Contract - CP&Y, Inc. - 11/8/2018 STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 2
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: CP&Y,INC. ("Engineer")
ADDRESS: 13809 Research Boulevard, Suite 300,Austin, TX 78750
PROJECT: Kenney Fort Boulevard (Segments 2 &3)
This Supplemental Contract No. 2 to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and CP&Y, Inc., hereinafter called
the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 11th day of February, 2016 for the Kenney Fort Boulevard
(Segments 2 & 3) Project in the amount of$933,519.78; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 1 on April 12, 2018 to
amend the scope of services and to increase the compensation by $135,900.00 to a total of
$1,069,419.78; 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 $840,597.18 to a total of$1,910,016.96;
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.
Supplemental Contract Rev.06/16
0199.1603;00411364 84275
f-,'7,01D ,WrA
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III.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$840,597.18 the lump sum amount payable under the Contract for a total of$1,910,016.96, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
[signature pages follow]
Supplemental Contract Rev.06/16
0199.1603;00411364 84275
2
CP&Y, INC.
By:
".2018
O eratin O icer
Octo e
Date
Supplemental Contract Rev.06/16
0199.1603;00411364 84275
3
CITY OF RO ND ROC APP OVED AS TO F RM:
r
By:
Craig Morg n,Ma r Stepha L. Sheets, City Attorney
I( 'S '192
Date
Supplemental Contract Rev.06/16
0199.1603;00411364 84275
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ADDENDUM TO EXHIBIT A
City Services
The City will furnish to the Engineer the following information and/or perform the following tasks:
1. Provide any existing data the Owner has on file concerning the project, if available.
2. Assist with the coordination of any required public involvement, attend one-on-one meetings with
officials, neighborhood groups, and local businesses and attend an open house, if necessary. For
public meetings or hearings, schedule and reserve the meeting location and place the required
advertisements.
3. Assist the Engineer, as necessary, in obtaining any required data and information from the State,
County, Upper Brushy Creek Water Control & Improvement District, neighboring Cities and/or
other franchise utility companies.
4. Give prompt written notice to Engineer whenever the Owner observes or otherwise becomes
aware of any development that affects the scope or timing of Engineer's services.
5. Meet on an as needed basis to answer questions,provide guidance and offer comment.
6. Provide construction inspection and construction testing services including coordination and
scope of services.
7. In conjunction with the Texas Department of Transportation(TxDOT),provide the following:
a) Federal Highway Administration(FHWA) coordination
b) Environmental document review
c) Relevant prior and/or adjacent plan sets, studies, and planning documents
d) Ground Penetrating Radar(GPR)testing of existing frontage road pavement
e) Review and approval of traffic volume projections
f) Equivalent Single Axle Load(ESAL)calculations
8. Provide existing signal timing information for study intersections.
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ADDENDUM TO EXHIBIT B
Engineering Services
The Kenney Fort Boulevard(Segments 2&3)Project will extend Kenney Fort Boulevard from the current terminus at Forest
Creek towards the south to SH 45, and widen Gattis School Road between Round Rock Ranch Blvd. and Rusk Road. The
full length of the Kenney Fort Blvd.extension is approximately 1.5 miles along Kenney Fort Blvd,and 0.3 miles along Gattis
School Road.Construction within the SH 45 right-of-way will be necessary to tie the new(Kenney Fort Blvd.)roadway into
the frontage road and replace large guide signs along SH 45.
Design services related to the design and plan production for this project will be performed in accordance with the latest
available City of Round Rock and TxDOT manuals,guidelines and standards,as applicable.The project shall consist of a 6-
lane divided arterial with culvert crossings, raised median, curb and gutter, sidewalks and shared-use-paths, drainage
facilities, street lighting, traffic signal design and modifications and public water / wastewater utility adjustments. The
Engineer shall provide the necessary engineering and technical services for the completion of identification of utility conflicts,
coordination with utility companies, preparation of PS&E, bid phase services and construction phase services. The final
major deliverable for this phase will be detailed PS&E suitable for bidding and construction.
The development of the project will be consistent with applicable City of Round Rock and TxDOT design procedures and
practices.This project will be developed utilizing Microstation V8i and Bentley Geopak V8i.
In May 2018,the Capital Area Metropolitan Planning Organization awarded federal funding to the City for construction of
the Project;thus,federalizing the Project and triggering the requirements of the National Environmental Policy Act(NEPA).
To satisfy the requirements of NEPA, coordination with TxDOT is required and preparation of a NEPA document is
necessary. Resource-specific technical reports and additional public involvement is also required to satisfy state/federal
requirements. The additional (NEPA-related) work to be performed by the Engineer shall consist of preparation of an
environmental document (an environmental assessment is anticipated), updates to the previously-prepared draft technical
reports,preparation of additional reports required by TxDOT, and additional public involvement(stakeholder meetings and
a public hearing).
Exclusions: For purposes of this scope, it is assumed that any required coordination with Resource Agencies will be
conducted by TxDOT; thus, agency coordination is not included in this scope of services. In addition, preparation of any
permits that may be required, including a Section 404 permit, is not included in this scope of services. If environmental
permitting is determined to be required,a supplemental work authorization will be required
Agency abbreviations are as follows:
City of Round Rock (City) , Texas Department of Transportation (TxDOT), Texas Department of Transportation
Environmental Division (TxDOT-ENV), Federal Highway Administration (FWHA), Capital Area Metropolitan Planning
Organization(CAMPO),Environmental Protection Agency(EPA), Texas Historical Commission(THC),National Register
of Historical Places (NRHP), Federal Emergency Management Agency (FEMA), Texas Commission on Environmental
Quality(TCEQ),Upper Brushy Creek Water Control and Improvement District(UBWCID).
The tasks and products are more fully described in the following TASK OUTLINE.
TASK OUTLINE
I. SURVEYING SERVICES
A. GEOTECHNICAL INVESTIGATIONS (provided by Corsair Consultants,Inc.)
1. Soil Borings—Geotechnical and Falling Weight Deflectometer(FWD)Testing
(a) Perform two(2)borings spaced at approximately 1,000 feet apart along the Gattis School alignment,alternating
the drilling location between the edges of right-of-way.
(b) If expansive soils are encountered (PVR > 2") and a lime stabilized subgrade option is desired, additional
borings may be needed to comply with TxDOT pavement design requirements.Drill these borings to a minimum
depth of ten(10)feet to map geology and collect PI information if soils are expansive for PVRcalculation.
2. Laboratory testing will be performed to determine the soil's plasticity and strength characteristics,including:
(a) NRCS Soil Classification
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(b) Atterberg Limits Tests
(c) Sieve Analysis
(d) Soluble Sulfate Content
(e) Moisture Content
(f) Unconfined Compressive Strength
(g) Resilient Modulus Testing of the subgrade
(h) Eades and Grim(ASTM D6276)pWlime series
3. The Engineer will coordinate with locator service to determine existing utility locations.
B. DELIVERABLES (provided by The Wallace Group)
1. The Surveyor shall provide:
(a) 2D MicroStation V8 planimetric file.
(b) 3D MicroStation V8 DTM file including break-lines and 1 foot contours.
(c) Geopak V8i DTM(tin)file.
(d) ASCII point file.
(e) Two CD-ROM containing the specified files.
(f) PDF file of each Surveyor's project field book.
(g) Spreadsheet of landowners for right-of-entry letters
C. ASSUMPTIONS (provided by The Wallace Group)
1. The Surveyor shall notify the client prior to performing the work if:
(a) Sufficient right-of-way monumentation cannot be found to re-establish the existing alignments and associated
right-of-way lines along the project corridor.
(b) The work is delayed due to weather or other circumstances beyond the Surveyor's direct control.
(c) Existing Project Control cannot be recovered or verified.
II. Social. Economic and Environmental Studies and Public Involvement
A. Environmental Documentation—It is anticipated that the proposed project would require an Environmental Assessment
(EA)with associated resource-specific Technical Reports to obtain environmental clearance.The Engineer shall prepare
a Scope Development Tool for the project.The completed Scope Development Tool shall be submitted to the State for
review and approval prior to initiating additional environmental investigations. The Engineer shall also prepare a
Classification Letter, which will require approval by TxDOT-ENV to document that an EA is the appropriate level of
environmental documentation.
Deliverables:
(a) Draft Scope Development Tool—The Engineer shall submit one(1)electronic copy.The Engineer will respond
to two(2)rounds of review comments.
(b) Final Scope Development Tool—The Engineer shall submit one(1)electronic copy.
(c) Draft Classification Letter—The Engineer shall submit one(1)electronic copy.The Engineer will respond to
two(2)rounds of review comments.
(d) Final Classification Letter—The Engineer shall submit one(1)electronic copy.
B. Technical Reports—Resource-specific technical reports shall be produced before the EA is prepared in order to identify
issues early in the process. In some instances, TxDOT utilizes standardized forms in lieu of technical reports. In those
instances, TxDOT forms will be completed and all required supporting documentation will be prepared/provided.Draft
biological resources,jurisdictional waters, and hazardous materials reports were prepared in conjunction with WA#l.
Federalization of the Project now requires those reports to be updated(per TxDOT standards)and additional reports to
be prepared. All reports require coordination with and review by TxDOT. Once accepted by the City and TxDOT,the
technical reports will be referenced in the Project EA.
1. Technical reports and forms shall be prepared in accordance with the most recent TxDOT guidelines and SOUS
(those in effect at the time of WA execution). Technical reports and forms must include sufficient information to
determine the significance of impacts.It is assumed,pending the results of the required scope development tool,the
following reports and forms will be required for the Project:
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(a) Project Description Report(includes Purpose&Need Statement and Alternatives Analysis)
(b) Community Impacts Assessment Fonn
(c) Water Resources Technical Report
(d) Biological Evaluation Form and Tier I Site Assessment Form
(e) Historic Project Coordination Request
(f) Historic Resources Survey Report
(g) Archeological Background Study
(h) Archeological Survey Report
(i) Air Quality Technical Report
0) Traffic Noise Technical Report(including noise modiling/analysis using TNM 2.5)
(k) Hazardous Materials Initial Site Assessment Form
(1) Indirect Impacts Technical Report
(m) Cumulative Impacts Technical Report
Deliverables:
(a) Draft Technical Report/Form—The Engineer shall submit one(1)electronic copy for each resource category
listed above.The Engineer will respond to four(4)rounds of review comments.
(b) Final Technical Report/Form—The Engineer shall submit one(1)electronic copy for each resource category
listed above.The Engineer will respond to four(4)rounds of review comments.
C. Environmental Assessment(EA) Content and Format—The EA shall meet the requirements of 23 CFR §771.119 and
TAC, Title 43,Part 1,Chapter 2.The EA content shall be in sufficient detail to meet regulatory requirements for legal
sufficiency and include all items listed in TxDOT's Environmental Document Review Checklist and the Administrative
Completeness Review Checklist.The EA will be developed in accordance with the most recent version of TxDOT's EA
outline.
Deliverables:
(a) Draft Environmental Assessment—The Engineer shall submit one(1)electronic copy before the public hearing.
The Engineer will respond to four(4)rounds of review comments.
(b) Final Environmental Assessment—The Engineer shall submit one(1)electronic copy after the public hearing.
The Engineer will respond to four(4)rounds of review comments.
D. Public Involvement—The Engineer shall perform public involvement activities in accordance with TAC,Title 43,Part
1,Chapter 2 and 36 CFR 800.2.
(a) Stakeholder List-The Engineer will update the Project stakeholder list(developed in conjunction with WA#1).
(b) Stakeholder Meetings-The Engineer will plan,prepare for,attend,and produce summaries of up to ten(10)
one-on-one or small group stakeholder meetings.
(c) Public Hearing - The Engineer will plan, prepare for, advertise and attend a public hearing to present the
recommended alternative and findings of the EA.Preparation for the public hearing includes the development
and production of advertising copy/notices,hand-outs,information boards,a PowerPoint presentation and other
materials.The Engineer will staff the public hearing,make required technical presentations,and provide two
(2) court reporters to record the hearing and public comments. Following the public hearing and subsequent
comment period,the Engineer will prepare and submit a public hearing comment and response report(including
copies of all written comments received and response letters, if any), summary and analysis, required
certification, verbatim public hearing transcript and other information necessary to evaluate and disseminate
information from the public hearing.
