Contract - HDR Engineering - 2/10/2022 STATE OFTEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CON'rRACTNO. I
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: HDR ENGINEERING, INC. ("Engincer")
ADDRESS: 710 Hesters Crossing, Suite 150L,.Round Rock,TX 78681
PROJECT: CR 112 from CR 1.17 to CR 110
This Supplemental Contract No. I to Contract For Elilgineering Services is made by and between
the City of' Round Rock, Texas, hereinaller called the "City" and FIDR Engineering, Inc.„
hereinafter cal led the "Engineer".
WHEREAS, the City and Engineer executed a Contract For Engineering Services, hereinafter
called the "Contract,", on the 9th day of'JanUary, 2020 for the CR 112 1rom CR H 7 to CR 110
P1-0JCCt ill the anIOUnt o1'$468,491.63; 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 $641,626,89 to a total of$Ij 10,11 8.52,
NOW THEREFORE, premises, considered, the City and the F"rigineer agree that said Contract
is amended as lollo),vs:
1.
Article 1, City Services and Exhibit A, City Services shall be amended as set forth in the
attached Addendum I I q F."x I i i b i t A.
IL
Article 2, Engineering Services and Fxhibit B. 1"jigineering 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 Addendt.1111 to Exhibit C.
HL
,article 4, Compensation and Exhibit D. Fee Schedule shall be amended by increasing by
$641,626, 9 the ILIMP, sum arn0L11lt payable Under the Conti-act for as total of* $1.110,1 18.52, as
shown by the attached ,addendum to Fxhibit 1).
supplemental Conlract Rov.06/1 6
0199 1963A886-8103-5528 84275
2D11) e)2 "—(1)11)
,, 2 1
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
[signature pages follow]
Supplemental Coi itract Rev.06/16
0199.1963;4886-81 3-5528 84215
2
HDR ENGINEERING, INC.
By;
Mark D. Borenstein, Vice President
01/06/22
Date
Supplemental Contract Rev.06/16
0199.1963;4886-8103-5528 84275
3
1Ta�, Ur ail, cvr;l� , rc. rcr .
By: .. ---
C r��'i tc� { �a, y,[a StphamSheets, City Attorney
Date
Supplemental Contract Rev.06/16
01991963:4886-8103-3:i'38 84275
ADDENDUM TO EXHIBIT A
City Services
For Roadway Improvements on CR 112 from CR 117 to CR 110Round
Rock,Texas
Project Limits: From 300 feet east of CR 117 to CR 110.
Project Length: 6,400 feet(1.20 Miles)
In coordination with the services to be provided by the ENGINEER,as described in Exhibit B,the CITY shall
provide the following, as available:
PROJECT MANAGEMENT
The CITY will designate a Project Manager to represent the CITY.
DESIGN I ENVIRONMENTAL / UTILITY ENGINEERING
Any records available which would assist in the identification of environmental constraints.
A. Reviews of recommendations offered by HDR Engineering, Inc. (ENGINEER)and approve or reject
any or all work performed under this contract
B. Review of progress of work and final acceptance of deliverables
C. Processing of all periodic payment requests submitted by ENGINEER
D. Submittal of documentation to regulatory agencies for review, comment,or approval when specified.
E. All comments regarding the review of the engineering services completed
F. Assistance in the coordination and scheduling of site visits
G. Review and approval of typical roadway sections and design criteria developed by the ENGINEER
H. Pavement design to be used for all new roadways, in consultation with the ENGINEER
I. Assist as necessary in obtaining the required data and information from other local, regional,
state, and federal agencies
J. Provide the ENGINEER with timely reviews and decisions necessary for the ENGINEER to
maintain the project work schedule
K. Distribute plan sets to the appropriate agencies and the public
L. Schedule and coordinate, with the ENGINEER public involvement meetings
M. Furnish available horizontal control points established by the CITY
N. Furnish available plans and design information for adjoining projects
O. Furnish available right-of-way maps
P. Negotiate with all utility companies for any agreements and required relocations
Q. Pay all reviewing agency fees promptly including review, inspection and recording fees
R. Assist with obtaining right-of-entry(ROEs) for adjoining property owners necessary for field
surveying outside existing public right-of-way
S. Right of Way Acquisition services and landowner negotiations
T. Title Commitments for parcels to be acquired
U. TDLR Permit and Registered Accessibility Specialist(RAS) review fees.
V. Advertisement and solicitation for bids to construct the project
W. Facilitate reviews by FEMA and payment of required review fees.
X. Publish required notifications for the CLOMRILOMR process.
PLAN REVIEW TURN-AROUND TIMES
• 60%Submittal: 3-4 Weeks
• 90%Submittal: 3-4 Weeks
100%Final Submittal: 2-3 Weeks
ADDENDUM TO EXHIBIT B
Engineering Services
For Roadway Improvements on CR 112 from CR 117 to CR 110
Round Rock,Texas
Proiect Limits: From 300 feet east of CR 117 to CR 110.
Project Length: ,400 feet(1.20 Miles)
Pro'ect Statem t:
The roadway improvements for CR 112 from CR 117 to CR 110 are to widen this 1.20-mile section
from a two-lane roadway to six-lane divided roadway and add pedestrian facilities per the approved
schematic develc ped in the Preliminary Engineering Phase.
The work to be performed by HDR Engineering, Inc. (ENGINEER) for this work shall consist of
providing engineering services for ROW survey, utility coordination, roadway, drainage, signing,
pavement marki igs, and illumination at 60%, 90% and the Final Plans, Specifications, and Estimate
(PS&E) submittals. The project limits are from 300 feet east of CR 117 to CR 110 for a length of
approximately 6,400 feet. The project will follow the existing CR 112; however, the east end of the
project includes a re-alignment to a new intersection with CR 110/Avery Nelson Blvd. The ENGINEER
shall coordinate with adjacent projects during the design development. The project shall be designed
according to appicable design criteria including TxDOT's Roadway Design Manual (4R criteria), City
of Round Rock .Design and Construction Standards (DACS), City of Round Rock Drainage Criteria
Manual (I)CM), TxDOT Standards and Specifications, or other design standards and specifications as
agreed to with th City of Round Rock(CITY).
