Contract - K Friese + Associates, LLC - 10/12/2023 STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 2
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: K FRIESE +ASSOCIATES, LLC ("Engineer")
ADDRESS: 1120 S. Capital of Texas Hwy, CityView 2, Suite 100,Austin, TX 78746
PROJECT: Greenlawn Boulevard Widening—SH 45 to 11135
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 K Friese + Associates, LLC,
hereinafter called the "Engineer."
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract," on the 24th day of October, 2019 for the Greenlawn Boulevard Widening—
SH 45 to IH 35 Project in the amount of$155,413.00; and
WHEREAS, the City and Engineer executed Supplemental Contract No. 1 on February 11, 2021
to amend the scope of services and to increase the compensation by $820,982.00 to a total of
$976,395.00; and
WHEREAS,it has become necessary to amend the Contract to modify the provisions for the scope
of services and to increase the compensation by $222,010.00 to a total of$1,198,405.00;
NOW THEREFORE,premises considered, the City and the Engineer agree that said Contract is
amended as follows:
I.
Article 1, City Services and Exhibit A, City Services shall be amended as set forth in the attached
Addendum To Exhibit A.
II.
Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set forth
in the attached Addendum to Exhibit B. Exhibit C, Work Schedule shall be amended as set forth
in the attached Addendum to Exhibit C.
"?-ZOLS-926-
Supplemental Contract Rev.06/16
0199.1953.4882-7425-1390 84275
1
III.
Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by
$222,010.00 the lump sum amount payable under the Contract for a total of $1,198,405.00, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF,the City and the Engineer have executed this Supplemental Contract
in duplicate.
K FRIESE +ASSOCIATES, LLC
0 NAy sWwd by Tha M,Ow ,P.E.
Thomas M. Owens, P.E.A-6.1" -.'.C"O'°""`.0—.F11".`
1N-C-US.Inc.•,GA'f —.M. 011
By: OXY:20 211 1 2 1 5:53:5405110'
Thomas M. Owens, PE, Vice President
12 SEP 23
Date
Supplemental Contract Rev.06/16
0199.1953.4882-7425-1390 84275
2
CITY OF ROUND ROCK APPROVED AS TO FORM:
By: r -
Craig Mo an, ty
or Stephanie L. San re, City Attorney
sol/zl z�
Date- I..
Supplemental Contract Rev.06/16
0199.1953.4882-7425-1390 84275
3
ADDENDUM TO EXHIBIT A
City Services
The City of Round Rock (City) will provide the following information and other
assistance to K Friese & Associates (Engineer) that the City deems appropriate
and necessary. No, specific items or services are expected.
A-1 of 1
ADDENDUM TO EXHIBIT B
Engineering Services
UNDERSTANDING
K Friese + Associates, Inc. (KFA) will add additional design elements to develop
Plans, Specifications, and Estimate (PS&E) suitable for bidding for the expansion of
Greenlawn Boulevard from IH 35 to Louis Henna Blvd (SH 45). Expansion of the
original PS&E scope to include a detention evaluation, prepare Conditional and post-
construction Letters of Map Revision (CLOMR and LOMR), and provide
accommodations for two (2)4-in conduit and pull boxes for future fiber optic lines.
In addition, K Friese & Associates, Inc. (KFA) will extend the contract time through
the end of design and include meetings throughout the remaining schedule.
KFA's understanding of the meeting needs consists of the following assumptions to
complete the design.
• Monthly for the remaining time of the contract (estimated 8 meetings (6)
months).
In addition to the drainage design, the City has asked KFA to include design of
approximately 5,070 LF of two ( 2)four (4) inch conduits for future fiber.
SCOPE OF SERVICES
TASK 1 — PROJECT MANAGEMENT
1. Project Management/Administration — This task includes routine communication
with the City; managing sub-consultants, developers, workload, budgets, and
schedules; invoicing; implementing and monitoring of QA/QC efforts; and other
activities associated with managing the project. An additional 6 months has been
added to the original project duration.
2. Project Meetings and Status Reports — KFA will attend regular status meetings
with the City to review progress and upcoming work. We have budgeted for two
(2) additional meetings for review and discussion of detention design and
alternatives at Whittlesey Landscape Supplies. Time includes preparation of
agendas and meeting minutes.
