R-2015-2745 - 8/27/2015 RESOLUTION NO. R-2015-2745
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with Freese and Nichols, Inc. for the Dry Branch Tributaries Project, and
WHEREAS, Freese and Nichols, Inc. has submitted Supplemental Contract No. 1 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. 1 with
Freese and Nichols, 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. 1 to the Contract with Freese and Nichols, 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 27th day of August, 2015.
IL"--
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
SARA L. WHITE, City Clerk
0112.1504;00340499
EXHIBIT
"All
oo
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 1
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: FREESE AND NICHOLS,INC. ("Engineer")
ADDRESS: 10431 Morado Circle, Building 5, Suite 300,Austin, TX 78759
PROJECT: Dry Branch Tributaries
This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and Freese and Nichols, Inc.,
hereinafter called the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 8th day of August, 2014 for the Dry Branch Tributaries Project in
the amount of$48,572.00; and
WHEREAS, it has become necessary to amend the Contract to modify the provisions for the
scope of services and to increase the compensation by$228,637.00 to a total of$277,209.00;
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
I.
Article 1, City Services and Exhibit A, City Services shall be amended as set forth in the
attached Addendum To Exhibit A.
II.
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.
III.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$228,637.00 the lump sum amount payable under the Contract for a total of $277,209.00, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
Supplemental Contract Rev.12/01/08
0199.1443;00339342 84275
1
FREESE AND NICHOLS,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
0199.1443;00339342 84275
2
City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
Addendum to EXHIBIT A
City Services
Exhibit A"City Services" in the Contract for Engineering Services between the City of Round Rock and
Freese and Nichols, Inc. dated August 8, 2014 is amended by Supplemental Contract No. 1 as follows:
Delete Item 4 in it's entirely and replace with the following:
"4. Assist the Engineer as necessary in obtaining access,or right-of-entry,to properties to
allow for observations or data acquisition during execution of the Contract."
A-1 of 1
City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
Addendum to EXHIBIT B
Engineering Services
Exhibit B"Engineering Services" in the Contract for Engineering Services between the City of Round Rock
and Freese and Nichols, Inc. dated August 8, 2014 is amended by Supplemental Contract No. 1 as
follows:
1. PROJECT DESCRIPTION
Add the following at the end of paragraph 2:
Furthermore,the project will include the final design modeling, development of the plans,
specifications, and associated documents for one or more of the schematic design alternatives
selected by the City, and assistance during the bid and construction phases.
2. SCOPE OF WORK
Add the following to the bulleted list:
• Task 6: Design Surveys, Geotechnical Investigation,and Site Visits
• Task 7: Final Design
• Task 8: Environmental Permitting
• Task 9: Bid and Construction Phase Services
2.1 Work Breakdown Structure Tasks and Description
2.1.1 Task 1: Project Management
At the end of the section delete "for a period of 3 months"
2.1.3 Letter Report
Delete the section number 2.1.3 and replace with 2.1.5
Add the following after Section 2.1.5:
2.1.6 Task 6: Design Surveys Geotechnical Investigation,and Site Visits
a. Make up to two site visits to examine existing conditions and validate design
decisions during preparation of the final design documents.
b. Design Survey:Coordinate with CP&Y(Wallace Group)to perform site surveys for
each of the Project Areas based on their attached detailed scope of services. A
summary of the services is as follows:
• Survey will include horizontal and vertical control to be included in the
construction plans to establish project construction in the field. Horizontal
B-1 of 5
City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
control shall be North American Datum 1983 on the Texas State Grid
Coordinate System Central Zone Grid Coordinates carried to the second-
order accuracy to permit construction staking to third-order accuracy.
Vertical control shall be based on the U.S. Geological Survey North
American Vertical Datum 1988(NAVD 88).
• Conduct a topographic survey of the project sites as identified in attached
detailed scope of work including one-foot contours; location of boundary
monuments,easements,and ROW lines;surface features including utilities,
structures, and trees; infrastructure parameters such as flow lines, pipe
size, and material for utilities and storm drain; "locates" for underground
utilities shall be obtained and such locates shall be captured in the survey.
