Contract - Halff Associates Inc. - 1/14/2021C L'� N LLIAN
SUPPLEMENTAL C0NT.RA(_7TN()A
'ro ('70NTRACT FOR FN-1C3NEER1N(1V` SIA�N.;`TCES
FIRM: HALTF ASSOCLATES INC7
TX `*'18719
M.)DREI.SS: 1 '00 At i na F, X I
)-,k - "herolen 134:)Illev.ard, But fi_ Suite U,
This, Supplemental Contract No. I to Contract for Engineering Services is made by and betN-veen
I 1;� I I
the Cjt�y of Routid Rock,, TeX as. hereinafter called the ;'City" and Halff Assoc'ates, Inc,
hereinafter called the "Engineer',
WHEREAS, the City and Engineer executed a. Contract !-*(..)r f.'IM.-Y.Irleerina Services., hereinafter
-ning Springs Seg
caffled the -C.ontract", on the 22nd day of'August, 2019 for the
pMje,L,t it, the Zlinot..int of S546,776.54- and
'it has becorne necessary to amend the Contract to modify the provisions for the
scope of services and to 'increase the compensation by $1.1641,846.00 to a total of S2,188,622-54:
N'()NV T-IJEREFORE, premises considered, the City,,and the Engineer agree that said ('01)(Tact
is m-,,ended as follows.
# a S �1
Article ... 1, Jft�t, ,Services and Exhibit (.1tv ..erytces shall be amended as set tbrth ii-i the
Zlttached.Addendum To"I'_N'tilbitA.-
Article 2 Enaineerint2l Services and -Exhibit B. Emn,nge,rtng Services, shall be amended as set
forth in the attached Addendum to Exhibit B. Exhibit C. Work Schedule shall be 1:111nelided as set
tiorth in the attached Addendum to Exhibit C.
Article 4. (�Ompens ation and Exhibit [), 1"ce Schedule shall be amended by iner asing by
e
$1,.641.84600 the Itimp sum amount paN:-,�-Ible under the Contract -for a total of S2,188.6'42'.2.54., as
I
shown bv the attached Addendum to Extilbit D.
. ...... .....
W
IN NVITNESS NX. 111AM.W, the C'itv and the L:ngineer have executed this Supplemental
Contrt acin dUplicate.
Supplenivital Contract
94.1911 �- 00461 '93
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AS�SOC'IATES,'IN-Co
HALI.s.,
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Date.
Sup
le-niental Contract
1 -0 383
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CITY OF' UND ROC.. lK- k PT R .4
Cr31g A0 a n. N, o r Stephai L. Sheets,,. Cilh, Attornev
I'Late
Supplemental Con -tract Rev-,06/ 16
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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:
• Provide a tax exemption form for the purchase of taxable goods and services.
Post and pay for notices in local publications.
• Post and maintain project information on City website as appropriate. Provide
Engineer a project specific email address which citizens can use to direct
inquires.
• Review Engineer's plan and submittals, and cost estimates.
• Criteria or direction for screen fence locations
• Assist the Engineer in obtaining property rights -of -entry for ground surveys and
environmental investigations.
• Support project development with external stakeholders such other agencies and
property owners.
• Assist the Engineer, as needed, in obtaining data and information from the State,
County, and/or other franchise utility companies.
• Coordinate and communicate project items and progress to other city
departments, as appropriate.
ADDENDUM TO EXHIBIT B
Engineering Services
For the scope of services for this contract, the Engineer shall provide professional
services for Final Design and Permitting. Engineer will provide services described in
further detail as follows:
Task 1 -PROJECT MANAGEMENT
1816 Project Administration
• The Project Manager shall communicate with the city project manager.
• Prepare project meeting summaries for applicable meetings during the
project development process.
• Keep records of project correspondence and make such records available
to the city as needed.
1.2. Monthly Progress and Invoice
• Create and submit monthly invoices in required city format.
• Prepare monthly progress reports for submission with the invoices to
provide a written account of the progress made to date on the project
1.3. Sub -consultant Management
• Prepare and execute contracts with sub -consultants, monitor sub -
consultants work, review and approve of sub -consultant invoices.
Task 2 - ROW PARCELS AND ENVIRONMENTAL PERMITTING
261 Right-of-wav (ROM Parcel Preparation Halff will prepare legal descriptions and accompanying parcel exhibits for
ROW and easement acquisition documents, as shown on the revised
schematic dated August 2020:
• Two (2) pedestrian easements on west side near Hairy Man Road (Fern Bluff
MUD)
• One (1) drainage easements on west side near cross culvert (Fern Bluff
MUD)
• Two (2) ROW parcels near Sam Bass Road (dedicate Round Rock property)
• One (1) ROW parcel on the east side near Hairy Man Road (Fern Bluff MUD)
• One (1) ROW parcel on the west side near Tenor Lane (Fern Bluff MUD)
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 1 of 20
The descriptions will be based on our previous boundary surveys. Corner
monuments will be set for new ROW and easement lines. No monuments will
be placed along. existing ROW.
Individual parcel exhibits shall be in pdf format, shall be sealed, signed and
dated by a Registered Professional Land Surveyor
2.2. Traditional ROW Map -
The traditional ROW map includes the performancef on the ground surveys
and preparation of parcel maps, legal descriptions (metes and bounds
descriptions), and ROW maps.
1. PURPOSE
The purpose of a traditional ROW map is to prepare documents suitable
for the acquisition of real property interests and the probable issuance of a
title policy.
