HomeMy WebLinkAboutContract 46286-A1 F
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AMENDMENT No.1
AUG 17 2016 Q
1rlOfFouWbYTH TO CITY SECRETARY CONTRACT No . l f J C� —
C1T'(SEGREfAA
WHEREAS, the City of Fort Worth (CITY) and Freese and Nichol;, Inc. ,
(ENGINEER) made and entered into City Secretary Contract No. 46286, (the
CONTRACT) which was authorized by M&C C-27099 on the 2nd day of December,
2014 in the amount of $1, 300, 000 . 00; and
WHEREAS, the CONTRACT involves engineering services for the
following project :
Montgomery Street from Camp Bowie Boulevard to IH-30; and
WHEREAS, it has become necessary to execute Amendment No. 1 to the
CONTRACT to include an increased scope of work and revised fee .
NOW THEREFORE, CITY and ENGINEER, acting herein by and throucfh 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 a proposal dated March 28, 2016, a copy
of which is attached hereto and incorporated herein. The cost to City
for the additional design services to be performed by Engineer totals
$449, 559 . 00 . (See Attached Funding Breakdown Sheet, Page -3-) .
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, 749, 559 . 00 .
3 .
All other provisions of the Contract, which are not expressly
rih,of Fort Worth
Professional Services Agreement Amendment Template IrFT.CIAL RECOR
PMO Official Release 81112012 SECRETARY
Page 1 of 3
WORTH, TX
herein, shall remain in full force and effect .
EXECUTED and EFFECTIVE as of the date last written by a signatory,
below.
APPROVED:
City of Fort Worth ENGINEER
Freese and Nichols, Inc.
5 Chapa Chris Bosco, P.E.
Assistant City Manager Principal
DATE: �'�� DATE: !f/s. �
APPRO L RECOMMENDED:
Douglas a. Wiersig, P.W.
Director, Transportation and Public Works Department
APPROVED AS TO FORM AND LEGALITY: M&C: C-27805
Date : 6-28-16
Douglas W. Black 24tj' Zfpy
Assistant City Attorney
ATTEST:
ja3!y J. Kayser
City Secretary -` "
OFFICIAL RECORD
City of Fort Worth CITY SECRETARY
Professional Services Agreement Amendment Template FT, WORTH,TX
PMO Official Release 8/1/2012
Page 2 of 3
r '
FUNDING BREAKDOWN SHEET
City Secretary No. 46286-A1
Amendment No. 1
Department Fund - Dept. - Account - Project - Activity - Year - Reference Amount
TPW 59651 - 0200431 - 4905420 - CO2432 - CO2830 - 2016 -
$249, 559.00
14010199
TPW 52002 - 0200431 - 4905420 - CO2432 - CO2830 - 2016 - $200, 000.00
14010199
Total: ; $449,559.00
City of Fort Worth
Professional Services Agreement Amendment Template
PMO Official Release 8/1/2012
Page 3 of 3
J-
i fII�
rFREESE
M JUICHOLS ,
4055 International Plaza,Suite 200 Fort Worth,Texas 76109 • 817-735-7300 • fax 817-735-7492 www.freese.com
March 28,2016
Mr.Michael Weiss,P.E.
Transportation Public Works Department
City of Fort Worth
1000 Throckmorton St.
Fort Worth,TX 76102
RE: Task Order No. 3—Montgomery Street from I-30 to Camp Bowie(Project No.02432)
Dear Mr.Weiss:
Please find attached, for your review, our scope of services and level of effort spreadsheet for Task Order
No. 3 for additional drainage design services and construction phase services for the Montgomery Street
project. We propose to complete the scope of services for a fee of $533,080.00. We appreciate this
opportunity to provide engineering design services for the City of Fort Worth. If additional information or
clarification is desired,please do not hesitate to contact me at 817-735-7431.
Sincerely,
FREESE AND NICHOLS,INC.
Chris Bosco,P.E.
Principal
Attachment:
Attachments A&B
Level of Effort
� , s
ATTACHMENT "A"
Scope for Engineering Design Related Services for Storm Water Improvements Projects
The scope set forth herein defines the work to be performed by the ENGINEER in
completing Task Order No. 3 for project. Both the CITY and ENGINEER have attempted to
clearly define the work to be performed and address the needs of the Project although
portions of the design are currently being determined via a separate study contract. Under
this scope, "ENGINEER" is expanded to include any sub-consultant, including surveyor,
employed or contracted by the ENGINEER.
OBJECTIVE
The objective of the task order is to design an extension of the storm drain for the Eastern
Arlington Heights Watershed to the west from the existing storm drain at the intersection of
Bryce Avenue and Montgomery Street. The size and limits of the drainage improvements is
being developed as part of a separate contract currently underway. This scope assumes
that the improvement will consist of 1650 linear feet of double barrel box culvert along Bryce
Avenue to Dorothy Lane including up to 5 special junction structures. The scope includes
reconstruction of Bryce Avenue for 1300 linear feet. In addition, this scope includes design
for the relocation of up to 500 linear feet of water and sewer lines. In addition, this task
order will provide project management support for the construction phase of the
Montgomery Street Improvements project(from 1-30 to Camp Bowie Boulevard).
WORK TO BE PERFORMED
Eastern Arlington Heights Drainage Improvements:
Task 1. Design Management
Task 2. Conceptual Design (Not included — conceptual design will be developed in
separate study contract)
Task 3. Preliminary Design
Task 4. Final Design
Task 5. Bid Phase Services
Task 6. Construction Phase Services
Task 7. ROW/Easement Services
Task 8. Survey Services
Task 9. Permitting
Task 10. Plan Submittal Checklists
Montgomery Street Improvements:
Task 11. Construction Phase Assistance (Montgomery Street)
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.
City of Fort Worth,Texas
Attachment,
PMO Release Date:07/23/2012
Page 1 of 22
1.1. Managing the Team
• Lead, manage and direct design team activities
• Ensure quality control is practiced in performance of the work
• Communicate internally among team members
• Task and allocate team resources
1.2. Communications and Reporting
• Attend a pre-design project kickoff/chartering meeting with CITY staff to confirm and
clarify scope, understand CITY objectives, and ensure economical and functional
designs that meet CITY requirements.
• Conduct and document project meetings with CITY Project Manager (up to 4).
