Contract - CP&Y - 7/9/2020STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO.4
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. 4 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, the City and Engineer executed Supplemental Contract No. 2 on November 8,
2018 to amend the scope of services and to increase the compensation by $840,597.18 to a total
of $1,910,016.96; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 3 on June 27, 2019 to
amend the scope of services and to increase the compensation by $83,520.00 to a total of
$1,993,536.96;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 $114,698.50 to a total of $2,108,235.46;
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.
Supplemental Contract Rev.06/16
0199.1603; 00448659 84275
1�' zo l tl-0(L 7-� 1
III
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.
FRI
Article 4, Compensation and Exhibit D. Fee Schedule shall be amended by increasing by
$1142698.50 the lump sum amount payable under the Contract for a total of $2,108,23 5.46, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
Supplemental Contract
0199.1603;00448659
[signature pages follow]
2
Rev.06/16
84275
I
Date
Supplemental Contract Rev.06/16
0199.1603; 00448659 84275
CITY OF ROUND ROCK APPRIDNED AS TO ORM:
n I�
By: l/
Craig Morgan Mayor Stephan T. Sheets, City Attorney
-7•q.20
Date
Supplemental Contract R".06/16
0199.1603; 00448659 84275
ADDENDUM TO EXHIBIT A
City Services
The City will continue to 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.
ADDENDUM TO EXHIBIT B
Engineering Services
Additional effort for Supplement #4 for the Kenney Fort Boulevard Segment 2 & 3 Project design services contract includes:
• Forest Creek Drive right turn lanes
o Additional design layout effort, traffic control plan modifications, roadway sheets, removal sheets,
signing & pavement marking sheets, and cross sections
o Update drainage analysis and drainage plans
• Hooded left turn on Kenney Fort at station 78400 south of Forest Creek,
• Additional Survey Services
o Extend Topographic survey on Forest Creek Drive for right turn lanes
o Additional survey for water and wastewater lines
o Update Parcel 1 (Timmerman) for additional ROW on Forest Creek for EB right turn lane
o ROW Staking for property owner visualization and fence construction
• Additional ROW coordination
o Condemnation hearing exhibit preparation
o Attending condemnation hearings (2)
• Pflugerville Future Kenney Fort Boulevard Extension — SH45 to New Meister Lane
o Concept Schematic
o Add curb return dead-end stub -out at SH45 into PS&E plans.
• TxDOT Local Government Project Procedures (LGPP) Coordination
o Additional TxDOT Coordination for Federal Funded Project
• Environmental 404 Permitting
The tasks and products are more fully described in the following TASK OUTLINE.
L SURVEYING SERVICES
The Kenney Fort Boulevard (KFB) Water and Wastewater Line (WWL) Improvements Project requires additional survey
information in order to complete the design of the water and wastewater lines already under contract. Survey needs include
elevation and inverts of 13 wastewater manholes, flow line of 4 storm drain inlets/junction box, and discrete topographic
survey.
The survey is anticipated to be complete approximately one month following Notice to Proceed.
A. SUPPLEMENTAL TOPOGRAPHIC SURVEY
1. Surveyor will provide the professional and technical staff necessary to perform a detailed topographic survey of
Forest Creek Drive extended limits and miscellaneous WWMH locations. The survey will include at a minimum
topography, improvements, fences, visible utilities, identifiable appurtenances, drainage structures, etc. Surveyor
will obtain flow line elevations & pipe sizes (if ascertainable) for each wastewater and storm drain manhole within
the limits of the survey area. Surveyor will also submit a utility locate request to Texas811 for the segment along
the roadway and survey in their markings.
B. ROW DOCUMENTS
1. The Surveyor will update the metes and bounds descriptions and ROW exhibit for the additional ROW needed for
the Forest Creek Drive right turn. The Surveyor will set monuments along the proposed ROW acquisition line for
additional ROW.