2. DEFINITIONS
For purposes of this Contract, the following definitions shall apply:
a. Owner — The most current title holder of record as determined by a
study of the Real Property Records.
b. Parent Tract — A unit or contiguous units of land under one
ownership, comprising a single marketable tract of land consistent
with the principle of highest and best use.
A parent tract may be described by a single instrument or several
instruments. A single parent tract cannot be severed by a public
right-of-way, easement, or separate ownership which destroys unity
of use.
ce Parent Tract Inset — A small line drawing, to an appropriate scale,
of the parent tract perimeter placed upon the right-of-way map in
the proximity of the respective parcel. Parent tract insets are used
in cases where the parent tract cannot be shown to the same scale
as the right-of-way map. Since parent tract insets are used to
identify the limits and location of parent tracts, they must include
public right-of-ways, utility easements and fee strips, and
identifiable water courses which bound the parent tract.
do Point of Beginning (P.O.B.) — A corner of the parcel of land to be
acquired, located on the proposed right-of-way line and being the
beginning terminus of the first course of the property description.
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 2 of 20
e. Point of Commencing (P.O.C.) — A monumented property corner
which can be identified in the Real Property Records and is located
outside the proposed right-of-way corridor. For title purposes, the
point of commencing must be a monumented back corner of the
parent tract. In the event a monumented back corner of the parent
tract cannot be recovered, the nearest identifiable monumented
property corner located outside the proposed right-of-way corridor
may be used.
fe Right -of -Way Maps — A series of 22 inch by 34 inch drawings to
scale depicting the results of relevant elements of records research,
field work, analysis, computation, and map making required to
determine title, delineate areas and boundaries, and locate and
describe utilities and improvements to the extent necessary to
appraise the value and negotiate the acquisition of individual
parcels of private land for a proposed right-of-way project.
3. PROCEDURE
All standards, procedures and equipment used by the Surveyor shall be
such that, at a minimum, the results of the survey shall be in compliance
with the "Precision and Accuracy Requirements" set forth by the latest
Board Rule as promulgated by the Texas Board of Professional Land
Surveying (TBPLS).
a. Right -of -Way Map
The Surveyor shall field locate items such as: property corners,
existing right-of-way markers, improvements, and visible utilities.
The Surveyor shall verify and update the planimetric file as directed
by the City.
The Surveyor shall prepare aright-of-way map for each proposed
right-of-way project. Aright-of-way map must include a title sheet,
an index sheet, a survey control index sheet, a horizontal control
data sheet, and sufficient plan sheets to cover the proposed
project, and other sheets as directed by the City.
Plan sheets must include, but need not be limited to, the following
items of information:
i. Proposed right-of-way lines delineated with appropriate bearings,
distances, and curve data. Curve data must include the radius,
delta angle, arc length, and long chord bearing and distance.
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 3 of 20
as
ii. Existing right-of-way lines delineated with appropriate bearings,
distances, and curve data to the extent necessary to describe the
individual parcels of land to be acquired. Curve data must include
the radius, delta angle, arc length, and long chord bearing and
distance.
iii. The proposed project baseline alignment delineated with
appropriate bearings, distances, and curve data. Curve data
must include the station of the curve, Point of Intersection (PI),
radius, delta angle, arc length, tangent length, long chord bearing.
and distance, and the N and E coordinates of the curve PI. All
alignment PCs, PTs, and even 500 foot stations must b,, labeled
as to station.
iv. Proposed paving lines combined with relevant existing paving
lines must be shown to the extent necessary to compile a
complete picture of proposed traffic movements. Proposed
paving on the final product submitted to the city must be shaded
with a dot pattern or highlighted by some other means acceptable
to the City.
v. Private property lines must be delineated with appropriate
bearings, distances, and curve data to the extent necessary to
describe the individual parcels of land to be acquired. Curve data
shall include the radius, delta angle, arc length, and long chord
bearing and distance.
\A. League lines and survey lines must be shown and identified by
name and abstract number.
\Ai. County lines and city limit lines must be located and identified by
name.
viii. A north arrow must be shown on each sheet, and, if possible,
located in the upper right corner of the sheet.
iK. Monumentation set or found must be shown and described as to
material and size.
x A station and offset must be shown for each PC, PT, and angle
point in the proposed right-of-way lines. Stations and offsets shall
be shown with respect to the proposed centerline alignment.
A. Intersecting and adjoining public right-of-ways must be shown and
identified by name, right-of-way width, and recording data.
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 4 of 20
Railroads must be shown and identified by name,. right-of-way
width, and recording data.
Aii. Utility corridors must be identified as to easement or fee.
Av. Easements and fee strips must be shown and identified by width,
owner, and recording data.
xv. Building lines or set -back lines must be shown and identified.
xvi. Visible improvements located within the proposed right-of-way
corridor or within 50 feet of a proposed right-of-way line must be
shown and identified.
Wi. Structures must be identified as commercial or residential, by
number of stories, and as to type (brick, wood frame, etc.).
xviii. Structures which are severed
must be dimensioned to the
delineate the severed parts.
by a proposed right-of-way line
extent necessary tlllllii��) completely
mac. Parking areas, billboards, and other on -premise signs which are
severed by a proposed right-of-way line must be dimensioned to
the extent necessary to delineate that portion of the parking area,
billboard, or sign which is located within the proposed right-of-way
corridor.
roc. In cases where structures are located outside the proposed right-
of-way corridor and within ten feet of a proposed right-of-way line,
the shortest distance between the structure and the proposed
right-of-way line must be shown.
god. If the structure is an element of the planimetric furnished to the
Surveyor bily the City, the Surveyor may snap to the structure to
determine the shortest distance to the proposed right-of-way line.
