R-2014-1856 - 10/9/2014 RESOLUTION NO. R-2014-1856
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with Atkins North America, Inc. for the Creek Bend Boulevard Project; and
WHEREAS, Atkins North America, Inc. has submitted Supplemental Contract No. 7 to the
Contract to modify the provisions for the scope of services; and
WHEREAS, the City Council desires to enter into said Supplemental Contract No. 7 with
Atkins North America, Inc., Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental
Contract No. 7 to the Contract with Atkins North America, Inc., a copy of same being attached hereto
as Exhibit"A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 9th day of October, 2014.
0,,, „,,,,L______.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
1 ' ; ,I
. / L - . Apt
SARA L. WHITE, City Clerk
0112 1404,003 12 320
EXHIBIT
«A»
STATE OF TEXAS §
§
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 7
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: ATKINS NORTH AMERICA, INC. ("Engineer")
ADDRESS: 6504 Bridge Point Parkway, Suite 200,Austin, TX 78730
PROJECT: Creek Bend Boulevard
This Supplemental Contract No. 7 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and Atkins North America, Inc.,
hereinafter called the"Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 26th day of January, 2012 for the Creek Bend Boulevard Project in
the amount of$179,898.43; and
•
WHEREAS, the City and Engineer executed Supplemental Contract No. 1 on July 12, 2012 to
amend the scope of services and to increase the compensation by $805,808.42 to a total of
$985,706.85; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 2 on December 14,
2012 to amend the scope of services and to increase the compensation by$21,570.57 to a total of
$1,007,277.42; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 3 on March 8, 2013 to
amend the scope of services and to increase the compensation by $49,900.00 to a total of
$1,057,177.42; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 4 on August 22, 2013
to amend the scope of services and to increase the compensation by $160,332.84 to a total of
$1,217,510,26; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 5 on October 15, 2013
to amend the provisions for the scope of services; and
WHEREAS,the City and Engineer executed Supplemental Contract No. 6 on March 13,2014 to
amend the scope of services and to increase the compensation by $82,089.99 to a total of
$1,299,600.25; and
Supplemental Contract Rev.12/01/08
0119.7202; 00311551 84275
1
WHEREAS, it has become necessary to amend the Contract to modify the provisions for the
scope of services and to increase the compensation by$186,383.73 to a total of$1,485,983.98;
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
I.
Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set
forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as
set forth in the attached Addendum To Exhibit C.
II.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$186,383.73 the lump sum amount payable tinder the Contract for a total of$1,485,983.98, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
ATKINS NORTH AMERICA,INC.
By:
Date
CITY OF ROUND ROCK APPROVED AS TO FORM:
By:
Alan McGraw,Mayor Stephan L. Sheets, City Attorney
Date
Supplemental Contract Rev.12/01/08
0119.7202; 00311551 54275
2
3
ADDENDUM TO EXHIBIT B
Engineering Services
PROJECT DESCRIPTION
This Supplemental Contract consists of adding improvements and extending aspects of the Creek
Bend Boulevard project to Sam Bass Road. Landscaping is to be added to the medians, lighting •
will be extended to Sam Bass Road, and the existing fences along the right of way from Creek
Bend Circle to Sam Bass Road will be replaced with a precast concrete fence. Creek Bend
Boulevard will be milled and overlayed from Pena Cove to Sam Bass Road, Minor utility
adjustments may be required.
TASK 1: SURVEYING
1. Verify existing horizontal and vertical control. Inland will perpetuate the control to the
northerly limits of the project and place benchmarks at 500' intervals within the corridor.
2. Supplemental topographic and planimetric mapping of the proposed corridor extended to
Sam Bass Road. This will include mapping of existing curbs, pavements, visible and
exposed utilities, structures, drainage facilities and other improvements that may affect
design criteria. This task is considered as "topo lite"and Will be the minimum data
acquisition necessary for DTM generation.
TASK 2: ROUTE STUDY—Not Included with this Supplemental
TASK 3: ENVIRONMENTAL STUDIES
1. Prepare up to two cave closure plans and coordinate approval with TCEQ.
TASK 4: PRELIMINARY DESIGN/30% PLANS—Not Included with this Supplemental
TASK 5: PROJECT MANAGEMENT
1. Prepare monthly status reports and invoices
2. Manage subconsultants.
3. Incorporate subconsultant plans into plan set.
TASK 6: DIRECT EXPENSES
1. Mileage for site visits and meetings
TASK 7: WATER IMPROVEMENTS--Not Included with this Supplemental
Page 1 of'f
TASK 8: UTILITY LOCATIONS/LAYOUTS
1. Add utility sheet for extension to Sam Bass Rd to identify water meters that may need
adjusting.