Project control will be based on and tied into the CITY's coordinate system and be compatible with the
current Geographical Information Systems (GIS) in use by the CITY. The ENGINEER shall collect,
review, and eval iate the available existing data pertaining to this project and prepare the project design
in accordance with applicable requirements and policies of the CITY.
The project will be developed in English units.
The PS&E pack ge shall be prepared in accordance with the requirements of the applicable TxDOT and
CITY Specificat ons, Standards, and Manuals (current versions in effect on the NTP date). Whenever
possible, TxDOT and the CITY's standard drawings, standard specifications, or previously approved
special provisio s and/or special specifications will be used. If a special provision and/or special
CR 112— ound Rock,TX Page 1 of 21 Exhibit B
specification must be developed for this project, it shall be in a format acceptable to the CITY and, to
the extent possible, incorporate references to approved test procedures.
All design exceptions to approved design criteria shall be requested in writing, by the ENGINEER for
approval by the CITY prior to incorporating the criteria into the project design.
The ENGINEER shall make reasonable efforts to minimize or avoid where possible, utility conflicts and
the relocation of existing utilities.
The ENGINEER shall prepare parcel sketches and metes and bounds descriptions for the parcels and
ROW footprint previously determined at the 30%PS&E design level, subject to approval by the CITY.
Federal funding is not anticipated at this time; however, if the CITY pursues federal funding, the
ENGINEER will make available all project records prepared by the ENGINEER.
Utility coordination and Subsurface Utility Engineering Quality Level `B' and `A' shall be completed at
limited locations as necessary to evaluate potential utility conflicts.
The CITY will be the principal point of contact for public or private inquiries regarding the project. The
ENGINEER will prepare technical exhibits and attend public stakeholder meetings as requested by the
CITY.
The detailed scope of services for this work is further described below.
PROJECT MANAGEMENT
A. Managing Contracted Services (Project Management)
a. Coordination with CITY: The ENGINEER will coordinate with the CITY to complete the
PS&E for the project. The ENGINEER will prepare for and attend monthly coordination
meetings with the CITY to discuss project progress, planned activities, key issues or items
requiring decision or approval by the City. The ENGINEER shall prepare meeting minutes
for all meetings and will distribute to staff for approval and record keeping. Project
Management services needed to complete the design phase are anticipated to span a period of
16 months.
b. Invoicing and Schedule Updates: The ENGINEER will provide monthly invoices for
payment to the CITY including a project status report of work completed within the reporting
period, work anticipated in the next work period, and any outstanding issues or concerns. The
ENGINEER will also provide design schedule updates with the monthly invoices detailing
work completed and any task adjustments. Status reporting, invoicing, and schedule updates
are anticipated to span a period of 16 months.
c. Subconsultant Coordination, Deliverables Review and Invoices: Monthly coordination
with the team will be conducted to ensure project milestones are met. The ENGINEER will
meet with Subconsultants to discuss progress, design updates, constraints, and completion
schedules for key tasks. The ENGINEER shall review deliverables from Subconsultants for
CR 112—Round Rock,TX Page 2 of 21 Exhibit B
conformance with the approved scope and project design. Subconsultants will forward their
most ly invoices directly to the ENGINEER. The ENGINEER will review, process, and
com ine all invoices into one deliverable and forward one copy for payment to the CITY.
d. Coordinate with CITY's consultant for adjacent section of CR 112: The ENGINEER will
coordinate monthly with the designer of the adjacent design section to determine the proper
tie-in conveyance of drainage, traffic control and schedule for both projects. The CITY
intends to construct both projects as one construction contract.
e. Quality Assurance / Quality Control: The ENGINEER will develop a project-specific
quali y control plan identifying key roles, responsibilities, record keeping procedures, and
anticipated review dates and make a copy available to the CITY. The ENGINEER will
provi a quality control of identified documents prior to each defined design submittal (60%
90% ind Final)following established quality assurance processes.
ROADWAY DESIGN
A. Title Sheet nd Index of Sheets
a. Prepare Title sheet per City of Round Rock Standard detail
b. PrepE re and update Index of Sheets including standard selections
B. Typical Sections: Typical sections shall be prepared for existing and proposed. Typical sections
shall include width of travel lanes, shoulders, outer separations, border widths, sidewalks, curb
offsets, and ROW. The typical section shall also include PGL, centerline, pavement design,
longitudinal joints, side slopes, sodding/seeding limits, concrete traffic barriers and sidewalks, if
required, sta ion limits, common proposed and existing structures including retaining walls, existing
pavement removal, limits of embankment and excavation,and existing and proposed utilities.
C. Project Lay ut: Layout shall consist of a planimetric file of existing features and the proposed
improvemen s within the existing and proposed ROW. The layout shall include the following
features:
a. Exist ng/Proposed ROW
b. Exist ng/proposed horizontal alignment
c. Proposed drainage features
d. Propc sed retaining walls/bridges/culverts(as applicable)
e. Begi lend project stations
f. Streel names
D. Horizontal lignment Data Sheets: Sheet includes data for the Horizontal Alignment for CR 112
and cross strets. Superelevation data consisting of station, slope, and begin and end transition will
be provided s needed.
E. Roadway PI n & Profile: The ENGINEER will develop plan and profile (1"=50' sheets) using the
survey acquired by the ENGINEER, as well as utilizing the approved roadway design criteria.
The plan view shall contain the following design elements:
a. Calculated roadway centerlines for roadways including cross streets as applicable.
Horizontal control points shall be shown.