TASK 2 — FINAL DESIGN
1. Detention Analysis — KFA will analyze and provide detention alternatives. It is
assumed the detention requirement is to reduce post-development flow rates to
existing pre-development peak rates for the 2-, 10-, 25-, and 100-year storm
events in accordance with the City of Round Rock's drainage specifications. The
existing pre-development condition will be the present-day condition prior to
Greenlawn Blvd widening and assuming the adjacent Whittlesey Landscaping
Supplies developments are undeveloped, open space.
a. Detention analysis shall be summarized in a Technical Memorandum prior
to development of plan sheets. The Technical Memorandum will provide a
B-1 of 4
ADDENDUM TO EXHIBIT B
Engineering Services
brief narrative and table summaries of storage requirements, pre- and
post-development flow rates, detention location alternatives, and
descriptions and summaries of the HEC-HMS and HEC-RAS models used
for the analysis. Detention location alternatives will be limited to open
areas along the Greenlawn Blvd ROW and the Whittlesey Landscaping
Supplies developments.
2. Additional Drainage Construction Plans — KFA will produce the following sheets
(11" x 17" Full-Size) as appropriate for additional scope items. QA/QC is included
in each sheet task. The project assumes milestones phases remaining for 90%,
100%, and Final (bid) stages.
a. DETENTION PLAN GRADING SHEET (1 Sheet)
b. DETENTION PLAN CROSS SECTION SHEETS (2 Sheets)
c. DETENTION PLAN DETAIL SHEETS (3 Sheets)
3. Conditional Letter of Map Revision (CLOMR) Application — Prepare and process
a CLOMR through the Federal Emergency Management Agency (FEMA) for
Gilleland Creek and Gilleland Creek Tributary 3 as needed. It is assumed the
basis of the work will be a combination of the current FEMA effective model
adopted for the design of the proposed Greenlawn Blvd bridge, hydraulic models
used for the Whittlesey Landscaping LOMR, and hydraulic models developed for
the proposed District development. The CLOMR will document the effects of the
proposed Greenlawn Blvd bridge, proposed detention, and The District
development on the floodplain and floodway. It is assumed the limits of the
CLOMR will not exceed just upstream of 1-35 at the current floodplain limits to
Piccadilly Drive. The CLOMR application will be submitted to FEMA through
FEMA's Mapping Information Platform. The completed CLOMR application and
submittal scope includes the following.
a. FEMA Pre-application meeting
b. Hydraulic and Hydrologic modeling — included corrected effective, existing
conditions, and proposed conditions. Hydrologic models completed in
HEC-HMS
c. Project narrative
d. Floodway models—An assessment of WSEL rises, mitigation or property
owner coordination.
e. MT-2 Application Forms 1 through 3.
f. Annotated FIRMS
g. Certified Topographic Work Map meeting the mapping requirements of
MT-2 Form 2.
h. Floodway Data Tables
i. Floodway Notice
j. Floodplain Administrator submittal and comment resolution (Assumes 1
meeting)
k. FEMA submittal, comment resolution, and application fee (Assumes 3
meetings).
I. Property Owner Notification after technical comment resolution
B-2 of 4
ADDENDUM TO EXHIBIT B
Engineering Services
4. Letter of Map Revision (LOMR) Application and Submittal– Prepare and process
a LOMR through the Federal Emergency Management Agency (FEMA) for
Gilleland Creek and Gilleland Creek Tributary 3 as needed. This CLOMR
application and all associated forms will be revised and/or updated to reflect the
as-built conditions. KFA will use the Contractor's final redline as-built drawings to
document as-built conditions. The City or The District engineers or developers
shall provide record drawings of any completed construction documented in the
original CLOMR application related to The District. One comment resolution
meeting and resubmittal is assumed. The LOMR applications will be submitted to
FEMA through FEMA's Mapping Information Platform. It is assumed the
accepted as-built condition will be in substantial compliance with the proposed
plans and coordinated CLOMR application. The completed LOMR application
includes the following items, updated to reflect as-built plan records.
a. FEMA Pre-application meeting
b. Hydraulic and Hydrologic modeling
c. Project narrative
d. Floodway models
e. MT-2 Application Forms 1 through 3.
f. Annotated FIRMs
g. Certified Topographic Work Map
h. Floodway Data Tables
i. Floodway Notice
j. Floodplain Administrator submittal and comment resolution (Assumes 1
meeting)
k. FEMA submittal, comment resolution, and application fee (Assumes 1
meetings).
I. Property Owner Notification
5. Additional design of approximately 5,070 LF of two (2) four (4) inch conduits for
future fiber.
a. General Plans
1. Quantity/Summary Sheets (1 Sheet)
1. Roadway Quantities Summary
b. Roadway Plans & Geometry
1. Typical Sections (5 Sheets) — Proposed typical sections
2. Roadway Plan and Profile Sheets (5 Sheets)
c. Opinion of Probable Construction Cost — KFA will prepare and submit an
engineer's opinion of probable construction cost in PDF format at the
90%, 100% and Final submittals to the City
APPLICATION DELIVERABLES
• PDF review copy of CLOMR/LOMR applications for review and
signature, prior to submittal to FEMA.