• Conduct review meetings with the CITY at the end of each design phase.
• Prepare invoices, in accordance with Attachment B to this Standard Agreement and
submit monthly in the format requested by the CITY.
• Prepare and submit monthly progress reports in the format provided by the respective
CITY 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 and according to the City of Fort Worth's Schedule Guidance Document.
• 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
• Up to 4 project meetings are included in this scope of services
• 2 submittal review meetings are included in this scope of services
DELIVERABLES
A. Meeting summaries with action items
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 2 of 18
B. Monthly invoices
C. Monthly progress reports
D. Baseline design schedule
E. Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes
F. Monthly M/WBE Report Form and Final Summary Payment Report Form
G. Plan Submittal Checklists (See Task 10)
TASK 3. PRELIMINARY DESIGN (60 PERCENT).
Preliminary plans shall be submitted to CITY per the approved Project Schedule.
ENGINEER will develop the preliminary design of the infrastructure as follows.
3.1. Subsurface Utility Engineering
Provide Subsurface Utility Engineering (SUE) to Quality Level A, as described below.
The SUE shall be performed in accordance with CI/ASCE 38-02.
Quality Level D
• Conduct appropriate investigations (e.g., owner records, County/CITY records,
personal interviews, visual inspections, etc.), to help identify utility owners that
may have facilities within the project limits or that may be affected by the project.
• Collect applicable records (e.g., utility owner base maps, "as built' or record
drawings, permit records, field notes, geographic information system data, oral
histories, etc.) on the existence and approximate location of existing involved
utilities.
• Review records for: evidence or indication of additional available records;
duplicate or conflicting information; need for clarification.
• Develop SUE plan sheets and transfer information on all involved utilities to
appropriate design plan sheets, electronic files, and/or other documents as
required. Exercise professional judgment to resolve conflicting information. For
information depicted, indicate: utility type and ownership; date of depiction;
quality level(s); end points of any utility data; line status (e.g., active, abandoned,
out of service); line size and condition; number of jointly buried cables; and
encasement.
Quality Level C (includes tasks as described for Quality Level D)
• Identify surface features, from project topographic data and from field
observations, that are surface appurtenances of subsurface utilities.
• Include survey and correlation of aerial or ground-mounted utility facilities in
Quality Level C tasks.
• Survey surface features of subsurface utility facilities or systems.
• 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
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 3 of 18
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 Quality Level C)
• Select and apply appropriate surface geophysical method(s) to search for and
detect subsurface utilities within the project limits, and/or to trace a particular
utility line or system.
• Based on an interpretation of data, mark the indications of utilities on the ground
surface for subsequent survey. Utilize paint or other method acceptable for
marking of lines.
• Unless otherwise directed, mark centerline of single-conduit lines, and outside
edges of multi-conduit systems.
• Resolve differences between designated utilities and utility records and surveyed
appurtenances.
• Recommend additional measures to resolve differences if they still exist.
Recommendations may include additional or different surface geophysical
methods, exploratory excavation, or upgrade to Quality Level A data.
• As an alternative to the physical marking of lines, the ENGINEER may, with
CITY's approval, utilize other means of data collection, storage, retrieval, and
reduction, that enables the correlation of surface geophysical data to the project's
survey control.
Level A
• Expose and locate utilities at specific locations.
• Tie horizontal and vertical location of utility to survey control.
• Provide utility size and configuration.
• Provide paving thickness and type, where applicable.
• Provide general soil type and site conditions and such other pertinent information
as is reasonably ascertainable from each test hole site.
3.2. Development of Preliminary Design Drawings shall include the following:
• Cover Sheet
• Drainage area maps showing proposed improvements with drainage calculations
and hydraulic computations in accordance with the current iSWM Criteria Manual
for Site Development and Construction.
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 4 of 18
• 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).
• Overall project easement layout sheet(s).
• SUE plan drawings.
• Preliminary iSWM Checklist in accordance with the current iSWM Criteria Manual
for Site Development and Construction
• Plan and profile drawings of proposed storm water improvements, including
existing lot layout with property ownership, streets, curb lines, driveways,
medians (if applicable), sidewalks, existing and proposed water and sanitary
sewer mains, existing utilities gathered during the SUE and existing utility
easements within the project limits.
• No less than two bench marks per plan/profile sheet.
• The ENGINEER will prepare standard and special detail sheets that are not
already included in the City's standard details. These may include connection
details between various parts of the project, tunneling details, boring and jacking
details, waterline relocations, details unique to the construction of the project,
trenchless details, and special service lateral reconnections.
• Prepare separate drawings for water and/or sanitary sewer mains including a
overall water and/or sanitary sewer layout sheet and plan and profile drawings.
• Overall project water and/or sanitary sewer layout sheets. The water layout sheet
shall identify the proposed water main improvement/existing water mains in the
vicinity and all water appurtenances along with pressure plane boundaries, water
tanks, pump stations, valves, and fire hydrants. The sewer layout sheet shall
identify the proposed sewer main improvement/existing sewer mains and all
sewer appurtenances in the vicinity.
• Plan and profile sheets which show the following: proposed water and/or sanitary
sewer plan/profile and recommended pipe size, fire hydrants, water service lines
and meter boxes, gate valves, isolation valves, manholes, existing meter
numbers and sizes that are to be replaced, existing sample locations, existing fire
line locations, existing utilities and utility easements, and all pertinent information
needed to construct the project. Legal description (Lot Nos., Block Nos., and
Addition Names) along with property ownership shall be provided on the plan
view.
• The ENGINEER shall make provisions for reconnecting all identifiable water and/or
wastewater service lines which connect directly to any main being replaced,
including replacement of existing service lines within City right-of-way or utility
easement. When the existing alignment of a water and sanitary sewer main or
lateral is changed, provisions will be made in the final plans and/or specifications
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 5 of 18
by the ENGINEER to relocate all service lines which are connected to the existing
main and connect said service lines to the relocated main.