However, if the distance is less than three feet, the Surveyor shall
verify the distance in the field.
Jodi. Visible utilities located within the proposed right-of-way corridor or
within 50 feet of a proposed right-of-way line must be shown and
identified.
vdiis Visible location of vents and filler caps of underground fuel
storage tanks situated within the proposed right-of-way corridor or
within 50 feet of the corridor must be determined and shown.
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 5 of 20
)oay. Points of commencing and points of beginning must be shown
and labeled. Points of beginning must be shown with their
respective N and E surface coordinates. As an exception, a point
of commencing will not be required in the case of a total taking
without a remainder.
xxv. Each parcel of land to be acquired must be identified by a parcel
number which shall appear in the ownership tabulation and on the
right-of-way map in the proximity of the respective parcel. If the
Surveyor is unfamiliar with the criteria used by the city to assign
parcel numbers, the Surveyor shall seek the assistance of the city
at the time the abstract map is complete.
xxw. An ownership tabulation must be shown that includes the parcel
number, existing area of the parent tract, lot(s) and block(s)
constituting the parent tract when applicable, owner's name, type
of conveyance, film code, county clerk's file number, taking area,
and remaining area of the parent tract located left and right of the
centerline alignment or both. Types of conveyance, film code and
file numbers refer to conveyances to the city and will be added to
the right-of-way map by the city at a later date. The Surveyor
must provide several blank lines in the tabulation block to facilitate
future map additions.
xxvii. A parent tract inset must be shown for each parent tract which
cannot be shown to scale on the right-of-way map. The use of
broken scale lines must be avoided. When parent tract insets are
used, the point of commencing with the appropriate bearing and
distance to the point of beginning may be shown on the parent
tract inset.
was XXV111116 A note must be included on the title sheet and each map sheet
stating the source of bearings, coordinates, and datum used. The
note must also include the National Geodetic Survey (NGS) or
other basis monument(s) name or identification number, city Plane
Coordinate zone information, EPOCH information, Grid or Surface
values and the Combined Adjustment Factor or Surface Adjustment
Factor.
xxw, Appropriate notes must be included on the title sheet and each
map sheet stating the following:
• Month(s) and year abstracting upon which the map is based.
• Month(s) and year field surveys were conducted upon which
the map is based.
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 6 of 20
4.
5.
• Month and year the map was completed by the Surveyor.
ADHERENCE TO STANDARDS
For purposes of clarity,
as an acquiring agency
standards and formats
facilitate the processes
and condemnation. The
formats to every extent
met.
consistency, and ease of understanding, the City,
of private property for public use, has adopted
for aright-of-way map which have proven to
of negotiation, appraisal, relocation assistance,
Surveyor shall adhere to these standards and
possible to ensure that the needs of the city are
GENERAL SPECIFICATIONS
For purposes of this Contract, the following general specifications for a
right-of-way map apply:
a. Completed right-of-way maps must be submitted to the city in both
Microstation CADD files and Adobe PDF format that conform to
producing a final print or plot which is 22 inches by 34 inches in
size with a 21 inch by 32 inch printed border positioned '/2 inch from
the top, bottom, and right edge of the sheet.
b. Right-of-way maps must be drawn to a scale of 1 inch = 50 feet.
An appropriate scale other than 1 inch = 50 feet may be used on
some proposed right-of-way projects with prior approval by the City.
ce The smallest size lettering acceptable on a right-of-way map shall
be 1/10 of one inch (Leroy #100) because right-of-way maps are
reduced in size by one-half for archiving purposes. Aright-of-way
map which contains any lettering smaller than 1/10 of one inch will
not be accepted by the City.
do Parcel plats must be drawn to a preferred scale of 1 inch = 50 feet.
An appropriate scale other than 1 inch = 50 feet may be used on
some proposed right-of-way projects with prior approval by the City.
In the case of a very large parcel which would be difficult to show
with clarity on a single 8'/z inch by 11 inch sheet, the Surveyor shall
use multiple 8'/2 inch by 11 inch sheets with matching lines.
e. The smallest size lettering acceptable on a parcel plat shall be 0.06
of an inch (Leroy #60).
fe Property descriptions shall be submitted on 8 '/2 inch by 11 inch
bond paper.
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 7 of 20
go The Surveyor shall obtain city approval prior to using a paper
product not previously approved by the City.
6. GENERAL REQUIREMENTS
For purposes of this Contract, the following general requirements shall
apply:
a. Copies of instruments of record submitted to the city must be
indexed by parcel number.
b. Coordinates appearing on right-of-way maps, on parcel plats, and
in property descriptions must be surface coordinates based on the
Texas Coordinate System. The appropriate combined adjustment
factors (sea level factor multiplied by the scale factor) for each zone
of the coordinate system, which have been developed by the City,
must be noted.
