HomeMy WebLinkAboutContract 44165-A1 (2)AMENDMENT N0.1
TO CITY SECRETARY CONTRACT
WHEREAS, the City of Fort Worth (CITY) and Bridgefarmer &
Associates, Inc., (ENGINEER) made and entered into City Secretary
Contract No. 44165, (the CONTRACT) which was administratively authorized
by the City on the 1st day of February, 2013 in the amount of $39,300.00;
and
WHEREAS, the CONTRACT involves engineering services for the following
project:
Parker -Henderson Road from Mansfield Highway to David Strickland Road
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 through their
duly authorized representatives, enter into the following agreement,
which amends the CONTRACT:
Article I of the CONTRACT
engineering services specified in
of which is attached hereto and
for the additional design service
$393,767.354
1.
is amended to include the additional
a proposal dated July 22, 2013, a copy
incorporated herein. The cost to City
s to be performed by Engineer totals
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 $433,067.65.
3.
All other provisions of the Contract, which are not expressly
amended herein, shall remain in full force and effect.
RECEIVED SPP 19 2013
OFFICIAL RECOR®
CITY SECRETARY
T. WnRTIH, TX
Page -1-
EXECUTED and EFFECTIVE as of the date last written by a signatory,
below.
APPROVED:
City of Fort Worth
Fernando Costa
Assistant City Manager
DATE:
Douglas,
Director,
RECOMMENDED:
ENGINEER
Bridgefarmer & Associates, Inc.
M.'Mansoor san, P.E.
Chief Execut've Officer
DATE : `e
Viersig, P.E.
Transportatio and Public Works Department
APPROVED AS TO FORM AND LEGALITY:
Assistant City Atto
ATTEST:
City Secretary
M&C: C-26422
Date: September 10, 2013
�, f��ICIAL RECORD
'��`�Y SECRETARY
CST. WORTH, TX
Page -2-
ATTACHMENT "A"
Scope for Engineering Design Related Services for Street Improvements
The scope set forth herein defines the work to be performed by the ENGINEER in
completing the project. Both the CITY and ENGINEER have attempted to clearly define the
work to be performed and address the needs of the Project.
OBJECTIVE
The objective of this contract is to progress design and construction plans for Parker -
Henderson Road from 60% level to 100% complete. The limits of the project are from BUS
287, Mansfield Highway to Martin Street.
WORK TO BE PERFORMED
Task 1. Design Management
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 and Subsurface Utility Engineering Services
Task 9. Permitting
Task 10. Plan and Submittal Checklists
TASK 1. DESIGN MANAGEMENT.
ENGINEER will manage the work outlined in this scope to ensure efficient and effective use
of ENGINEER'0 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 is practiced in performance of the work
• Communicate internally among team members
• Task and allocate team resources
1.2. Communications and Reporting
• 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 monthly design team meetings.
• Prepare invoices, in accordance with Attachment B to this Standard Agreement and
submit monthly in the format requested by the CITY.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 20
• 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
• SUE data previously prepared by others will be used for this project from BUS
287 to Station 54+00.
• Geotechnical report previously prepared by others will be used for this project.
• CITY will provide pavement design to be used for this project.
DELIVERABLES
A. Meeting summaries with action items
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 and specifications shall be submitted to CITY per the approved Project
Schedule.
ENGINEER will develop the preliminary design of the infrastructure as follows.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 2 of 20
3.1. Development of Preliminary Design Drawings and Specifications shall include the
following:
• Traffic Control Plan updated to reflect any changes as a result of the scoping
meetings with the CITY while also 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. Layouts of required temporary shoring will be
prepared.
• 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).
• SUE plan drawings. SUE data previously prepared by others will be included in
plan set for the limits of BUS 287 to station 54+00. SUE plans will be developed
covering station 54+00 to Martin Street.
• Preliminary iSWM Checklist in accordance with the current CITY iSWM Criteria
Manual for Site Development and Construction.
• Updated existing and proposed typical section sheets.
• Define roadway chains and profiles in GEOPAK.
• Create existing and proposed roadway cross sections using GEOPAK.
• 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.
• Roadway design will include implementing a revised roadway typical section with
2-12 ft lanes and 2-6 ft bike lanes, revisions/optimization of horizontal and vertical
roadway alignments and driveway profiles.