• The following shall be applicable at all locations where it is necessary to relocate or
reroute the existing private sanitary sewer service line due to the abandonment or
realignment of the existing public sanitary sewer lateral or main: The CITY shall
furnish the ENGINEER with a sample format of how the sewer service line
reroute/relocation should be designed and submitted for construction. During
design survey, if a rod can be inserted through the cleanout to the bottom of the
service line, the ENGINEER will obtain the flow line elevation and design the
service line prior to advertising the project for bid. If the service flow line
information cannot be obtained during design survey, the ENGINEER shall delay
the design of the sewer service line until after a Quality Level A Subsurface Utility
Engineering (SUE investigation has been performed). The Level A SUE will be
performed; (1) by the ENGINEER if included in the fee proposal; or(2) by the CITY
prior to bidding if the CITY determines that it is needed for satisfactory completion
of the design; or (3) by the Contractor after the project has been bid, by means of a
bid item to that effect. In all options, the ENGINEER shall propose appropriate de-
hole locations in the project and collect flow line elevation and other applicable
information of the sewer service line. The ENGINEER shall use this information to
provide the design for the sanitary sewer service line to be rerouted or relocated.
• Station equations relating utilities to paving, when appropriate.
• Proposed roadway profile grades and elevations along each curb line; elevations
at all P.V.I.'s; P.I's half stations; high and low points; vertical curve information; and
pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing
ground at the left and right of right-of-way lines shall be shown. Existing found
property corners (e.g. Iron pins) along the existing right-of-way shall be shown on
the plans. Profiles for existing and proposed storm drain mains and laterals shall
be provided.
• Channel plan and profile drawings shall include existing channel centerline,
existing left and right top of channel bank, proposed top of channel backs, and 100
year water surface profile.
• Preliminary roadway and/or channel cross-sections will be developed, from the
survey notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10 foot past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, P.I.'s of intersecting
streets, (minimum distance of 100 foot along cross-street at each P.1.) walks,
retaining walls, etc., will also be provided. Profiles of centerline of driveways will
also be provided where necessary. Scale will be 1" = 20' horizontal and 1" = 2'
vertical. Excavation and embankment volumes and end area computations shall
also be provided.
3.2. Geotechnical Investigation/Pavement Design
• Conduct 3 borings to an average depth of 30 feet. Drilling will occur through
existing pavements within the existing right-of-ways
City of Fort Worth.Texas
Attachment A
PMO Release Date:07/23/2012
Page 6 of 18
• Samples will be collected intermittently using continuous flight augers and either
split-spoon or tube samplers. Rock/rock-like material will be tested insitu using a
TxDOT Cone Penetration Test.
• Groundwater and seepage observations will be made during drilling, at the end of
drilling, and at 10 to 30 minutes after the completion of drilling.
• Provide an engineer or geologist experienced in logging borings to direct the
drilling, log the borings, and handle and transport the samples. Visual
classification of the subsurface stratigraphy shall be provided according to the
Unified Soil Classification System (USCS).
• Testing shall be performed on samples obtained from the borings to determine
soil classification and pertinent engineering properties of the subsurface
materials.
• Laboratory tests will be appropriately assigned for the specific subsurface
materials encountered during exploration, but are expected to include:
classification tests, moisture content, dry unit weight, unconfined compressive
strength, one-dimensional swell
• The ENGINEER shall prepare a detailed geotechnical engineering study and
pavement design in conformance with the City of Fort Worth Pavement Design
Standards Manual, 2005. The study shall include recommendations regarding
utility trenching and identifying existing groundwater elevation at each boring.
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
• After the preliminary plans have been reviewed and approved by the CITY, the
ENGINEER shall prepare project exhibits, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers. The ENGINEER
shall coordinate with CITY GIS staff to identify affected property owners/residents
and develop a spreadsheet listing addresses of those to invite to the public
meeting.
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, 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.
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 7 of 18
f
• The ENGINEER shall upload individual DWF files for each plan sheet of the
approved preliminary plan set to the designated project folder in Buzzsaw for
forwarding to all utility companies which have facilities within the limits of the
project. The DWF files should be created directly from the CAD files as opposed
to PDF files.
3.7 Traffic Control Plan
• Develop a traffic control plan utilizing standard traffic reroute configurations
posted as "Typicals" on the CITY's Buzzsaw website. The typicals need not be
sealed individually, if included in the sealed contract documents.
• Develop supplemental traffic control drawings as needed for review and approval
by the Traffic Division of the Transportation and Public Works Department.
These drawings shall be sealed by a professional engineer registered in the
State of Texas.
ASSUMPTIONS
• All storm water calculations and design shall conform to the current CITY iSWM
Criteria Manual for Site Development and Construction.
• Public meeting will be held concurrently with the Montgomery Street project
Design includes approximately 1650 LF of double barrel box storm drain, 5
special junction structures, 500 LF of waterline, 500 LF of sewer, and 1,300 LF of
road reconstruction.
• Level B SUE will be conducted for City and franchise utilities within the project
limits where feasible
Up to 5 Level A test holes are included in the scope.
• 3 borings at an average bore depth of 30 feet each will be provided.
• Traffic Control "Typicals"will be utilized to the extent possible. It is assumed an
additional 2 project specific traffic control sheets will be developed.
• One (1) PDF copy of the geotechnical report will be delivered to the CITY.
PDF plans will be delivered for Utility Clearance.
• Two (2) full size 22x34 plans will be delivered for Constructability Review.
• Eight (8) half size 11x17 drawings will be delivered for Preliminary Design.
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in Buzzsaw.
• All submitted documents and checklists will also be uploaded to the designated
project folder in Buzzsaw.
• ENGINEER shall not proceed with Final Design activities without written approval
by the CITY of the Preliminary Design plans.
DELIVERABLES
City of Fort Worth,Texas
Attachment A
PMO Refease Date:07/23/2012
Page 8 of 18
A. Preliminary Design drawings
B. Preliminary iSWM Checklist
C. Utility Clearance drawings
D. Geotechnical Report
E. Documentation of key design decisions (Project Decision Log)
F. Estimates of probable construction cost
G. Traffic Control Plans
TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS
(100 PERCENT).
Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as
follows:
• Final draft construction plans and specifications included iSWM Construction Plan shall
be submitted to CITY per the approved Project Schedule.
• Final iSWM Checklist in accordance with the current CITY iSWM Criteria Manual for Site
Development and Construction.
• The ENGINEER shall submit a final design estimate of probable construction cost with
the final design plans submitted. This estimate shall use ONLY standard CITY bid items.