In order to obtain surface coordinates, the Surveyor shall multiply
grid coordinates by the appropriate combined adjustment factor for
each zone, as provided by the city (The Grid coordinates multiplied
by the combined adjustment factor = surface coordinates).
ce Line and curve tables may be used when necessary.
do The number of centerline alignment stations to be shown on a
single plan sheet are restricted to the extent necessary to allow
approximately four inches between match lines and sheet borders
for future details and notes.
e. A minimum four inch by four inch space shall be reserved at the
bottom right corner of each map sheet for future revision notes.
f. Based on the discretion and direction of the City, a 5/8 inch Iron
Rod (or other appropriate monument) may be set on the proposed
right-of-way line, and may be replaced at a later date with the City's
right-of-way marker.
When the 5/8" iron rod with is set for PCs, PTs, Pls, and 1500 foot
stations, the double asterisk symbol (**) must be shown on the map
sheets and written into and shown in the property description and
must be accompanied by the following note:
**The monument described and set may be replaced with the City's
right-of-way marker upon the completion of the construction project,
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 8 of 20
under the supervision of a RPLS, either employed or retained by
the City.
DELIVERABLES
The Surveyors shall prepare and submit the following:
• A Right -of -Way map for the project limits under cover of Title Sheet, Index
Sheet, Control Data Sheet, and Exhibits of the property descriptions and
parcel plats.
• Documentation stating that the appropriate monuments were set on the
proposed right-of-way lines at intersecting property lines, and at all PCs,
PTs angle points, intersecting right-of-way lines of side streets, and at
1,500 foot stations.
• Documentation stating that the appropriate monuments were set on the
existing right-of-way lines in areas of no acquisition at all PCs, PTs angle
points, and 1,500 foot stations, and as directed by the City.
• The SurveyorsIreport, outlining the approach, reasons or basis for the
existing right-of-way determination, and conclusions made.
• A copy of the Cit 's right-of-way Map check Iist, signed bY the Surveyor.
2.3. USACE Pre -Construction Notification (PCN) and coordi-nation—
A pre -application meeting with the United States Army Corps of Engineers
(USAGE) confirmed that Pre -Construction Notification (PCN) under NWP 14
— Linear Transportation would be necessary. The PCN is required to
evaluate impacts pursuant to General Condition 18 —Endangered Species
and General Condition 20 — Historic Resources of the NWP program.
Consultant proposes to prepare the NWP PCN documentation which
includes the following:
• Name, address and telephone numbers of the prospective permiftee;
• Location of the proposed project;
• A description of the proposed project; the project's purpose; direct and
indirect adverse environmental effects the project would cause, including
the anticipated amount of loss of water of the United States expected to
result from the NWP activity, in acres, linear feet, or other appropriate
unit of measure;
• Preparation of exhibits demonstrating work in Waters of the United
States (WOTUS)
• A description and/or exhibits demonstrating avoidance/minimization
measures and construction Best Management Practices (BMPs)
• Delineation of waters of the US (prepared under original Agreement);
• Compensatory mitigation plan, if needed (not anticipated per impacts
a afrom preliminary design and pre-applicatIN ion discussion with the USAGE);
• Threatened and endangered species Biological Assessment (See 2.3);
• Cultural resources assessment (prepared under original Agreement).
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 9 of 20
In addition to the PCN application documentation identified above,
Consultant will facilitate interagency review pursuant to General Conditions
18 and 20 of the NWP Program including:
• Informal Section 7 Consultation with the United States Fish and Wildlife
Service (USFWS); and
• USACE Regulatory Archeological review pursuant to Section 106 of the
National Historic Preservation Act (NHPA),
• It is anticipated that the interagency review process will include a pre -
submittal conference call with the USACE and USFWS to review the
PCN package for completeness prior to submitting, and up to three
comment resolution conference calls.
2.4. Biological Assessment (BA), —
• Engineer shall prepare and coordinate the submittal of the BA in
accordance with USACE guidance and described in more detail in the
following (services to be provided by subconsultant SWCA):
• Endangered Species Act (ESA) compliance in support of a pre -
construction notification (PCN) to the U.S. Army Corps of Engineers
(USAGE) Fort Worth District. There are two proposed waters of the
U.S. (WOTUS) crossings within the project right-of-way: Brushy Creek
(a perennial stream) and Dry Fork Creek (an open water impoundment
on an intermittent stream). There are two roadway alternatives
proposed for the crossing at Dry Fork Creek: a three -span bridge with
drilled pier foundations (Option 1), and a floorless arch culvert with
spread footings (Option 2). At Brushy Creek, a bridge span is proposed
for the road crossing. No permanent impacts are anticipated from
construction of the bridge span. For the two WOTUS crossings,
authorization under Nationwide Permit 14 (Linear Transportation
Projects) is proposed. The Project crosses designated subsurface
critical habitat for the Jollyville Plateau Salamander (Eurycea
tonkawae) at Dry Fork Creek. Therefore, SWCA is to prepare a
Biological Assessment (BA) to assess the effects of the Project on the
Jollyville Plateau Salamander, as well as protected species known to
occur in the Project action area. The BA would be drafted to support
informal Section 7 consultation with the U.S. Fish and Wildlife Service
(USFWS) via the USAGE Fort Worth District as the lead federal
agency.
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 10 of 20
BIOLOGICAL ASSESSMENT
• Recently, the USACE Fort Worth District Regulatory Division provided
SWCA with draft BA guidance, which included required elements for a
BA. SWCA will use the guidance to develop an outline and draft the
components of the BA before submitting to the USACE. The USACE
also suggests that the applicant incorporate additional resources
provided by the appropriate USFWS office for guidance on the
development of BAs. In addition, SWCA senior wildlife biologists that
holds a USFWS Section 10(A)(1)(A) Permit will be conducting a one -
day site visit to assess and map potential Jollyville Plateau salamander
and golden-cheeked warbler habitat within the Action Area for the BA.