• Provide and submit one sealed and signed hard copy of the survey drawings
and one digital AutoCAD copy with an ASCII file of points collected.
• Project Areas are generally defined as follows and shown on the exhibit
attached to the detailed scope of work:
• Mimosa Trail—Survey limits will be from just upstream of Mimosa Trail to
the downstream confluence (about 550 feet downstream of the road) and
from the edge of easement to edge of easement on either side of the
channel.The survey includes a portion of the Mimosa Trail ROW on either
side of the creek for access determination and a number of spot shots to
verify elevations at critical locations.
• Dry Branch Reach 1- Survey limits will be from approximately 50-feet
upstream of the existing concrete chute at Canyon Trail to the downstream
concrete drop structure (about 625 feet) and will be from the edge of the
existing drainage easement on the west to the edge of the easement on the
east side of the channel. On the east side of the existing easement addition
survey will include portions of lots 4 and 5 to provide information for
relocating the channel into the easement and tying in to natural grade.
• Dry Branch East Tributary—The survey limits will extend from the existing
concrete drop structure upstream to approximately 50-feet upstream of
the confluence of the two small tributaries (approximately 1,200 feet of
channel). The survey will extend approximately 20-feet outside of the
existing drainage easements on both sides of the channel. The new survey
will use the data previously gathered during the 2008 survey of this project
area to the extent practicable in an effort to reduce costs.
• Local Drainage Area — The survey will include an approximately 50-foot
wide strip from the centerline of the channel east past the existing privacy
fences (about 450 feet).
• Local Drainage Area Easement—Preparation of the Metes and Bounds for
acquisition of a permanent drainage easement if needed.
C. Geotechnical Investigation and Recommendations: Coordinate with Holt
Engineering to perform geotechnical drilling,testing, and engineering to provide
recommendations and stability analysis for the gravity block wall design for the
Dry Branch East Tributary Channel Improvements based on their attached
detailed scope of work.
B-2 of 5
City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
2.1.7 Task 7: Final Design
a. Final Hydraulic Modeling: Prepare final hydraulic models based on survey data to
reflect the final design configurations.The final hydraulic models will include:
Mimosa Improvements — the final design configuration will be determined
with the City based upon revised"maximum excavation","minimum excavation",
and upstream pond (insert pond designed by others) hydraulic models. It is
anticipated that the proposed Mimosa Improvements model results will be
submitted to the City for selection of the final design configuration prior to
proceeding with development of the plans.
Dry Branch Reach 1, Dry Branch East Tributaries,and local drainage area—the
final design configurations and hydraulic models will be revised based on
topographic surveys and adjustments made during design with City input. The
models of the Dry Branch Reach 1 and East Tributaries will be revised in
conjunction with development of the plans.
b. Plan Preparation - FNI will further refine the selected alternatives based on
feedback and comments provided by the City. In addition, any updates to the
hydraulic modeling will be incorporated into the plans as they progress towards
the 100% PS&E
• The City of Round Rock standard construction contract documents will be
used.
• For the purpose of budgeting and scheduling, it is assumed that the major
project areas will be bid as one project.
• Hydraulic models will be updated as needed based on survey and final
design configurations/changes made during final design to reflect the
proposed conditions.
C. 60% Design (Interim). Upon City selection of final design configuration prepare
60% construction documents. The 60% submittal will include preliminary
drawings (notes sheets, traffic control, layout sheets for the channel
modifications, construction work areas, tree protection, typical cross-sections,
erosion and sediment controls, and standard details), and an updated opinion of
probable construction cost.
d. Final (100%) Design Submittal. Upon receipt of the City's 60% review comments
FNI will prepare the 100%construction contract documents.
e. Technical Specifications - Technical Specifications will be based on the City's
Standard Specifications and be supplemented where necessary. This scope of
services includes preparation of a City Bid Form and Technical Specifications
Amendments to be included in a standard Project Manual, but does not include
preparation of an entire Project Manual.
f. Submittal Preparation - FNI will prepare electronic copies of the Plans
Preparations for the interim and 100% PS&E submittal. For the 100% submittal,
this shall include a copy of any hydrologic and hydraulic modeling along with any
spreadsheets used in the preparation of the technical analysis.
g. Engineer's Estimate of Probable Construction Costs- Upon completion of design
an Engineer's Estimate of Probable Construction Costs will be developed and
included with the final submittal package.