CR 112—R ound Rock,TX Page 3 of 21 Exhibit B
b. Pavement edges for all improvements (main lanes,cross streets,and driveways)
c. Right of way and easement limits (proposed and existing)
d. Linework for proposed drainage elements
e. The geometrics (pavement cross slope, lane, and shoulder widths) and typical
sections of the proposed highway roadway and crossroads
f. Horizontal and vertical roadway alignments.
g. Direction of traffic flow on all roadway lanes
h. Sidewalks/Pedestrian facilities
i. Identified utilities and providers
The profile view shall contain the following design elements:
a. Calculated profile grade for CR 112 and cross streets
b. Existing and proposed profiles along the proposed centerline of CR 112. Maintain
parallel grades for each direction of travel similar, if feasible
c. Drawing vertical scale to be l"=10'
d. Existing and proposed utilities, including proposed drainage crossings
F. Intersection Layouts - Cross Streets: The ENGINEER shall provide an intersection layout
detailing the pavement design and drainage design at the intersection of each cross street. The layout
shall include the horizontal and vertical alignments, curb returns, contours, geometrics, transition
length, stationing, pavement, drainage details, and American with Disabilities Act Accessibility
Guidelines(ADAAG)/PROWAG compliance items. The ENGINEER shall design for full pavement
width to the ROW and provide a transition to the existing roadway.
G. Driveway Plan & Profiles: Prepare driveway plan and profiles with details including station,
pavement section, width, length, radii, proposed grades, parallel culvert details (if needed) and
associated temporary construction easements.
H. Removal Layouts: Provide removal layouts 1" = 50' scale (double bank) detailing items to be
removed for project limits.
1. Pedestrian and Bicycle Facilities: The ENGINEER shall coordinate with the City to incorporate
pedestrian and bicycle facilities as required or shown on the project's schematic. All
pedestrian/bicycle facilities must be designed in accordance with the latest Americans with
Disabilities Act Accessibility Guidelines (ADAAG), the Texas Accessibility Standards (TAS),
PROWAG,and the AASHTO Guide for the Development of Bicycle Facilities.
J. Roadway Cross Sections: The ENGINEER shall develop a 3D design model of the project corridor
using Geopak or OpenRoads to determine earthwork quantities and provide final design cross
sections at 50-foot intervals. Cross sections shall be delivered in standard GEOPAK format on
11"x17" sheets or roll plots and electronic files. The ENGINEER shall provide all criteria and input
files used to generate the design cross sections. Cross sections and quantities shall consider existing
pavement removals. Annotation shall include at a minimum existing/proposed right of way, side
slopes (front& back), and profiles. Utility information will be provided where grades/elevations are
available.
CR 112—Round Rock,TX Page 4 of 21 Exhibit B
Cross sectio is shall be submitted by the ENGINEER at the 60%, 90%, and Final submittals,
respectively.
K. Miscellaneous Detail Sheets: Provide detail sheets (estimated 3 sheets) for miscellaneous design
details.
L. Quantity Summary Sheets: Prepare and update summary sheets showing item description, item
unit, and item quantity for roadway bid items. Summary sheets shall be updated at each milestone
submittal.
M. Standards Selection: Include standard sheets applicable to project for roadway design elements.
Data Collection
A. Coordinatio i with local agencies: Meet with local officials and City floodplain administrator to
discuss proposed project following the 60%design submittal.
Complex Hydraulic Design
A. Hydraulic odeling: The ENGINEER will update existing and proposed hydraulic analyses
for four hydr iulic crossings at the following locations based on the latest design information to
meet the design storm frequency:
a. McNutt Creek below SCS#16 Reservoir
b. McNutt Creek Tributary I
c. McNutt Creek Tributary 2A
d. McNutt Creek Tributary 2B
Hydraulic an lyses will be based on effective HEC-RAS models included in the 30%Design
submittal.
Storm Drain Ar alysis and Design
A. Storm Drai s: The ENGINEER will perform the following storm drain design services:
a. U date the storm drain analysis and design using Geopak Drainage and
in orporating updated Rational Method peak flows for the specified frequencies.
b. U date the storm drain design (inlets, laterals,trunk lines and outfalls)that minimize
th interference with the passage of traffic or incur damage to the highway and local
prDperty in accordance with the City of Round Rock Drainage Criteria Manual
( CM) and ATLAS 14.
c. Determine hydraulic grade line starting at the outfall channel for each storm
drain design. Use the design water surface elevation of the outfall as the
st.irting basis(tailwater)for the design of the proposed storm sewer system.
d. Calculate manhole head losses. Compute manhole head losses as per FHWA's HEC-22.
e. Limit discharge into existing storm drains and existing outfalls to the
capacity of the existing system, which will be determined by the
ENGINEER. Evaluate alternate flow routes if necessary,to relieve system
CR 112—Round Rock,TX Page 5 of 21 Exhibit B
overload.
f. Identify areas requiring trench protection, excavation, shoring,and de-watering.
g. Design non-standard drainage details(junction boxes, pipe connections,etc.).
h. Determine pipe strength requirements.
B. Storm Sewer Hydraulic Tables: The ENGINEER will prepare hydraulic data using Geopak
Drainage software for the proposed storm sewer system. The storm system will be designed for the
25-year event per the approved design criteria. Update Cross Drainage Structures:
a. Determine drainage areas and flows for cross culvert drainage systems.
b. Determine the sizing of the drainage crossings. Develop designs that minimize the
interference with the passage of traffic or cause damage to the highway and local
property in accordance with the City of Round Rock Drainage Criteria Manual
(DCM). Cross drainage design shall be performed using HY-8 or HEC RAS.
• Determine Traffic Control Phasing for the construction of the cross culverts
• Design inlet and outfall erosion protection at each crossing
Storm Water Detention Analysis: Detention pond designs developed during the schematic phase will
be removed from the project, and the ENGINEER will revise the drainage design and PS&E package
accordingly.