The following components are a comprehensive list of information
required by the USACE for the development of the BA as quoted by
the draft BA guidance provided by the USACE:
1. Introduction
a. State the purpose of document (e.g., to assess the
effects of the proposed action on federally protected
resources).
b. Briefly specify the proposed action. If applicable, include
both the Federal action (e.g., issuance of Nationwide
Permit 14) and the applicant's action (e.g., roadway
construction).
2. Project Description
a. Subdivide proposed action into project elements (e.g.,
construction, operation, and maintenance), if applicable.
b. Describe the where, when, and how for each Project
element.
c. Include a map delineating the location of each Project
element.
d. Identify any conservation measures that will be
incorporated into the Project design.
3. Action Area
a. Delineate the geographic area that will be affected(ie.,
the area where the physical, chemical, and biotic effects
will occur).
b. Delineate the specific areas that will affected by each of
the Project elements.
C. Identify any ongoing activities that may be affecting the
species or habitat.
4. Species/Critical Habitat Considered
a. Identify the species or critical habitat that "may be
present. "
b. Document how you identify these listed resources.
c. Describe the current population and habitat conditions
(status and trend, if known) in the action area for each
protected resource that " may be present. "
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 11 of 20
5. Effects Analysis
a. For each species or critical habitat parcel, explain how it
will or will not be exposed to the Project elements; be
sure to consider effects to all life stages.
b. Describe the anticipated response (e.g., none,
abandoned the area, decrease foraging success,
reduced fecundity, injury, death, etc.) from any likely
exposure.
c. Cumulative Effects Analysis (for actions that are likely to
adversely affect listed resources). Identify any future
state or private activities, not involving Federal activities
that are reasonably certain to occur within the action
area. Describe how such activities will affect listed
resources within the action area.
6. Conclusion and Determination of Effects for each protected
resource
a. For each protected resource, make a Section 7
determination and include your rationale.
ASSUMPTIONS
• The USACE, as the lead federal agency, will coordinate with the
USFWS. Other than initial contact with the USFWS regarding agency -
specific recommendations (e.g., Action Area) for the BA, SWCA will
not have contact with the USFWS regarding the Project.
• The cost below is based on the required components provided in the
USACE draft BA guidance. If the USFWS requires or recommends
items for the BA that differ greatly than the USACE guidance, a change
order may be required.
• SWCA will provide draft and final copies of the BA (in electronic
format) to Halff Associates, Inc. for one round of review prior to agency
submission.
• SWCA will respond to up to three rounds of comments from the
USACE with the assumption these comments will be include any
comments from the USFWS.
SWCA will work with Halff Associates, Inc., USACE and USFWS to
identify appropriate and practicable conservation measures to
minimize incidental take of federally listed species.
• SWCA will use a recent USACE-provided BA outline and guidelines to
develop the BA and will incorporate any suggested additions that may
be provided by the USFWS regarding the development of the BA
Task 3 -Plans, Specifications, and Estimates (PS&E)
3.1. Alignment Refinement -Engineer shall prepare an update the schematic
alignment to minimize impacts to large trees and parallel water utilities.
Exhibit B
Wyoming Springs Segment 1 - Final Design and Permitting
Page 12 of 20
3.2. 60% PS&EI — Engineer shall prepare and submit 60% PS&E including:
• Title and Index Sheet
• Quantity Summary Sheets
• Typical Sections
• Survey Control Sheet
• Removal Sheets
• Paving Plan and Profiles Sheets
• Retaining Wall Layouts per item 3.7 below
• Bridge Drawings per item 3.8 below
• Runoff Calculation Sheets
Storm Sewer Plan and Profile Sheets
Storm Sewer and Inlet Calculation Sheets
0 SW3P Cover Sheet and Erosion and Sedimentation Control Sheets
• Tree Protection Plan Sheets
• Landscape Planning and Irrigation Layout Sheets
• Water and Wastewater adjustment (provide utility sheets showing
manholes and valves proposed to be raised/adjusted to grade)
• Roadway Illumination and Conduit Sheets
Signing and Striping Sheets
• Signal Layout and Elevation Sheets
• Traffic Control Plans
• Project Specific Detail Sheets
• Roadway Cross Section Sheets (50 ft spacing)
• Preparation of updated OPCC
3838 90% PS&EI —Engineer shall prepare and submit 90% PS&E including
• Updated 90% with comments addressed from 60% review
• Bid Form and Specifications for inclusion in Project Manual (front-end
contract documents to be provided by the city)
• Preparation of updated OPCC
3-4. 100% PS&E —Engineer shall Prepare and submit 100% PS&E signed and
sealed by Professional Engineers licensed in the State of Texas including
• Final plans with comments addressed from 90% review
FiBid Form and Specifications inaln Project Manual
• Final updated OPCC
3.5. CLOMR— Engineer will provide hydraulic analysis and report required for a
Conditional Letter of Map Revision (CLOMR) and submittal to FEMA,
• Conditional Letter of Map Revision (CLOMR) Submittal
■ Prepare CLOMR submittal package for Brushy Creek and Dry Fork
Tributary for the 10-year, 50-year, 100-year, 500-year, and Ultimate
100-year frequency storm events based on the Upper Brushy Creek
FEMA models provided by the City. These models are the best
available data at this time.