(d) Noise Workshop — The Engineer will plan, prepare for, and attend a noise workshop. Preparation for the
workshop includes the development and production of letters of invitation(to be sent via US Postal Service—
certified mail with return receipts), hand-outs, information boards, a PowerPoint presentation and other
materials. The Engineer will staff the workshop and make required technical presentations. Following the
workshop, the Engineer will poll affected property owners to determine where noise walls are desired by a
majority.The noise workshop and polling results will be documented in a Noise Workshop Summary Report.
Deliverables:
(e) Draft Project Contact List—The Engineer shall submit one(1)electronic copy.The Engineer will make up to
three(3)updates.
(f) Final Project Contact List—The Engineer shall submit one(1)electronic copy.
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(g) Draft Notifications for Stakeholder Meetings/MAPOs—The Engineer shall submit one(1)electronic copy.
(h) Final Notifications for Stakeholder Meetings/MAPOs—The Engineer shall submit one(1)electronic copy.
(i) Draft Materials for Stakeholder Meetings/MA-POs—The Engineer shall submit one(1)electronic copy.
0) Final Materials for Stakeholder Meetings/MAPOs—The Engineer shall submit one(1)electronic copy.
(k) Draft Meeting Notes for Stakeholder Meetings/1\4A-POs—The Engineer shall submit one(1)electronic copy.
(1) Final Meeting Notes for Stakeholder Meetings/1\4A-POs—The Engineer shall submit one(1)electronic copy.
(m) Draft Advertising/Notifications for Public Hearing—The Engineer shall submit one(1)electronic copy.
(n) Final Advertising/Notifications for Public Hearing—The Engineer shall submit one(1)electronic copy.
(o) Draft Materials for Public Hearing—The Engineer shall submit one(1)electronic copy.
(p) Final Materials for Public Hearing—The Engineer shall submit one(1)electronic copy.
(q) Draft Public Hearing Summary Report and Analysis—The Engineer shall submit one(1)electronic copy.
(r) Final Public Hearing Summary Report and Analysis—The Engineer shall submit one(1)electronic copy.
(s) Draft Materials for Noise Workshop—The Engineer shall submit one(1)electroniccopy.
(t) Final Materials for Noise Workshop—The Engineer shall submit one(1)electronic copy.
(u) Draft Noise Workshop Summary Report—The Engineer shall submit one(1)electronic copy.
(v) Final Noise Workshop Summary Report—The Engineer shall submit one(1)electroniccopy.
III. PLANS,SPECIFICATIONS&ESTIMATE
The engineer will develop and submit Plans,Specifications&Estimates(PS&E)plans at levels consistent with and
required for City 30%,90%,and final 100%plans.
A. UTILITY ADJUSTMENTS (provided by Cobb Fendley)
I. Utility adjustment coordination includes utility coordination meetings with individual utility companies,
communication and coordination with utilities, conflict assessment and analysis, and preparation of utility
agreements, including reimbursable and non-reimbursable. All utility coordination activities will be in accordance
with City of Round Rock&TxDOT Guidelines. There are seven(7)utilities anticipated along the project corridor,
including CenturyLink (formerly Level 3 Communications), AT&T, Atmos Gas, City of Round Rock, Grande,
Spectrum(formerly Time Warner Cable)and Oncor Electric.
(a) 60%Design Phase
(i) Coordination/Project Meetings. Utility Coordinator shall attend project team meetings to assist in
minimizing utility impacts and discuss alternatives.In addition,Utility Coordinator will conduct meetings
with individual utilities as needed (up to 4 meetings). These meetings will include meeting preparation,
travel time,and meeting minutes.
(ii) Updates to Existing Utility Layouts. The Engineer shall update the existing utility layout in the latest
version of Microstation V8 using the base topo files and 60%design files provided by CP&Y.This layout
will be utilized to assist in conflict assessment,monitor necessity of relocations and evaluate alternatives.
(iii) 60% Conflict Assessment. The Engineer will determine which utilities will conflict with roadway
construction and City or TxDOT guidelines based on the 60%design plans and make the utility company
aware of these conflicts.We will be reviewing for direct conflicts with proposed roadway improvements,
constructability conflicts,and conflicts with current rules/guidelines. A detailed list will be prepared at this
design milestone and will be communicated with the Utility Owners and design team.
(iv) Evaluate Relocation Alternatives. The Engineer will evaluate alternatives in the adjustment of utilities
balancing the needs of both the City and the Utility.
(v) Prepare Proposed Utility Layout. The Engineer shall prepare a proposed utility layout(concept plan)using
the latest version of Microstation V8.The proposed utility layout will overlay the base topo files and 60%
design files provided by CP&Y. This layout will be utilized to assist in evaluating relocation alternatives
and corridor assignments.
(vi) Coordinate Reimbursable and Non-Reimbursable Adjustments. If a utility is located within an easement,
the utility company may have a compensable interest. The utility company must furnish a copy of their
easement document. The Engineer shall determine if a compensable interest exists and the owner's degree
of eligibility and prepare a packaged agreement utilizing City of Round Rock reimbursement agreement
forms,plans on 11x17 sheets,easement documentation,estimate and schedule of work.
(b) 90%& 100%Design Phase
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(i) Coordination/Project Team Meetings. Utility Coordinator shall attend project team meetings to assist in
minimizing utility impacts and discuss alternatives.In addition,Utility Coordinator will conduct meetings
with individual utilities as needed (up to 3 meetings). These meetings will include meeting preparation,
travel time,and meeting minutes.
(ii) Updates to Existing and Proposed Utility Layouts. CobbFendley will update the existing and proposed
utility layouts based on latest design files received by CP&Y for the 90%& 100%design phases.
(iii) 90% & 100% Conflict Assessment. CobbFendley will update conflict assessment at the 90% & 100%
design phase to identify which utilities will conflict with roadway construction and City or TxDOT
guidelines and make the utility company aware of any changes in conflict locations from the 60%submittal.
We will be reviewing for direct conflicts with proposed roadway improvements,constructability conflicts,
and conflicts with current rules/guidelines. The detailed list will be updated at each of these design
milestones and will be communicated with the Utility Owners and design team.
(iv) Secure Reimbursable and Non-Reimbursable Adjustments. CobbFendley will coordinate with utility
owners to secure all reimbursable and non-reimbursable adjustment plans and associated forms/permits.
CobbFendley will review relocation plans to confirm conflicts have been resolved,no conflicts with other
relocating utilities, and that project requirements/agency clearance requirements are met. CobbFendley
will
(v) Utility Schedule and Sequencing. Review the utility adjustment schedule in relation to construction
sequencing and schedule for timely relocation of the utility.re-Construction:
(vi) Prepare Utility Certifications for project bidding;identify anticipated utility clearance dates.
B. ROADWAY DESIGN CONTROLS (provided by CP&Y, Inc.)
1. Miscellaneous Plans
(a) A project title sheet will be prepared as required for the construction plans.
(b) A detailed index of sheets will be prepared that shows each sheets location in the plan set, as well as its
corresponding sheet number. This index will be updated throughout the submittal process to allow for easier
reference during the review process.
(c) Project layout sheets will be prepared at a scale of 1"=200'that clearly indicates the limits of the entire project.
(d) Benchmark layout sheets will be completed at a scale of 1"=200'that clearly indicate the benchmark locations
and associated control information.These sheets will later be sealed by a RPLS for submittal.
2. Roadway Plans&Geometry
(a) Existing typical sections will be completed depicting the existing conditions of the project roadway.
(b) Proposed typical sections will be completed depicting the improvements to Little Elm Trail and cross streets.
The proposed typical sections are intended to show the general cross-sectional configuration of the roadway in
logical sections, and will be prepared to the appropriate level of detail and limits to convey that general
information.
(c) A horizontal alignment data sheet will be prepared depicting the horizontal geometric information for the project
roadways to be included in the construction plan set.
(d) Kenney Fort Blvd plan and profile sheets shall be completed depicting the proposed construction. The plan and
profile sheets will be prepared at a scale of 1"=100'H and 1"=10'V.
(e) Gattis School Road plan and profile sheets shall be completed depicting the proposed construction. The plan
and profile sheets will be prepared at a scale of 1"=100'H and 1"=10'V.
(f) Supplemental grading sheets will be prepared at a scale of 1"=50'for areas of the project that require additional
grading information for construction or review purposes.
(g) The Engineer shall provide plan sheets of removals at a scale of 1"=100'. Removal sheets shall clearly identify
the disposition of roadway appurtenances.Description of removal items,including material,shall be included.
3. Grading and Details
(a) Design cross sections will be completed at 50-foot stations and other locations as necessary for the determination
of cut and fill quantities. These sections will also be used to further refine the design vertical geometry. Cut
and fill quantities determined from the design cross sections will be shown on the plan/profile sheets. Cross
sections will not be developed as a deliverable for phased TCP.
(b) The Engineer shall complete intersection layouts for five (5) intersections/locations. The intersection layouts
will include the design of the pavement and drainage layouts, as well as other pertinent details not discernable
elsewhere in the plans.
(c) Driveway details will be prepared for each driveway along the project corridor. When possible these driveways
will be defined in a tabular format.Non-typical driveways may require special details.
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(d) The Engineer will develop driveway profiles as required for the project.These profiles will be developed to
show driveway tie-back slopes,as well as limits for the contractor's information.
(e) Miscellaneous roadway detail sheets will be developed for the project. The sheets will depict details required
that are not defined in standard detail sheets. When possible, TxDOT Statewide and TxDOT Austin District
standards will be used for the project development.
C. DRAINAGE DESIGN (pr-ovided by K-Friese.)
1. Crossing Structure Hydrology and Hydraulic Analysis
Perfonn hydrologic and hydraulic analysis/design to determine sizes of major and minor cross drainage
structures except for those along Dyer Creek.
Anticipated major structures are:
(i) Crossing to Dyer Creek south of Forest Creek(Approx. STA 74+50)
(ii) Crossing to Dyer Creek south of Forest Creek(Approx. STA 84+00)
(iii) Crossing to Dyer Creek between Forest Creek and Gattis School(Approx. STA 93+00)
(iv) 48"Outflow pipe for Rolling Ridge Neighborhood(Approx. STA 104+00)
(v) SH 45 Culvert Extension(Approx. STA 146+50 to STA 139+50)
Anticipated minor structures are(minor structures are anticipated to be connected to the storm sewer system
and conveyed to a major structure):
(i) 36"Outflow pipe for Rolling Ridge Neighborhood(Approx.STA 97+00)
(ii) 48"Outflow pipe for Rolling Ridge Neighborhood(Approx. STA 112+00)
(iii) Crossing of shallow channel approximately 500-ft south of Gattis School Road(Approx.STA 122+00)
(iv) Crossing near the end of Westview Drive(Approx. STA 140+00)
(v) Outflow pipe from development at Northeast corner of SH 45 and Kenney Fort Blvd.(Approx. STA
146+00)
(b) Data Collection
The Engineer will utilize the data collected during the schematic phase and build upon it with field visits as
necessary to observe conditions of existing structures, channels and field conditions. The Engineer will obtain
and review existing hydraulic and hydrologic data associated with nearby developments and existing outfalls
into the proposed roadway corridor.
(c) Hydrology
The Engineer will expand upon the hydrology developed during the schematic with the crossing structures
above in order to assess the hydrologic impact of the proposed improvements. Hydrologic analysis for major
and minor crossings(as listed above)will be performed in accordance with the City of Round Rock Drainage
Criteria Manual.Existing and proposed flows for the two(2),ten(10),twenty-five(25)and one-hundred(100)
year frequency storms will be computed.Existing and proposed external drainage area maps will be developed
at a scale of 1"=500'. An additional drainage area map will be provided at a larger scale to show the overall
project and drainage basin divides.