B-3 of 4
ADDENDUM TO EXHIBIT B
Engineering Services
• PDF and copy of all models and Spatially referenced Geographic
Information System (FIS) data OR Computer Aided Design (CAD) data
of final approved FEMA permits.
• 90% and 100% Plan Sets with Opinion of Probable Cost
EXCLUSIONS
• No additional survey is included in scope. TNRIS LiDAR will be used
to represent any additional cross sections required for CLOMR/LOMR
applications if no survey information is available.
B-4 of 4
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
Greenlawn Blvd Widening
IH 35 to Louis Henna Blvd(SH 45) K FRIES E
Exhibit ASSOCIATES
Work Schedule
LocHtiew
ROUND ROCK I I
10 ask Name Duration Start Finish Predecessors 3rd Quarter 4th Quarteil 1st Quarter 2nd Quarte 3rd Quarter 4th Quarter 1st Quarter 2nd Quarte 3rd Quarter 4th Quarter
1st Quarter 2nd Quart 3rdQuart
Jul Aug.Sep�Oct Nov Ded Jan lFebMarAprMay Jun Jul AugSep OctNov DeciJan'Feb MarAprMay Jun Jul Aug Sep OctNov Dec,Jan FebMarAprMaylun Jul lAug
1 Re-Kickoff 0 days Mon 7/18/22 Mon 7/18/22 7/18
2 Task 1-Project Management/Administration 725 days Mon 7/18/22 Fri 4/25/25 1
3 Task 2-Final Design 520 days Mon 7/11/22 Fri 7/5/24
4 Environmental Documentation 60 days Mon 7/11/22 Fri 9/30/22 1SS-5 days
5 ROW Survey 30 days Mon 7/11/22 Fri 8/19/22 155-5 days
6 Existing Culvert Analysis 30 days Mon 7/18/22 Fri 8/26/22 1
7 Geotechnical Existing Pavement Analysis 35 days Mon 7/18/22 Fri 9/2/22 1
8 60%Plans Preparation 70 days Mon 7/11/22 Fri 10/14/22 ISS-5 days
9 60%QA/QC 10 days Mon 10/17/22Fri 10/28/22 8
30 60%Submittal 1 day Mon 10/31/22Mon 10/31/22 9
11 60%City Review and Comment 72 days Tue 11/1/22 Wed 2/8/23 10
12 SWA Prep and Coordination 128 days Thu 2/9/23 Mon 8/7/23 11
13 Drainage Study and Detention Analysis 25 days Tue 8/8/23 Mon 9/11/23 12
i
14 90%Plans Preparation 39 days Tue 9/12/23 Fri 11/3/23 13
15 90%QA/QC 10 days Mon 11/6/23 Fri 11/17/23 14
16 90%Submittal 1 day Mon 11/20/2-Mon 11/20/23 15
17 Agency Review,Comment,and Approval 1S0 days Tue 11/21/23 Mon 6/17/24 16 1111110
18 90%City Review and Comment 10 days Tue 11/21/23 Mon 12/4/23 16
19 100%Plans Preparation 29 days Tue 12/5/23 Fri 1/12/24 18
20 100%QA/QC 10 days Mon 1/15/24 Fri 1/26/24 19
21 100%Submittal 1 day Mon 1/29/24 Mon 1/29/24 20
22 Bid&Award 114 days Tue 1/30/24 Fri 7/5/24 21
23 Task 3-Construction Phase-12 Months 264 days Mon 7/8/24 Thu 7/10/25 22
24 Contract Termination 0 days Thu 7/10/25 Thu 7/10/25 23 •7/10
t Task Project Summary 1 I Inactive Milestone Manual Summary Rollup Deadline 4
Date:Mon 7/31/23 Split External Tasks Inactive Summary Manual Summary Progress
SWAN2 Milestone • External Milestone Manual Task INNOWNMN� Start-only C Manual Progress
Summary ------- 7 Inactive Task Duration-only Finish-only ]
Page 1-1
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
Greenlawn Blvd Widening
IH 35 to Louis Henna Blvd(SH 45) K FRI E S E
EXHIBIT + ASSOCIATES
t ROUND ROCK if xn, FEE SCHEDULE