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 13 of 20
■ Prepare effective, corrected effective, pre -project, and post project
hydrology and hydraulic models, and run cHECk-RAS for all HEC-RAS
models.
■ Prepare exhibits and tables showing floodplain tie-in points upstream
and downstream of the proposed project.
■ Update hydrology, flood profiles, and floodway data tables in the FIS
as needed.
■ Prepare MT-2 FEMA forms for CLOMR submittal to City and FEMA.
■ Environmental Assessment to be provided by Halff Public Works for
inclusion with the CLOMR submittal.
■ Final proposed plans to be provided by Halff Public Works for inclusion
with the CLOMR submittal.
■ Submit CLOMR to City Floodplain Administrator for review and
approval. This scope assumes one (1) meeting with the City Floodplain
Administrator.
■ Submit CLOMR to FEMA for review and approval. A FEMA review fee
is required upon submittal to FEMA and will be submitted on HaIfFs
invoice as a pass -through expense to be paid by the City.
■ Coordinate up to two (2) iterations with FEMA reviewers.
3.6. Bridge Scour Analysis and Final Drainage Report Update —Engineer will
perform a scour analysis of both bridge crossings and show scour envelopes
in the plans
• Perform a scour evaluation for each proposed bridge structure over
Brushy Creek and Dry Fork.
• Prepare scour evaluation for 60% and 90% bridge plans.
• Provide bridge engineer the potential scour depths, envelope and
recommended countermeasures, if needed.
• The schematic level drainage report will be updated with the final bridge
configuration via simple revision/addendum.
3.7. Retaining Wall — Engineer will provide structural design and wall layouts:
• MSE Retaining Walls (4 Abutment Locations, 1 � Sta 125+00 to 130+00)
i. Wall Layout
a. Develop Wall Layout Sheets (1" = 40' Scale) (60%, 90%,
100%)
b. Develop Wall Typical Section Sheets (60%, 90%, 100%)
c. Develop Wall Boring Log Sheets (60%, 90%, 100%)
i'l. Wall Detail Summary
a. Develop Wall Quantities, Estimates, and Summary Sheets
(60% 90% 100%)
iii. Wall Details
a. Develop RW(MSE)(DD) Design Data (90%, 100%)
b. Develop Aesthetic Details Sheets (Precast Panels) (90%,
100%)
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 14 of 20
c. Develop sheet list & identify wall standards
3.8. Bridge Design -Engineer will provide structural design utilizing standard
TxDOT beam types and will include attachments for precast aesthetic panels
with stone facades with pattern and color to be selected bY the city from
options provided by the design team.
• Hairy Man Road/Brush Creek Bridges (2 Bridges)
i. Bridge Layout
a Develop NB & SB Bridge Layout Sheets (30%, 60%, 90%,
100%)
la Develop NB & SB Typical Section Sheets (30%,60%,90%,
100%)
(60Y(o,90c Develop NB&SB Boring Log Sheets %,%)
ii. Bridge Detail Summary
a Develop NB & SB Bridge Quantities, Estimates, and
Summary Sheets (60%, 90%, 100%)
iii. Bridge Structural Details
a Develop NB & SB Abutment Details Sheets (60%,90%,
100%)
tx Develop NB & SB Bent Details Sheets (60%, 900Y(ol100%)
a Develop NB & SB Framing Plan Sheets (60%, 90%, 100%)
d Develop NB & SB Slab Plan & Sections Sheets (60%, 90%9
100%)
e Develop NB & SB Beam Design Data Sheets (60% 90%,
100%)
f Develop Aesthetic Details Sheets (Precast Panels) (60%,
90%,100%)
g Perform structural design of bridge elements
ft Develop sheet list & identify bridge standards
• Dry Fork Creek Bridges (2 Bridges)
i. Bridge Layout
a Develop NB & SB Bridge Layout Sheets (30%,60%,90%,
100%)
b. Develop NB & SB Typical Section Sheets (30%, 60%, 90%9
100%)
a Develop NB & SB Boring Log Sheets (60% 90% 100%)
ii. Bridge Detail Summary
a Develop NB & SB Bridge Quantities, Estimates, and
Summary Sheets (60%, 90%, 100%)
iii. Bridge Structural Details
a Develop NB & SB Abutment Details Sheets (60%, 90%1
100%)
b. Develop NB & SB Bent Details Sheets (60% 90%9 100%)
a Develop NB & SB Framing Plan Sheets (60%, 90% 100%)
Exhibit B
Wyoming Springs Segment 1 —Final Design and Permitting
Page 15 of 20
d Develop NB & SB Slab Plan & Sections Sheets (60%,90%,
100%)
e Develop NB & SB Beam Design Data Sheets (60%,90%,
100%)
f. Develop Aesthetic Details Sheets (Precast Panels) (60%,
90% 100%)
g Perform structural design of bridge elements
ft Develop sheet list & identify bridge standards
3-9. Future Water Corridor Planning —Engineer will identify a potential feasible
alignment within the corridor to accommodate a future 42" City water main
and provide sleeves in the plans below the proposed roadway paving, as
deemed appropriate by city utility staff.