C. ROW STAKING
1. The Surveyor will stake and/or flag the new ROW line along private property owners for parcel numbers 5, 6, 14,
15, 17, 18 ,19, and 20 for purposes of property owner visualization and fence construction. ROW Staking shall be
set at 100' intervals on linear segments with good visibility and 50' intervals on curves.
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II. SECTION 404 PERMITTING
A. DATA COLLECTION (provided by CP& Y, Inc.)
The CONSULTANT shall conduct a baseline aquatic resource analysis documenting existing conditions with the
Texas Rapid Assessment Method (TxRAM), which is a wetland and stream conditional assessment model. This
effort would utilize previously gathered data in addition to field investigations. This task shall include preparation
of TxRAM Stream Data Sheets, Scoring Sheets, associated exhibits, and the Aquatic Resource Compensation
Calculator. For wetland areas, TxRAM Wetland Data Sheets, Wetland Scoring Sheets, associated exhibits, and
Wetland Final Scoring Sheet for Evaluating Proposed Mitigation/Impact Activities Sheet would be completed. This
would be completed for impacted streams/wetlands and potential mitigation locations. The output from TxRAM
will be used to calculate adverse impacts and compensatory mitigation required by USACE as part of the USACE
Pre -Construction Notification (PCN).
B. USACE Pre -Construction Notification - Based on the project design, it is anticipated that the project could be permitted
under Nationwide Permit (NWT) # 14 (Linear Transportation Projects), along with submittal of a PCN to the USACE.
Specific permitting tasks include the following:
1. Pre -Application Meeting — the CONSULTANT shall participate in one (1) pre -application meeting, via
teleconference/Skype meeting, with the USACE to discuss the project impacts, avoidancehninimization measures,
permitting requirements, and potential mitigation options.
2. PCN Preparation - the CONSULTANT shall prepare and submit a PCN to the USACE in accordance with NWP
General Condition 32. The USACE Fort Worth District application submittal form for NWP # 14 will be utilized for
this task. The submittal will include the results of the threatened/endangered species assessment, cultural resource
assessment, waters of the U.S. assessment, plan and section view drawings, and TCEQ Section 401 Water Quality
Certification. This task also includes responding to USACE comments and requests for additional information.
It is anticipated that a Conceptual Mitigation Plan will be required for submittal as part of the PCN. The Conceptual
Mitigation Plan will detail the avoidance and minimization measures during the planning and design phases for the
project. No USACE-approved mitigation banks are in the vicinity (i.e., watershed) of the project area; therefore, it
is anticipated that any required compensatory mitigation will be accomplished through permittee-responsible
mitigation. Detailed mitigation requirements will be discussed with the USACE; if required, a Detailed Mitigation
Plan would be prepared under a supplemental agreement.
IIL PLANS, SPECIFICATIONS & ESTIMATE
A. ROADWAY DESIGN (provided by CP& 19
1. Roadway Plans & Geometry
(a) Proposed typical sections will be updated to depict the improvements to Forest Creek Drive right turn lanes.
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.
(b) A horizontal alignment data sheets will be updated to include the horizontal geometric information for Forest
Creek Drive.
(c) Forest Creek Drive roadway plan and profile sheets shall be completed depicting the proposed construction.
The plan and profile sheets will be prepared at a scale of 1" =50' H and 1"=5' V. Combination rail along the
back of sidewalk will be replaced with TxDOT C411 Texas Classic Rail Standard Detail.
(d) Forest Creek Drive removal sheets will be added for removal of existing elements at scale of 1 "=50'
(e) Kenney Fort Blvd roadway plan & profile sheets will be modified to include a hooded left turn south of Forest
Creek Drive.
2. Grading and Details
(a) Design cross sections will be completed at 50-foot interval along Forest Creek Drive for the determination of
cut and fill quantities. Cross sections will not be developed as a deliverable for phased TCP.