(d) Hydraulics
The Engineer will analyze existing and proposed conditions hydraulics and modify from the schematic design
as a result of the proposed improvements using HEC-RAS or FHWA HY-8 software Hydraulic analysis for
bridge class culverts (any culvert with a clear opening of more than 20-feet, measured along the center of the
roadway between inside of end walls),and FEMA 100-year floodplain crossings will be performed with HEC-
RAS. Hydraulic analysis for cross structures that are not bridge class culverts or FEMA crossings, will be
performed with HY-8. In the event that a minor crossing is incorporated into the storm sewer system, this
analysis will be included in the stone sewer analysis and modeled as described in Storm Sewer Design. This
includes assessing the hydraulic impacts as a result of any changes to the hydrology.Tailwater assumptions will
be determined from the water surface elevations of Dyer Creek from most up to date UBCWID model for
outfalls within a FEMA floodplain based on a peak timing assessment.The Engineer will summarize the relative
impacts to computed water surface elevations between existing and proposed conditions on the culvert layout
sheets and provide additional detailed information on hydraulic data sheets.
(e) Drainage Report
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The Engineer will update the preliminary drainage report with the final hydrology and hydraulic data from the
PS&E design.
(f) Culvert Layout Sheets
Culvert layout sheets will be developed at all the major crossing locations specified above and the Dyer Creek
crossing of Gattis School Road (5 crossing total) not covered by storm sewer plan and profiles. These sheets
will be developed at a scale of 1"=40'H and I"=10'V.It is anticipated that there will be 6 sheets.
(g) Hydraulic Data Sheets
A hydraulic data sheet will be developed at all the major crossing locations specified above and the Dyer Creek
crossing of Gattis School Road(5 crossing total)not covered by storm sewer plan and profiles. These sheets
will include data related to the performance of the crossing such as water surface elevations, tailwater
assumptions,and overtopping data.It is anticipated that there will be 5 sheets.
(h) Culvert Standards and Detail Sheets
Culvert standards will be selected based on headwall configuration and fill conditions.Details will developed
as needed for non-standard headwalls, special grading at upstream and downstream transitions and energy
dissipation.It is anticipated that there will be 4 detail sheets and standards provided as required.
2. Dyer Creek Hydrology and Hydraulic Impact Analysis
This section includes the analysis of the project impacts to Dyer Creek including the crossing at:
(i)Dyer Creek at Gattis School
(b) Data Collection
The Engineer will review the schematic data with respect to the final design. Field visits will be conducted as
necessary to obtain data to finalize and refine analysis.
(c) Hydrology
The Engineer will expand upon the hydrology developed with the schematic in order to assess the hydrologic
impact of the proposed improvements.The loss,routing,time step and precipitation methodologies used in the
UBCWCID will be used and updated for these areas. Existing and proposed flows for the two (2), ten (10),
twenty-five (25) and one-hundred(100)year frequency storms will be computed. The change in flow due to
the proposed project will be at a minimum quantified at the Gattis School Road culvert crossing as well as at
Forest Creek Drive.Existing and proposed drainage area maps will be developed at a scale of I"= 1000'.
(d) Hydraulics
The Engineer will expand upon the hydraulics developed in the schematic phase in order to assess the hydraulic
impacts of the proposed improvements. The Engineer will analyze existing and proposed conditions hydraulics
as a result of the proposed improvements using HEC-RAS. This includes assessment the hydraulic impacts as
a result of any changes to the hydrology,the potential addition of embankment in the floodplain and analysis of
the Gattis School Road culvert crossing. The most up to date UBCWID model will be used as best available
data and basis of hydraulic modeling along Dyer Creek. The Engineer will summarize the relative impacts to
computed water surface elevations between existing and proposed conditions on the culvert layouts and within
the drainage report.
(e) Hydraulic Impact Mitigation
The Engineer will expand upon the preliminary design of the mitigation alternative selected in the schematic
phase.The Engineer will provide detailed design and analysis for one(1)mitigation alternative.The mitigation
alternative will be designed to comply with the City of Round Rock Drainage Criteria Manual and Floodplain
Ordinance to ensure that no structures are adversely impacted due to the roadway design. The selected
mitigation alternative will be analyzed for the two (2),ten (10),twenty-five (25) and one-hundred (100)year
frequency storms to limit the increase in water surface elevations to adjacent roadways or structures. Grading
plan sheets and details will be developed at an appropriate scale,not smaller than 1"= 100' and not larger than
1"=40'.It is anticipated that there will be 2 grading plan sheets and I detail sheet.
3. Storm Sewer Design
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(a) Interior drainage area maps will be finalized at a scale of V=100'. These maps will depict drainage area
boundaries and flow direction arrows. Each area will be identified and cross-referenced to the calculation
sheets.It is anticipated that there will be 10 sheets.
(b) Run-off to each inlet and inlet hydraulic information will be calculated in accordance with City of Round Rock
Drainage Criteria Manual and shown on the run-off and inlet computation sheets.It is anticipated that there will
be 4 sheets.
(c) Storm sewers will be analyzed and computations will be prepared for the stone sewer design using Geopak
Drainage or other approved software.
(d) Storm sewer plan and profile sheets will be completed depicting locations of inlets, manholes, storm sewers,
culverts,known utilities,channel improvements,and ditch locations and flowlines as required. The storm sewer
plan sheets will be prepared at a scale of 1"=100'. Storm sewer profiles will be prepared at a scale of 1"=50'
H and 1"=5' V. Storm sewer profiles will show pipe size and type, slope, existing and proposed ground lines
above the pipe,pertinent hydraulic information,and locations of inlets and junctions.It is anticipated that there
will be 10 plan sheets and 10 profile sheets.
(e) The Engineer will prepare a tabular ditch layout schedule that depicts pertinent information about the roadside
ditch geometry and design. This table will include station,offset, flow line elevation, ditch lining material, as
well as ditch bottom width. The tables will be shown the hydraulic data sheets. It is anticipated that there will
be 1 sheet.
(f) The Engineer shall provide drainage design details for"non-standard" drainage structures in instances where
they are not covered by City of Round Rock or TxDOT standard details.The Engineer shall use City of Round
Rock or TxDOT standard details where practical.It is anticipated that there will be 3 sheets.
(g) The Engineer will identify areas within the construction of the storm sewer and culvert construction that will
require trench protection or special shoring.
4. SW3P and Erosion Control
(a) Erosion control plans will be prepared for the length of project. Temporary storm water management devices
will be needed to minimize the sediment runoff during construction of this project. The anticipated design
components to be utilized on this project are silt fence, sand bags, rock filter dams, sediment traps, and
construction exits. One temporary erosion control plan depicting the entire project will be developed with notes
that indicate that the contractor is responsible for phasing the devices along with the construction sequencing.
Permanent erosion control measures will be included on these sheets as well.
(b) A Storm Water Pollution Prevention Plan (SW3P) will be prepared for this job in accordance with TCEQ
regulations.
(c) Erosion control details will be prepared for any related items that are not covered by City of Round Rock and
TxDOT standard details.
5. Additional Services
The following services are beyond the scope of services described above. KFA can provide these services upon
written request from the City.Any additional compensation to KFA as a result of any material change to the Scope
of Services shall be agreed upon in writing before additional services are performed. These additional services
include the following:
(a) Detention analysis and/or design
(b) FEMA LOMR/CLOMR
(c) Water quality analysis and/or design
(d) Scour analysis
(e) Streambank stability analysis
(f) SW3P Book to be included in the construction documents
D. SIGNING,MARKINGS AND SIGNALIZATION (provided by CP&Y, Inc. and HDR)
1. Small Signing and Pavement Markings
(a) Signing and Pavement marking layouts will be prepared at a scale of 1"=100'. Road signs and markings will
be shown all on the same plan sheet.Any additional sheets for signing/pavement markings will be included in
a future supplemental agreement. These layouts will depict striping and delineator type and location,as well as
MBGF location, lengths, and end treatments.Each sign will have a corresponding number for cross-reference
to the sign summaries.
(b) Pavement marking details will be prepared for non-standard conditions.
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(c) Detail sheets for small signs will be prepared for non-standard signs. This sheet is intended to show the overall
dimensions of the signs by determining letter size and spacing.Details will not be to scale.
2. Large Guide Signs
Existing Large Guide Signs along SH 45 shall be updated to represent the new cross street connection of Kenney
Fort Blvd with SH 45.This entails updating existing sign plaques from"Donnell Dr"to"Kenney Fort Blvd"to
be approved by TxDOT.
(a) Large Guide Signal Layout: Engineer shall provide an overview layout at a reasonable scale to show where
existing large guide signs need to be replaced.
(b) Large Sign Details: Engineer shall provide detail sheets for large guide signs. These sheets shall show
dimensions,layout of text,directional arrows and shields,borders and colors.
(c) Overhead Sign Structures Elevations:Engineer shall provide overhead sign structure elevations for the existing
structures showing the new sign plaques.
(d) Overhead Sign Structure Details:New overhead sign structures and details are not anticipated.
(e) The signal at SH 45 will need to be approved by TxDOT.
3. Signalization (provided by HDR)
Traffic signal plans will be prepared for the following locations:
(i) Kenney Fort Blvd and Forest Creek Drive intersection - Modification of existing mast arm signal to
provide for the southern extension of Kenny Fort Boulevard and to accommodate a right turn lane on
Kenney Fort Boulevard in both the northbound and southbound directions. One(1)new mast arm pole
will be installed and two(2)mast arm poles will be relocated.
(ii) Kenney Fort Blvd and Gattis School-New signal installation
(iii) Kenney Fort Blvd and SH 45 -New signal installation(diamond interchange signal)to be approved by
TxDOT.
(a) Conduct field review at the intersections to note and verify physical constraints, power connection, utility
placement,and any other details necessary for signal plan preparation.
(b) Coordinate with electric utility company in the field to discuss pole locations and source of power for each
signal. Identify potential overhead utility conflicts,and coordinate with the City and utility companies to resolve
conflicts.Two(2)meetings are assumed for budget purposes
(c) Prepare existing signal and intersection layouts,as appropriate,for each proposed traffic signal location.Plans
will be developed at a scale of 1"=40'(or larger)and will indicate existing conditions,existing utilities,existing
striping,and existing traffic control devices,if applicable.
(d) Develop traffic signal layouts at a scale of 1"=40'(or larger)and indicate existing conditions,location of signal
poles, conduit, ground boxes, proposed traffic control devices, existing and proposed utilities, and proposed
roadway improvements.
(e) Develop phasing and signing sheets for each traffic signal location.
(f) Develop conduit and conductor schedule sheets for each traffic signal location.Wiring for power to controller,
illumination,and ILSN signs will run in separate conduit from traffic signal cable.
(g) Prepare traffic signal elevations showing the vertical clearance required for each mast arm and pedestrian push
button/signal head mounting height.
(h) Prepare vehicle detection details based on proposed traffic signal layout sheets to demonstrate detector locations
and detection zones for each signal approach.
It is assumed that temporary traffic signal layouts and details will not be required at any of the project intersections,
including the intersection of Kenney Fort Boulevard and Forest Creek Drive, which is currently signalized. If,
during final design,it is determined that a temporary traffic signal plan is required,or if any additional design tasks
not identified herein are requested,the Engineer shall prepare a budget and a schedule for the additional work.The
Engineer shall not commence work on a task prior to receiving written approval by the City.
E. MISCELLANEOUS ROADWAY (provided by CP&Y, Inc.)
1. Retaining Walls
(a) The Engineer will investigate each wall location and determine what the most suitable wall type is for each
application. The anticipated wall type is MSE.
(b) The Engineer will provide a location plan of all walls at a scale of 1"=200'. The intent is to show the location
of all walls in plan including the wall designation and beginning and ending stations.
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(c) The Engineer shall prepare retaining wall layouts at a max scale of 1"=40'. The layouts will show plan and
profile views of the retaining wall.Retaining walls are assumed at the following locations
(i) Station 91+00 to Station 106+00
(ii) Station 142+00 to Stat 145+00
(d) Non-proprietary wall designs(i.e.,Tie-back,soil nailed,drill shaft)are not included in this scope ofwork.
2. Traffic Control Plan
(a) Traffic control typical sections will be prepared for each stage of the construction sequence to clearly delineate
the position of the existing traffic with respect to the proposed construction. Temporary traffic barriers and
pavement markings will also be shown and dimensioned.
(b) The Engineer will develop overview plans for each stage of traffic control. These plans will act as key maps
for each phase of TCP and shall be developed at a 1"=400'scale.