• Following a 90% construction plan review meeting with the CITY, the ENGINEER shall
submit Final Plans (100%) to the CITY per the approved Project Schedule. Each plan
sheet shall be stamped, dated, and signed by the ENGINEER registered in State of
Texas.
ASSUMPTIONS
• All storm water calculations and design shall conform to the current CITY iSWM Criteria
Manual for Site Development and Construction.
• Eight (8) half size 11x17 and two (2) full size 22x34 drawings and one (1) copy of the
specifications will be delivered for the 90% design.
• A DWF file for the 90% Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
• One (1) full size 22x34 drawings and one (1) copy of the specifications will be delivered
for the 100% design.
• A DWF file for the 100% Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
DELIVERABLES
A. 90% construction plans and specifications.
B. 100% construction plans and specifications.
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 9 of 18
C. Final iSWM Checklist
D. Documentation of key design decisions (Project Decision Log).
E. Detailed estimates of probable construction cost for the authorized construction project,
including summaries of bid items and quantities using the CITY's standard bid items and
format.
F. Original cover mylar for the signatures of authorized CITY officials.
TASK 5. BID PHASE SERVICES
ENGINEER will support the City in awarding the project as follows. It is anticipated the
project will be awarded to via a Construction Manager At Risk (CMAR) method.
5.1. Bid Support
• The ENGINEER shall upload all plans and contract documents onto Buzzsaw for
access to potential bidders.
• Contract documents shall be uploaded in a .xIs file.
• Unit Price Proposal documents are to be created utilizing CFW Bidtools only
and combined in a specified spreadsheet workbook, Bid Proposal Worksheet
Template, and will be populated and configured so that all pages are
complete and the Summary Worksheet(s) in the workbook detail and
automatically summarize the totals from the inserted Unit Price Proposal
document worksheets.
• Plan Sets are to be uploaded to Buzzsaw in two formats, .pdf and .dwf files.
The .pdf will consist of one file of the entire plan set. The .dwf will consist of
individual files, one for each plan sheet, and will be numbered and named in
a manner similar to that of the plan set index.
• The ENGINEER will provide technical interpretation of the contract bid
documents and will prepare proposed responses to all bidders questions and
requests, in the form of addenda. The ENGINEER shall upload all approved
addenda onto Buzzsaw and mail addenda to all plan holders.
• When substitution prior to award of contracts is allowed in the contract
documents, the ENGINEER will advise the CITY as to the acceptability of
alternate materials and equipment proposed by bidders.
• Assist the CITY with assembling and awarding contracts for construction,
materials, equipment, and services.
• Incorporate all addenda into the contract documents and issue conformed sets.
5.2 Final Design Drawings
• Final Design Drawings shall be submitted as an Adobe Acrobat PDF format
(version 6.0 or higher) file and DWF format. There shall be one (1) PDF file
and one (1) DWF file (created from CAD application of drawing) for the TPW
plan set and a separate PDF and DWF file for the Water plan set. Each PDF and
DWF file shall be created from the original CAD drawing filess and shall contain
all associated sheets of the particular plan set. Singular PDF and DWF files for
City of Fort Worth,Texas
Attachment A
PMO Refease Date:07/23/2012
Page 10 of 18
each sheet of a plan set will not be accepted. PDF and DWF files shall
conform to naming conventions as follows:
I. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the
assigned file number obtained from the CITY, "_org" designating the file is
of an original plan set, "47" shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example — "X-35667_org36.pdf" where "X-
35667' is the assigned file number obtained from the CITY, "_org"
designating the file is of an original plan set, "36" shall be the total number
of sheets in this file.
Example: X-12755_org18.pdf
Both PDF and DWF files shall be uploaded to the project's Record Drawing folder
in Buzzsaw.
• In addition to the PDF and DWF files, the ENGINEER shall submit each plan sheet
as an individual DWG file with all reference files integrated into the sheet. If the
plans were prepared in DGN format, they shall be converted to DWG prior to
uploading. The naming convention to be used for the DWG files shall be as
follows:
I. TPW files shall use the W number as for PDF and DWF files, but shall
include the sheet number in the name—"W-1956_SHT01.dwg", "W-
1956_SHT02.dwg", etc.
II. Water and Sewer file names shall use the X number as for PDF and DWF
files, but shall include the sheet number in the name — ",K-
12155_SHT01.dwg", "X-12755_SHT02.dwg", etc.
For information on the proper manner to submit files and to obtain a file number for
the project, contact the Department of Transportation and Public Works Vault at
telephone number(817) 392-8426. File numbers will not be issued to a project
unless the appropriate project numbers and fund codes have been assigned and
are in the Department of Transportation and Public Works database.
ASSUMPTIONS
The project will be awarded to a CMAR selected by the City
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
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• Fifteen (15) sets of half size 11x17 plans (conformed, if applicable) will be
delivered to the CITY.
• Four (4) set of conformed specifications will be delivered to the City. 3 sets will
be bound and 1 set will be unbound. After the conformed specs are executed,
FNI will scan the unbound copy, post to Buzzsaw, and return to the City.
• PDF, DWF and DWG files will be uploaded to Buzzsaw.
DELIVERABLES
A. Addenda
B. Construction documents (conformed, if applicable)
TASK 6. CONSTRUCTION PHASE SERVICES.
ENGINEER will support the construction phase of the project as follows.
6.1 Construction Support
• The ENGINEER shall attend the preconstruction conference.
• After the pre-construction conference, the ENGINEER shall provide project
exhibits and attend public meeting to help explain the proposed project to
residents. The CITY shall select a suitable location and mail the invitation letters
to the affected customers.
• The ENGINEER shall visit the project site at requested intervals as construction
proceeds to observe and report on progress.
• The ENGINEER shall review shop drawings, samples and other submittals
submitted by the contractor for general conformance with the design concepts and
general compliance with the requirements of the contract for construction. Such
review shall not relieve the Contractor from its responsibility for performance in
accordance with the contract for construction, nor is such review a guarantee that
the work covered by the shop drawings, samples and submittals is free of errors,
inconsistencies or omissions. The ENGINEER shall log and track all shop
drawings, samples and other submittals in Buzzsaw.
• As requested by the CITY, the ENGINEER shall provide necessary interpretations
and clarifications of contract documents, review change orders, and make
recommendations as to the acceptability of the work.
• The ENGINEER shall attend the"Final' project walk through and assist with
preparation of final punch list.