TASK 9: GEOTECHNICAL DESIGN—Not Included with this Supplemental
TASK 10: 60% PLANS—Not Included with this Supplemental
TASK 11: 95% PLANS—Not Included with this Supplemental
TASK 12: 100% PLANS/FINAL SUBMITTAL
1. Adjust project layout and benchmark location map for extension to Sam Bass Rd.
2. Add typical section for overlay section.
3. Revise quantity sheets for extension to Sam Bass Rd.
4. Add roadway plan sheet for overlay extension to Sam Bass Rd.
5. Acid illumination sheet for extension of lighting to Saul Bass Rd.
6. Add pavement markings sheet for overlay area.
7. Add erosion control sheet for extension to Sam Bass Rd.
8. Address comments from the City of Round Rock (City) review.
TASK 13: 100% LANDSCAPING AND FENCE PLANS
1. Landscape and irrigation plans for approximately 3,775 linear feet of landscaping in the
median planting area from Wyoming Springs Road to Sam Bass Road. The plans will
incorporate the plant palette provided by the City, in accordance with the Creek Bend
Boulevard Landscape Enhancement Criteria.
2. Precast concrete fence plans for approximately 1,200 linear feet of precast concrete fence
from Creek Bend Circle to Sam Bass Road,
3. Associated notes, details and specifications for the landscape, irrigation and precast
concrete fence plans.
4. Construction cost for the planting, irrigation, and precast concrete fence.
5. Address one round of review comments from the City.
TASK 14: CONSTRUCTION PHASE SERVICES
1. Attend monthly meetings with the City and the Contractor to appraise and answer general
questions and provide clarification that pertains to the plans and construction of Creek
Bend Boulevard.
1'age 2 of 4
2. Review shop drawings. Shop drawings will be reviewed based on the following
procedures:
• Review the drawings for conformity to the plans, specifications and special •
provisions, as well as conformity to any subsidiary standards or criteria referred to by
the plans, specifications or special provisions.
• If the drawing is found to be in conformity, or an alternate design is adequate and
acceptable, the drawing shall be marked "No Exceptions Taken" with signature, date
and statement that "Review is only for general conformance with the design concept
of the contract documents. Markings or comments shall not be construed as relieving
the contractor from compliance with the project plans and specifications, nor
departures there-from. The Contractor remains solely responsible for details and
accuracy, for confirming and correlating all quantities and dimensions, for selecting
fabrication processes, for techniques of assembly, for safety and for satisfactory
performance of his work."
• If there are only minor corrections, the incorrect information shall be crossed out and
the correct information shall be written next to the crossed out information. All
redlines shall be done in indelible red ink. The submittal shall be returned marked
"Make Correction as Noted" and no re-submittal shall be required.
• If the corrections are more significant and the Engineer does not concur with the
information on the drawings, then the submittal shall be marked "Amend and
Resubmit." The drawings must then be resubmitted for a second review.
• If the drawings are found not to be in conformity, the drawings shall be marked
"Rejected See Remarks." An explanation of why the submittal was disapproved shall
be provided iii enough detail for the Contractor to be able to make the corrections for
re-submittal.
• A cover letter shall be returned with the reviewed drawings containing:
(1) A description of the submittal
(2) The status of the submittal
(3) A listing of sheet numbers and titles reviewed
(4) If the design reviewed was an alternate design, a notation declaring that an
alternate design was presented and what criteria were used to determine if the
alternate design is adequate and acceptable
(5) If the submittal was not "accepted without exception" an explanation of the
exceptions
• Show drawings reviews include the following:
(1) Prestressed Concrete Girder Sheets — Optional Design, Index, Bearing Pad,
Erection Details, Fabrication Details, Standards, WWF Option
(2) Retaining Wall Fabrication Details — Wall geometry, Casting details,
connections, corner, inlet, coping, and TRF details.
(3) Culvert/Manhole/Inlet/Concrete Fence Fabrication Details
Page 3 of 4
3. Review forming details. Forming details will be reviewed based on the same procedures
outlined in section for review and approval of shop drawings. Formwork review details
include sheets for Bent 2 &3, Bent 4, and curved rail sheets.
4. Respond to up to 15 requests for information (RFIs) that will on average take 4 hours
each to address. The engineer shall document each question in sufficient detail,
formulate a response and submit a written version of the response to the State for
distribution to all involved parties.
5. Provide minor redesign for up to 5 design changes (major redesign should be handled
with a contract supplement). Minor redesign shall consist of anything anticipated to take
less than 16 hours to complete. Anything anticipated to take more than 16 hours should
be handled through a contract supplement.
6. Develop up to 5 change orders that will on average take 16 hours each to prepare.
Change orders documents will be submitted to the City in electronic format.
7. Assemble as-built plans based upon redesign requests performed under Task 14 item 5.
Two (2) hard copies and an electronic version of the final as-built plans wilt be submitted
to the City upon project completion.
DELIVERABLES
1. Up to two cave closure plans approved by TCEQ
2. Additional typical section, plan and profile, illumination, pavement marking and erosion
control sheets necessary for 100%plans for extension of project to Sam Bass Rd.
3. Updated quantity sheets and project layout and benchmark location map for 100%plans
for extension of project to Sam Bass Rd.
4. Landscaping, irrigation and precast concrete fence 100%PS&E.
5. Reviewed shop drawing and forming details, responses to RFIs, minor redesign plan
revisions, constructability review responses, change orders and as-built plans.
Page 4 of
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
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