(c) The Engineer will prepare 1"=400'plan layouts of all advance warning signs for Little Elm Trail and all cross
streets.
(d) A detailed narrative for the sequence of construction and traffic control general notes will be prepared and
submitted to the City for review and incorporation into the plans.The narrative will include a phase-by-phase,
step-by-step written account of the proposed activities throughout the construction process.This is intended to
be a narrative account of the activities shown in the traffic control plan layouts.
(e) Detailed traffic control plans will be prepared at a scale of 1"=100'. These plans will be developed based on
the City's approval of the conceptual plans developed at the schematic design level. This plan will describe the
maintenance of traffic and sequence of work for each phase of the proposed construction.Detour alignments,
location of work areas, temporary paving, temporary shoring, signing, barricades and other details will be
required to describe the traffic control plan. The Engineer will be required to ensure that proper drainage can
be maintained during each phase of construction.
(f) Traffic control details will be developed for items not covered by City of Round Rock or TxDOT standard
details.
(g) The Engineer will attend one meeting to present the traffic handling scheme along at SH 45to the TxDOT's
Safety Review Committee. The Engineer will be responsible for incorporating the comments of the Safety
Review Committee in the traffic control plans. Additional scope of services for items such as public
presentations of the traffic handling plan or any additional meetings will be handled through a supplemental
agreement to this scope of services.
(h) An Engineer's opinion of construction schedule will be computed in order to determine an approximate duration
for each of the phases of construction.The schedule will be prepared using Microsoft Project.
3. Illumination
The engineer shall coordinate with the electrical provider for the City(Oncor)on the continuous illumination design
and electrical service locations.
(a) The Engineer will design continuous and safety lighting along the project corridor.The lighting will be shown
on illumination layouts.
(b) The Engineer shall provide electrical circuit plans and details for the roadway lighting systems within the project
limits.
(c) The Engineer will coordinate with the City in identifying power sources,conduit runs,and will show them on
the project plans.The Engineer shall identify potential overhead utility conflicts,and coordinate with the State
and the utility company to help resolve the conflicts.
4. Landscape Architecture (provided by Verdi)
(a) Participate in Stakeholder Meetings—Attend up to two stakeholder meetings to address question and comments
as they relate to the landscape design development.
(b) Prepare Constructions Documents—These documents for construction include landscape plans that stipulate
plant and soil quantities along with details and written specifications for implementation requirements.
5. Irrigation (provided by JAS)
The irrigated area is up to twelve planting beds along the roadway within the property boundary. Option 1 consists
of full irrigation coverage from right of way(ROW)to the edge of pavement.The irrigation system will be designed
based off a potable water source and according to the applicable local jurisdiction irrigation standards.
Task 1:Landscape Irrigation Design Plan(Planting Beds)90%Submittal
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(i) Option 1:Landscape Irrigation Design Plan(Turf)90%Submittal
Plan includes details,notes,and tabulations that comply with applicable regulations.
a) Provide plan sheets to lead consultant.
b) Respond to comments and resubmit.
(b) Task 2:Landscape Irrigation Design Plan(Planting Beds) 100%Submittal
(i) Option 1:Landscape Irrigation Design Plan(Turf) 100%Submittal
Plan includes details,notes,and tabulations that comply with applicable regulations.
a) Provide plan sheets to lead consultant.
b) Respond to comments and resubmit.
c) Perform minor revisions(one round)to the Landscape Irrigation Design Plan.
d) Respond to up to three(3)RFI's from irrigation contractor.More than three(3)RFI's may result in an
additional fee.
e) The Landscape Irrigation Design Plan does not include as-builts unless noted.
(c) Task 3:Landscape Irrigation Specifications Plan includes details,notes,and tabulations that comply with
applicable regulations.
a) A.Provide written Landscape Irrigation Design specifications. Specifications will cover all irrigation
system components and installation procedures.
6. Quantities
Quantities will be tabulated for each of the following and as necessary to bid this project:
(a) Traffic Control(per each phase) (provided by CP&Y,Inc)
(b) Earthwork (provided by CP&Y,Inc)
(c) Roadway (provided by CP&Y,Inc)
(d) Retaining Walls (provided by CP&Y,Inc)
(e) Removal (provided by CP&Y,Inc)
(f) Drainage (provided by K-Frieese)
(g) Culverts (Provided by K-Frieese.)
(h) Small/Large Signs (provided by CP&Y,Inc)
(i) Pavement Markings (provided by CP&Y,Inc)
0) Signals (provided by HDR)
(k) Illumination (provided by CP&Y,Inc)
(1) Utilities (provided by CP&Y,Inc.)
(m) Erosion Control and SW3P (provided by CP&Y,Inc)
(n) Landscaping/Irrigation (provided by Verdi and JAS irrigation)
7. Summary Sheets
Quantities that are calculated will be tabulated on individual summary sheets for inclusion in the construction plan
set:
(a) Traffic Control(per each phase) (provided by CP&Y,Inc)
(b) Earthwork (provided by CP&Y,Inc)
(c) Roadway (provided by CP&Y,Inc)
(d) Retaining Walls (provided by CP&Y,Inc)
(e) Removal (provided by CP&Y,Inc)
(f) Drainage (provided by K-Frieese)
(g) Culverts (provided by K-Frieese.)
(h) Small/Large Signs (provided by CP&Y,Inc)
(i) Pavement Markings (provided by CP&Y,Inc)
0) Signals (provided by HDR)
(k) Illumination (provided by CP&Y,Inc)
(1) Utilities (provided by CP&Y,Inc.)
(m) Erosion Control and SW3P (provided by CP&Y, Inc)
(n) Landscaping/Irrigation (provided by Verdi and JAS irrigation)
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8. Standards, Specifications and Estimate
(a) The Engineer will download the appropriate standards for the project from the City of Round and TxDOT's
web site. Standards that require modification will be corrected and sealed by the Engineer.All other standards
will have their title blocks filled out with the applicable project data and printed for inclusion in the final plan
set.
(b) A tabulation of applicable specifications, special specifications and special provisions will be prepared for
submission with the final PS&E package.
(c) The Engineer will review general notes provided by the City for applicability to the project.The Engineer will
mark-up a set and return it to the City for their inclusion in the final plan set. The Engineer will work with the
City to complete the basis of estimate prior to beginning quantity calculations.
(d) An opinion of probable construction cost will be prepared at the 30%,90%and prior to final PS&E submittal,
and supplied to the City in Microsoft Excel format. Opinion of probable cost will also be broken out for each
bridge class structure.
9. Bid Documents
(a) The Engineer will prepare contract bid documents and proposals and snake them available in electronic format
(PDF)as well as hard copy for the City's use.
IV. PROJECT MANAGEMENT
A. PROJECT MANAGEMENT (provided by CP&Y,, Inc.)
1. Create and submit monthly invoices suitable for payment by the City.
2. Prepare monthly progress reports for submission with the monthly invoices to provide a written account of the
progress made to date on the project.
3. Prepare a schedule depicting the key milestones and critical path items necessary to complete the environmental,
public involvement and PS&E phase of project development.The schedule shall incorporate and depict the various
aspects of the environmental process (including review times) and the interdependence of various tasks, subtasks,
milestones and deliverables.The schedule will be updated monthly throughout the duration of the project to reflect
substantial changes in progress that are found during review and coordination meetings. Any issues that need
resolution or action items will be identified in the progress report.The environmental schedule shall be incorporated
into the overall project schedule.
4. Meet formally once a month with the City to review project progress.The Engineer shall attend up to 18 monthly
coordination meetings with the City.
5. The Engineer shall meet with TxDOT(Georgetown Area Office and Austin District Environmental)monthly to
review the status of the environmental study,discuss pending activities,and resolve any issues related to the project.
6. Prepare project meeting summaries for applicable meetings during the project development process.
7. The Engineer will have internal meetings with the consultant design team every two weeks for the length of the
project. It is assumed that these meetings will include key personnel from each discipline and will be required to
discuss and resolve project issues.
8. The Engineer shall prepare and execute contracts with sub-consultants,monitor sub-consultants activities(staff and
schedule),complete monthly reports and review and recommend approval of sub-consultant invoices.
9. Coordinate and review subconsultant work activities and submittals.The Engineer will review and coordinate work
of sub-consultants to ensure quality products are delivered to the City.The Engineer will also be responsible for the
consistency and coordination between plans developed by each sub-consultant on the design team.
10. The Engineer shall formally close out the project and perform a documented archive process.
V. BID AND CONSTRUCTION PHASE SERVICES
A. BID PHASE SERVICES
1. The Engineer will coordinate with the City and TxDOT in all aspects of the Bid Package including but not limited
to answering prospective bidder questions and preparing addenda as necessary.
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2. The Engineer will attend one pre-bid meeting.
3. The Engineer will assist the City at contract bid opening.
4. The Engineer will tabulate the bids,research low bidder and make a recommendation of award to the City.
B. CONSTRUCTION PHASE SERVICES
1. Create and submit monthly invoices suitable for payment by the City.
2. The Engineer shall attend the pre-construction meeting.
3. The Engineer shall attend up to six(6)construction meetings as requested by the City.
4. The Engineer shall provide Construction Support Services at the written request of the City project manager. The
written request shall include a description of the work requested, a mutually agreed upon time limit, a mutually
agreed upon level of effort,a defined deliverable and any special instructions for coordination and submittal. These
services shall include,but are not limited to the following:
•Responding to requests for information(RFIs)
•Providing redesign as directed by the City for Change orders and documentation
•Other project related tasks in support of the City during construction
The Engineer shall provide minor redesign as requested by the City project manager.In the event that revisions are
requested,and the work is considered to be additional to that set forth on the original contract or scopes of work,the
Engineer shall prepare a budget and a schedule for the additional work requested.The Engineer shall not commence
work on a task prior to receiving written approval by the City.
5. Review the Application for Payment and supporting documentation submitted by the Contractor,recommended to
the Owner the amount that the Contractor is to be paid on monthly estimates as required by the Construction
Contract.A fourteen(14)month construction schedule is assumed.
Such recommendation for payment to the Contractor shall not be a representation that the Engineer:
(a) has made exhaustive or continuous on-site observations to check the quality or quantity of the Contractor's
work,
(b) has reviewed construction means,methods,techniques, sequences,or procedures,
(c) has reviewed copies of invoices received from subcontractors,material suppliers or other data requested by the
Owner to substantiate the Contractor's right to payment,
(d) has ascertained how or for what purpose the Contractor has used monies previously paid by the Owner,or
(e) has determined that title to any of the Contractor's work has passed to the Owner free and clear of any liens,
claims,security interests or encumbrances.
6. Upon notice from the Contractor that the Contractor's work is ready for its intended use,conduct,in company with
the Owner's representative and the Contractor, an inspection to determine if the work is substantially complete. If
the Owner and the Engineer consider the work substantially complete, issue a certificate of substantial completion
containing a list of required tasks for the Contractor to complete prior to issuance of certificate of final completion.
Conduct a final inspection together with the Owner and the Contractor to determine if the work has reached final
completion so that the Engineer may recommend final payment to the Contractor. If appropriate, make
recommendations to the Owner for final payment to the Contractor.
7. Provide shop drawing review. The shop drawing submittals will be limited to those specifically called for in the
construction contract documents(plans,standard specifications,special provisions to the standard specifications and
special specifications). Such reviews will not extend to means, methods, techniques, sequences or procedures of
construction or to safety precautions and programs incident thereto.
8. An engineer's concurrence letter and 11"x17"record drawings(one Mylar copy and a digital copy on CD)will be
submitted to the Public Works Department. The Engineer and Contractor shall verify that all final revisions and
changes have been made to the Mylar and digital copy prior to City submittal.Record construction drawings shall
be provided to the City in digital format as AutoCAD". dwg"files,MicroStation"Agn"files or ESRI".shp"files
as well as PDF ".pdf' on CD. The set of Record Drawings, which are stamped by the Engineer, shall be the sole
documents relied upon by the Owner as a reflection of the condition of the project location after completion of the
construction activities.