6.2 Record Drawings
• The ENGINEER shall prepare record drawings from information provided by the
CITY depicting any changes made to the Final Drawings during construction.
The following information shall be provided by the CITY:
• As-Built Survey
• Red-Line Markups from the Contractor
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 12 of 18
• Red-Line Markups from City Inspector
• Copies of Approved Change Orders
• Approved Substitutions
• The ENGINEER shall modify the Final Drawings electronically and shall place a
stamp on the plans indicating that they represent Record Drawings of the project
as constructed. The stamp shall be signed and dated by the ENGINEER and
shall be placed on each plan sheet, whether there are any revisions on the sheet
or not. Each sheet shall clearly indicate all changes which apply to that sheet by
clouding and numbering, or other suitable means.
• The following disclaimer shall be included with the Record Drawing stamp:
o These Record Drawings were prepared using information provided by
others and represent the as constructed conditions to the extent that
documented changes were provided for recording. The ENGINEER
assumes no liability for undocumented changes and certifies only that the
documented changes are accurately depicted on these drawings.
• The ENGINEER shall submit a set of sealed Final Drawings, modified and
stamped as Record Drawings, on mylar for record storage. The ENGINEER may
keep copies of the information provided by the CITY for their files, but all original
red-lined drawings shall be returned to the CITY with the mylars.
• Record Drawings shall also be submitted as an Adobe Acrobat PDF format
(version 6.0 or higher) file and DWF format. There shall be one (1) PDF file
and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for
the Water plan set. Each PDF and DWF file shall contain all associated sheets
of the particular plan set. Singular PDF and DWF files for each sheet of a
plan set will not be accepted. PDF and DWF files shall conform to naming
conventions as follows:
I. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the
assigned file number obtained from the CITY, "_org" designating the file is
of an original plan set, "47" shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example — "X-35667_org36.pdf" where "X-
35667' is the assigned file number obtained from the CITY, "_org"
designating the file is of an original plan set, "36" shall be the total number
of sheets in this file.
Example: X-12755_orgl8.pdf
Both PDF and DWF files shall be uploaded to the project's Record Drawing folder
in Buzzsaw.
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 13 of 18
For information on the proper manner to submit files and to obtain a file number for
the project, contact the Department of Transportation and Public Works Vault at
telephone number(817) 392-8426. File numbers will not be issued to a project
unless the appropriate project numbers and fund codes have been assigned and
are in the Department of Transportation and Public Works database.
ASSUMPTIONS
• Five (5) site visits are assumed.
• Eight (8) submittal reviews are assumed.
• Five (5) RFI's are assumed.
• Three (3) Change Orders are assumed.
• One copy of full size (22"x34") mylars will be delivered to the CITY
• The public meeting will be concurrent with the Montgomery Street public meeting
DELIVERABLES
A. Public meeting exhibits
B. Response to Contractor's Request for Information
C. Review of Change Orders
D. Review of shop drawings
E. Final Punch List items
C. Record Drawings
TASK 7. ROW/EASEMENT SERVICES.
ENGINEER will support and perform activities related to ROW and easements as outlined
below, per scoping direction and guidance from the CITY's Project Manager
7.1. Right-of-Way Research
• The ENGINEER shall determine rights-of-way and easement needs for
construction of the project. Required temporary and permanent easements will
be identified based on available information and recommendations will be made
for approval by the CITY.
7.2 Right-of-Way/Easement Preparation and Submittal.
• The ENGINEER shall prepare documents to be used to obtain right-of-way and
permanent and/or temporary easements required to construct the improvements.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
7.3 Temporary Right of Entry Preparation and Submittal
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 14 of 18
• Prior to construction, the ENGINEER shall prepare, mail and obtain Temporary
Right of Entries from landowners. It is assumed that letters will only be required
for land owners adjacent to temporary construction easements or who are
directly affected by the project and no easement is required to enter their
property.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
ASSUMPTIONS
• Up to 5 permanent easements are included in this scope.
• Up to 2 temporary right of entry letters are included in this scope.
• Right-of-Way research includes review of property/right-of-way records based on
current internet based Tarrant Appraisal District (TAD) information available at
the start of the project and available on-ground property information (i.e. iron
rods, fences, stakes, etc.). It does not include effort for chain of title research,
parent track research, additional research for easements not included in the
TAD, right-of-way takings, easement vacations and abandonments, right-of-way
vacations, and street closures.
DELIVERABLES
A. Right-of-Way, easement exhibits and metes and bounds provided on CITY forms
B. Temporary Right of Entry Letters
TASK 8. SURVEY.
ENGINEER will provide survey support as follows.
8.1 Design Survey
• ENGINEER will perform field surveys to collect horizontal and vertical elevations
and other information needed by ENGINEER in design and preparation of plans
for the project. Information gathered during the survey shall include topographic
data, utilities as required by the SUE, 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.
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 15 of 18
w a
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).
8.2. Temporary Right of Entry Preparation and Submittal
• Any Temporary Right of Entry for survey will be coordinated by the City
• Prior to entering property for field survey, the ENGINEER shall prepare a
Temporary Right of Entry letter to be carried by surveyors and/or mailed by the
City.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
ASSUMPTIONS
Construction surveying is not included in this scope.
DELIVERABLES
A. Copies of field survey data and notes signed and sealed by a licensed surveyor.
B. Drawing of the project layout with dimensions and coordinate list.
TASK 9. PERMITTING.
ENGINEER will provide permitting support for the CITY to obtain any and all agreements
and/or permits normally required for a project of this size and type, as follows.
9.1. Storm Water Pollution Prevention Plan
• For projects that disturb an area greater than one (1) acre, the contractor will be
responsible for preparing and submitting the Storm Water Pollution Prevention
Plan (SWPPP) with appropriate regulatory agencies. The ENGINEER will
prepare the iSWM Construction Plan according to the current CITY iSWM
Criteria Manual for Site Development and Construction with will be incorporated
into the SWPPP by the contractor.
9.2 Texas Department of Licensing and Regulation (TDLR)
• Identify and analyze the requirements of the Texas Architectural Barriers Act,
Chapter 68 Texas Administrative Code, and become familiar with the
governmental authorities having jurisdiction to approve the design of the Project.