Conditional Letter of Map Revision (CLOMR):
The previous drainage design was re-evaluated by removing the detention basins and determining the
calculated increase in downstream water surface elevations. The ENGINEER will revise the drainage
design accordingly and prepare two CLOMRs to be submitted to the CITY and FEMA for review and
comment at the following locations:
a. McNutt Creek
b. McNutt Creek Tributary 2B
A second CLOMR submittal will be prepared to address comments received. FEMA review fees will be
paid directly by the CITY. Submittal packages include 60%PS&E level for CITY review and 90% level
for FEMA review. A second FEMA submittal will be prepared to address CITY or FEMA comments.
The ENGINEER will prepare the following submittals:
a. Report summarizing methodologies,assumptions,results,and exhibits
b. FEMA MT-2 Forms
C. Example newspaper notification. The CITY will publish required notifications.
d. CLOMR package for CITY review and Floodplain Administrator approval.
e. CLOMR package for FEMA submittal. Fees to be paid by the CITY.
Letter of Map Revision (LOMR):
After construction is complete the ENGINEER shall prepare and submit the LOMR to the CITY and
FEMA for review and approval. The scope and fee for this submittal assumes that the project is
constructed according to the plans, and therefore no additional field survey will be required to document
as-built conditions. Also, Williamson County is currently re-evaluating floodplain mapping throughout
the County. The scope and fee is based on current effective models. The ENGINNER will prepare the
following submittals:
CR 112—Round Rock,TX Page 6 of 21 Exhibit B
a. Final effective HEC-HMS Hydrology Model
b. Final drainage report
c. Prepai a FEMA MT-2 Forms
d. Final i iewspaper publication.The CITY will publish required notifications.
e. LOMR package for CITY review and Floodplain Administrator approval.
f. LOMR package for FEMA submittal. Fees to be paid by the CITY.
Update Plans Sheets for Drainage Design:
A. Prepare the PS&E package in accordance with the applicable requirements of the City's
specifications, standards, and manuals. Include the following sheets and documents, as appropriate:
a. Drai ge Area Maps
b. Hydrologic Data Sheets
C. Hydraulic Data Sheets
d. Scout Data Sheets (for bridges)
e. Culvc rt Layout Sheets
f. Storm Drain Plan/Profile Sheets
g. Dete tion Pond Grading Plan and Typical Sections
h. Deter tion Pond Maintenance Ramp Details
i. Trench Protection and Special Shoring Details(if applicable)
B. Prepare culvert cross sections and identify each cross-section's station location.
C. Identify areas requiring trench protection,excavation, shoring and de-watering.
D. Prepare drainage area maps.
E. Prepare plan and profile sheets for storm drain systems and outfall ditches.
F. Select any n cessary standard details from City or TxDOT list of standards for items such as inlets,
manholes,jut etion boxes and end treatments.
G. Prepare detai s for non-standard inlets,manholes and junction boxes.
H. Prepare drainage details for outlet protection, outlet structures and utility accommodation structures.
I. Identify pipe trength requirements.
J. Prepare drainage facility quantity summaries.
K. Identify pot tial utility conflicts and, if feasible, design to mitigate or avoid those identified
conflicts.
L. Consider pedestrian facilities, utility impacts, driveway grades, retaining wall and concrete traffic
barrier drains a impacts.
CR 112—Bound Rock,TX Page 7 of 21 Exhibit B
M. Identify existing ground elevation profiles at the ROW lines on storm sewer plan and profile sheets.
N. Prepare Hydraulic Data Sheets for cross drainage structures at the outfall channel and indicate site
location (e.g., station and name of creek).
Hydrologic and Hydraulic Report:
Prepare a Pre-Final and Final report summarizing the assumptions, methods for calculations, existing
and proposed conditions, and results of analyses. The report will include discussion hydrologic and
hydraulic analysis procedures and summaries of calculation results and input parameters along with
ROW needs to accommodate roadside ditches and dentition.
The ENGINEER will submit the Pre-Final report to the CITY for review and comment at the 60%
Design submittal. The ENGINEER will address comments and submit a Final report to the CITY at the
100%Design submittal.
BRIDGE DESIGN
The ENGINEER will complete detailed design for the following bridges as shown on the interim design
schematic:
(a) Eastbound CR 112 at McNutt Creek Tributary I
(b) Westbound CR 112 at McNutt Creek Tributary 1
The design approach will be to use the current edition of the AASHTO LRFD Bridge Design
Specifications, including HL93 live load, TxDOT LRFD Design Manual, and standard bridge design
practice. A prestressed concrete I-girder superstructure will be used in conjunction with a cast in place
substructure and drilled shaft foundations for all structures.
The ENGINEER will design the superstructure utilizing PGSuper software for prestressed concrete I-
girder spans.
The ENGINEER will design the substructure utilizing AASHTO LRFD Bridge Design Specifications
and TxDOT design methodology.
The ENGINEER will design the bridge foundations utilizing the TxDOT WINCORE program utilizing
Texas Cone Penetrometer data provided by the geotechnical subconsultant.