3.10. Signal Modifications Design — Engineer to provide design of signal
modifications at Creek Bend and Sam Bass Road intersections in accordance
with the attached proposal from BGE
• The Engineer shall design plans for the demolition and removal or
retrofitting of existing traffic signal hardware. Traffic signal design elements
shall include elements identified as necessary including signal poles, mast
arms, signal heads, signage, vehicle detection systems, wiring details,
conduits, ground boxes, integrated communication, illumination, illuminated
signage, and pedestrian crossing elements. Pedestrian design elements
shall be in accordance with the Texas Accessibility Standards (TAS) and
Public Right -Of -Way Access Guidelines (PROWAG) and shall be activated
push buttons, countdowns signal heads, and auditory warnings.
• Design of elements shall be in conformance with the City of Round Rock
design guidelines, Texas Manual on Uniform Tragic Control Device
(TMUTCD), and TxDOT design guidelines, in that order of preference.
Engineer shall identify standards and specifications for all design elements,
when applicable. Itemized calculations of quantity of materials and
services shall be performed to assist in bidding and letting. From these
quantities, the sub -consultant shall calculate an Opinion of Probable Cost.
The Plan Set shall include the following:
- Existing traffic signals (plan), survey to be provided by the Prime
- Existing traffic signals (elevations)
- Demolition of existing elements
- Proposed traffic signals (plan), including:
o Poles, mast arms, luminaires
o Illuminated street name signs and regulatory signage
o Vehicle detection, communication
o Conduits, wiring, and ground boxes
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 16 of 20
o Pedestrian pushbuttons, signal heads, and associated accessibility
items
- Proposed traffic signals (elevations)
- Summary of signal wiring
- Tragic Control Plans (traffic signals only)
- Standard details
- Quantity construction cost estimates
Traffic Control Plan, Temporary Signal Design
• Preparation of Traffic Control Plans (TCP) to the extent of installation or
alteration of temporary traffic signals. The complexity and design of these
temporary signals to meet the complexity as desired by the Client, e.g.
temporary illumination, vehicle actuation, etc. Such temporary signal
design shall be made in accordance with considerations of constructability
and shall naturally flow from the existing conditions, to construction, and to
the final permanent condition. A maximum of there (3) sets of temporary
traffic signal design phases is anticipated for each intersection
3.11. Landscaping —Engineer shall provide tree planting and irrigation plans to
provide street trees (approximately 200 trees based on the schematic) and
landscaping of the medians (similar to Creek Bend Blvd, east of Wyoming
Springs)
3.12. Water Pollution Abatement Plan (WPA Engineer shall provide
calculations and design of water quality treatment devices for a WPAP and
submit to TCEQ along with application fee
3.13. RAS Review - Accessibility Review by a RAS at 60% and RAS review / TDLR
project registration (final inspection is excluded, will be added during
construction phase)
3.14. Field Survey —Selective supplemental survey of Hairyman subdivision culvert
flowlines and adjacent channel grading downstream of the proposed
Wyoming Springs culvert crossing and supplemental survey of the Brushy
Creek Regional trail where the proposed trail connection will tie in.
3.15. Screen Fence — coordinate location of screen fence and specifications with
city staff for a pre-engineered product such as Ecostrong system. Design of
structural supports or foundations are excluded (to be provided by supplier as
part of bid price for construction).
3.16. Omen House —Conduct and provide project graphics in support of one (1)
open house near the project location (or virtually / on-line). Outreach will be to
the HOAs affected and mailouts or emails to those citizens who provided
contact information at the first public meeting. Consultant will handle the
mailouts as well as responses to comments. Consultant will provide four (4)
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 17 of 20
presentation boards:
• Project purpose, timeline, and cost estimate
• Updated schematic layout with tree preservation/removals shown
• A com P uter-ge ne rated rendering of the cross section of the Brushy
Creek Bridge with three (3) aesthetic options (different form liner
patterns and/or colors) for comment from citizens and city staff.
• Environmental summary board
3.17. Noise study - Conduct a traffic noise analysis along the proposed, new
location, Wyoming Springs Drive roadway project corridor as follows:
i. Identify noise sensitive adjacent land use development and
representative receivers that might be impacted by roadway traffic
noise.
ii. Establish existing conditions noise levels for representative
receivers by capturing in the field ambient noise levels at no more
than 25 individual sites along the project corridor.
iiin Determine predicted conditions (20 years after project completion)
noise levels for representative receivers by performing computer
modeling. The modeling will be accomplished with FHWA-approved
Traffic Noise Model (TNM) software program.
iv. Evaluate abatement benefits for potential concrete traffic noise
barriers (6 and 8 feet in height) along the ROW adjacent to
representative receivers.
ve Calculate 66 dB(A) (impact threshold for residential sites) and 71
dB(A) (impact threshold for other types of noise sensitive sites)
noise impact contours to inform the Client where future potential
noise impacts may occur along the proposed Wyoming Springs
Drive.
ASSUMPTIONS
• Client will provide any available traffic data for other segments of
Wyoming Springs.
• Client will secure access to the project corridor to capture field noise
readings.
• Public involvement or traffic noise workshops are excluded from this
scope of work.
Task 4 -Utility Coord"ination
481 Utility conflict analysis - Engineer to review the design elements against the
SUE information collected in the schematic phase and provide a utility conflict
matrix to track and resolve conflicts either through design revisions or
relocation of the conflicting utility
462 Utility coordination - Engineer shall participate in city utility coordination
meetings and perform the following:
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 18 of 20
• Develop a contact list of the affected utility owners in the corridor
• Provide a written project notification letter and corresponding schematic
layout to all utility owners in the project corridor
• Request and obtain as -built utility plans
• Prepare roll plots indicating researched utility locations (based on existing
utility information provided) overlaid on design layouts
• Contact each utility company to review and confirm their existing facilities
are depicted correctly in the schematic
• Identify existing utility easements and utilities that could be affected by the
proposed construction
403 Franchise utility plan review — Engineer will coordinate with all utilities in the
corridor and review relocation plans provided by utilities to ensure conflicts
have been resolved and assignments followed.