(b) Driveway layout and profile will be prepared for the additional driveway on eastbound Forest Creek.
3. City of Pflugerville Future Extension of Kenney Fort Boulevard
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(a) The Engineer will a conceptual schematic alignment design for a future extension of Kenney Fort Boulevard
from SH45 existing intersection to New Meister Lane. The alignment will minimize impacts to the existing
MoKan right of way.
(b) Update current PS&E plans for construction of a stub for the Pflugerville future extension. This will require an
additional intersection sheet.
B. DRAINAGE & EROSION CONTROL DESIGN (provided by K-Friese)
ATLAS 14 IMPACTS
The engineer will update current 60% Plans, Specifications & Estimates (PS&E) plans to incorporate Atlas 14
precipitation for 90%, and final 100% plans. Impacts and scope of work include the following.
1. Atlas 14 Memo
(a) The engineer will prepare a technical memo to documenting the updated Atlas 14 precipitation data. The
precipitation data will be based upon research between TxDOT and the Texas Transportation Institute which is
expected to be incorporated into the TxDOT online Hydraulic Design Manual. In addition, the technical memo
will update the project's design criteria. Two 1-hour meetings are assumed for discussion and approval of
selected precipitation data/ design criteria.
2. Storm Sewer and Inlet Design
(a) Update Geopak Drainage calculations to assess impacts of Atlas 14. Update storm sewer sizes and inlet design.
Additional inlets at some locations and increased storm sewer sizes are anticipated.
Offsite Hydrology and Major Crossings
(a) Recalculate offsite flows to the project using Atlas 14 precipitation data. Update the Upper Brushy Creek
Central Model to calculate flows across project and tributary to major crossings. The Upper Brush Creek Main
Stem model used for evaluating offsite impacts will not be updated for this effort. Revaluate cross structure
sizes per freeboard criteria. If changes in infrastructure results differ from what is stated below, a supplement
amendment will be necessary to address the design changes. 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)
a) If existing storm sewer is undersized the proposed crossing will be correctly sized. Offsite storm
sewer will remain for future improvement project.
(v) SH 45 Culvert Extension (Approx. STA 146+50 to STA 139+50)
a) Performance of culvert extension will be revaluated but extension will not be upgraded to larger size.
(vi) Crossing of Meister Lane along Gattis School Road to Dyer Creek (Approx. STA 108+00 to 116+00
on Gattis School Road alignment)
(vii) Bridge class culvert crossing of Dyer Creek
a) Update HEC-RAS Calculations. Culvert will not be upsized.
Anticipated minor structures are (minor structures are anticipated to be connected to the storm sewer system and
conveyed to a major structure):
(viii) 36" Outflow pipe for Rolling Ridge Neighborhood (Approx. STA 97+00)
a) If existing storm sewer is undersized the proposed crossing will be correctly sized. Offsite storm
sewer will remain for future improvement project.
(ix) 48" Outflow pipe for Rolling Ridge Neighborhood (Approx. STA 112+00)
a) If existing storm sewer is undersized the proposed crossing will be correctly sized. Offsite storm
sewer will remain for future improvement project.
(x) Crossing of shallow channel approximately 500-ft south of Gattis School Road (Approx. STA 122+00)
(xi) Crossing near the end of Westview Drive (Approx. STA 140+00)
(xii)Outflow pipe from development at Northeast comer of SH 45 and Kenney Fort Blvd. (Approx. STA
146+00)
4. Ditch Design
(a) Update roadside ditch calculations to incorporate Atlas 14 precipitation using the Rational Method and updated
IDF curves. Revaluate freeboard criteria, permissible velocities, and shear stresses. Update ditch design or
provide erosion protection measures as applicable.
5. Floodplain Impacts
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(a) Right side Kenney Fort retaining wall will be revaluated between Sta. 92+00 to 103+00 per increased floodplain
map risk associated with Atlas 14 data.