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City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
h. Deliverables-Deliverables will include 1 original plus 3 copies of the construction
plans, produced on 22" x 34" sheets, three sets of technical specification
amendments, and the Engineer's Estimate. Hard copies and electronic (PDF)
copies of each deliverable will be provided.
2.1.8 Task 8: Environmental Permitting
a. Make at least one site visit to each project site to identify existing conditions and
potential environmental constraints.
b. Prepare a memorandum to file summarizing the site conditions, proposed
improvements,and permitting requirements.
• The projects are located outside of the Edward's Aquifer Contributing and
Recharge zones so no EAPP is required.
• The Dry Branch East Tributaries were submitted for THC coordination in
2008 and was cleared. If needed FNI will submit a THC coordination letter
for the Dry Branch Reach 1 and Mimosa Trail projects.
• Federal Permitting. Prepare the PCN for each project. Based on preliminary
review of the existing conditions and proposed improvements it appears
the Mimosa Trail Channel Improvements, Dry Branch East Tributary
Channel Improvements, and Dry Branch Reach 1 Channel Improvements
can be covered by Nationwide Permit (NWP); however, due to the lengths
of the projects they will require notification and coordination with the
USACE District Engineer. A jurisdictional determination report will be
prepared for each of the three channel improvement projects in support of
the pre-construction notification (PCN) if needed.
• Due to the existing conditions of the Dry Branch Reach 1 Channel and the
need for channel realignment, it is possible that the USACE will not allow
the project to proceed under the NWP.
• The District Engineer has the discretion to require submittal of a pre-
construction notification (PCN) for projects under a NWP that exceed the
minimum thresholds for notification.
• If the projects are not covered under the NWP and require submittal of
additional documents to the USACE those will be completed as additional
service
2.1.9 Task 9: Bid and Construction Phase Services
a. When and as requested by the City, the Engineer will provide Bidding and/or
Construction Administration services; typical services that could be selected by
the City include, but shall not be limited,to the following:
• Prepare for and conduct the Pre-bid meeting; be available to discuss and
answer questions regarding the construction Drawings,specifications, and
other pertinent items.
• Review Contractorwork experience and references;issue recommendation
of award to City.
• Prepare "Release for Construction" sets of Drawings and issue to City and
Contractor prior to or at Pre-construction conference; sets shall
B-4 of 5
City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
incorporate any clarifications resulting from any addenda issued or other
appropriate modifications prior to issuance.
• Prepare for and conduct Pre-construction Conference.
• Review Contractor submittals; issue comments and/or recommendations.
• Review Requests for Information (RFI's) from the Contractor during
construction and issue appropriate responses or clarifications to both the
City and the Contractor.
• Visit the project site up to 12 times during construction (approximately
every other week)to observe the general progress and quality of the work.
• Coordinate and conduct the final "walk-through" of the completed work;
prepare and issue punch list to Contractor and the City.
• Prepare record drawings from information readily observed during site
visits, or as provided by the City and the Contractor.
3. KEY PERSONNEL
Add the following to table B-1:
NAME TITLE
Blaine Laechelin, P.E. Project Engineer
Claire Guzman, E.I.T. Staff Engineer
Tanner Griffin, LEED AP,CDT Construction Management
B-5 of 5
GEOTECIINICAL ENGINEERING CONSTRUCTION INSPECTION
DRILLING&SAMPLING ENGINEERING,INC. LABORATORY TESTING
FOUNDATION DESIGN MATERIALS TESTING
22 July 2015
Freese and Nichols, Inc.
10431 Morado Circle
Suite 300
Austin,Texas 78759
Attn: Mr.Jerome (Jay) W. Scanlon III, P.E., CFM, ENV-SP
Re: Stream Bank Improvements
Ray Bergland Boulevard
Round Rock, Texas
Dear Mr. Scanlon:
As per your request, we are providing a cost estimate for the Stream Bank Improvements along Ray Bergland
Boulevard in Round Rock,Texas. It is our understanding the City of Round Rock is planning improvements to the
stream channel and embankments.