• Submit construction documents to the TDLR
• Completing all TDLR forms/applications necessary
• Obtain the Notice of Substantial Compliance from the TDLR
• Request an inspection from TDLR or a TDLR locally approved Registered
Accessibility Specialist no later than 30 calendar days after construction
substantial completion. Advise the CITY in writing of the results of the inspection.
• Responding to agency comments and requests
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 16 of 18
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 Storm Lights /Sewer Traffic Control Control Control
o 0 0
Attachment"A" Signal Engineering 30% 60/0 90/o
Type (Submit All Water Water (Submit (Submit
30% (Submit All
@ 30%) ° 60% All% All @ @ 60%) Required for all work in City
30% 60%) 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
TASK 11. CONSTRUCTION PHASE ASSISTANCE
ENGINEER will support the construction phase of the project as follows.
11.1 Project Management Support
• The ENGINEER will provide Issued for Construction drawings to program
manager
• The ENGINEER shall attend the pre-construction conference.
• The ENGINEER will coordinate reviews and make recommendations to the city
project manager for approvals/rejections of submittals, RFI's, pay estimates, and
change orders.
• The ENGINEER shall attend up to 18 coordination meetings and document the
meeting with meeting minutes
• The ENGINEER will prepare up to 18 monthly progress memos with project photos
and description of progress and any current construction issues or delays.
• The ENGINEER will coordinate with project control specialist monthly.
• The ENGINEER will review provide record drawings for project closeout
• The ENGINEER will prepare up to 6 quarterly updates for council
• The ENGINEER will attend up to 20 meeting with program manager.
City of Fort Worth,Texas
Attachment A
PMO Release Date:07/23/2012
Page 17 of 18
DELIVERABLES
A. Monthly project status memos
B. Decision Log
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
Additional Services not included in the existing Scope of Services — CITY and
ENGINEER agree that the following services are beyond the Scope of Services
described in the tasks above. However, ENGINEER can provide these services, if
needed, upon the CITY's written request. Any additional amounts paid to the
ENGINEER as a result of any material change to the Scope of the Project shall be
agreed upon in writing by both parties before the services are performed. These
additional services include the following:
• Additional design beyond the assumed limits.
• 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.
• Construction surveying
• 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
PMO Release Date'07/23/2012
Page 18 of 18
ATTACHMENT B
COMPENSATION—TASK ORDER NO. 3
Design Services for
Montgomery Street Paving Improvements
Eastern Arlington Heights Drainage Improvements
City Project No. 02432
I. Compensation
A. The ENGINEER shall be compensated for personnel time, non-labor expenses,
and subcontract expenses in performing services for Task Order No. 3 up to
$533,087.00, and shall be based on time and materials as summarized in Exhibit
B-1 — Engineer Invoice and Section IV — Summary of Total Project Fees. The
total fee shall be considered full compensation for the services described in
Attachment A, including all labor materials, supplies, and equipment necessary to
deliver the services.
B. The ENGINEER shall be paid monthly payments as described in Section If -
Method of Payment.
II. Method of Payment
A. Partial payment shall be made to the ENGINEER monthly upon City's approval of
an invoice prepared and submitted by the ENGINEER in the format and including
content as presented in Exhibit B-1, Progress Reports as required in item III. of
this Attachment B, and Schedule as required in Attachment D to this Agreement.
B. The estimated current physical percent complete as required on the invoice shall
be calculated from the progress schedule as required in Attachment D to this
Standard Agreement and according to the current version of the City of Fort
Worth's Schedule Guidance Document.
C. The cumulative sum of such monthly partial fee payments shall not exceed the
total current project budget including all approved Amendments.
D. Each invoice shall be verified as to its accuracy and compliance with the terms of
this Agreement by an officer of the ENGINEER.
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
PMO Official Release Date:8.092012
Page 1 of 3
B-1
ATTACHMENT B
COMPENSATION—TASK ORDER NO. 3
IV. Summary of Total Project Fees
Firm Primary Responsibility Fee Amount %
Prime Consultant
Freese and Nichols, Montgomery Street $83,528.00 15.7
Inc. Construction Services
Freese and Nichols, Eastern Arlington Heights $403,269.00 75.6
Inc. Drainage Design
Proposed MBE/SBE Sub-Consultants
Gorrondona & Field Survey $19,340.00 3.6
Associates
Rios SUE $18,400.00 3.5
TEXPLOR Geotechnical Drilling $5,000.00 0.9
Gorrondona & Geotechnical Lab $2,500.00 0.5
Associates
TBD TDLR Review $1,050.00 0.2
Non-MBE/SBE Consultants
Task Order No. 3 -TOTAL $533,087.00 100%
Project Number& Name Total Fee MBE/SBE Fee MBE/SBE
Montgomery Street T.O. 1 $533,770.00 $195,515.00 36.6%
Montgomery Street T.O. 2 $627,970.00 $76,050.00 12.1%
Montgomery(T.O. 3)
(Construction Services) $83,528.00 $0.00 0.0%
Montgomery(T.O. 3)
(Drainage Design) $449,559.00 $46,290.00 10.3%
Total (T.O. 1, 2, & 3) $1,694,827.00 $317,855.00 18.7%
Amended Contract Amount
Montgomery Street 02432 $1,750,000.00 $305,000.00 17.4%
City MBE/SBE Goal: 20.0% ($1,300,000 Contract)
City MBE/SBE Goal: 10.0%($450,000 Amendment for Drainage Design)
City of Fort Worth,Texas
Attachment B
PMO Official Release Date:8.09.2012
Page 2 of 3
B-2
EXHIBIT "B-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Insert required invoice format following this page, including negotiated total budget and
allocations of budgets across desired work types and work phases.