6. Drainage Calculation Table Updates
(a) The following drainage calculations tables from the 60% PS&E design phase will be updated and expanded as
required.
• Onsite Drainage Calculations (7 Sheets)
• Culvert Hydraulic Data Sheets / HEC-RAS Calculations (7 Sheets)
7. Drainage Report Update
(a) Update drainage report with sections discussing new precipitation data, hydrologic approach and analysis,
hydraulic approach and analysis, and changes made to the effective Upper Brushy Creek Central Model and
Main Stem model. Updates for the Main Stem model will be for information only and will not be used for
design.
8. Storm Water Detention
(a) It is not anticipated that detention facilities will be required based on Atlas 14 updates. The Upper Brush Creek
Main Stem will be updated for Atlas 14; however, if analysis determines that detention may provide some
benefit a supplement amendment will be required for detention design and analysis.
9. Adjust inlets existing inlets on Forest Creek Drive for new right turn lanes
10. Evaluate pavement spread on new Forest Creek Drive right turn lanes.
11. Update drainage area map, storm sewer design, and hydraulic calculation tables for modified inlet locations
12. Adjust existing storm drain inlet and add additional at SH45 EBFR for Pflugerville Kenney Fort Blvd curb -return
stub.
13. Create additional erosion control sheets for new Forest Creek Drive right turn lanes.
C. SIGNING & PAVEMENT MARKINGS (provided by CP& Y)
1. Small Signing and Pavement Markings
(a) Signing and Pavement marking layouts will be prepared at a scale of 1 "=50' for Forest Creek Drive. Road
signs and markings will be shown all on the same plan sheet. Each sign will have a corresponding number for
cross-reference to the sign summaries.
D. MISCELLANEOUS ROADWAY (provided by CP&Y, Inc.)
1. Traffic Control Plan
(a) Traffic control typical sections and traffic control plan narrative will be updated to include Forest CreekDrive
construction.
(b) Traffic control plan sheets (2) will be added to include Forest Creek Drive and shown in one phase, two (2)
sheets.
E. TxDOT Coordination and Local Government Project Procedures (LGPP)
1. The Engineer will complete the additional coordination with TxDOT required due to the project receiving federal
funding including LGPP processes.
F. RIGHT OF WAY COORDINATION
1. Condemnation Hearing Attendance
(a) The Engineer attend two (2) right of way condemnation hearings to answer project engineering questions.
2. The Engineer will coordinate with the Right of Way Consultant for the Preparation of Right of Way Exhibits to be
used in the Condemnation Hearings for two (2) land parcels. The right of way exhibits will include: Project
Overview, Existing Parcel Overviews, Proposed ROW Areas, and Typical Sections.
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IV. ADDITIONAL SERVICES
A. Engineer will develop at the request of the Owner any changes, alterations or modifications to the Project which appear
to be advisable and feasible based on unexpected field conditions and in the best interest of the Owner
B. Work not described in the basic services must be approved by supplemental amendment to this Contract by the Owner
before the Engineer undertakes it. If the Engineer is of the opinion that any work is beyond the scope of this Contract
and constitutes additional work, the Engineer shall promptly notify the Owner of that opinion, in writing. In the event
the City finds that such work does constitute additional work, then the City shall so advise the Engineer, in writing, and
shall provide extra compensation to the Engineer for the additional work as provided under a supplemental amendment.