The ENGINEER will prepare the bridge details listed below in accordance with the TxDOT Bridge
Detailing Manual. The level of effort assumed during the preparation of this fee proposal for each
bridge is as follows:
CR 112—Round Rock,TX Page 8 of 21 Exhibit B
A. Eastbound and Westbound CR 112 at McNutt Creek Tributary 1
a. Conventionally cast concrete decks supported carried by girder type superstructures,
supported on conventionally reinforced concrete caps and single or multi column
bents and drilled shafts
b. All g rders will be prestressed concrete
c. Prepf re plan sheets for abutment design
d. PrepE re plan sheets for additional abutment details
e. PrepE re plan sheets for bent layout,elevation, and details
f. PrepE re framing plan and slab plan sheets
g. Com ute and prepare tables for slab and bearing seat elevations, dead load
deflections, etc.
h. Design beams and prepare beam design tables
i. Perfo calculations to determine elevations of bridge substructure and super
structure elements
j. Perfo calculations for design of bridge abutments
k. Perfo calculations for design of bridge bents
1. Perfo calculations for bridge superstructure design
m. Prepare appropriate TxDOT Standards
DELIVERABLES
• 30% Bridge Design (Bridge Layouts) previously submitted and approved prior to starting
detailed bridge design
• 60%, 900%,and 100%Final Bridge Detail Plans
Calculation notebook for each bridge provided with 100%Bridge Detail Plans
SIGNING AND PAVEMENT MARKING
A. Signing: The ENGINEER shall prepare drawings, specifications, and details for necessary small
signing. The ENGINEER shall coordinate with the City (and other Engineers as required)for overall
temporary, interim, and final signing strategies and placement of signs outside contract limits.
a. Prepare sign detail sheets for non-standard signs showing dimensions, lettering,
shields,borders,corner radii,etc., and shall provide a summary of small signs.
b. Designate the shields to be attached to guide signs.
c. Illust to and number the proposed signs on plan sheets.
d. Seleci each sign foundation from City or TxDOT Standards.
B. PavementMarking: The ENGINEER shall detail permanent and temporary pavement markings
and channeli ation devices on plan sheets. The ENGINEER shall coordinate with the City (and
other Engineers as required) for overall temporary, interim, and final pavement marking strategies.
CR 112—Pound Rock,TX Page 9 of 21 Exhibit B
The ENGINEER shall select Pavement markings from the latest City or TxDOT standards.
The ENGINEER shall provide the following information on signing and pavement marking layouts:
a. Roadway layout
b. Center line with station numbering
c. Designation of arrow used on exit direction signs
d. Culverts and other structures that present a hazard to traffic
e. Location of utilities
f. Existing signs to remain,to be removed,or to be relocated
g. Proposed signs(illustrated, numbered and size)
h. Proposed markings (illustrated and quantified) which include pavement markings,
object markings and delineation
i. Quantities of existing pavement markings to be removed
j. Proposed delineators and object markers
k. Right-of-way limits
1. Direction of traffic flow on all roadways
C. Quantity Summary Sheets: Prepare and update summary sheets showing item description, item
unit, and item quantity for temporary and permanent signing and pavement marking bid items.
TRAFFIC CONTROL PLAN,DETOURS.AND-SEQUENCE OF CONSTRUCTION
The ENGINEER shall prepare Traffic Control Plans (TCP) for the project. A detailed TCP shall be
developed in accordance with the latest edition of the TMUTCD. The ENGINEER is to implement the
current Barricade and Construction (BC) standards as applicable. The ENGINEER shall interface and
coordinate phases of work, including the TCF,with adjacent Engineers. The ENGINEER shall:
A. Overall Phasing Plan: Develop an overall phasing plan for the project showing the phasing layout
for construction of the proposed improvements.
B. Traffic Control Narrative: Provide a written narrative of the construction sequencing and work
activities per phase and determine the existing and proposed traffic control devices (regulatory signs,
warning signs, work zone pavement markings, barricades, flaggers, temporary traffic signals, etc.)to
be used to handle traffic during each construction sequence.
C. Traffic Control Phasing Layouts: Prepare Traffic Control Phasing Layouts (3 Phases assumed) for
each phase of the project including typical sections that identify the travel lanes and work zones. The
ENGINEER shall show proposed traffic control devices for at-grade intersections during each
construction phase (stop signs, flaggers, signals, etc.). The ENGINEER shall show temporary
roadways, structures and detours required to maintain traffic throughout the construction phasing.
The Phasing Layouts will include the following:
a. Prepare each TCP in coordination with the City. The TCP shall include interim
signing for every phase of construction. Interim signing shall include regulatory,
CR 112—Round Rock,TX Page 10 of 21 Exhibit B
warning, construction, route, and guide signs. The ENGINEER shall interface and
coorc inate phases of work, including the TCP, with adjacent Engineers, which are
responsible for the preparation of the PS&E for adjacent projects.
b. Main ain continuous access to abutting properties during all phases of the TCP. The
ENG NEER shall develop a list of each abutting property along its alignment. The
ENG NEER shall prepare exhibits for and attend meetings with the public, as
reque sted by the City.
c. Makc every effort to prevent detours and utility relocations from extending beyond
the proposed Right-of-way lines. if it is necessary to obtain additional permanent or
temporary easements and Right-of- Entry, the ENGINEER shall notify the City in
writir g of the need and justification for such action. The ENGINEER shall identify
and coordinate with all utility companies for relocations required.
d. Desci ibe the type of work to be performed for each phase of sequence of construction
and a iy special instructions (e.g., storm drain, culverts, bridges, railing, illumination,
signa s, retaining walls, signing, paving surface sequencing or concrete placement,
ROW restrictions, utilities, etc.) that the contractor should be made aware to include
limits of construction, obliteration, and shifting or detouring of traffic prior to the
proce ding phase.
e. Include the work limits, the location of channelizing devices, positive barrier,
locati n and direction of traffic, work area, stations, pavement markings, and other
information deemed necessary for each phase of construction.
f. Delin ate areas of wetlands on traffic control plans(if any).
g. Design temporary drainage to replace existing drainage disturbed by construction
activi ies or to drain detour pavement. The ENGINEER shall show horizontal and
vertic il location of culverts and required cross sectional area of culverts. If temporary
shorit g is required,prepare layouts and show the limits on the applicable TCP.
h. Quantity Summary Sheets: Provide summary sheets showing item description, item
unit,and item quantity for temporary and permanent traffic control bid items.
i. Standards Selection: Include standard sheets applicable to project for traffic control
desigh elements.