• No less than two bench marks 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)
® Preliminary roadway details to include curbs, curb expansion joints, driveways,
sidewalks, and pavement details.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 3 of 20
• ENGINEER will validate 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 2400t 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.
• Preliminary signing and pavement marking layouts.,
• Prepare demolition plans.
• Update water line design and plans from BUS 287 to David Strickland and
address CITY comments.
• Prepare new water line design and plans from David Strickland to Pecos Street
with a connection to the existing system.
• Prepare sanitary sewer plan for relocation of existing sanitary sewer at location
where sewer conflicts with proposed culvert.
• Prepare MSE retaining wall layouts for 4 walls at the four corners of the proposed
box culvert.
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, prepare and mail the invitation letters to the affected customers. The
ENGINEER shall coordinate with the CITY GIS staff to identify affected property
owners/residents and develop a spreadsheet listing addresses of those to invite
to the public meeting.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 4 of 20
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.
• 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.
3.6 Project Decision Log
3.7 Construction Estimate
3.8 Signalization
Prepare signalization plans for the following intersection:
Parker -Henderson Road /Business 287
The project parameters are defined below:
1. The plans, standards and any special specifications will be
prepared using English units.
2. Existing traffic signal specifications and standards will be furnished
by the City and will be used for design plans, unless otherwise
requested by the City in writing.
These include:
a. City of Fort Worth Transportation and Public Works "Traffic
Signal Design Guidelines, (latest edition)".
b. Example plan set illustrating desired format for each type of
plan sheet to be developed by the Engineer.
c. Example City standard traffic signal construction details,
specifications, and Contract Documents.
3. The City will provide 24-hour approach counts, turning movement
counts, capacity analyses, and traffic accident data for up to three
years, if available.
4. The City will provide determination for provision of cable TV drops,
vehicle detection, and Opticom equipment.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 5 of 20
5. All intersections will be designed to accommodate existing or future
pedestrian activities, including sidewalk ramps, crosswalks, push
buttons, and pedestrian heads to meet ADA requirements as
requested by the City.
6. The Engineer will prepare the following items to be included in the
overall set of construction plans for bidding purposes:
a. Existing Conditions Layout -showing utility lines, illumination,
signs, markings, and any removals (if necessary).
b. Traffic Signal Design Layout (per intersection) -showing
existing utilities (utility poles, street lights, storm drains, fire
hydrants, etc.), permanent traffic signal poles and mast arms,
pedestrian signal poles, pedestrian signals, push buttons,
controller cabinet assemblies, signal heads, street lights, radar
or other detectors, conduit, ground boxes, power sources with
distribution to signal service, communications connections,
wiring diagrams, pavement markings, signal phasing plan,
Opticom equipment, conduit and cable chart, pole summary
chart, phasing sequence, pole details, pole locations diagram,
and all other items required for the complete construction of the
signals..
c. Interconnect and Service Layout -showing existing and
proposed interconnect (if applicable) and service.
d. Traffic Signal Standard Detail Sheets (for entire project)
e. Standard Detail Sheets
The work to be performed is further defined below:
1. The Engineer will meet with the City in the field to discuss the
electric service, communications, vehicle detection, and
Opticom requirements at each intersection. All existing and
proposed utilities, pavement widths, lane configurations, and
traffic control devices will be determined based on field
observations and the record drawings provided by the City.
2. The Engineer will perform a capacity analysis indicating level of
service for each movement at each intersection. A capacity
analysis report using the SynchroTM analysis software is
preferred; however other capacity methods are acceptable.
3. The Engineer will recommend the appropriate traffic signal
phasing for each intersection with consideration to the
capabilities of current City controller hardware and software
operation functions.
4. The "short report" for each intersection typically prepared and
Gity of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 6 of 20
submitted to the City for review and approval. The City has
waived the report.
Work items not included in this Scope %J Services:
1. Confirm power source and prepare adjustment required for
electric service.
2. Analysis (Synchro, PASSER, TRANSYT-7F, etc.) for
determination of splits or cycle lengths.
3. Field adjustments to Traffic Signal Timing Plans.
4. Intersection manual turning movement counts or 24-hour
intersection tube counts.