5/8/2020
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ADDENDUM T4 EXHIBIT C
Work Schedule
Attached Behind This Page
EXHIBIT C
Kenney Fort Boulevard -
Schedule
ID
Task Name
Duration
Start
Finish
2018 2019 2020
1021
H1 H2 H1 H2 H1
H2 _H1 H2
1
TOOT AFA Executed
0 days
Thu 11/1/18
Thu 11/1/18
11/1/18 TxDOT AFA Executed
2
I Environmental
_Czmczmz
3
i Submit ENV Scope Document
0 days
Fri 11/16/18
Fri 11/16/18
11/16/18 ® Submit ENV Scope Document
4
Draft EA
Public Hearing
Draft FONSI
Enviornmental Clearance
a 404 Permit
400 days
0 days
10 days
0 days
205 days
Thu 2/7/19
Tue 12/1/20
Mon 1/4/21
Fri 1/29/21
Mon 5/18/20
Wed 8/19/20
Tue 12/1/20
Fri 1/15/21
Fri 1/29/21
Fri 2/26/21
Draft EA
2/1/20 <> Public Hearing
Draft FONSI
1/29/21 .7 Enviornmental Cl
404 Permit
6
6
7
8
9
Design ,
TxDOT Schematic Coordination
PS&E Start
, ,
44 days
0 days
Thu 11/1/18
Tue 1/1/19
Tue 1/1/19
Tue 1/1/19
TxDOT Schematic Coordination
1/1/19 ® PS&E Start
_---p Design Phase
10
11
12
60% PS&E Plan Development
60 days
Wed 2/6/19
Tue 4/30/19
60% PS&E Plan Develc
pment
13
60% PS&E Submittal
60% PS&E Review
90% PS&E Plan Development
90% PS&E Submittal
0 days
10 days
25 days
0 days
Tue 4/30/19
Wed 5/1/19
Thu 6/11/20
Thu 7/16/20
Tue 4/30/19
Tue 5/14/19
Wed 7/15/20
Thu 7/16/20
4/30/19 ♦ 60% PS&E Submittal
1 60% PS&E Review
7/16/2
0 90%PS&E Plan Development
90% PS&E Submittal
14
is
16
17
90% PS&E Review
Final Plan Development
Submit Final Plans
Begin Construction
End Construction
15 days
25 days
0 days
380 days
0 days
Fri 7/17/20
Fri 8/7/20
Fri 1/29/21
Mon 5/3/21
Fri 10/14/22
Thu 8/6/20
Thu 9/10/20
Fri 1/29/21
Fri 10/14/22
Fri 10/14/22
j 90% PS&E Review
E Final Plan Development
1/29/21 Submit Final Plan
18
19
20
21
22
Task
�
Milestone ♦
Summary �1
'ROUNDROCK,TEXAS
N0.YfhL. M(SION YROL'L0.11Y
Page 2 of 2
C MY-)
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
EXHIBIT D SUMMARY - SUPPLEMENT 4
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Task Description
Total Cost
TOTAL LABOR COSTS
I. Sumeying Services
Geotechnical Investigations
CORSAIR
$
Surveying
CP&Y
$
28000.00
1. Surveying Services Subtotal
$
28 000.00
It. SOCIAL, ECONOMIC & ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT
Section 404 Permits
CP&Y
$
28505.00
It. SOCIAL ECONOMIC & ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT Subtotal
$
28 505.00
III. PLANS, SPECIFICATIONS AND ESTIMATE
Utility Adjustments
CP&Y
Utility Coordination
Cobb Fendle
Roadway Design Controls
CP&Y
S
13485.00
Drainage & Erosion Control Design
KFnese
S
28,765.00
Signing, Markings and Si nalization
CP&Y
S
1 430.00
Signing,Markings and Si nall2ation - Signals
HDR
$
Miscellaneous Roadway Section III -D E&
CP&Y
$
1243500
Miscellaneous Roadway
KFdese
$
1,705.00
III. PLANS SPECIFICATIONS AND ESTIMATE Subtotal
$
56115.00
IV. PROJECT MANAGEMENT
Project Management 12 months
CP&Y
$
IV. PROJECT MANAGEMENT Subtotal
$
V. Bid and Construction Phase Services
Bid Phase
CP&Y
Construction Phase
CP&Y
Construction Phase - Drainage
K Fnese
Construction Phase - Sigmis
HDR
V. Bid and Construction Phase Services Subtotal
$
SUBTOTAL LABOR EXPENSES
$
114,326.00
EXPENSES -CP&Y
CP&Y
$
373.50
EXPENSES -HDR
HDR
$
EXPENSES-Rifeline
Rileline
$
EXPENSES - Verdi
Verdi
$
EXPENSES -Cobb Fendley
Cobb Fendle
$
EXPENSES - K Fnese
K Fnese
$
GRAND TOTAL
$
114,698.50
SUMMARY of Cost breakdown by Firm
CP&Y
$
111228.50
Cobb Fendle
$
HDR
$
K Friese
$
30470.00
Rifeline
$
Verdi
It
JAB
It
Corsair
S
Kenney Fort _SA4_Env404Wrans_Exhibit D.xlsx
SUMMARY Page 1 of 5
Exhibit D
Kenney Fort Blvd. Additional Survey
FOREST CREEK TO SH 45
City of Round Rock
Task Description
Total Labor Hours
Total LoadedLabor
Other Direct Costs
Ti�SiIRVEY,:SERVECES ..=:,:u�.