404 Reimbursement Agreements —Engineer shall review agreements and
reimbursement calculations (four agreements are anticipated and budgeted)
Task 5 — Bid Phase Services
461 Bid Phase — Engineer to provide bid phase services to the city for
advertisement in an electronic format, such as Civcast. Services include:
• Prepare Bid notice for advertisement and publish twice in local paper
• Attend and present at pre -bid meeting at the city
• Provide answers to bidder questions and prepare addendums
• Prepare bid tabulation and recommend award to lowest responsive bidder
EXHIBIT B OVERALL SUMMARY OF DELIVERABLES:
• PCN submittal to USACE and obtain authorization/concurrence
• Schematic update and 60, 90, and 100% PS&E submittals
• CLOMR and submit with fee and obtain FEMA concurrence
• Draft and Final Scour Evaluation (60% and 90% milestone delivery, respectively)
• ROW parcels legal descriptions, sketches, and ROW strip map
• WPAP application submittal with fee and obtain approval from TCEQ
• Utility Conflict Matrix and clearance of all utility conflicts
• TDLR Registration, fee, and compliance with Texas Accessibility Standards,
Services Excluded from this Scope of Services:
• Construction Phase Services
• City development permitting
• Design of Franchise utilities
• Preparation/submittal of a Stormwater Pollution Prevention Plan (SWPPP)
Exhibit B
Wyoming Springs Segment 1 -Final Design and Permitting
Page 19 of 20
• Property appraisals, negotiations or acquisitions
• Letter of Map Revision (LOMR) preparation and submittal to FEMA, which will be
scoped with the construction phase services
• Design of noise abatement (screen walls are included per item 3.15)
• Staking of the proposed rights of way or proposed improvements
• Design of storm water detention to reduce the quantity/volume runoff (storm
water quality treatment is included)
• TxDOT permits, review, or approvals (based on FM 3406 being removed from
the State system)
The Engineer will perform the services to be provided under this agreement out of
Engineer's office(s) as listed below:
Office Location
Halff Associates, Inc.
9500 Amberglen
Building F, Suite
Austin, TX 78729
Sub -Consultants:
Aguirre& Fields, LP
BGE Inc.
SWCA
Blvd
125
Exhibit B
Wyoming Springs Segment 1 — Final Design and Permitting
Page 20 of 20
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
WYOMING SPRINGS PROJECT DEVELOPMENT
CITY OF ROUND ROCK
PROJECT: WYOMING SPRINGS EXTENSION
ADDENDUM TO EXHIBIT D
Fee Schedule
Fees to be billed on a lump sum basis monthly as a percentage of work
completed to date.
TASK 1 — Project Administration
TASK 2 — ROW Parcels Preparation
and Environmental Services
TASK 3 — PS&E
Task 3.9 — Water Corridor Planning
Task 3.15 — Screen Fence
TASK 4 — Utility Coordination
TASK 5 — Bid Phase Services
TOTAL FEE
$ 86,140800
$ 107960800
$1,330,384800
$ 19956600
$ 15,942600
$ 66356800
$ 15108600
$ 19641,846 a 00
ICATE t�� lN.-RESTED RAii�'�'I
FORM 5
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CERTIFICATE OF INTERESTED PARTIES FORM 1295
1of2
Complete Nos, 1 4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos, 1, 2, 39 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. 2020-701624
Halff Associates, 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 12/28/2020
being filed.
Wyoming Springs Segment 1 SC#1 Date Acknowledged:
01/05/2021
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.
000000
Wyoming Springs Segment 1 Project
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
Intermediary
Ratzman ,Eric
Austin, TX United States
X
Bertram, Shawn
Austin, TX United States
X
Zapalac, Russell
Austin, TX United States
X
Tanksley ,Dan
Richardson, TX United States
X
Sagel , Joseph
Richardson, TX United States
X
Murray , Menton
McAllen, TX United States
X
Moya ,Mike
Austin, TX United States
X
Miller , Steve
Austin, TX United States
X
Llewellyn Sr., Mark
Tallahassee, FL United States
X
Jackson ,Todd
Richardson, TX United States
X
Kunz, Pat
Richardson, TX United States
X
Ickert, Andrew
Fort Worth, TX United States
X
Edwards, Mark
Richardson, TX United States
X
Baker, Jessica
Richardson, TX United States
X
Bargainer, PE, Tim
Austin, T X United States
X
Forms provided by Texas Ethics Commission www,ethicsstate,tx,us Version Vl,lcd34673b
CERTIFICATE OF INTERESTED PARTIES FORM 1295
2of2
Complete Nos. l - 4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos, 1, 29 39 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. 2020m701624
Halff Associates, 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 12/28/2020
being filed.
Wyoming Springs Segment 1 SC#1 Date Acknowledged:
01/05/2021
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.
000000
Wyoming Springs Segment 1 Project
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
Intermediary
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 , 204�_
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www,ethics.statetx,us version V1.1.Ca34b1;3b