5. Record drawings of as -built conditions, and
6. Construction phase services during signal installation.
3.9 Illumination
The Engineer shall provide illumination layout plans, electrical circuit plans and details
for roadway lighting system. These plans shall include street illumination and safety
lighting at all intersections as well as at all other locations that are required to meet City
standards for spacing. The Engineer shall tabulate all quantities and provide
specifications. Lighting poles, fixtures, and attachment details shall be designed per
City's guidelines. The plans shall include, but not be limited to, the following; pole
heights and types, pole locations, circuitry routing and other pertinent conduit
information, junction box type and locations, electrical panel location and subsidiary
panel information, etc. Any wiring diagrams and labeling protocols required shall be in
conformance with the City's requirements.
ASSUMPTIONS
• All storm water calculations and design shall conform to the current CITY iSWM
Criteria Manual for Site Development and Construction.
® 3 sets of 11" x 17" size plans will be delivered for the 60% design.
® DWF files created from design CAD drawings and specifications will be uploaded
to the designated project folder in Buzzsaw.
® All submitted documents and checklists will be uploaded to the designated
project folder in Buzzsaw
® The CITY's front end and technical specifications will be used. The ENGINEER
shall supplement the technical specifications if needed.
® ENGINEER shall not proceed with Final Design activities without written approval
by the CITY of the Preliminary Design plans.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 7 of 20
DELIVERABLES
A. Preliminary Design drawings and specifications
B. Preliminary iSWM Checklist
C. Utility Clearance drawings
D. Estimates of probable construction cost
E. Public Meeting exhibits
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 (90%) including iSWM Construction Plan and
specifications shall be submitted to CITY per the approved Project Schedule.
• Final iSWM Checklist in accordance with the current iSWM Criteria Manual for Site
Development and Construction.
• 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.
• The ENGINEER shall submit a final design estimate of probable construction cost with
both the 90% and 100% design packages. This estimate shall use ONLY standard CITY
bid items.
ASSUMPTIONS
• 3 sets of 11"x17" size drawings, 1 set of 22" x 34" size drawings, and 1 set of
speccations will be delivered for the 90% Design package.
• A DWF file for the 90% Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
• A DWF file for the 100 %Design will be created from design CAD drawings and
specifications will be uploaded to the project folder in Buzzsaw.
• ENGINEER to provide estimated final sheet list (cover/index, general notes, control point
location, easement layout, SUE plan sheets, no. of plan/profiles, special detail sheets,
etc.)
A. 90% construction plans and specifications.
B. Final iSWM Checklist
C. 100% construction plans and specifications.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 8 of 20
D. Detailed estimates of probable construction costs including summaries of bid items and
quantities using the CITY's standard bid items and format.
E. Original cover mylar for the signatures of authorized CITY officials.
TASK 5. BID PHASE SERVICES.
ENGINEER will support the bid phase of the project as follows.
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 .xls 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 shall sell contract documents and maintain a plan holders list on
Buzzsaw from documents sold and from Contractor's uploaded Plan Holder
Registrations in Buzzsaw.
• The ENGINEER will develop and implement procedures for receiving and
answering bidders' questions and requests for additional information. The
procedures shall include a log of all significant bidders questions and requests
and the response thereto. The log shall be housed and maintained in the
project's Buzzsaw folder titled Request for Information. 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.
• Attend the prebid conference in support of the CITY.
• Assist the CITY in determining the qualifications and acceptability of prospective
contractors, subcontractors, and suppliers.
• 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.
• Attend the bid opening in support of the CITY.
• Tabulate and review all bids received for the construction project, assist the CITY
in evaluating bids, and recommend award of the contract. A copy of the Bid
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 9 of 20
Tabulation and the CFW Data Spreadsheet created utilizing CFW Bidtools only
are to be uploaded into the project's Bid Results folder on Buzzsaw.
• 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 files and 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:
1. 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
I1. 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 BU440CL a
• 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 — "X-
12155_SHT01.dwg", "X-12755_SHT02.dwg", etc.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 10 of 20
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 bid only once and awarded to one contractor.
• sets of construction documents will be sold to and made available on
Buzzsaw for plan holders and/or given to plan viewing rooms.
• sets of construction documents will be printed and made available for
purchase by planholders and/or given to plan viewing rooms.