We recommend drilling, logging and sampling 3 to 5 borings to depths of 10 feet to 15 feet. Any rights-of-entry
needed should be obtained by the City. The purpose of the borings is to determine the subsurface soil conditions and
obtain samples for laboratory testing. Laboratory testing will be provided on selected soil samples; however, we
expect minimal testing will be needed at this time.
We will provide an engineering report with boring logs,boring location plan,description of subsurface conditions and
preliminary recommendations for suitable bank stabilization options. We will provide the engineer with soil design
parameters such as cohesion, phi angle and unit weight. We are providing options for global stability analysis for the
proposed repair options for the bank stabilization, if needed,at three cross sections.
We have attached a cost estimate and conditions for the initial geotechnical investigation and engineering services.
The cost for our services will range from approximately $5,542.00 to $5,820.00 depending on the actual soil
conditions encountered.
We appreciate the opportunity to offer our services and we look forward to working with you on this project. If we
can answer any questions concerning the above,please do not hesitate to call.
Sincerely,
. /—?- V,
Steve B.Johns , P.E.
Manager Geotechnical Division
Holt Engineering, Inc.
TBPE Firm Registration No. F-430
2220 Barton Skyway-Austin,Texas•78704•Ph.(512)447-8166•Fax(512)447-0852
GEOTECHNICAL INVESTIGATION
FOR
STREAM BANK IMPROVEMENTS
RAY BERGLAND BOULEVARD
ROUND ROCK,TEXAS
COST ESTIMATE:
I. Engineer's Site Visits: 3 Hrs.@$165.00/Hr..................................................$ 495.00
2. Rig Mobilization:............................................................................................. 550.00
3. Drilling, Logging,and Sampling:
3 Borings @ 15 Ft/Ea.@$300.00/Ea.............................................................. 900.00
4. Laboratory Testing(Atterberg Limits, Unconfined Compression
Tests, Minus#200 Sieve Tests, Moisture Contents, etc.):............................... 600.00
5. Engineering Report with Embankment Design Criteria&
Construction Considerations:......................................................................... 1,500.00
TOTAL ESTIMATED COST.............................................................$ 4,045.00
6. Stability Analysis: 3 Cross Sections ............................................................... 1,500.00
TOTAL ESTIMATED COST WITH ANALYSIS............................$ 5,545.00
COST ESTIMATE RANGE-$5,542.00 to$5,820.00
CLIENT INFORMATION: (Responsible Billing Party)
This information must be filled out before the geotechnical investigation can be scheduled. The
undersigned agrees to the above scope of work and is responsible for payment.
Company Name(if applicable): Date:
Printed Name/Title: Signature:
Mailing Address:
Email:
Phone: Fax:
Please let us know if you would like an electronic copy(pdf file) of the report sent to the Architect,
Structural Engineer, Contractor, etc. Thank you.
(1)
(2)
(3)
Name Email Address(if known)
Stream Bank Improvements
22 July 2615
Page 2 of 3
H2220 OFT Barton Skyway—Austin.Texas—78704—Ph.(512)447-8166—Fax(512)447.0852
ENCLNEER4'SG,
THE ATTACHED COST ESTIMATE IS BASED ON THE FOLLOWING CONDITIONS:
1. This cost estimate is based on the site being accessible for our truck-mounted drill rig.
2. Depending on weather conditions, some rutting of site may occur and should be
expected.
3. Right of entry and right to clear vegetation if necessary,will be provided by others.
4. Holt will notify Dig Tess to locate public utilities. Private utilities must be located by
the landowner prior to the drilling operation. Holt will make a reasonable effort to
avoid underground utilities; however, if a utility should be breached it is the property
owner's responsibility for repairs.
5. The attached cost estimate may change based on changes or alterations to the scope of
services. Additional costs may be incurred for engineering consultation with the
Architect, Structural Engineer,and/or Contractor.
6. The cost estimates included in this proposal are guaranteed for 90 days from the date of
this cost estimate.
7. Items and costs provided in the cost estimate may be moved between the various work
elements to accommodate the overall project budget. In addition, engineering hours
may shift between the various tasks as needed to complete the scope of the project as
demands dictate.