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ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
EXHIBIT C
Kenney Fort Boulevard
Development Schedule
ID Task Name Duration Start Finish 2018 2019 2020 2021
Jan Apr I Jul I Oct Jan I Apr I Jul I Oct Jan Apr I Jul Oct Jan Apr Jul Oct
1 TxDOT AFA Executed 0 days Thu 11/1/18 Thu 11/1/18 11/1/1;8 ♦ TxDOT AFA Executed
2Environmental Documentation • • ;? . •; Environmental Documentation
3 Submit ENV Scope Document 0 days Fri 11/16/18 Fri 11/16/18; 11/16/r 8 ♦ Submit ENV Scope Document
4 Draft EA 0 days Thu 1/31/19 Thu 1/31/19; 1 31/19 ♦ Draft EA
5 Public Hearing 0 days Tue 7/2/19 Tue 7/2/19 7/2/19 ♦ Public Hearing
6 Draft FONSI 0 days Mon 9/2/19 Mon 9/2/19; 9/2/19 ♦ Draft FONSI
7 Enviornmental Clearance 0 days Mon 9/30/19 Mon 9/30/19' 9/30/19 ♦ Enviornmental Clearance
$ Design Phase Design Phase
I9TxDOT Schematic Coordination 44 days Thu 11/1/18 Tue 1/1/19 TxDOT Schematic Coordination
10 PS&E Start 0 days Tue 1/1/19 Tue 1/1/19 1 1/19 PS&E Start
11 60% PS&E Plan Development 24 days Tue 1/1/19 Fri 2/1/19' 60%PS&E Plan Development
12 60% PS&E Submittal 0 days Fri 2/1/19 Fri 2/1/19; /1/19 ♦ 60%PS&E Submittal
13 60% PS&E Review 10 days Mon 2/4/19 Fri 2/15/19; 60%PS&E Review
14 90% PS&E Plan Development 45 days Mon 2/18/19 Fri 4/19/19 90%PS&E Plan Development
15 90%PS&E Submittal 0 days Fri 4/19/19 Fri 4/19/19: 4/19/19 ♦ 90%PS&E Submittal
16 90% PS&E Review 10 days Mon 4/22/19 Fri 5/3/19' 90%PS&E Review
17 Final Plan Development 21 days Mon 5/6/19 Mon 6/3/19; N Final Plan Development
18 Submit final Plans 0 days Mon 6/3/19 Mon 6/3/19' 6/3/19 ♦ Submit final Plans
19 Con truction • • Mon 1212119 Tue 1211120. Construction
20 Begin Construction 0 days Mon 12/2/19 Mon 12/2/19; 12/2/19 ♦ Begin Construction`:
21 End Construction 0 days Tue 12/1/20 Tue 12/1/20; 12/1/20 End Construction
Task Milestone ♦ Summary
'f ROUND ROCK,TEXAS
PURPOSE.PASSION.PROSPERITY.
Page 1 of 1 C Wyj
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
Exhibit D - CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Task Description Total Cost
TOTAL LABOR COSTS
I.Surveying Services
Geotechnical Investigations CORSAIR $ 3,709.72
Utilities CP&Y $ 3,000.00
I.Surveying Services Subtotal $ 6,709.72
If.SOCIAL,ECONOMIC&ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT
Environmental documentation CP&Y $ 1,995.00
Techical Reports CP&Y $ 57,501.00
Environmental Assessment Content and Format CP&Y $ 23,944.00
Public Involvement CP&Y $ 40,928.00
Public Involvement Rifeline $ 34,300.00
ll.SOCIAL ECONOMIC&ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT Subtotal $ 158,668.00
III.PLANS,SPECIFICATIONS AND ESTIMATE
Utility Adjustments CP&Y $ 3,880.00
Utility Coordination Cobb Fendley $ 30,130.00
Roadway Design Controls CP&Y $ 90,290.00
Drainage Design KFriese $ 125,525.00
Signing,Markings and Si nalization CP&Y $ 22,165.00
Signing,Markings and Signalization-Signals HDR $ 62,200.00
Miscellaneous Roadway CP&Y $ 107,310.00
Miscellaneous Roadway-Signals(HDR) HDR $ 20,260.00
Miscellaneous Roadway-Drainage(Kfriese) KFriese $ 14,845.00
Miscellaneous Roadway-Landscape(Verdi) Verdi $ 17,900.00
Miscellaneous Roadway-Irrigation(JAS) JAS $ 10,000.00
///.PLANS,SPECIFICATIONS AND ESTIMATE Subtotal $ 504,505.00
IV.PROJECT MANAGEMENT
Project Management(12 months) CP&Y $ 59,690.00
IV.PROJECT MANAGEMENT Subtotal $ 59,690.00
V.Bid and Construction Phase Services
Bid Phase CP&Y $ 5,860.00
Construction Phase CP&Y $ 36,130.00
Construction Phase-Drainage KFriese $ 10,550.00
Construction Phase-Signals HDR $ 22,000.00
V.Bid and Construction Phase Services Subtotal $ 74,540.00
SUBTOTAL LABOR EXPENSES $ 804,112.72
EXPENSES-CP&Y CP&Y $ 32,972.50
EXPENSES-HDR HDR $ 235.00
EXPENSES-Rifeline Rifeline $ 1,956.00
EXPENSES-Verdi Verdi $ 359.40
EXPENSES-Cobb Fendley Cobb Fendley $ 699.06
EXPENSES-KFriese KFriese $ 262.50
GRAND TOTAL $ 840,597.18
SUMMARY of Cost breakdown by Firm
CP&Y $ 485,665.50
Cobb Fendley $ 30,829.06
HDR $ 104,695.00
KFriese $ 151,182.50
Rifeline $ 36,256.00
Verdi $ 18,259.40
JAS $ 10,000.00
Corsair $ 3,709.72
Kenney Fort Blvdx i i .x sx
SUMMARY Page 1 of 8
Exhibit D - CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for CP&Y, Inc.
Project Senior CADD SurveyCrew SUE Locator 2- Admin/ Total Labor Total Direct
Task Description Manager/ Operator with GPS Man Crew Clerical Hours Labor Costs
RPLS
$140.00 $120.00 $150.00 $150.00 $104.00 40
1.Surveying Services
E Geotechnical Investigations
E1 Soil Borings
a Performed by CORSAIR
H Utilities
H1 Provide QL-B SUE extension on Gattis 20 1 20 $ 3,000.00
$ -
I.Surveying Services-SUBTOTAL -_—"" 20 $ 3,000.00
HOURS SUB-TOTALS 0 0 0 20 0 20 $ 3,000.00
SUBTOTAL $ - $ - $ - $ 3,000.00 $ - $3,000.00
Kenney Fort Blvd Exhibit D.xlsx
I.Surveying Page 2 of 8
Exhibit D-CP&Y,INC.
KENNEY FORT BLVD,SEGMENTS 2&3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for CP&Y,Inc.
Project Senior Environ Senior Environ Environ Senior Admin I Total Labor Total Direct
Task Description Manager Engineer Manager Specialist Specialist Architectural Biologist GIS Specialist Clerical Hours Labor Costs
Historian
$210,00 $170.00 $195.00 $130.00 $115.00 $135.00 $104.00 $85.00 I $104.00
ll.SOCIAL,ECONOMIC&ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT
A Environmental documentation
a&b Scope Development Tool1 - 1 2 - - - 4 $ 665.00
c&d Classification Letter 2 - 2 4 - - - - - 8 $ 1,330.00
B Techical Reports
12 $ 1,996.00
a Prepare Project Description Report 4 4 4 8 16 - - 4 40 $ 5,520.00
b Complete Community Impact Assessment Form 2 - 2 4 12 - 4 24 $ 305000
c Update Jurisdictional Waters Technical Report 2 - 4 4 - - 16 2 28 $ 3 554.00
dl Update Biological Resources Technical Report 2 - 4 4 - - 16 2 - 28 $ 3 554 DO
d2 Complete Biological Evaluation Form and Tier Site Assessment Form 2 - 4 4 - - 16 - $ 3,384.00
e Prepare Historic Project Coordination Request and Research Design 1 - 2 - - 8 - 4 15 $ 2,020.00
f Prepare Historic Resources Survey Report and conduct survey) 2 - 2 - - 24 - 4 32 $ 4,390.00
&h Prepare Archeoli ical Background Stud SWCA) 1 - 1 - - 2 $ 405.00
i Prepare Air Quality Technical Report 2 - 2 4 4 - - 8 20 $ 2,470.00
Prepare Traffic Noise Technical Report includes modelin/anal sis 2 - 6 16 60 - - 24 108 $ 12 610.00
k U ate Hazardous Materials Report and complete ISA Form 2 - 4 8 16 - - 4 34 $ 4,420.00
1 Prepare Indirect Impacts Technical Report 4 - 6 8 16 - 8 4 46 $ 6,062.00
m Prepare Cumulative Impacts Technical Report 4 - 6 8 16 - 8 4 - 46 $ 6,062.00
Environmental ssessment Content an Format 1 11
423 1$ 67,501.00
a Prepare Draft Environmental Assessment 12 1 41 16 30 1 40 - 48 114 $ 15 916.00
b Prepare Final Environmental Assessment 6 2 8 12 24 - 2 1 41 58 1$ 8,028.00
D Public Involvement
172 1$ 23,944.00
a Update Stakeholder List RIFELINE _ _ _ _ _ $
bStakeholder Meetings(up to 10 20 20 1 - 20 - - 10 4 74 $ 11,466.DO
c Public Hearin Plan Schedule Coordinate Attend and prepare required re rt 24 12 24 16 1 40 - - 16 1 4 136 $ 20 216.00
d Noise Workshop(Plan,Schedule,Coordinate,Attend and prepare required re 8 6 12 12 1 12 - - 10 4 64 $ 9,246.00
274 $ 40,928.00
11.0=,ECONOMIC&EWIRONMENTAL STUDIES AND PUBLIC INVOE�EMENT-SUBTOTAL A W-�
HOURS SUB-TOTALS 103 1 48 110 1 164 1 256 1 32 1 70 1 881 1$ 124,368.00
SUBTOTAL $ 21,630.00 1$ 8,160.00 $ 21,450.00 1$ 21,320.00 1$ 29,440.00 1$ 4,320.00 1$ 7,280.00 1$ 9,520.00 $ 1,248.00 $124,368.00
Kenney Fort Blvd Exhibit D.xlsx
II.Social, Eco, Enviro, Public Page 3 of 8
Exhibit D-CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2&3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for CP&Y,Inc.