• 6 sets of 22" x 34" size plans, 3 sets of 11" x 17" size plans, and 4 sets of
specifications (3 bound, 1 unbound) (conformed, if applicable) will be delivered to
the CITY after bids are received for contract award and construction.
• PDF, DWF and DWG files will be uploaded to Buzzsaw.
DELIVERABLES
A. Addenda
B. Bid tabulations
C. Recommendation of award
D. Construction documents (conformed, if applicable)
E. CFW Data Spreadsheet
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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 11 of 20
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:
o As -Built Survey
o Red -Line Markups from the Contractor
o Red -Line Markups from City Inspector
o Copies of Approved Change Orders
o 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:
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 12 of 20
I. TPW file name example — "W-1956_or947.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.
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
uMess the appropriate project numbers and fund codes have been assigned and
are in the Department of Transportation and Public Works database.
ASSUMPTIONS
[INSERT ASSUMPTIONS ASSOCIATED WITH THE TASK ACTIVITIES AND
DELIVERABLES HERE...(e.g. number of site visits, number of RFI's, number of
change orders, etc.)]
• 2 site visits are assumed.
• 12 submittal reviews are assumed.
• 8 RFI's are assumed.
• 4 Change Orders are assumed.
• One copy of full size (22"x34") mylars will be delivered to the CITY
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
F. Record Drawings
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 13 of 20
TASK 7. ROW/EASEMENT SERVICES.
ENGINEER will support and perform activities related to ROW and land as outlined below,
per scoping direction and guidance from the CITY's Project Manager,
7.1. Right -of -Way Research
• The ENGINEER shall determine rights -of -way, easements needs for construction
of the project. Required temporary and permanent easements will be identified
based on available information and recommendations will be made for approval
by the CITY.
7.2. Right-of-Way/Easement Preparation and Submittal.
• The ENGINEER shall prepare documents to be used to obtain right-of-way and
permanent and/or temporary easements required to construct the improvements.
• The 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
• 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.
7.4 Park Conversion Process
• Assist with preparation of Park Conversion Application.
• Prepare exhibits and legal descriptions for park conversion application.
ASSUMPTIONS
• 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.
® 10 easements are assumed
® 10 parcels are assumed
A. Easement exhibits and meets and bounds provided on CITY forms.
B. Temporary Right of Entry Letters
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 14 of 20
TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES.
ENGINEER will provide survey support as follows.
8.1. Design Survey
• Parker Henderson survey files previously prepared by others have been provided
within ROW limits from BUS 287 to station 54+00, and the for the west side of
the road from station 54+00 to Martin Street. The provided survey files will be
reviewed in detail. DTM was not provided with previously prepared survey data.
ENGINEER will make best efforts to create a DTM file which matches the
provided existing contour file. ENGINEER will perform adequate field survey to
verify survey data provided.
• ENGINEER will provide field survey along the right side of Parker Henderson
from station 54+00 to Martin Street, and along the ROW width of David Strickland
from Parker Henderson to beyond the limits of the Green Elementary School
property.
• 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 idened 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 15 of 20
• Prior to entering property, the ENGINEER shall prepare, mail and obtain
Temporary Right of Entry from landowners.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
8.3. Subsurface Utility Engineering
Provide Subsurface Utility Engineering (SUE) to Quality Level [B,A], as described
below. The SUE shall be performed in accordance with Cl/ASCE 3&02.
Quality Level D
• Conduct appropriate investigations (e.g., owner records, County/CITY records,
personal interviews, visual inspections, etc.), to help identify utility owners that
may have facilities within the project limits or that may be affected by the project.
• Collect applicable records (e.g., utility owner base maps, "as built" or record
drawings, permit records, field notes, geographic information system data, oral
histories, etc.) on the existence and approximate location of existing involved
utilities.
• Review records for: evidence or indication of additional available records;
duplicate or conflicting information; need for clarification.
• Develop SUE plan sheets and transfer information on all involved utilities to
appropriate design plan sheets, electronic files, and/or other documents as
required. Exercise professional judgment to resolve conflicting information. For
information depicted, indicate: utility type and ownership; date of depiction;
quality level(s); end points of any utility data; line status (e.g., active, abandoned,
out of service); line size and condition; number of jointly buried cables; and
encasement.
Quality Level C (includes tasks as described for Quality Level D)
• Identify surface features, from project topographic data and from field
observations, that are surface appurtenances of subsurface utilities.