ILLUMINATION
The illumination design will include the following:
A. Conduct a g ogle earth survey of the existing illumination (continuous and safety), associated
electrical services, utility electric service drops, utility electric primary routing, and illumination
abovegroun underground infrastructure.
B. Removal of all existing illumination (continuous and safety), associated electrical services, and
illuminationaboveground/underground infrastructure in conflict with the CRI 12 reconstruction.
C. Provide new continuous illumination, associated electrical services, and underground illumination
CR 112—R Dund Rock,TX Page 11 of 21 Exhibit B
infrastructure services for all continuous illumination.
D. Utilize the minimal number of electrical services locations for the continuous illumination.
E. Project Task List
a. Data Collection
i. Utility power company(s) contact(s)
ii. Existing utility(s)overhead and underground routing information
iii. Existing illumination electrical services information (voltage, service size,
connected loads,spares, etc.)
iv. Available voltage for new illumination electrical services
v. As-Builts of existing continuous, safety, and intersection Illumination along
CRI 12
b. Survey
i. HDR will perform a google earth survey of the existing illumination
(continuous and safety), associated electrical services, utility electric service
drops, utility electric primary routing, and illumination
aboveground/underground infrastructure.
c. Illumination Design
i. Utility power company coordination
ii. Photometric analysis (Project Limits)
iii. Overcurrent protection of electric services and branch circuits
iv. Voltage drop analysis for electrical services and branch circuits
v. Electrical service load analysis and schematics
vi. NEC and TxDOT compliance
vii. Illumination Removal Plans
viii. Illumination Summary& Plans
ix. Illumination mounting details(if applicable)
d. Electrical for Illumination System
i. Utility Power Coordination
Contact the utility power company(s) for existing available voltage,
service size, connected loads, and locations of existing illumination
electrical services.
Coordinate the voltage, service size, connected loads, and locations of
the new illumination electrical services.
ii. Photometric Analysis
CR 112-Round Rock,TX Page 12 of 21 Exhibit B
Conduct photometric analysis (project limits) for continuous
illumination foot-candle compliance.
Photometric analysis will be utilized to determine the illumination
assembly selection type, distribution, mounting height, and spacing for
continuous illumination.
iii. Overcurrent Protection
Conduct overcurrent protection analysis for determining electrical
service and branch circuit breaker sizes.
iv. Voltage Drop
Conduct voltage drop analysis for determining electrical service feeders,
branch circuit conductors,and conduit sizes.
v. Electrical Service Load Analysis and Schematics
Conduct load analysis for all illumination electrical services to
determine the electrical service sizes.
Develop schematics for all illumination electrical services.
vi. NEC and TxDOT Compliance
Design illumination utilizing the most current TxDOT Highway
Illumination Manual, City of Round Rock Standards, and applicable
National Electric Code (NEC).
vii. Illumination Removal Plans
Develop illumination plans for removal of all existing illumination
(continuous and safety), associated electrical services, and illumination
aboveground/underground infrastructure in conflict with the CRI 12
reconstruction.
viii. Illumination Summary& Plans
Develop illumination plans for continuous illumination.
Develop Illumination Summary for all illumination quantities
ix. Illumination Details
Develop illumination details for any custom mounting not covered by
the TxDOT Standards or City of Round Rock Standards.
STORM WAT R POLLUTION PREVENTION PLANS SW3P
A. SW3P Plan Sheets: The ENGINEER shall develop the SW3P plan sheets to minimize potential
impacts to receiving waterways. The SW3P shall include text describing the plan, quantities, type,
phase,and locations of erosion control devices(BMPs)and any required permanent erosion control.
B. Quantity Summary Sheets: Provide summary sheets showing item description, item unit, and
CR 112—Pound Rock,TX Page 13 of 21 Exhibit B
estimated item quantities.
C. Standards Selection: Include standard sheets applicable to the project for temporary and permanent
SW3P elements.
PS&E PREPARATION
A. Specifications and General Notes. The ENGINEER shall identify necessary standard
specifications, special specifications, special provisions, and the appropriate reference items. The
ENGINEER shall prepare General Notes from the City or TxDOT master list, Special Specifications
and Special Provisions for inclusion in the plans and bidding documents. The ENGINEER shall
provide General Notes, Special Specifications and Special Provisions in the required format as
specified by the City.
B. Plans and Estimate. The ENGINEER shall independently develop the submittal package for each
defined deliverable milestone. Numbering of Plan Sheets will be updated with the continued
development of the project documents for each submittal. Electronic and hard copy sets of the
project documents will be provided at each milestone. The construction plans will include the
necessary bid and construction documentation to construct the project in standard City bid format at
the specified milestones (30%, 60% & 90%) and Final PS&E submittals. The ENGINEER shall
prepare a construction cost estimate at each defined milestone using the latest available bid data
from City or TxDOT sources.
C. Contract time determination. The ENGINEER shall prepare a detailed contract time estimate to
determine the approximate time required for construction of the project in calendar and working
days at the 90% and Final PS&E milestone using Primavera P6 software or Microsoft Project. The
schedule shall include tasks, subtasks, critical dates, milestones, deliverables, and review
requirements in a format which depicts the interdependence of the various items and adjacent
construction packages.The ENGINEER shall aid the City in interpreting the schedule.
D. QA/QC Reviews: ENGINEER will provide QA/QC reviews for 60%, 90%, and 100% Final
submittals including a construability review at the 60%submittal and review of joint-bid utility plans
(if any) at each submittal.
UTILITY COORDINATION
Utility Engineering including the identification of utility conflicts, coordination, compliance with the
City of Round Rock utility criteria, and resolution of utility conflicts. Coordinate all activities with the
CITY to facilitate the orderly progress and timely completion of the utility coordination phase.
The ENGINEER shall advance the utility layout developed in the previous phase using SUE QL `B'
information at selected locations in MicroStation format. This layout shall include all known existing
utilities which are to remain in place or be abandoned, and all proposed adjusted/relocated utilities.