8. Payment is due within 30 days Net from date of invoice. Clients with outstanding
balances past 30 days are subject to a late fee. It is the client's responsibility to report
billing errors immediately upon receipt.
9. This is an agreement between the parties,whose names appear above,and no one else.
Further,this agreement is not intended for any other person's benefit. The parties agree
that there are no express or implied warranties applicable to the professional services
provided under this agreement; instead, performance under this agreement will be
measured by the standards of care applicable to licensed professional engineers in
Texas.
We appreciate the opportunity to submit this proposal and look forward to working with you on this
project. Please call us if we can be of any additional assistance.
Stream Bank Improvements
22 July 2015
Page 3 of 3
H2220 OYr Barton Skyway-Austin,Texas-78704-Ph.(512)447-8166-Fax(512)447.0852
ENGINEERING,
- E WALLACE 'Ci-IR 0 U P
enainee,s architects surveyors
A CP&Y COMPANY
July 27, 2015
Jerome(Jay)W.Scanlon III, P.E., CFM
Freese and Nichols, Inc.
10431 Morado Circle,
Building 5,Suite 300
Austin,Texas 78759
RE: Proposal for Professional Surveying Services
Design Surveys—4 Project Areas in Round Rock,TX.
Dear Mr.Scanlon,
Thank you for the opportunity for The Wallace Group (TWG) to provide professional surveying
services in connection with your request to perform survey services as outlined by you in an email
with attachments sent to the attention of Dan Flaherty via email on June 28, 2015 and July 27, 2015
(see attached). Based upon our understanding of your needs at this time, we propose the following
specific services:
A. SCOPE OF SERVICES
1. Dry Branch Reach 1
TWG will provide the professional and technical staff necessary to perform a detailed
topographic survey of the area highlighted in red on the attached exhibit. The survey will
include topo, hardwood trees (8" or greater), surface features, visible utilities within
existing easement, and fence lines within or on the edge of the easement. Survey will
begin about 50-feet upstream of concrete chute at Canyon Trail downstream to the existing
concrete flume. We will verify existing 100-foot easement location.
2. Dry Branch East Tributaries
TWG will provide the professional and technical staff necessary to perform a detailed
topographic survey of the area highlighted in red on the attached exhibit. The survey will
include topo, hardwood trees (8" or greater), surface features, fence lines and visible
utilities within or on the edge of the easement. Survey will begin about at the downstream
concrete chute and go upstream approx. 1,200 feet. We will verify existing easement(s)
location. TWG will go a little beyond the edge of the easement for tie-in and possible
construction easements (approx. 20-ft.).
3. Mimosa Trail—Downstream Channel Improvements
TWG will provide the professional and technical staff necessary to perform a detailed
topographic survey of the area highlighted in red on the attached exhibit. The survey will
include topo, hardwood trees (8" or greater), surface features, fence lines and visible
utilities within or on the edge of the easement. We will verify existing easement location.
www.wallace-group.com
WACO KILLEEN DALLAS ROUND ROCK
1 Ct)isholm Trail,Suite 130,Rourdt 512.2.48.0065
TBPE F-54 _SP!_S 10051701
WALLACE Page 2 of 3
Freese and Nichols,Inc. Jay Scanlon
July 27,2015
TWG will also obtain finish floor elevations on 4 structures and detail 1 storm drain inlet as
shown on the attached exhibit.
4. Local Drainage Issue(diversion berm or ditch?)
TWG will provide the professional and technical staff necessary to perform a detailed
topographic survey of the area highlighted in red on the attached exhibit. The survey will
run along the wooden fence of 3 houses to apparent fence east and to the center of the
channel to the west. Survey will include topo and hardwood trees (8" or greater) for an
approx.50-foot wide strip.
B. SUMMARY OF FEES
Item Description Fee Basis Amount
1. Dry Branch Reach 1 Survey Lump Sum $6,500.00
2. Dry Branch East Tributaries Lump Sum $12,000.00
3. Mimosa Trail—DS Improvements Lump Sum $8,100.00
4. Local Drainage Issue Lump Sum $3,200.00
TOTAL $29,800.00
TWG will prepare field notes and exhibit maps for any proposed easements for an additional fee of
$1,200 each. Easements in excess of 2,000 feet or exceeding 8 courses due to meandering
geometry will be counted as two easements.