• Include survey and correlation of aerial or ground -mounted utility facilities in
Quality Level C tasks.
• Survey surface features of subsurface utility facilities or systems, if such features
have not already been surveyed by a professional surveyor. If previously
surveyed, check survey data for accuracy and completeness.
• The survey shall also include (in addition to subsurface utility features visible at
the ground surface): determination of invert elevations of any manholes and
vaults; sketches showing interior dimensions and line connections of such
manholes and vaults; any surface markings denoting subsurface utilities,
furnished by utility owners for design purposes.
• 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 16 of 20
Level B (includes tasks as described for Quality Level C)
• Select and apply appropriate surface geophysical methods) 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.
8.4. Construction Survey
The Construction Survey will be performed by the CITY.
• ENGINEER will be available to the CITY on matters concerning the layout of the
project during its construction
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 which will be incorporated into the
SWPPP by the contractor.
9.2. Environmental Services (provide a detailed scope if US Army Corp of Engineers
Section 404 Nationwide Permit or individual permit is required]
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 17 of 20
• Negotiating and coordinating to obtain approval of the agency issuing the
agreement and/or permits.
• Completing all forms/applications necessary.
• Submitting forms/applications for CITY review
• Submitting revised forms for agency review
• Responding to agency comments and requests
9.3. Floodplain Services provide detailed scope if CLOMR/LOMR and/or floodplain
permit is required]]
• Meet, negotiate and coordinate to obtain approval of the agency issuing the
agreement and/or permits.
• Completing all forms/applications necessary.
• Submitting forms/applications for CITY review
• Submitting revised forms for agency review
• Responding to agency comments and requests
9.4. Texas Department of Transportation (TxDOT) Permit Meet, negotiate and coordinate
to obtain approval of the agency issuing the agreement and/or permits.
• Completing all forms/applications necessary.
• Coordinate with TxDOT for all work in TxDOT right of way, including the
proposed traffic signal as US 287 and Parker -Henderson intersection.
• Submitting forms/applications for CITY and TxDOT review
• Submitting revised forms for agency review
• Responding to agency comments and requests
• 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 18 of 20
ASSUMPTIONS
• Permit preparation will begin after approval of the Preliminary Design.
• 2 meetings are assumed with City and TXDOT for the TXDOT permit.
• 2 meetings are assumed with the City and FEMA for the Floodplain Services
Permit
• 1 meeting is assumed with the City for the Parks Conversion Permit
DELIVERABLES
A. Floodplain Development Permit
B. Parks Conversion Permit
C. LOMR Application
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
"A"
Storm
Lights
/Sewer
Traffic
Control
Control
Attachment
Water
(Submit
(Submit
Engineering
60%
90%
Type
60%
All @
All @
(Submit All
@ 60%)
Required for all work in City
30%
60%)
ROW
Street
X
X
X*
X
X
X
X
Storm Water
X
X
X
X
Water / Sewer
X
X
X
X
*If included in street project
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
Additional Services not included in the existing Scope of Services —CITY and
ENGINEER agree that the following services are beyond the Scope of Services
described in the tasks above. However, ENGINEER can provide these services, if
needed, upon the CITY's written request. Any additional amounts paid to the
ENGINEER as a result of any material change to the Scope of the Project shall be
agreed upon in writing by both parties before the services are performed. These
additional services include the following:
• Negotiation of easements or property acquisition.
• Services related to development of the CITY's project financing and/or budget.
• Services related to disputes over pre -qualification, bid protests, bid rejection
and re -bidding of the contract for construction.
• Construction management and inspection services
• Performance of materials testing or specialty testing services.
• Services necessary due to the default of the Contractor.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 19 of 20
• 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.
• Geotechnical Investigations
• Construction staking services
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 20 of 20
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ATTACHMENT " C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Design Services for
PARKER-HENDERSON ROAD FROM MANSFIELD HIGHWAY TO MARTIN STREET
City Project No. 01419
No changes to the Standard Agreement.
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page 1 of 1
Consulting Contract Schedule Specifications
City of Fort Worth Capital Improvement Program
Attachment D — Project Schedule
FORT WORTH
This PROTECT rewires a Tier 3 schedule as defined herein and in the City's Schedule Guidance
Document.