These layouts are required to establish the location of the utility in plan view, the limits of the project&
profile view at locations mutually agreed upon by the City. This layout shall be utilized to identify,
CR 112—Round Rock,TX Page 14 of 21 Exhibit B
mitigate,or cleautility conflicts during the PS&E design. The ENGINEER shall review and incorporate
these locations it.. to the utility layout file. The ENGINEER shall review all existing utility location data
previously collected and reevaluate as revisions are made to the final design.
A. Coordination of engineering activities include:
a. Utilit Layout: Maintain a utility layout in the latest version of Microstation. This
layout shall include all existing utilities which are to remain in place or be
aban oned, and all adjusted utilities. This layout shall be utilized to monitor the
necessity and evaluate alternatives. The ENGINEER's licensed Professional
Engineer (P.E.) shall utilize the layout of existing utilities as prepared, if available,
and make a determination of the following:
(i) Facilities in conflict with the proposed project that are to be relocated.
(ii) Facilities to be abandoned in place.
(iii) Facilities to remain in service and in place as a result roadway design adjustment and
meeting the current City of Round Rock Utilities Criteria
(iv) The ENGINEER shall be responsible for determining if there are additional facilities,
not shown in the Subsurface Utility Engineering (SUE) documents, which require
relocation.
(v) Coordinate this information with the City immediately upon discovery.
(vi) Utility Conflict List: The ENGINEER shall update the Utility Conflict Tracking
Report Spreadsheet,generated in Phase I with SUE QL `A' and QL `B' information.
B. City Month and Individual Meetings with Utility Companies, as required, to facilitate utility
conflict idea ification and resolution.
a. Estab ish contact with all existing utilities within and adjacent to the project limits
and et up utility coordination meetings to discuss concepts and options for
consti action.
b. Schec ule all utility coordination meetings and assess compatibility with the schedule
of the City.
(i) Set agenda for all coordination meetings as directed by the City.
(ii) Progress Meetings: Meet with the City periodically to coordinate the work effort and
r.-solve problems and prepare a written report of such meetings. The meetings shall
r view:
Activities completed since the last meeting
Problems encountered.
Late activities.
Activities required by the next progress meeting.
Solutions for unresolved and/or anticipated problems.
Information or items required from other agencies/consultants.
CR 112—Bound Rock,TX Page 15 of 21 Exhibit B
C. Review of Utility's Proposed Adjustments
a. Evaluate Alternatives: Evaluate alternatives in the adjustment of utilities balancing
the needs of both the City and the Utility.
b. Review Estimates and Schedules: Review the utility adjustment estimates for
reasonableness of cost and the timely scheduling of the adjustment.
c. Review Plans for compliance with City of Round Rock Utility Criteria and proposed
location data. The responsibility for quality and accuracy of Utility adjustment plans
shall remain with the Utility Company.
d. Inspect Traffic control setup. Review for compliance with the regulations of the most
recent edition of the "Texas Manual on Uniform Traffic Control Devices"
(TMUTCD). Obtain approval from the City concerning the proposed method of
handling traffic prior to allowing commencement of work.
D. Utility Layouts: Prepare utility layout sheets that display proposed improvements and known
utilities to be used to determine the following:
a. Known facilities conflicts have been resolved.
b. All stakeholders have concurred with the various alignments.
c. Establish the sequence of construction for all utility relocation work whether it is
included as a part of the highway construction or not.
d. Determine which utilities may be built as part of the contract(joint-bid) if any.
e. Determine which facilities shall be relocated prior to construction.
SUBSURFACE UTILITY ENGINEERING (SUE)
Subsurface utility engineering services will be performed by Sub-Consultant. (See attached proposal
B-1)
RIGHT OF WAY SURVEYING
Right of way surveying services for parcels to be acquired will be performed by Sub-Consultant (See
attached proposal B-2)
GEOTECHNICAL ENGINEERING AND PAVEMENT DESIGN
Provide field exploration and foundation design for the twin bridges at McNutt Creek Tributary No. 1.
Provide a rigid pavement design option for both segments of CR 112. This work will be performed by
Sub-Consultant(See attached proposal B-3).
DELIVERABLES
The ENGINEER shall provide the following deliverables at each submittal:
1. 30% Plans Submittal (Submitted previously):
CR 112—Round Rock,TX Page 16 of 21 Exhibit B
a. One printed set and one electronic set of I I" x 17" plan sheets (.PDF format)
for City Review.
b. Estimate of construction cost.
c. ENGINEER's internal QA and QC markup set.
d. Utility Conflict Matrix
2. 601Plans Submittal:
a. One printed set and one electronic set of I l" x 17" plan sheets (.PDF format)
for the City review.
b. Estimate of construction cost.
c. ENGINEER's internal QA and QC marked up set.
d. Utility Conflict Matrix
3. 900Plans Submittal:
a. One printed set and one electronic set of 11" x 17" plan sheets(.FDF format)
for the City review
b. List of governing Specifications
c. General notes
d. Plans estimate
e. Contract time determination summary (Construction Schedule)
f. ENGINEER's internal QA and QC marked-up set.
g. Other supporting documents.
4. Final submittal (100%).
a. Two printed sets and one electronic set of 11" x 17" plan sheets (.PDF format)
b. evised supporting documents from 90%review comments.
c. aster design reference files in Microstation format
BID PHASE SFRVICES
A. Prepare Bid Manual — The ENGINEER shall prepare the project bid manual including
latest City front end documents, bid tabulation form (electronic and pdf), contract
documents and specifications.
B. Attend Pre-bid Meeting and Furnish Documents — The ENGINEER shall be present at
the pre-bird meeting and describe the project improvements and bid documents to
pros ective bidders. The ENGINEER shall document contractor questions and provide
responses along with the meeting sign-in sheet to all attendees.