City of Fort Worth,Texas
Attachment B
PMO Official Release Date:8.09.2012
Page 3 of 3
B-3
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1.1 Protect Management 1118
1.2 Proect Meeti gs 4 511
1.3 Submittal Review Meanings
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3.1 60%Submittal S7 5119
3.2 SUE Level A and B 7B 318
3.3 Geotech Investigation S7 1121
3.4
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4.1 90% 11 118
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4.3 V
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8.2
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11.0 Montgomery 301 121
11.1 Provide Issued for Construct $
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11.3 Coordinate RFI's with CMA 1101 S10
11.4 Coordinate Change Orders 1 $7
11.5 Attend Construction Coordin 7
11.6 Prepare Coordination Meebr $7
11.7 Prepare Monthly Project Ste $31 1
11.8 Coordination with Project C< $6
11.9 Misc.Engineering Services 571
11.10 Review and Prepare Record 11387
11.11 Prepare quarterly updates h
11.12 FNI Invoicing and Pro ect M
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V
M&C Review Page 1 of 3
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA F0 "
COUNCIL ACTION: Approved on 6/2812016 -Ordinance No. 22303-06-2016
DATE: 6/28/2016 REFERENCE ,,C-27805 LOG NAME: 20MONTGOMERY DESIGN
NO.: AMENDMENT 1-02432
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of Amendment No. 1 in the Amount Not to Exceed $449,559.00 to
the Engineering Services Agreement with Freese and Nichols, Inc., for the Design of
Drainage Improvements for Montgomery Street from Camp Bowie Boulevard to Interstate
Highway 30 for a Revised Project Design Phase Cost of$1,749,559.00, Authorize an
Amendment to the Fiscal Year 2016 Stormwater Capital Improvement Plan to Add
Additional Funding for the Design of the Eastern Arlington Heights/Montgomery Drainage
Improvements Project in the Amount of$250,000.00, Authorize the Transfer Within the
Stormwater Capital Projects Fund in the Amount Not to Exceed $449,559.00 to Fund
Amendment No. 1 and Adopt Appropriation Ordinance (COUNCIL DISTRICT 7)
RECOMMENDATION:
It is recommended that the City Council:
1.Authorize an amendment to the Fiscal Year 2016 Stormwater Capital Improvement Plan to add additional
funding for design to the Eastern Arlington Heights/Montgomery Drainage Improvements Project in the
amount of$250,000.00;
2. Authorize the transfer within the Stormwater Capital Projects Fund in the amount not to exceed
$449,559.00 to fund Amendment No. 1;
3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Montgomery Street-Camp Bowie project of the 2016 Stormwater Capital Projects Improvement Plan in the
amount of$250,000.00 from available funds and reduce funds from reserves by the same amount in the
Stormwater Capital Projects Bond Fund; and
4. Authorize execution of Amendment No. 1 to the Engineering Services Agreement with Freese and
Nichols, Inc., in the amount not to exceed $449,559.00 for the design of Montgomery Street drainage
improvements from Camp Bowie Boulevard to Interstate Highway 30 for a revised project design phase
cost of$1,749,559.00 (CPN 02432).
DISCUSSION:
The 2014 Bond Program provides funding for improvements to Montgomery Street from Camp Bowie
Boulevard to Interstate Highway 30. This project will include reconstructed travel lanes, intersection
improvements, storm drainage improvements, sidewalks, shared use path, traffic signals, and streetlight
improvements. On December 2, 2014 (M&C C-27099), the City Council authorized the execution of an
Engineering Services Agreement with Freese and Nichols, Inc., in an amount not to exceed $1,300,000.00
for the design of Montgomery Street from Camp Bowie Boulevard to Interstate Highway 30.
This Amendment No. 1 for professional services will provide for additional engineering services for the
design of storm drain improvements in the eastern portion of the Arlington Heights neighborhood west of
Montgomery Street for the TPW Stormwater Division as well as provide additional construction
administration professional services.
On December 15, 2015, M&C G-18625, the City Council approved and adopted the Stormwater Capital
Improvement Plan (CIP)for this Fiscal Year, which included funding for Eastern Arlington
http://apps.cfwnet.org/council_packet/mc review.asp?ID=22293&councildat... 7/8/2016
I
M&C Review Page 2 of 3
Heights/Montgomery Drainage Improvements Project in the amount of$200,000.00 from Pay-as-You-Go
Stormwater. The recommended amendment to the Fiscal Year 2016 CIP would add $250,000.00 in project
funding for an increased total of$450,000.00.
This Amendment No. 1 will provide for design of storm drain improvements in the Eastern Arlington Heights
Watershed to the west from the existing storm drain at the intersection of Bryce Avenue and Montgomery
Street to address existing drainage problems. The total cost of Amendment No. 1 to be performed by
Freese and Nichols, Inc., will not exceed $449,559.00. Staff considers this not-to-exceed cost to be fair and
reasonable for the anticipated services to be performed.
The design of Montgomery Street from Camp Bowie Boulevard to Interstate Highway 30 is one component
of the overall project that includes design, project management, easement and right-of-way acquisition and
contingencies. The overall project budget including transportation, stormwater and water/sewer
improvements is $19,089,999.27.
Funding sources for this project are as follows: 2014 Bond Funds in the amount of$8,000,000.00;
Consolidated Bond Funds in the amount of$5,950,000.00; Stormwater Capital Funds in the amount of
$3,450,000.00; and Water/Sewer Capital Funds in the amount of$1,689,999.27 for a total of
$19,089,999.27. This project will be partially funded through the 2014 Bond Program. Available resources
within the General Fund will be used to provide interim financing for these expenses until debt is issued.
Once debt associated with this project is sold, bond proceeds will reimburse the General Fund in
accordance with the statement expressing official Intent to Reimburse that was adopted as part of the
ordinance canvassing the bond election (Ordinance No. 21241-05-2014).
Construction is anticipated to commence in Summer 2017 and be substantially complete Fall 2019.
M/ BE Office-Freese & Nichols, Inc., is in compliance with the City's BDE Ordinance by committing to an
additional nine percent SBE participation on this Amendment No. 1. The City's SBE goal on this
Amendment or extra work is nine percent.
The project is located in COUNCIL DISTRICT 7.
FISCAL INFORMATION/CERTIFICATION:
The Director of Finance certifies that upon approval of the above recommendations and adoption of the
attached appropriation ordinance, funds will be available in the Montgomery Street-Camp Bowie Drainage
Improvements Project. The Fiscal Year 2016 Stormwater Capital Improvement Plan, as authorized by M&C
G-18730, included an appropriation of$200,000.00 for the Montgomery Street-Camp Bowie Project in the
Stormwater Capital Projects Fund (52002). After allocations recommended in this Council action
appropriation of$250,000.00 in the Stormwater Capital Projects Bond Fund (59651) the project will have an
available budget of$450,000.00.