D1. CONSULTING SERVICES SCHEDULE DEVELOPMENT: The CONSULTANT shall
prepare schedules for consulting services that meet the requirements described in this
specification, showing by Critical Path Method (CPM) the planned sequence and timing of
the Work associated with the Agreement. All submittals shall be submitted in PDF format,
and schedule files shall also be submitted in native file format (i.e. file formats associated
with the scheduling software). The approved scheduling software systems for creating the
schedule files are.
— Primavera (Version 6.1 or later or approved by CITY)
— Primavera Contractor (Version 6.1 or later or approved by CITY)
Microsoft Project (Version 2003/2007 or later or approved by CITY)(PHASING OUT)
D2. BASELINE CONSULTING SERVICES SCHEDULE: Following notice -to -proceed, the
CONSULTANT shall develop, submit and review the draft detailed baseline consulting
services schedule with the CITY to demonstrate the CONSULTANT's understanding of the
Agreement requirements and approach for performing the work. The CONSULTANT will
prepare the final detailed baseline consulting services schedule based on CITY comments, if
any, and submit to the CITY no later than the submittal of the first project invoice.
The following guidelines shall be adhered to in preparing the baseline schedule, and as
described in further detail in the CITY's Schedule Guidance Document.
a. The scope shall be subdivided by work breakdown structure (WBS) representing the
tasks, subtasks, and activities associated with delivering Lite work.
b. The schedule shall accurately describe the major work activities, key milestones, and
dependencies/relationships as appropriate to the work.
c. The schedule should include appropriate meetings, review periods, critical decision
points, including third party utility dependencies and reviewing agencies.
D3. PROGRESS CONSULTING SERVICES SCHEDULE: The CONSULTANT shall prepare
and submit monthly to the CITY for approval the updated schedule in accordance with D1
and D2 and the CITY's Schedule Guidance Document inclusive. As the Work progresses,
the CONSULTANT shall enter into the schedule and record actual progress as described in
the CITY's Schedule Guidance Document.
The updated schedule submittal shall also include a concise schedule narrative that
highlights the following, if appropriate and applicable:
• Changes in the critical path,
• Expected schedule changes,
• Potential delays,
• Opportunities to expedite the schedule,
• Coordination issues the CITY should be aware of or can assist with,
City of Fort Worth, Texas
Attachment D
PMO Release Date: 02.15.2011
Page 1 of 2
• Other schedule -related issues that the CONSULTANT wishes to communicate to the
CITY.
D4. PERFORMANCE AND CONSULTING SERVICES SCHEDULE: If the work
accomplished falls behind that scheduled due to factors within the CONSULTANT's
control, the CONSULTANT shall take such action as necessary to improve the progress of
the Work. In addition, the CITY may require the CONSULTANT to submit a revised
schedule demonstrating the proposed plan to make up the delay in schedule progress and
to ensure completion of the Work within the allotted Agreement time.
D5. SCHEDULE TIERS SPECIAL INSTRUCTIONS:
The requirements for the schedule are determined based on the nature and needs of the
project. The schedule tier for this project is stated at the top of this document.
CONSULTANT shall submit each schedule relying on the CITY's current Schedule
Guidance Document.
D6. SCHEDULE SUBMITTAL AND PAYMENT:
As stated in III.A.(1). of the Agreement, CONSULTANT shall provide the information
required by Attachment D. CONSULTANT's monthly invoices will not be accepted and
processed for payment without monthly schedule updates that are submitted in the time
and manner required by Attachment D and the CITY's current Schedule Guidance
Document.
City of Fort Worth, Texas
Attachment D
PMO Release Date: 02.15.2011
Page 2 of 2
ATTACHMENT E
PROPOSED PARKER = HENOERSON ROAD
MAPSCO 93J AND 93N
1500 0 1500 3000
SCALE: 1" = 3000'
.►'��. HRIDGEFARMER & ASSOCIATES, INC.
