,. Form filled by Alexandra Ripley(aexandra.ripley@fortworthtexas.gov)
Form filling Date: 2024-08-19 - 1:43:11 PM GMT - Time Source: server- IP address: 204.10.90.100
Agreement completed.
2024-08-19 - 1:43:11 PM GMT
FoRTWORTH, I P—e'b'
Adobe
Acrobat Sign
FORT WORTH.
Routing and Transmittal Slip
Transportation & Public Works
Department
DOCUMENT TITLE: AMENDMENT #2, INTERSECTION IMPROVEMENTS AT
LOOP 820 AND MARINE CREEK PARKWAY
M&C: 24-0481 CPN: 101585 CSO: 51189 DOC#: I
Date: 8/07/2024
To: Name Department Initials Date Out
1. Alex Ripley
TPW - initial
'I, AP Aug 19, 2024
2. Scott Arnold
KHA-Signature
Is H� Aug 18, 2024
3. Iskal Shrestha
TPW - initial
Apnwi v;a Ag;lnfi m• 1339
4. Chad Allen
TPW -initial
5. Lissette Acevedo
TPW -initial
6. TPW AD, Patricia Wadsack
TPW - initial
7. Lauren Prieur
TPW - initial
8. Doug Black
Legal - signature
Sep 5, 2024
9. Jesica McEachern
CMO - signature
im Sep 12, 2024
10. Jannette Goodall
CSO - signature
7 Sep 12, 2024
11. TPW Contracts
TPW
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,
David 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: TPWContractsaFortWorthTexas.izov at ext. 7233 or 8363, for pick up when
completed. Thank you!
Updated 06.21.2023 mdhm