We made the following assumptions in preparing this proposal:
• The City of Round Rock and Freese & Nichols, Inc. will assist TWG in obtaining necessary right-
of-entry.
• We will conduct the necessary research in order to obtain plats and deeds to help us establish
the applicable boundaries or easements for the 4 areas(or as needed).
• All horizontal and vertical data will be based on the City of Round Rock control network(Texas
State Plane Coordinate System,Central Zone, NAD83&NAVD88).
• We will contact Texas One-Call (Texas 811) for marking of underground utilities for the
segments adjacent to public right-of-ways and field locate paint marks and pin flags.
• All survey data will be reviewed by a Registered Professional Land Surveyor.
• TWG will utilize both GPS and traditional methods to survey,whichever is deemed best for that
particular situation.
• Our field crew will consist of 2 or 3 men wearing easily identifiable uniforms with lime green
safety vests and their crew truck will have the company name on the side.
• Trees having a diameter of less than 8"will not be located.
• TWG will provide an electronic file of the survey in AutoCAD Civil 3D Format.
Page 3 of 3
Freese and Nichols,Inc. Jay Scanlon
July 27,2015
C. SCHEDULE
TWG can commence the work effort within three (3) to five (5) working days of receipt of Notice to
Proceed and complete all four design surveys within twenty (20) to twenty-five (25) working days
after that.
D. ADDITIONAL SERVICES
Any services not mentioned in Section A above may be provided for an additional fee and will be
billed at our standard hourly rates.
Certificate of Insurance is available upon request.
All surveying services are under the jurisdiction of the Texas Board of Professional Land Surveying,
Building A, Suite 156, 12100 Park 35 Circle, Austin, Texas 78753 (512-239-5263). Any complaints
about surveying services should be sent to the above address to the attention of the Complaints
Offices of the Board.
We appreciate the opportunity to work with you and look forward to being of service. If you think we
have omitted any service you require or misinterpreted your request, please let me know. Thanks for
inviting us to propose.
Respectfully submitted,
The Wallace Group,
A CP&Y, Inc.Company
r
1 A r
�fi�L Z
CaDa,iel'11. Flaherty, R.P.L.S. ^�
Survey Dept. Manager t
ACCEPTED:
Freese and Nichols,Inc.
Authorizing Signature/Title
Date
BRANCH EASTr
DRY BRANCH REACH 1
TRIBUTARIES # --
Topo,trees,surface features Topo,trees,surface features
and utilities within existing ''
and utilities within existing
easement...pick up fencelines
easement...pick up fencelines
within or on the edge of the1 and utilities within or on the
easenment.... Begin about 50-
feet upstream of concrete edge of the easenment.... J
Begin at the downstream
chute at Canyon Trail I t
. ,�. -"n 99� concrete chute and go t
downstream to the existing upstream approximately 1200 I I
concrete flume.._ 1
feet to survey channel for t
4
Verify existing 100-fool rF, "` reconstruction within the f
easement location from rX�, , ,
previous easement...,
survey(FNI provide).
Verify existing easement(s)
location from previous survey
P, _ (FNI provide)...Need to go a
little beyond the edge of the t
_ — easement on both sides to e
r — allow for tie-in and possible ! F`
temporary construction
s' easements(approx 20-ft)
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Dry Branch East Tributaries
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AN
City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
Addendum to EXHIBIT C
Work Schedule
Exhibit C"Work Schedule" in the Contract for Engineering Services between the City of Round Rock and
Freese and Nichols, Inc. dated August 8, 2014 is amended to include the design schedule and anticipated
bid and construction phase durations as shown below.