Task Descri ti * Project Senior Design Chief Senior CADD CADD Total Labor Total direct
p Manager Engineer Engineer E.I.T. Hydrologist Operator Operator GIS Specialist Hours Labor Costs
$210.00 $170.00 $135.00 $105.00 $210.00 $120.00 $105.00 $85.00 i
Ill.PLANS,SPECIFICATIONS AND ESTIMATE
A Utility Adjustments
Al Utilities $
a UtilityCoordination-Performed b Cobb Fendle _ _ _ _ $ _
d Creat utility layouts for coordination 4 8 - 16 - - - - 28 $ 3,880 00
B Roadway Design Controls
28 3,880.00
B1 Miscellaneous Plans _ _ _ _ _ _ _ $ -
a Title Sheet 1 - 1 4 - - - - 6 $ 765.00
b Index of Sheets 1 - 1 6 - - - - 8 $ 975.00
c Project Layout 1"=200' 1 - 4 4 - - - - 9 $ 1,170.00
d Benchmark Layout 1"=200' 2 - 2 4 - - - - 8 $ 1,110.00
B2 RoadwayPlans&Geometry _ _ _ _ _ _ _ _ $ -
a Existing Typical Sections - - 2 6 - - 8 $ 900.00
b Proposed Typical Sections 2 2 4 8 - 6 - - 22 $ 2,860.00
c Horizontal Data Sheet 1 - 1 2 4 $ 555.00
d KFB Plan&Profile Sheets V-100'H and 1"=10'V 8 16 40 112 - 40 20 - 236 $ 28 460.00
e Gattis School Plan&Profile Sheets 1"=100'H and 1"=10'V 1 4 6 30 - 14 5 - 60 $ 7,055.00
f Supplemental Grading Sheets 1"=40' 2 8 8 16 - 16 - - 50 $ 6460.00
Removal Sheets 1"=100' - 2 6 12 - - - - 20 $ 2410.00
B3 Gradingand Details _ _ _ _ _ _ _ _ $ -
a 50-ft cross sections 4 8 30 120 162 $ 18,850.00
b Intersection layouts 5 locations 1"=40' 2 6 12 40 - 30 12 - 102 $ 12 120.00
c Driveway Details - 1 1 1 4 - - - - 6 $ 725.00
d DrivewayProfiles - 1 1 4 - - 6 $ 725.00
e Miscellaneous roadway details 21 10 - 16 - - 40 $ 5,150.00
C Drainage Design
747 90,290.00
a Performed by Wrieese -1 $ -
-
D Signing,Markings and Signalization 0 1$
D1 Site visits of project corridor and surroundin areas _ _ $
a Small Signing&Pavement marking layouts 1"=1 DO' 4 6 12 30 - 16 24 - 92 $ 11,070.00
b Pavement Marking Details 2 4 - 8 - - - - 14 $ 11940.00
c Detail sheets for small signs 2 - 4 8 - - 14 $ 1,800.00
D2 Large Guide Signs _ _ _ _ $
a Large Guide Si Layout 1 - 1 10 - - 10 - 22 $ 2,445.00
a Large Guide Sign Details 2 - 2 8 - - 4 - 16 $ 1,950.00
b Large Guide Sign overhead sign elevations 1 1 2 10 - - 12 - 26 $ 2,960.00
D2 S' nalization _ _ _ _ _ _ _ $
a Performed by HDR _ _ _ _ _ _ _ _ $ _
E Miscellaneous Roadway
184 22,165.00
El Retaining Walls _ _ _ _ $
a Investigate wall locations and determine wall type - 2 - 1 - - - - 3 $ 445.00
b Retaining Wall Location Ma - 1 - 7 8 $ 905.00
c Retaining Wall Plan and Profile 1"=40'H 1"=10'V 2 4 12 45 - 12 24 - 99 $ 11 405.00
E2 Traffic Control Plan _ _ _ _ _ _ _ _ $ _
a TCP Typicals 2 2 - 10 - 16 - - 30 $ 3,730.00
b TCP Overview - 1 - 10 - 8 - - 19 $ 2 180.00
c TCP Advanced Warning Layouts 1"=400' - 2 - 6 - - 4 - 12 $ 1,390.00
d TCP Narrative for Sequence of Construction 2 6 - - - - - - 8 $ 1,440.00
e TCP Plans Sheets 1"=100' 6 16 32 60 - 24 16 - 154 $ 19 160.00
f TCP Details-Non Standard - 1 - 4 - - - - 5 $ 590.00
TxDOT Coordin�attioSn�h��}`,�e p 4 4 - - - - - - 8 $ 1,520.00
Crrb G4nfU!~tlt[31T t ed 2 4 - - - - - - 6 1$ 1,100.00
III. PS&E Page 4 of 8
Exhibit D-CP&Y, INC.
KENNEY FORT BLVD,SEGMENTS 2&3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for CP&Y,Inc.
Task Description Project Senior Design E.I.T. Specialist, Chief Senior CADD CADD Total Labor Total Direct
• Manager Engineer Engineer Hydrologist Operator Operator Hours abor Costs
AL $210.00 $170.00 $135.00 _$105,00 $120.00 $105,00 $85.00
E3 Illumination _ $
a Continuous Lighting Layouts 4 8 30 40 - 16 40 - 138 $ 16,570.00
b Electrical Circuit Plans and Details - 4 4 16 - _ _ _ 24 $ 2,900.00
C State and Utility Coordination Power Source Coordination 4 - - - - - - - 4 $ 840.00
E4 Landscaping _ _ _ _ _ _ - _ $
Performed by Verdi _ _ _ _ _ _ _ _ $ -
E5 Irrigation _ _ _ _ _ _ _ _ $
Performed by JAS _ _ _ _ _ _ _ _ $ -
E6 Quantities _ _ _ _ $
a Traffic Control - - 2 4 - - 4 - 10 $ 1 110_00
b Earthwork 2 2 2 8 - - - - 14 $ 11870.00
c oadway 1 2 2 6 - - 8 - 19 $ 2,290.00
d Retainin Walls - 1 1 4 - - - 6 $ 725.00
e Removal - 1 1 8 - - 8 - 18 $ 1,985.00
f Drainage _ _ _ _ _ _ _
Culverts $
h Signs - 1 2 8 - - 8 - 19 $ 2120.00
i Pavement Markings 1 2 - 8 - - 8 - 19 $ 2,230.00
Signals 1 2 2 8 - - - - 13 $ 11660.00
k Illumination - 1 1 8 - - 8 - 18 $ 1985.00
1 Utilities _ _ _ _ _ _ _ _ $ _
m Erosion Control and SW3P _ _ _ _ _ _ _ $
n Landscaping and Irrigation $
E7 Summa Sheets _ _ _ _ _ _ _ _ $ _
a Traffic Control 1 - - 2 - - 2 - 5 $ 630.00
b Earthwork - - - 2 - - 2 4 $ 420.00
c Roadway 1 1 - 2 - - 2 - 6 $ 800.00
d Retaining Walls - 1 - 2 - - 2 - 5 $ 590.00
e Removal - - - 2 - - 2 - 4 $ 420.00
f Drainage _ _ _ _ _ _ _ _
$
Culverts
h Signs - 2 - - 2 - 4 $ 420.00
i Pavement Markings 1 - - 2 - - 2 - 5 $ 630.00
Signals - 1 - 2 - - 2 - 5 $ 590.00
k Illumination 1 1 - 2 _ _
2 - 6 $ 800.00
1 Utilities - - - 2 - - 2 - 4 $ 420.00
m Erosion Control and SW313
n Landscaping and Irrigation _ _ _ _ _ _ _ $
E8 Standards Specifications and Estimate _ _ _ _ _ _ _ _ $ _
a Download Prepare and Modify Standards 1 2 - 16 - - _ _ 19 $ 2,230.00
b Specifications 4 16 - 4 - - - - 24 $ 3,980.00
c General Notes 4 12 - 2 - - - - 18 $ 3 090.00
d Preliminary Cost Estimate and item price identification 8 8 - 16 - - - - 32 $ 4 720.00
E9 Prepare contract bid documents and proposals 4 8 20 1 24 - - - _
56 $ 7,420.00
851 107,310.00
HOURS SUB-TOTALS 99 1 188 1 259 815 0 214 235 0 1,810 $ 223,645.00
SUBTOTAL $ 20,790.00 $ 31,960.00 $ 34,965.00 $ 85,575.00 $- $ 25,680.00 1$ 24,675.00 $ - $223,645.00
Kenney Fort Blvd Exhibit D.xlsx
III. PS&E Page 5 of 8
Exhibit D - CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2 & 3
r FOREST CREEK TO SH 45N F-
City of Round Rock
Fee Schedule/Budget for CP&Y,Inc.
Task Description Project Senior Design E.1 T Admin/ Environ- Total Labor Total Direct
Manager Engineer Engineer Clerical Manager Hours Labor Costs
$210.00 $170.00 $135.00 $105.00 $104.00 $195.00
IV.PROJECT MANAGEMENT
A Project Management(12 months)
Al Create and submit monthly invoices 18 - - - 18 - 36 $ 5,652.00
A2 Prepare monthly progress reports 9 4 - - - - 13 $ 2,570.00
Prepare schedule 4 - 6 - - - 10 $ 1,650.00
A3 Meet with City twice a month,up to 18 meetings 36 30 - - - - 66 $ 12,660.00
A3 Meet with City twice a month,up to 18 meetings 36 16 - - - - 52 $ 10,280.00
A4 Prepare project meeting summaries 24 12 - - - - 36 $ 7,080.00
A5 Meet with property owners,stakeholders,and City 12 12 - - - - 24 $ 4,560.00
A6 Meet with other Stakeholders every 2 months 8 8 - - - - 16 $ 3,040.00
A7 Internal Design Team Meetings 12 12 10 10 - - 44 $ 6,960.00
A8 Monitor and Review Sub-consultant invoices 8 - - - 3 - 11 $ 1,992.00
A9 Coordinate and Review Sub-consultant work products 6 2 - - - - 8 $ 1,600.00
A10 Project Closeout 2 - 6 - 4 - 12 $ 1,646.00
IV.PROJECT MANAGEMENT-SUBTOTAL 328 $ 59,690.00
_HOURS SUB-TOTALS 175 96 22 10 1 25 1 0 1 328 1 $ 59,690.00
SUBTOTAL $ 36,750.00 1 $ 16,320.00 1 $ 2,970.00 $ 1,050.00 1 $ 2,600.00 1 $ - $ 59,690.00
Kenney Fort Blvd Exhibit D.xlsx
IV. Project Management Page 6 of 8
Exhibit D - CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for CP&Y, Inc.
Design Admin/ Environ Total Labor Total Direct
Task Description Project Senior
Manager Engineer Engineer E.I.T. Clerical Manager Hours Labor Costs
$210.00 $170.00 $135.00 1 $105.00 $104.00 $195.00
V.Bid and Construction Phase Services
A Bid Phase
Al Coordinate with City during Bid Package 4 - 10 5 _ - - 19 $ 2,715.00
A2 Attend pre-bid meeting 3 3 - - - - 6 $ 1,140.00
A3 Assist City at contract bid opening 2 - _ _
1 - 3 $ 525.00
A4 Tabulate bids,research low bidder,make recommendation 1 5 - 4 - - 10 $ 1,480.00
B Construction Phase 38 1 $ 5,860.00
B1 Create and submit monthly invoices(14 months) 6 - - - 10 - 16 $ 2,300.00
B2 Prepare for and attend re-construction meeting 4 - - 2 - - 6 $ 1,050.00
B3 Attend up to 6 construction meetings 12 40 - - - - 52 $ 9,320.00
B4 Respond to RFI's,make updates as agreed 8 - 20 60 - - 88 $ 10,680.00
B5 Review Contractor Pay Applications(14 months) 6 - 20 - - - 26 $ 3,960.00
B6 Conduct final site visit for substanial completion 6 4 - 2 - - 12 $ 2,150.00
B7 Provide shop drawing review 1 4 - 12 - - 17 $ 2,150.00
B8 Develop as-builts 1 8 - 50 - - 59 $ 6,820.00
260 $ 36,130.00
V.Bid and Construction Phase Services-SUBTOTAL
HOURS SUB-TOTALS 54 1 64 _ 50 _ _136 10 0 314 $ 44,290.00
SUBTOTAL $ 11,340.00 $ 10,880.00 $ -61750.00-1--$- 14,280.00 $ 1,040.00 $ - $ 44,290.00
Kenney Fort Blvd Exhibit D.xlsx
V. Bid and Construction Phase Page 7 of 8
Exhibit D - CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 200 $ 300.00
M lar Plots 22x34 As-Builts If $ 6.00 $ -
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 1/2"X 11"B/W Paper Copies sheet $ 0.10 1,500 $ 150.00
11"X 17"B/W Paper Copies sheet $ 0.15 1,000 $ 150.00
8 1/2"X 11"Color Paper Copies sheet $ 1.00 500 $ 500.00
11"X 17"Color Paper Copies sheet $ 1.80 100 $ 180.00
Fax Copies sheet $ 0.10 $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints picture $ 0.50 $ -
Oversized Digital Color Prints picture $ 50.00 $ -
Standard Postage letter $ 0.44 $
Express Mail Standard each $ 15.00 $
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 4 $ 100.00
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 $
Lodging da $ 85.00 $ -
Meals da $ 36.00 $ -
Mileage mile $ 0.550 350 $ 192.50
GPS Rental da $ 80.000 5 $ 400.00
HazMat Database Search each $ 250.000 2 $ 500.00
SUE(Quality Level C and D If $ 0.550 $ -
SUE(Quality Level B-Utility Designation) If $ 1.500 $ -
SUE(Quality Level A-Utility Locate,Test Holes $ -
Level A: 0 to 5 ft. each $ 1,200.000 10 $ 12,000.00
Level A:>6 to 8 ft. each $ 1,500.000 5 $ 7,500.00
Level A:>8 to 10 ft. each $ 1,800.000 5 $ 9,000.00
Level A:>10 to 12 ft. each $ 2,000.000 1 $ 2,000.00
Level A:>20 ft. each $ -
Miscellaneous Pro'ect Related Expenses NA at cost NA
SUBTOTAL DIRECT EXPENSES $ 32,972.50
Kenney Fort Blvd Exhibit D.xlsx
EXPENSES Page 8 of 8
Exhibit D - K Friese and Associates
w.m KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45 dr
City of Round Rock
Fee Schedule/Budget for CP&Y,Inc.