/ LOCHNER
Billing Rate $ 250.001 S 250.00 1 $ 215.001S 185.001 $ 105.00 f 105.00 1 $ Woo
Sr Project Senior Project Sr.CADD Project Total Sub-
Principal Manager Engineer Engineer BT Technician Administrator Labor Total Labor Consultant Expenses Total
Task Hours Hours Hours Hours Hours Hours Hours Hours Cost Cost Cost cost
Task 1- Management
1 ManagemenuAdministration 2014 8 42 $8,310 so so $8,310
2 Meetings 8 Status Reports 2 meetings) 10 1 12 16 38 $8,040 $0 $50(111 $8,540
Subtotal Task 1 0 30 12 30 020
0 8 80 $16,360 s0 $ $16,850
Task 2-Final Design
1 Detention Analysis 2 12 20 50 08,480 $0 50 $8,460
•Tedfi Memorandum and Table Summaries - 1 4 12 21 $3,750 $0 $3,750
2 Construction Plans _ 2 2 8 4 36 $4,930 00 04,930
a Detention Grading Plan Sheet - _ __ 4 4 12 4 M WSW s0 58,600
b DetentionPlan Cross Section Sheets 4 4 12 8 44 08,800 s0 $6,600
C.Detention Plan Detail Sheets 4 4 12 16 a 44 $8,6130 s0 58,600
3 CLOMR Application 0 s0 s0 $0
a.FEMA Pro-application meeting 4 8 6 18 $3,830 s0 50 $3,830
b Nc and Hydrologic modelin 10 32 28 70 014,680 50 014,560
c.Projecit Narrative _ 4 16 6 28 05,920 $0 $6,920
d Floodway models 6 20 20 46 09,500 50 $9,500
e MT-2 Ap Iica ions __ _ _ 4 8 --12 $2,720 00 $2,720
}.Annotated FIRMS and Floodplain I Floociwa mapping - 2 18 8 20 46 $7,520 $0 $7,520
IgICartrfied T raphic Workmap _ 2 18 8 20 46 $7,520 00 $7,520
h Fkwdway Deta Tables 2 1 4 4 1 10 $2,100 $0 $2,100
I. FloodwajNotice _ 1 1 4 2 7 $1,480 $0 $1,480
. FPA subbmlttal,meeting,and comment resolution 12 16 16 20 _ _ 64 _ $11,500 s0 $ $11,500
k.FEMA submetal,comment resolutions and application fee 16 36 18 20 _ 90 $17,170 00 08,500 $23,670
I. Propsrt r Owner Notification 1 4 2 7 01,480 s0 $0 $1,480
4 LOMR Application 0 $0 s0 5o $0
a.FEMA Preapplicabon meeting - 2 4 3 9 $1,915 s0 50 01,915
b H draukc and Hydrologic modelin 5 16 14 35 $7,280 s0 $0 07,280
G PTLW Narrative 2 8 4 14 1 $2,950 $0 50 $2,960
d models _ - 3 10 10 23 04,750 s0 _ so $4,750
•llApplicabons _ 2 1 4 8 $1,380 s0 5o s1,360
},Annotated FIRMS and Floodplain/Fbodway mapping 1 8 4 10 23 03,780 $0 so 03,7
Certified Topographl0 Workmap 1 8 4 10 23 03,760 $0 so $3,780
h Floodway Data Tablaa 1 2 2 6 $1,050 s0 so s1,050
1. Floodway Notice 0.5 2 1 3.6 0740 $0 $0A$4,,"01
. FPA subbmihal,meebng,and comment resolution _ 6 a a 10 32 $5,760 s0 $0
k.FEMA submittal,comment resolutions,and application fee 8 18 9 10 45 WWI!$ 50 $8,000
I. Property DyAw Notiticabon 0.5 2 _ 1 3.5 0740 s0 $0 $
5 Additional Conduit Design 0 so s0 $0a General Plan Sheets 4 12 16 4 36 $5,680 s0 50b Roadway and Geometry Pan Sheets 6 12
24 W 12 114 $16,080 00 $0c.Ooinon of Probable Construction Costs 2 6 12 20 $4,010 s0 $
Subtotal Task 2, 0 125 330 292 168 160 0 1075 0190,660 s0' $14,600 $206,160
Task 3-Construction Phase
0 0 0 0 0 0 0 0 Sl3 $0 00 $0
Subtotal Task 7 0 0 0 0 0 0 0 0 $0.00. $0.00 s0.
Project Totals 0 11 156 342 322 168 1110 8 1155 1207,010.00 $0.00 $15,000.00 $222,010M
Page D-1 of 1