R-2023-325 - 10/12/2023 RESOLUTION NO. R-2023-325
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with K Friese + Associates, LLC for the Greenlawn Boulevard Widening — SH
45 to IH 35 Project, and
WHEREAS, K Friese + Associates, LLC has submitted Supplemental Contract No. 2 to the
Contract to modify the provisions for the scope of services and to increase the compensation, and
WHEREAS, the City Council desires to enter into said Supplemental Contract No. 2 with K
Friese +Associates, LLC, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK,TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental
Contract No. 2 to the Contract with K Friese + Associates, LLC, a copy of same being attached hereto
as Exhibit"A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 12th day of October, 2023.
4 A
CRAIG OR , Mayor
City of Round ock, Texas
ATTEST:
MEAGAN S KS, fity Clerk
0112.20223;4863-2807-2835
EXHIBIT
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 Widenine—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 11-135 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.
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
002
w"d M Th-M.Owen.P
Thomas M. Owens, P.E.A SUS,E'�nONnew.can,O.K E.E'
Aee00✓N,Inc',CYM'Tlmre M.Owen,P.E'
By, 0 Y:MR01.1I 15.53.5405W
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:
Craig Morgan, Mayor Stephanie L. Sandre, City Attorney
Date
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 of4
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
LoctiNew
ROUND ROCK I ERAS
10 Task Name !Duration :Start Finish Predecessors 3rd Quarter 4th Quarte,','!!II 1st Quarter 2nd Quarte 3rd Quarter 4th Quarter 1st Quarter)2nd Quarte 3rd Quarter
4th Quarter 1st Quarter 2nd Quarte!3rd Quart
Jul Aug,Sep,Oct NoJDecfJan1FebMarAprMayJun Jul AugSepOct Noy Dec!Jan Feb3MarAprMaylun Jul AugSepiOctNoyDec!JanFebMarAprMaylun�Jul Aug
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 S20 days Mon 7/11/22 Fri 7/S/24
4 Environmental Documentation 60 days Mon 7/11/22 Fri 9/30/22 ISS-5 days
5 ROW Survey 30 days Mon 7/11/22 Fri 8/19/22 1SS-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 10/14/22 155-5 days 0111111111117
9 60%QA/QC 10 days Mon 10/17/22Fri 10/28/22 8
10 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
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 150 days Tue 11/21/23 Mon 6/17/24 16
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
211 100%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
Task arrliYi Project Summary 1 1 Inactive Milestone Manual Summary Rollup Deadline i
Date:Mon 7/31/23 Split External Tasks Inactive Summary l 0 Manual Summary ��7 Progress
SWA rl2 Milestone ♦ External Milestone Manual Task Start-only C Manual Progress
Summary 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
FEE SCHEDULE
ROUND ROCK
11 LOCMNER
Billing Rate $ 250,001 S 250.00 1 S 215.001$ 185.00 1 $ 105.00 1$ 105.00 $ 90.00
Sr Project Senior Project Sr.CADD Project Total Suts
Principal Manager Engineer Engineer E3T Technician Administrator Labor Total Labor Consultant Expenses Total
Task Hours Hours Hours Hours Hours Hours Hours Hours Cost Cost Cost cwt
Task 1-Project Management
1 Project Management/Administration 20 14 8 42 $8,310 10 $ $8,31
2- Project Meetn s&Status Reports(2 Meetings) 10 12 16 1 38 $8,040 $0 $5 $B,
Subtotal Task 1 0 30 12 30 0 0 8 N $16,360, $0 $500 1
Task 2-Final Design _
1JbDatention
Detention Analysis - 2 12 20 18 50 $8,480 $0 SO $8,480
IsTechnical Memorandum and Table_Summenes 1 4 12 4 _ 21 $3,750 s0 $0 _ $3,750
2Construction Plans _ _ _ 2 2 8 20 4 36 $1,930 $0 $0 _ $4,930
Detention Grsdnq Plan Sheet - 4 4 12 20 4 44 $8,800 $0 $0 $6,
Plan Cross Section Sheets4 4 12 16 a 44 $8,800 so $o _$8,ew
Detention Plan Detail Sheets 4 4 12 18 B 44 $8,800 s0 $0 $8,3CLOMR Application 0 s0 s0 $0 $0
e.FEMA Pro-application miss" 4 8 8 18 $3,830 s0 $0 $3,iW
b Hydraulic and Hydrologic modeling 10 32 28 70 $14,580 $0 SO _ $14,560
C.Project Narrative 4 16 8 28 $5,920 $0 _ SO _ $5,920
d.Floodway models _ 6 20 20 _ 46 $9,500 $0 $0 $9,
_ e.M_T-2 Applications 4 a 12 - $2,720 s0 s $2.720
f. Annotated FIRMS anti Floodpletn/Flootlwa me pi 2 18 6 20 46 $7,520 s0 Sol $7,5201
g.Certified Topographic Workmap 2 18 8 20 48 $7,520 50 $7,5201
h Fbotlway Data Tables 2 4 4 _ 10 $2,100 $0 $2.1001
I. Floodway Notice 1 4 2 7 $1,480 $0 $1,490
. FPA subbmittal,mestinq,end comment resolution 12 10 18 20 84 $11,500 $0 $11,
k FEMA submktel,comment resolutionsan4appocation fee 18 38 18 20 _ 90 $17,170 s0 $8 $23,87
:1 Property Owner Notification - 1 4 2 7 _$1,480 s0 $1,480
4 LOMR Application 0 SO s0 s0
a.FEMA Pre-application meftV 2 4 3 9 $1,915 $0 $1,915
liHydraulic and Hydrologic Modeling 6 18 14 35 $7,280 s0 $74280
a Project Narrative _ 2 8 4 14 _$2,980 s0 $2,960
d Floodway models _ 3 10 10 23 _ $4,750 s0 $ $1,750
a MT-2 Applications 2 4 8 _ $1,380 s0 $ $1,360
f.Annotated FIRMS and Floodplain/Fltiodaay mapping _ 1 8 4 10 23 $3,780 $0 so $3,760
Certified Topographic Workmap 1 8 4 10 23 $3,780 s0 So $3,760
h FloodwilyDataTables 1 2 2 5 $1,060 $0 so $1,060
- - - - -
I. Fbodx! Nobce 0.5 2 1 r3.
$740 s0 $0 $740
. FPA subbnkltal,meeting,and comment resolution _ 6 a B 10 $5,750 s0 $0 $5.750
k FEMA aWmMai.comment rssomions,and application fee 8 18 9 10 $8,585 $0 $8,000 __$18,
L OunerNotrficatbn_ _ _ 0.5 2 1 $740 $0 $o $75 AddltionW Conduit Design s0 s0 $o
OanerslPlan Sheets 4 12 18 4 $5,880 s0 so S5,b Rosdwayand Geometry Plan Sheets __ _ 6 12 24 80 ' 12 $16,080 s0 $o
$18,c.Opinion or Probable ConsWction Costs 2 6 12 $4 010 so SO $4,01
Subtotal Task! 0 125 330 292 lea 160 0 1075 $190,660 $0 $14,500 $206,160
Teak 3-Construction Phase '
0 0 0 0 0 0 0 0 $0 $0 $o $0
Subtotal Task J 0 0 0 0 0 0 0 D $0.00 1 $0.00 f0.00 $0
Project Totals 0 166 342 322 168 160 8 1166 $207,010.00 $0.00 $15,000.00 $222,010.00
Page D-1 of 1
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