►/pr TBPE REGISTRATION NO 264
12801 NORTH CENTRAL EXPRESSWAY,
4TH FLOOR
DALLAS, TEXAS 75243
TEL: (072)231-8800 FAX: (872)231-5800
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T. HILLI
LOCATION .MAP
Weiss, Michael
From. Deitemeyer@bridgefarmer.com
Sent. Monday, July 22, 2013 4:23 AM
To: Weiss, Michael
Cc: Phillips, Martin
Subject: Parker -Henderson Scope and Fee
Attachments: Attachment E 07-19-2013 Parker Henderson (PMO_released _20100604).pdf; LOE for Parker
Henderson Project 07-19-2013.xls; Parker -Henderson Sheet Index.pdf; Professional Services
Agreement.doc; Attachment A - 07-19-2013 Parker -Henderson (PMO_Release_
20120723).docx; Attachment D 07-19-2013 Parker Henderson (PMO_Release_20110215).doc
Categories: Green Category
Mike,
Attached, for your review are the completed Attachments A, D, E and the updated LOE. I believe all required scope and fee are
accounted for now.
Attachment D indicates that the baseline schedule is required after NTP. We are working on that updated schedule. Please let
me know if you will need it to process the documents for this amendment to our contract.
A preliminary sheet index and the Professional Services Agreement are also attached. I am hoping you can fill in the remaining
blanks on the Professional Services Agreement.
Thank you .
Lisa
Lisa Deitemeyer, P.E.
Bridgefarmer &Associates, Inc.
12801 N. Central Expwy, Suite 400
Dallas, TX 75243
direct ph. 469-916-0338
main ph. 972-231-8800 ext. 1102
fax 972-231-5900
1
M&C Review
Page 1 of 2
DATE: 9/10/2013
CODE: C
®fficial site of the City of Fort Worth, Texas
COUNCIL ACTION: Approved on 9/10/2013
REFERENCE NO.: **C-26422
TYPE:
CONSENT
LOG NAME: 20PARKER
HENDERSON AMEND 1
PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of Amendment No. 1 to City Secretary Contract No. 44165, with
Bridgefarmer & Associates, Inc., for the Design of Parker -Henderson Road in the Amount
of $393,767.65 from Mansfield Highway to Martin Street, Thereby Establishing a Total
Contract Cost in the Amount of $433,067.65 (COUNCIL DISTRICT 5)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of Amendment No. 1 to City
Secretary Contract No. 44165, an Engineering Services Agreement with Bridgefarmer & Associates,
Inc., in the amount of $393,767.65 for the design of Parker -Henderson Road from Mansfield Highway
to Martin Street, thereby establishing a total contract cost in the amount of $433,067.65,
DISCUSSION:
The 2008 Capital Improvement Program allocated funds for the reconstruction of Parker -Henderson
Road from Mansfield Highway to David Strickland Road with the construction of sidewalks from David
Strickland Road to Martin Street. The Water Department will construct waterline improvements from
Mansfield Highway to David Strickland Road, and Storm Water Management will construct a new
culvert at Prairie Dog Creek north of David Strickland Road as part of this project.
Early in 2013, it was determined that the best interest of the City would be served to reassign the
design effort for this project. On February 13, 2013, Bridgefarmer &Associates, Inc., was engaged
through an administrative Engineering Services Agreement for the amount of $39,300.00 to review
the project scope and define the remaining effort to complete the design. Bridgefarmer & Associates,
Inc., have completed that interim engineering effort and have proposed to provide the remaining
engineering services through Amendment No. 1 for a lump sum fee of $393,767.65, increasing the
total contract in the amount of $433,067.65.
Staff considers this fee to be fair and reasonable for the scope of services to be performed.
M/WBE Office: Bridgefarmer &Associates, Inc., is in compliance with the City's BDE Ordinance by
committing to 16 percent SBE participation on this Amendment No 1. The City's goal on this
Amendment is 16 percent.
This project is located in COUNCIL DISTRICT 5, Mapsco 93E, 93J and 93N.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available :n the current capital
budgets, as appropriated, of the Water Capital Projects Fund, t`ie Street Improvements 2008 Fund,
and the Stormwater Capital Projects Bond Fund.
mhtml:file://C:\Docum�:nts and Settings\weissm.\My Documents\... 9/13/2013
M&C Review
Page 2 of 2
TO Fund/Account/Centers
Submitted for City Manager's Office b�
Originating Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
P253 531200 605170141933 $13,270,00
C204 531200 205230141932 $337,409.95
P227 531200 205280141930 $43,087470
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Michael Weiss (8485)
mhtml:file://C:\Documents and Settings\weissm\My Documents\.., 9/13/2013