IDTas Task Name (Duration Start Finish Predecessors
Mo�
15 Qtr 4,2015tr 1 2016_]_Qtr 2,2016
Q AugSe i Oct Nov Dec:Jan Feb l Mar l A r I May'..Jun
1 Project Duration 340 days Mon 8/31/15 Fri 12/16/16
4 Notice to Proceed 0 days Mon 8131/15 Mon 8/31/15 ♦18/31
I
5 D Project Initiation 5 days Mon 8/31/15 Fri 9/4/15 4 0
6 Survey 25 days Mon 9/7/15 Fri 10/9/15 V
11 Final Design 100 days Mon 10/12/15 Fri 2/26/16
19 p Permitting 120 days Mon 9/7/15 Fri 2/19/16 '..
25 Bid and Award 65 days Mon 2/29/16 Fri 5/27/16 9
32 p Construction Phase 125 days Mon 5/30/16 Fri 11/18/16
36 p Project Closeout 4 wks Mon 11/21/16 Fri 12/16/16 32
Task -- External Milestone O Manual Summary Rollup
Split Inactive Task "- Manual Summary W-————-
Project:DBTSchedule 02 Milestone . Inactive Milestone ? Start-only C
Date:Thu 7/16/15 Summary PAW Inactive Summary � Finish-only 3
Project Summaryr� Manual Task r== -� Deadline 1
External Tasks Ouration-only Progress
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City of Round Rock Dry Branch Tributaries
Contract for Engineering Services
Addendum to EXHIBIT D
Fee Schedule
Exhibit D "Fee Schedule" in the Contract for Engineering Services between the City of Round Rock and
Freese and Nichols, Inc. dated August 8, 2014 is amended by Supplemental Contract No. 1 as follows:
Project
Name: Dry Branch Tributaries
Supplemental Contract No.1 Amount
Total Total Loaded Other
Labor Labor Cost Direct Subconsultants TOTALS
Task Hours Costs
Task 1: Project Management 60 $10,540.00 $0.00 $0.00 $10,540.00
Task 6: Survey,Geotech,Site Visits 20 $3,052.00 $0.00 $38,020.00 $41,072.00
Task 7: Final Design 958 $124,118.00 $0.00 $0.00 $124,118.00
Task 8: Environmental Permitting 296 $38,638.00 $0.00 $0.00 $38,638.00
Task 9: Bid and Construction Phase Services 107 $13,769.00 $500.00 $0.00 $14,269.00
SUPPLEMENTAL TOTAL: 1441 1 $190,117.00 j $500.00 j $38,020.00 1 $228,637.00
Original Contract Amount
Total Total Loaded Other
Labor Labor Cost Direct Subconsultants TOTALS
Task Hours Costs
Task 1: Project Management 29 $4,843.00 $20.00 $0.00 $4,863.00
Task 2: Date Review and Field Reconn 54 $7,303.00 $40.00 $0.00 $7,343.00
Task 3: Update Existing H&H Analysis 82 $9,890.00 $20.00 $0.00 $9,910.00
Proposed Analysis and
Task 4: Recommendations 145 $18,256.00 $20.00 $0.00 $18,276.00
Task 5: Prepare Letter Report 63 $8,160.00 $20.00 $0.00 $8,180.00
ORIGNINALTOTAL: 373 $48,452.00 $120.00 $0.00 $48,572.00
Total Contract Amount
Total Total Loaded Other
Labor Labor Cost Direct Subconsultants TOTALS
Task Hours Costs
Task 1: Project Management 89 $15,383.00 $20.00 $0.00 $15,403.00
Task 2: Date Review and Field Reconn 54 $7,303.00 $40.00 $0.00 $7,343.00
Task 3: Update Existing H&H Analysis 82 $9,890.00 $20.00 $0.00 $9,910.00
Proposed Analysis and
Task 4: Recommendations 145 $18,256.00 $20.00 $0.00 $18,276.00
Task 5: Prepare Letter Report 63 $8,160.00 $20.00 $0.00 $8,180.00
Task 6: Survey,Geotech,Site Visits 20 $3,052.00 $0.00 $38,020.00 $41,072.00
Task 7: Final Design 958 $124,118.00 $0.00 $0.00 $124,118.00
Task 8: Environmental Permitting 296 $38,638.00 $0.00 $0.00 $38,638.00
Task 9: Bid and Construction Phase Services 107 $13,769.00 $500.00 $0.00 $14,269.00
TOTAL: 1814 $238,569.00 $620.00 $38,020.00 $277,209.00
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