Task Description Project Senior Design Senior CADD Admin!E.I.T. Total Labor Total Direct
i
Manager Engineer Engineer Operator Clerical Hours Labor Costs
$190.00 $160.00 $110.00 $100.00 $85.00 $60.00 9
IL PLANS,SPECIFICATIONS AND ESTIMATE
C Drainage Design
C2 Crossing Structure Hydrology and Hydraulic Analysis $
a Data Collection 4 6 - _ 10 $ 1,040.00
b Hydrology:External Drainage Area Mas 2 - 8 16 8 - 40 $ 4,500.00
c Hydraulic Analysis 4 15 20 40 12 - 91 $ 10,380.00
d Drainage Report 2 6 10 16 2 36 $ 4,210.00
e Culvert Layout sheets 2 24 32 40 16 - 114 $ 13,100.00
f Culvert Hydraulic Data Sheets 2 2 4 8 16 32 $ 3,300.00
g Culvert Standards and Details 2 4 24 24 16 - 70 $ 7,420.00-
C3 Dyer Creek Hydrology and Hydraulic Impact Analysis $
a Data Collection - 2 2 4 $ 420.00
b Hydrology 2 2 6 6 - 16 $ 1,960.00
c Hydraulic Analsis 2 2 10 12 - 26 $ 3,000.00
C4 Storm Sewer Design - $
a Interior Drainage Area Mas 4 8 24 56 56 - 148 $ 15,040.00
b Inlet com ulations 4 8 16 28 6 - 62 $ 7,110.00
C Storm sewer hydraulics 4 8 24 36 6 78 $ 8,790.00
d Storm sewer plan and profile sheets 8 10 60 90 80 - 248 $ 25,520.00
e Ditch hydraulics 2 6 10 24 6 - 48 $ 51350.00
f Drainage standards and details 2 2 4 4 3 - 15 $ 1,795.00
Trench protection and special shoring - 2 4 4 - - 10 $ 11160.00
C7 SW3P and Erosion Control $
a Erosion Control Plans - 2 16 30 48 - 96 $ 9,160.00
b SW3P Plan - 2 4 6 - 12 $ 1,360.00
c Erosion Control Details - 2 2 2 2 - 8 $ 910.00
E Miscellaneous Roadway
1,048 $ 125,525.00
E6 Quantities
_
Culverts $2 2 8 16 - 28 $ 3,180.00
h Storm Sewer 2 2 24 24 - 52 $ 5 740.00
i SW3P and Erosion Control 1 1 6 8 16 $ 1,810.00
E7 Summa Sheets _
Culverts - 1 24 1 8 $ 865.00
h Storm Sewer - 1 2 4 1 8 $ 865.00
i SW3P and Erosion Control 1 2 4 1 8 $ 865.00
E8 Standards Specifications and Estimate _ _ $
b Specifications - 2 4 - 6 $ 760.00
C General Notes - 2 4 1 - - - 6 $ 760.00
li.PLANS,SPECIFICATIONS AND ESTIMATE-SUBTOTAL 132 $ 14,845.00
" „'
HOURS SUB-TOTALS 47 123 336 510 280 0 �'1,296 $ 140,370.00
SUBTOTAL $ 8,930.00 $ 19,680.00 1 $ 36,960.00 1 $ 51,000.00 1 $ 23,800.00 $ - $140,370.00
Kenney Fort Blvd Exhibit D KFA.xlsx
II. PS&E Page 1 of 3
Exhibit D - K Friese and Associates
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
L City of Round Rock
Fee Schedule/Bud et for CP&Y,Inc.
Task Description Project Senior Design EA.T .
Senior CAD Admin/ Total Labor Total Direct
Manager Engineer EngineerOperator Clerical Hours Labor Costs
$190.00 $160.00 $110.00 1 $100.00 $85.00 $60.00
IV.Bid and Construction Phase Services
B Construction Phase
B4 Respond to RFI's,make updates as agreed 2 6 18 24 10 - 60 $ 6,570.00
B8 Develop as-builts 2 2 4 8 24 - 40 $ 3,980.00
100 $ 10,550.00
IV.Bid and Construction Phase Services-SUBTOTAL
HOURS SUB-TOTALS 4 1 7787722 1 34 0 100 $ 10,550.00
SUBTOTAL $ 760.00 $ 1,280.00 $ 2,420.00 $ 3,200.00 $ 2,890.00 $ - $ 10,550.00
Kenney Fort Blvd Exhibit D KFA.xlsx
IV. Bid and Construction Phase Page 2 of 3
Exhibit D - K Friese and Associates
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 $
Mylar Plots 22x34 As-Builts If $ 6.00 $ -
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 1/2"X 11"B/W Paper Copies sheet $ 0.10 500 $ 50.00
11"X 17"BM Paper Copies sheet $ 0.15 500 $ 75.00
8 1/2"X 11"Color Paper Copies sheet $ 1.00 $ -
11"X 17"Color Paper Copies sheet $ 1.80 $
Fax Copies sheet $ 0.10 $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints icture $ 0.50 $ -
Oversized Digital Color Prints icture $ 50.00 $ -
Standard Postage letter $ 0.44 $ --
Express Mail Standard each $ 15.00 $
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 $ -
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 $
Lodging da $ 85.00 $ -
Meals da $ 36.00 $
Mileage mile $ 0.550 250 $ 137.50
GPS Rental da $ 80.000 $ -
HazMat Database Search each $ 250.000 $ -
Miscellaneous Project Related Expenses NA at cost NA
SUBTOTAL DIRECT EXPENSES $ 262.50
Kenney Fort Blvd Exhibit D KFA.xlsx
EXPENSES Page 3 of 3
Exhibit D - HDR
Am rw
KENNEY FORT BLVD, SEGMENTS 2 &3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for HDR
Task Description Project Senior Design E.I.T. CADD Admin/ Total Labor Total Direct
Manager Engineer EngineerOperator Clerical Hours Labor Costs
$250.00 $200.00 $170.00 $120.00 $100.00 $90.00
II.PLANS,SPECIFICATIONS AND ESTIMATE
A Roadway Design Controls
1 Si nalization - _ _ _ $
a Field Data Collection 4 - 4 - - 8 $ 1,680.00
b Utility and Power Coordination 4 - 8 - - - 12 $ 2,360.00
C Existing Layouts 2 - 4 8 16 4 34 $ 4,100.00
d Proposed Signal Layouts 2 16 16 24 40 4 102 $ 13 660.00
e Phasing&Signing Sheets 2 - 16 24 40 - 82 $ 10,100.00
f Conduit&Conductor Schedules 2 - 16 24 40 - 82 $ 10 100.00
Traffic Signal Elevations 2 - 16 24 40 - 82 $ 10,100.00
h Vehicle Detection Details 2 - 16 24 40 - 82 $ 10,100.00
B Miscellaneous Roadway 484 $ 62,200.00
1 Signals Quantities 2 16 32 50
2 Signal Summary Sheets 2 4 8 14 $ 11620.00
3 Standards Specifications and Estimate $ _
a Download,Prepare and Modify Standards 2 2 8 16 28 $ 3,400.00
b Specifications 2 4 8 14 $ 2,140.00
c General Notes 2 4 8 8 22 $ 2,940.00
d Preliminary Cost Estimate and item price identification 2 1 4 16 22 $ 3,100.00
$ -
150 $ 20,260.00
II. ,SPECIFICATIONSAND-ESTIMATE- L
HOURS SUB-TOTALS 30 16 1 128 204 248 8634 $ 82,460.00
SUBTOTAL $ 7,500.00 1 $ 3,200.00 1 $ 21,760.00 $ 24,480.00 $ 24,800.00 $ 720.00 $82,460.00
Kenney Fort Blvd Exhibit D_HDR.xlsx
II. PS&E Page 1 of 3
Exhibit D - HDR
KENNEY FORT BLVD, SEGMENTS 2 & 3
- FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for CP&Y,Inc.
Task Description Project Senior Design ELT CADD Admin/ Total Labor Total Direct
Manager Engineer Engineer Operator Clerical Hours Labor Costs
$250.00 $200.00 $170.00 $120.00 $100.00 $90.00
IV.Bid and Construction Phase Services
A Bid Phase Serivices
1 Preparation of Bid Documents 2 2 4 8 16 $ 2,540.00
2 Pre-bid meeting $ _
3 Respond to design questions 2 2 8 8 20 $ 3,220.00
B Construction Phase Services 36 $ 5,760.00
1 Construction Support Services 12 16 8 4 40 $ 7,080.00
2 Provide shop drawing review 2 6 16 24 $ 4,420.00
3 Develop as-builts and concurrence letter 2 4 8 26 40
- . $ 4,740.00
IV.Bid and Construction Phase Services-SUBTOTAL 104 $ 19,460.00
HOURS SUB-TOTALS 20 _ 10 48 32 30 0 140 $ 22,000.00
SUBTOTAL $ 5,000.00 $ 2,000.00 $ 8,160.00 $ 3,840.00 1 $ 3,000.00 $ - $ 22,000.00
Kenney Fort Blvd Exhibit D_HDR.xlsx
IV. Bid and Construction Phase Page 2 of 3
Exhibit D - HDR
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 $
Mylar Plots 22x34 As-Builts If $ 6.00 0 $
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 1/2"X 11"BNV Paper Copies sheet $ 0.10 $ -
11"X 17"BNV Paper Copies sheet $ 0.15 500 $ 75.00
8 1/2"X 11"Color Paper Copies sheet $ 1.00 $ -
11"X 17"Color Paper Copies sheet $ 1.80 $
Fax Codes _ sheet $ 0.10 $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints picture $ 0.50 $ -
Oversized Digital Color Prints icture $ 50.00 $ -
Standard Postage letter $ 0.44 $
Express Mail Standard each $ 15.00 $
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 2 $ 50.00
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 $
Lodging da $ 85.00 $ -
Meals da $ 36.00 $ -
Mileage mile $ 0.550 200 $ 110.00
GPS Rental da $ 80.000 $ -
HazMat Database Search each $ 250.000 $ -
Miscellaneous Project Related Expenses NA at cost NA
SUBTOTAL DIRECT EXPENSES $ 235.00
Kenney Fort Blvd Exhibit D_HDR.xlsx
EXPENSES Page 3 of 3
Exhibit D - Rifeline Lump Sum Basis
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for Rifeline
Task Description Project Senior Project Project Project Admin/ Total Labor Total Direct Labor
Principal Coordinator Coordinator Assistant Clerical Hours Costs
$200.00 $170.00 $150.00 $120.00 $50.00
IL SOCIAL ECONOMIC 8 ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT
D Public Involvement
Prepare montly invoices progress reports $ -
Invoices 9 18 27 $ 2,430.00
Status Reports 9 18 27 $ 2,430.00
Update Stakeholder list 10 10 $ 1,200.00
Stakeholder Meetings(up to 10 15 20 35 $ 61400.00
Public Hearin Ian,schedule,coordinate,advertise,attend&prepare required report) 20 1 35 35 90 $ 14,150.00
Noise workshop(plan,schedule,coordinate,and attend) 12 1 17 20 49 $ 7,690.00
II.-SUBTOTALS
238 $ 34,300.00
HOURS SUB-TOTALS 47 90 0 65 36 0 238 $ 34,300.00
SUBTOTAL $ 9,400.00 $ 15,300.00 $ - $ 7,800.00 $ 1,800.00 1$ - $34,300.00
Kenney Fort Blvd Exhibit D Rifeline.xlsx
II.Social, Eco, Enviro, Public Page 1 of 2
Exhibit D - Rifeline Lump Sum Basis
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expenses for Rifeline
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 $ -
Mylar Plots If $ 6.00 $ -
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 1/2"X 11"B/W Paper Copies sheet $ 0.10 600 $ 60.00
11"X 17"B/W Paper Copies sheet $ 0.15 100 $ 15.00
8 1/2"X 11"Color Paper Copies sheet $ 1.00 700 $ 700.00
11"X 17"Color Paper Copies sheet $ 1.80 100 $ 180.00
Fax Copies sheet $ 0.10 $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints picture $ 0.50 $ -
Oversized Digital Color Prints picture $ 50.00 $ -
Standard Postage letter $ 0.44 400 $ 176.00
Express Mail Standard each $ 15.00 $ -
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 $ -
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 $
Lodging da $ 85.00 $ -
Meals da $ 36.00 $ -
Mileage mile $ 0.550 1,500 $ 825.00
GPS Rental da $ 80.000 $ _ -
HazMat Database Search each $ 250.000 $ -