''`
A. SUPPLEMENTAL TOPOGRAPHIC SURVEY
$ 18 400.00
$
B. ROW DOCUMENTS
$ 1,600.00
C. ROW STAKING
$ 8,000.00
SUB -TOTAL SURVEY SERVICES
0
$ 28 000.00
$
IL Ail MONAL SERMES:; ; c_
SUB -TOTAL ADDITIONAL SERVICES
$ -
$
SUB -TOTAL SURVEY & ADDITIONAL SERVICES
$ 28,000.00
$ -
GRAND TOTAL SURVEY & ADDITIONAL SERVICES & EXPENSES
$ 28,000.00
Kenney Fort_SA4_Env404&Trans_Exhibit D.xlsx Page 2 of 5
Exhibit D -Supplement 4
Lump Sum Basis
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
Manager
Senior
Engimser
Environ
Manager
Senior
Environ
S cialist
Environ
Specialist
Senior
Architectural
Historian
Biologist
GISSpectalist
Admin I
Clerical
Total Labor
Hours
Total Direct
Labor Costs
5210.00
$170.00
$195,00
$130.00
$115,00
$135.00
$104.00
$85.00
$104.00
ll: SOCIAL ECON
MIC & ENVIRONMENTAL ST
DIES AND P9LIC
INVOLVEMENT
I. Environmental documentation
Data Collection
1 1
1 4
1 81
60
8
81
S 8950,00
81
8,950.00
II USACE Pre -Construction NooOcation
Pre-Applicabon Meeting
2
3
4
2
11
S 1,733 00
PCN Preparation
2
4
12
30
25
8
4
1 85
$ 9,90600
conceptual Mitigation Plan
1
2
2
8
24
24
8
1 69
$ 7,916.00
00
II.-S TOTALS
HOURS SUB -TO
6
2
13
32
54
0
ill
24
4
246
$ 28,505.00
SUBTOTAL
$ 1.260.00
$ 340.00
$ 2,535.00
$ 4.160.00
$ 6,210.00
$
$ 11,544.00
$ 2,040.00
$ 416.00
E 281 .00
Kenney Fort _SA4_Env404&Trans_Exhibit D.xlsx
II. Social, Eco, Enviro, Public
Page 3 of 5
Exhibit D - CP&Y, INC.
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee SchedulelBud et for CP&Y, Inc.
Task Description
Project
Manager
Senior
Engineer
Design
Engineer
E.I.T.