Montgomery
Street-Camp Current Pending Encumbrances/Actuals Budget
Bowie Project Budget Budget Remaining
(CO2432)
Stormwater
Capital Projects $200,000.00 $0.00 $0.00 $200,000.00
Fund 52002
Stormwater
Capital Projects $0.00 $250,000.00 $0.00 $250,000.00
Bond Fund
(59651)
Totals $200,000.00 $250,000.00 $0.00 $450,000.00
http://apps.cfwnet.org/council_packet/mc review.asp?ID=22293&councildat... 7/8/2016
I
M&C Review Page 3 of 3
TO
Fund Department Account Project Program Activity Budget Reference# Amount
ID ID I Year Chartfield 2
59651 0200431 4905420 UNSPEC UN2800 $250,000.0
59651 0200431 UNSPEC UN2800 $250,000.0
59651 0200431 4905420 CO2432 CO2830 $250,000.0
59651 0200431 CO2432 CO2830 L $250,000.001
FROM
Fund Department Account Project Program Activity Budget Reference# Amount
ID ID Year Chartfield 2
59651 0200431 4905420 UNSPEC UN2800 $250,000.00
3 52002 0200431 CO2432 CO2830 2016 $200,000.00
3 59651 0200431 1 CO2432 I I CO2830 1 $250,000,001
Submitted for City Manacier's Office by: Jay Chapa (5804)
Originating Department Head: Douglas Wiersig (7801)
Additional Information Contact: Mike Weiss (8485)
ATTACHMENTS
20MONTGOMERY DESIGN AMENDMENT 1-02432 59651 A016(Rev
6.21 .16).docx
Freese and Nichols Montgomery St Project Form 1295 Certificate
100024497.pdf
MONTGOMERY-CAMP BOWIE to IH-30 MAP.Pdf
http://apps.cfwnet.org/council_packet/mc review.asp?ID=22293&councildat... 7/8/2016
Ordinance No.
AN ORDINANCE INCREASING THE ESTIMATED RECEIPTS AND APPROPRIATIONS
IN THE MONTGOMERY STREET - CAMP BOWIE DRAINAGE IMPROVEMENTS
PROJECT OF THE 2016 STORMWATER CAPITAL IMPROVEMENT PLAN BY
$250,000.00 FROM AVAILABLE FUNDS AND REDUCE FUNDS FROM RESERVES BY
THE SAME AMOUNT IN THE STORMWATER CAPITAL PROJECTS BOND FUND, FOR
THE PURPOSE OF FUNDING THE DESIGN OF DRAINAGE IMPROVEMENTS FOR
MONTGOMERY STREET FROM CAMP BOWIE BOULEVARD TO INTERSTATE
HIGHWAY 30; PROVIDING FOR A SEVERABILITY CLAUSE; MAKING THIS
ORDINANCE CUMULATIVE OF PRIOR ORDINANCES; REPEALING ALL ORDINANCES
IN CONFLICT HEREWITH;AND PROVIDING AN EFFECTIVE DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH,TEXAS:
SECTION 1.
That in addition to those amounts allocated to the various City departments for Fiscal Year 2015-2016 in the
Budget of the City Manager, there shall also be increased estimated receipts and appropriations in the in the
Montgomery Street - Camp Bowie Drainage Improvements Project of the 2016 Stormwater Capital
Improvement Plan in the amount of$250,000.00, from available funds, and reduce funds from reserves by
the same amount in the Stormwater Capital Improvements Bond Fund for the purpose of funding the design
of drainage improvements for Montgomery Street from Camp Bowie Boulevard to Interstate Highway 30.
SECTION 2.
That should any portion, section or part of a section of this ordinance be declared invalid, inoperative or void
for any reason by a court of competent jurisdiction, such decision, opinion or judgment shall in no way
impair the remaining portions, sections, or parts of sections of this ordinance, which said remaining
provisions shall be and remain in full force and effect.
SECTION 3.
That this ordinance shall be cumulative of Ordinance No. 22004-12-2015 and all other ordinances and
appropriations amending the same except in those instances where the provisions of this ordinance are in
direct conflict with such other ordinances and appropriations, in which instance said conflicting provisions of
said prior ordinances and appropriations are hereby expressly repealed.
SECTION 4.
This ordinance shall take effect upon adoption.
APPROVED AS TO FORM AND LEGALITY: CITY SECRETARY
Douglas W Black Mary J. Kayser
Sr.Assistant City Attorney
ADOPTED AND EFFECTIVE:
CERTIFICATE OF INTERESTED PARTIES FORM 1295
101`3
Complete Nos.i-4 and 6 If there are interested parties. OFFICE USE ONLY
Complete Nos.1,2,3,5,and 6 if there ere no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number:
of business. 2016-24604
Freese and Nichols,Inc.
Fort Worth,TX United States Date Filed:
Name of governmental entity or state agency that is a party tot the contract for which Me form Is 03/1012016
being filed.
City of Fort Worth Date Acknowledged:
3 Provide the Identification number used by the governmental entity or state agency to track or identify the contract,and provide a
description of the goods or services to be provided under the contract.
Project CO2432
Engineering Services for Montgomery Street Improvements TO#03
4 Nature of Interest(check applicable)
Name of Interested Party City,State,Country(place of business)
Controlling Intermediary
Hatley,Tricia Oklahoma City,OK United States X
New,John San Antonio,TX United States X
Payne,Jeff Dallas,TX United States X
Nichols,Mike Austin,TX United States X
Haster,Thomas Fort Worth,TX United States X
Lemons,Ron Fort Worth,TX United States X
Pence,Robert Fort Worth,TX United States X
Gooch,Tom Fort Worth,TX United States X
Herchert,Robert Fort Worth,TX United States X
5 Check only if there is NO Interested Party. O
6 AFFIDAVIT I swear,or affirm,under penalty of pedury,that the above disclosure Is true and correct.
KELLY JFAI'1$FWIVER
i STATE QF TEW
fJWM ft,�,ag,2019 Signatu a of Worized a ni ol contracting business entity
AFFIX N ARY STAMP/SEAL ABOVE
Shorn to and subscribed before me,by the said WiU AUanach this the 101b day of March
ZQ 16 to certify which,witness my hand and seal of office.Kelly lean Shriver Notary Public
ignat o fficer administering oath Printed name of officer administering oath Title of officer adminlstering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.312
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