Miscellaneous Project-Related Expenses NA at cost NA $ -
SUBTOTAL DIRECT EXPENSES $ 1,956.00
Kenney Fort Blvd Exhibit D_Rifeline.xlsx
EXPENSES Page 2 of 2
Exhibit D - Cobb Fendley Lump Sum Basis
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for Cobb Fendley
Task Description Project Senior Project Utility Senior Admin/ Total Labor Total Direct Labor
Manager Engineer Engineer Specialist Technician Clerical Hours Costs
$185.00 $225.00 $125.00 $140.00 $135.00 $100.00
1 UTILITY COORDINATION
60%Design Phase
1(b)(i) Coordination/Team Meetings(up to 4 meetings) 4 10 10 2 26 $ 3,590.00
1(b)(ii) Updates to Existing Utility Layouts 2 4 6 $ 790.00
1(b)(iii) 60%Conflict Assessment&Strip Map 1 3 16 2 8 2 32 $ 4,420.00
1 b iv Evaluate Relocation Alternatives 4 4 4 12 $ 1,960.00
1 b v Prepare Proposed Utility Layouts 1 2 8 3 10 24 $ 3,405.00
1 b vi Coordinate Reimbursable and Non-Reimbursable Agreements/Relocations 4 16 20 $ 2,740.00
90%&100%Design Phase
1 c i Coordination/Team Meetings(up to 3 meetings) 2 6 6 2 16 $ 2,160.00
1 c(ii) Updates to Existing&Proposed Utility Layouts 4 8 12 $ 1,580.00
1 c iii 90%&100%Conflict Assessment&Strip Map 1 3 16 2 2 24 $ 3,340.00
1 c iv Secure Reimbursable and Non-Reimbursable Adjustments 4 6 20 30 $ 4,450.00
1 c v Utility Schedule and Sequencing 2 4 1 7 $ 1,090.00
1(c)(vi) Prepare Utility Certifications 1 3 4 $ 605.00
III.-SUBTOTALS
213 30,130.00
HOURS SUB-TOTALS 10 18 80 67 30 8 213 $ 30,130.00
SUBTOTAL $ 1,850.00 $ 4,050.00 $ 10,000.00 $ 9,380.00 $ 4,050.00 $ 800.00 $30,130.00
Kenney Fort Blvd Exhibit D_CobbFendley.xlsx
I. Utility Coord Services Page 1 of 2
Exhibit D - Cobb Fendley
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 150 $ 225.00
Mylar Plots if $ 6.00 0 $
Digital Ortho Plotting If $ 2.00 0 $ -
11"X 17"Mylar sheet $ 1.00 0 $ -
8 1/2"X 11"BNV Paper Copies sheet $ 0.10 50 $ 5.00
11"X 17"BNV Paper Copies sheet $ 0.15 100 $ 15.00
8 1/2"X 11"Color Paper Copies sheet $ 1.00 0 $ -
11"X 17"Color Paper Copies sheet $ 1.80 100 $ 180.00
Fax Copies sheet $ 0.10 0 $ -
Film and Development roll $ 8.00 0 $ -
4 X 6 Digital Color Prints icture $ 0.50 0 $ -
Oversized Digital Color Prints picture $ 50.00 0 $ -
Standard Postage letter $ 0.44 24 $ 10.56
Express Mail Standard each $ 15.00 0 $ -
Express Mail Oversized each $ 30.00 0 $ -
Deliveries each $ 25.00 4 $ 100.00
Airfare each $ 200.00 0 $ -
Rental Car da $ 80.00 0 $Lodging da $ 85.00 0 $ -
Meals da $ 36.00 0 $ -
Mileage mile $ 0.545 300 $ 163.50
GPS Rental da $ 80.000 0 $ -
HazMat Database Search each $ 250.000 0 $ -
Miscellaneous Project Related Expenses NA at cost NA $ -
SUBTOTAL DIRECT EXPENSES $ 699.06
Kenney Fort Blvd Exhibit D_CobbFendley.xlsx
EXPENSES Page 2 of 2
Exhibit D -Verdi
Lump Sum Basis
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for Verdi
Task Description Project Senior Design Chief Admin/ Total Labor Total Direct
Manager Engineer Engineer EIChief Hydrologist Clerical Hours Labor Costs
$100.00 $75.00 $0.00 $0.00 $0.00 $45.00
11.PLANS,SPECIFICATIONS AND ESTIMATE
E4 LANDSCAPE ARCHITECTURE
a Coordinate with project engineer 4 4 $ 400.00
b Prepare landscape,detail and specifications sheets(10)for construction. 175f-- 175 $ 17,500.00
II.PLANS,SPECIFICATIONS AND ESTIMATE SUBTOTALS 179 $ 17,900.00
HOURS SUB-TOTALS 179 0 0 1 0 1 0 01 179 $ 17,900.00
SUBTOTAL $ 17,900.00 $ - $ - $ - $ - $ - $17,900.00
Kenney Fort Blvd Exhibit D_Verdi.xlsx
II. PS&E Page 1 of 2
Exhibit D - Verdi
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 36 $ 54.00
Mylar Plots If $ 6.00 $ -
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 1/2"X 11"B/W Paper Copies sheet $ 0.10 50 $ 5.00
11"X 17"B/W Paper Copies sheet $ 0.15 $ -
8 1/2"X 11"Color Paper Copies sheet $ 1.00 $ -
11"X 17"Color Paper Copies sheet $ 1.80 28 $ 50.40
Fax Copies sheet $ 0.10 $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints picture $ 0.50 $ -
Oversized Digital Color Prints picture $ 50.00 4 $ 200.00
Standard Postage letter $ 0.44 $ -
Express Mail Standard each $ 15.00 $
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 2 $ 50.00
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 $
Lodging da $ 85.00 $ -
Meals da $ 36.00 $
Mileage mile $ 0.550 $ -
GPS Rental da $ 80.000 $
HazMat Database Search each $ 250.000 $ -
Miscellaneous Project Related Expenses NA at cost NA $ -
SUBTOTAL DIRECT EXPENSES
$ 359.40
Kenney Fort Blvd Exhibit D Verdi.xlsx
EXPENSES Page 2 of 2
Exhibit D -JAS
Lump Sum Basis
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for JAS
Task Description Project Senior Design Chief Admin/ Total Labor Total Direct
Manager Engineer Engineer E'I'T' Hydrologist Clerical Hours Labor Costs
ll.PLANS,SPECIFICATIONS AND ESTIMATE
E5 Irrigation
a Landscape Irrigation Plan $ 10,000.00
II.PLANS,SPECIFICATIONS AND ESTIMATE SUBTOTALS 0 $ 10,000.00
HOURS SUB-TOTALS 0 0 0 0 1 01 0 0 $ 10,000.00
SUBTOTAL $ - $ - $ - $ - $ - $ - $10,000.00
Kenney Fort Blvd Exhibit D JAS.xlsx
II. PS&E
Page 1 of 2
Exhibit D - JAS
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADd-P-lotting sf $ 1.50 $
Mylar Plots If $ 6.00 $ -
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 1/2"X 11"B/W Paper Copies sheet $ 0.10 $ -
11"X 17"B/W Paper Copies sheet $ 0.15 $ -
8 1/2"X 11"Color Paper Copies sheet $ 1.00 $ -
11"X 17"Color Paper Copies sheet $ 1.80 $
Fax Conies-- -- _— - - - sheet $ 0.10 _ $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints picture $ 0.50 $ -
Oversized Digital Color Prints picture $ 50.00 $ -
Standard Postage letter $ 0.44 $
Express Mail Standard each $ 15.00 $
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 $ -
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 $
Lodging da $ 85.00 $ -
Meals da $ 36.00 $
Mileage mile $ 0.550 $ -
GPS Rental da $ 80.000 $ _ -
HazMat Database Search each $ 250.000 $ -
Miscellaneous Project Related Expenses NA at cost NA $ -
SUBTOTAL DIRECT EXPENSES $ _
Kenney Fort Blvd Exhibit D JAS.xlsx
EXPENSES Page 2 of 2
Exhibit D - CORSAIR Lump Sum Basis
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for Corsair
Soil Borings Quantity Fee Total
10' Pavement Borings 2 Each $ 200.00 $ 400.00
Bucket Samples 0 Each $ 100.00 $ -
Mileage
0 Each $ 0.55 $ -
Utility Clearing and boring Staking EIT 1 Hours $ 86.80 $ 86.80
Field engineer EIT Logging 2 Hours $ 86.80 $ 173.60
Traffic Control 1 Day $1,800 $ 1,800.00
Sub Total $ 2,460.40
Laboratory Testing
Atterberg Limits Tests 4 Each $ 65.00 $ 260.00
Sieve Analyses Full Sieve with D50, D90 4 Each $ 120.00 $ 480.00
Soluble Sulfate Content 2 Each $ 25.00 $ 50.00
Eades and Grim (ASTM D6276) pH/lime series 0 Each $ 290.00 $ -
UU Triax Compression 0 Each $ 180.00 $ -
Resilient Modulus Testing of the Subgrade 0 Each $ 500.00 $ -
Moisture Content of Soil 4 Each $ 8.00 $ 32.00
Sub Total $ 822.00
Engineering No. Hours Billing Rate Total
Project Manager 0 Per Hour $ 200.28 $ -
Senior Engineer 0 Per Hour $ 126.86 $ -
Design Engineer 2 Per Hour $ 126.86 $ 253.72
EIT 2 Per Hour $ 86.80 $ 173.60
Sub Total $ 427.32
Grand Total $ 31709.72
Kenney Fort Blvd Exhibit D Corsair.xlsx
I.Surveying Services Page I of I
CERTIFICATE OF INTERESTED PARTIES FORM 1.295
10f1
Complete Nos,1-4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number:
of business. 2018-415604
CP&Y, Inc.
Austin,TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 10/17/2018
being filed.
City of Round Rock,Texas Date Acknowledged:
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a
description of the services,goods,or other property to be provided under the contract.
Kenney Fort Blvd(Seg 2&3)
Professional Engineering Services
4 Nature of interest
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling I Intermediary
Chiang,Walter Dallas,TX United States X
Patel,Pete Dallas,TX United States X
Roohms,J.J. Austin,TX United States X
Vergara, Marisa San Antonio,TX United States X
Hays,David Dallas,TX United States X
Boswell,Jeremy Dallas,TX United States X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is James J.Roohms and my date of birth is 3/311970
My address is 13809 Research Blvd, Ste 300 Austin TX 78 75 0 USA
(street) (city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct. I
Executed in Williamson County, State of T as ,on the 17th day of October,20 I8
f (month) (year)
R. .a t�„h 'zed agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethids.stafe.tx.us Version V1.0.6711
CERTIFICATE OF INTERESTED PARTIES FORM 1295
1 of 1
Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number:
of business. 2018-415604
CP&Y, Inc.
Austin,TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 10/17/2018
being filed.
City of Round Rock,Texas Date Acknowledged:
11/01/2018
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a
description of the services,goods,or other property to be provided under the contract.
Kenney Fort Blvd(Seg 2&3)
Professional Engineering Services
4
Nature of interest
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling Intermediary
Chiang,Walter Dallas,TX United States X
Patel, Pete Dallas,TX United States X
Roohms,J.J. Austin,TX United States X
Vergara, Marisa San Antonio,TX United States X
Hays, David Dallas,TX United States X
Boswell,Jeremy Dallas,TX United States X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is
and my date of birth is
My address is
(street) (city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in County, State of on the day of 20
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.6711