Chief
Hydrologist
Senior CADD
Operator
CADD
to
opera or
GIS Speci alist
Total Labor
Hours
Total Direct
Labr oCosts
921000
$17000
S135.00
S10500
$210.00
S120.00
S10500
S85.00
Ill. PLANS, SPECIRCA77ONS AND ESTIMATE
Roadway Design Controls
Al Roadway Plans & GeometryS
a Existim Typeal Sections - Forest Creek Drive
2
2
4
$ 480.DO
b Proposed Typical Sections - Forest Creek Drive
1
4
1
6
$ 815.00
c Horimntal Data Sheat- Forest Creek Drive
1
1
2
$ 240.00
e Forest Creek Drive Plan &Pmfles 2 - Right Turn Lanes
1
2
18
4
25
S 2860.00
Removal Sheets - Forest Creek Drive & SH45 EBFR 3
1
10
2
13
$ 1,430.00
A2 Gradlinn and Details
$
a 5M Cross Sections - Forest Creek
2
10
4
16
$ 1,810.00
A3 Future P8u tulle Kenney Fort Blvd Extension - Schematic
$
a Conceptual Schematic SH45 to New Meister Lane
1
4
18
8
31
$ 3.620.00
b Intersection layouts 1 =40 - SH45 EBFR
2
16
2
20
S 2,230.00
117
$ 13,485.00
Drainage Design
a eeffOrareCl by neee
$
Signing, Markings and Signalizardan
DI a Signing & Pavement Marking Layouts - Forest Creek Or
1 101 2
13
$ 1,430.00
13
1 s IAJU.uu
Miscellaneous
Roadway
E2 Traffic
Control Plan
$
a TOP
T 'cals -Forest Creek Dfkre
1
4
1
6
$ 695 00
e TCP
Plans Sheets (2 - Forest Creek Drive
2
1
1 141
1 4
20
$ 2,230 00
2,925.00
TxDOT Coordination and LocalGovernment Project PFocedures
E1 TxDOT Coordination for Federal Funding & LGPP
2 1 14
16
$ 2,80.0 00
16
2
Rightof Way Coordination
F1 Contlemnation Meetin
16
16
$ 3360.00
RUN of ay i inetan
24
31
110.00
HOURS
SUB -TOTALS
23
34
7
100
0
0
31
24
219
S 27,35000
SUBTOTAL
S 4, 83000
S 5.780.00
S 94500
S 10,500.00
$
$
S 3,25500
S 2,04000
1 $27,350.00
Kenney Fort _SA4_Env404&Trans_Exhibit D.xlsx
II I. PS&E Page 4 of 5
Exhibit D - K Friese and Associates
KENNEY FORT BLVD, SEGMENTS 2 & 3
FOREST CREEK TO SH 45
City of Round Rock
Fee Schedule/Budget for K Friese
Task Description
Project
Manager
Senior
Engineer
Design
Engineer
E.I.T.
Senior CADD
Operator
Atlmin/
Clerical
Total Labor
Hours
Total Direct
Labor Costs
$190.00
$160.00
$110.00
sit:t
$86.00
$60.00
Ill. PLANS, SPECIFICATIONS AND ESTIMATE
Drainage Design
Ct Crossing Structure Hydrology and Hydraulic Analysis
$
a Data Collection
$
b Hydrology : External Drainage Area Ma
$
c Hydraulic Analysis
18.0
2.0
10.0
30
$ 4,640.00
d Dmina a Report
2.0
2.0
6.0
10
$ 1,200.00
e Culvert Layout sheets
6.0
2.0
18.0
26
$ 3,160.DD
f Culvert Hydraulic Data Sheets
4.0
2.0
12.0
18
$ 2,180.D0
Culvert Standards and Details
$
C2 Dyer Creek Hydrology and HydmulicImpact Analysis
$
a Data Collection Atlas 14 / Drainage Memo
6.0
2.0
4.0
12
$ 1.760.00
b Hydrology
6.0
2.0
4.0
1
12
1 $ 1,760.00
_
c Hydraulic Ana is
6.0
2.0
12.0
1
20
$ 2,560.00
C3 Storm Sewer Design
$
a Interior Drainage Area Maps
1.0
5.0
6
$ 690.00
b Inlet corn ulations
2.0
3.0
6.0
11
$ 1,310.00
c Storm sewer hydraulics analysis and sheets
1.5
3.0
6.5
11
$ 1,265.00
d Storm sewer plan and profile sheets
12.0
2.0
40.0
54
$ 6,500.00
e Ditch hydraulics
$
f Drainage standards and details
$
It Trench protection and special shoring
$
C4 SW3P and Erosion Control
a Erosion Control Plans
1
5
10
16
$ 1,740.00
b SW3P Plan
c Erosion Control Details
$
226
28,766.00
E Miscellaneous Roadway
E6 Quantities -Atlas 14 Impacts
$
I Storm Sewer
1
1
3
5
505.00
Culverts
1
2
3
$ 295.00
m SW3P and Erosion Control
1
2
3
310.00
E7 Summary Sheets - Atlas 141 ads
$
f Storm Sewer
0.5
1
1
3
3D5.00
Culverts
0.5
0.5
1
$ 145.00
m SW3P and Erosion Control
0.5
0.5
1
145.OD
Eta Standards, Specifications and Estimate
$
b Specifications
c General Notes
$
15
11705.00
HOURS SUB -TOTALS
1 68
0
1 30
1 143
1 0
1
241
1$ 30,470.00
SUBTOTAL
$ 12,920.00
$
$ 3,300.00
$ 14,250.00
$
$
$30,470.00
Kenney Fort_SA4_Env404Wrans_Exhibit D.xlsx
KFriese Page 5 of 5
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•...c, .\ \ !// Tows TCLAA FECEOsEC
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Liv F
RO n�
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UnLmES SURVEY REQUEST
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ELEVAiIOUS A PT$ 1,/ i \ _
SCALE HUMS, FELT
i;.it I �f L- `
.t}! = " — � —► FORE
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-- l II
l j _
I,f1 t I t I t f' ADDINGOMNG a SURVEY roRJ
AWB NRN LANE _
- ��DOVAL SOFVE:"FOR ADDUaG ES Rl O
V RlCilllli TJRN 'A!'E _ --Ps' 'D
`FOREST CREEI-B locE �, —� m LEGEND
PROPOSED PDVEUFNT
C� MNN/SN.IRED USE PATH
IVE
_.
IXI3VENNV
E%IETIIp ROB
PROPOSED R.
E[IETIM PPMERTY LINE
TRAFFIC LANE DIRECTION
u KENNEY FORT BLVD.
1
FOREST CREEEK
ADDITIEYR BITURVEY
I
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. 2020-634351
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 06/19/2020
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(Begs.2&3)
Professional engineering services
Nature of interest
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling Intermediary
Vergara, Marissa San Antonio,TX United States X
Boswell,Jeremy Dallas,TX United States X
Roohms,J.J. Austin,TX United States X
Hays, David Dallas,TX United States X
Patel, Pete Dallas,TX United States X
Chiang,Walter Dallas,TX United States X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is Andrew Atlas , and my date of birth is
My address is 13809 Research Blvd., Ste 300 Austin TX 78757 USA
(street) (city) (state) (zip code) (country)
declare under penalty of perjury that the foregoing is true and correct.
Executed in Williamson County, State of Texas ,on t I 9thday of June ,20 20
(month) (year)
. .
• jet/
„ .
. .
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.3a6aaf7d
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. 2020-634351
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 06/19/2020
being filed.
City of Round Rock,Texas Date Acknowledged:
07/14/2020
g 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(Begs.2&3)
Professional engineering services
Nature of interest
4
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling Intermediary
Vergara, Marissa San Antonio,TX United States X
Boswell,Jeremy Dallas,TX United States X
Roohms,J.J. Austin,TX United States X
Hays, David Dallas,TX United States X
Patel, Pete Dallas,TX United States X
Chiang,Walter 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 V1.1.3a6aaf7d