C. Respond to Bidder's Questions - During the bid period all questions submitted to the
ENC WEER shall be logged and responded to in the form of a comment matrix log.
D. Prel are and Distribute Addendum—The ENGINEER shall produce no more than two (2)
add Bums, as needed, for question response or correction to the bid documents, and
distr bution to bidders.
E. Atterid Bid Opening — The ENGINEER shall be present at the bid opening to announce
and ecord prospective bids received.
F. Pre are Bid Tab and Letter of Recommendation — The ENGINEER shall analyze
contractor bids, prepare bid tabulation, check references, and make recommendation to the
CITY for award to the apparent low bidder.
CR 112—Round Rock,TX Page 17 of 21 Exhibit B
CONSTRUCTION PHASE SERVICES
A. Pre-Construction Meeting — The ENGINEER will attend one pre-construction meeting
with the Contractor, the City's project manager, and related City staff; at an agreed upon
date and time.
It would be appropriate at this time to include public and private utility companies, City
Planning & Engineering and Public Works representatives, and other parties responsible for
oversight and/or approvals that may be directly involved in this project.
This meeting will be to discuss any project related items, including but not limited to
questions related to the construction documents, the construction schedule, scheduled
construction status meetings, pay requests, and communication methods(e-mail,phone, fax,
etc.) available to both the Contractor, the ENGINEER, and the CITY. The ENGINEER will
document meeting notes and submit to the City for inclusion into the meeting minutes.
B. Review of Contractor Submittals — The ENGINEER will review construction submittals
and shop drawings relative to the project specifications and details provided by the
Contractor. The Contractor is responsible for providing shop drawings that have complete
project information,are clearly depicted, and are ready for the ENGINEER'S review.
The Contractor may submit Shop Drawings and/or Construction Submittals noting minor
changes to the Construction Drawings, Specifications, or other information provided by the
ENGINEER; and within the area of expertise of the ENGINEER; then modifications and/or
approvals may be provided by the ENGINEER. A maximum of twenty (20) Construction
Submittal reviews are anticipated.
C. Monthly Construction Meetings — The ENGINEER will attend monthly construction
meetings at a location determined by the City. The CONTRACTOR will provide an updated
construction schedule, submit any pay requests, and forward any discussions related to
potential construction issues. A maximum of twelve (12)meetings are anticipated.
D. Construction Site Visits — The ENGINEER will perform periodic site visits and
observations during project construction. Based on the construction schedule timeline
developed by the ENGINEER, no more than six (6) visits beyond the monthly construction
meetings are anticipated.
It is at the ENGINEER'S discretion whether to notify the Contractor of a planned or
anticipated visit. The ENGINEER may notify the Contractor prior to a site visit to meet the
Contractor in the field and discuss ongoing construction operations.
The ENGINEER may request photographs and/or video be taken of specific items in the
field by the Contractor. The ENGINEER may also take photographs and/or video to
document construction progression, site conditions,or safety issues.
E. Requests for Information — The ENGINEER will respond to written Requests for
Information (RFPs) during construction. The ENGINEER will accept written Requests for
CR 112—Round Rock,TX Page 18 of 21 Exhibit B
Information provided by the Contractor. The Contractor is responsible for providing
complete and clearly written documents,ready for the ENGINEER'S review.
The Contractor may submit RFI's to ask for clarification of the Construction Drawings,
Specifications,or other information provided by the ENGINEER for:
Bidc ing Purposes: and within the area of expertise of the ENGINEER. A maximum of fifteen
(I5) RFI reviews are anticipated.
If the Contractor requests RFI's for items outside of the ENGINEER'S area of expertise;they
may not be approved by the ENGINEER. The Contractor may then choose to have a
Registered Engineer in the State of Texas, with that specific expertise, provide Sealed Shop
Drawings for review, rather than an RFI,
F. Cha ige Orders - The ENGINEER will provide cost adjustment information and revised
cons ruction documents for change orders provided by the Contractor. Prior to completion of
any hange order, the revisions to any bid documents requiring a change in price will be
discussed and approved with the City prior to submitting to the contractor. Additional time
for c esign modifications relative to new scoping items that aren't considered omissions or
errors of the ENGINEER will be vetted and approved by the City before modification of the
cons ruction documents. All change orders will be prepared in accordance with City
requ rements and will be logged for recordkeeping purposes. Assume three (3) change
orde s.
G. Final Walk-Through / Punch List — The ENGINEER will accompany the City
Representative and the Contractor on a final walk-through when the Contractor notifies the
CIT that the project is substantially complete and ready for final inspection.
The NGINEER may photograph and/or video the completed work, make verbal comments
to th City Representative and to the Contractor during final walk-through; develop a written
punc i list of items yet to be completed,to be adjusted, removed and
/or i eplaced; document incomplete or missing items; and note those items that are complete
and ccepted.
The NGINEER, Contractor,and City will meet at a designated place and time to discuss the
Fina Walk-Through findings and Punch List. It shall be the Contractor's responsibility to
complete the Punch List to the satisfaction of the City prior to acceptance of the project as
being constructed in accordance with the construction documents.
Following project acceptance, the Final Acceptance Letter will be completed, and the
contractor field notes will be included in as-built drawings as a part of the As-Built Plan
deliverables.
H. As- wilt Plans — The ENGINEER will prepare and submit final as-built plans that reflect
field changes for RFI's and change order design modifications and Contractor field mark-ups
fort a project. One 11" x 17" as-built set along with an electronic copy of the drawings shall
be submitted to the City for their records. Additionally, GIS data files will be developed from
the project CADD files and submitted to the CITY for review.
CR 112— and Rock,TX Page 19 of 21 Exhibit B
I. Project Management — The ENGINEER will attend bi-weekly meetings by phone and
coordinate with the CITY to comply with terms set forth in their agreement for construction
related activities including contractor's responsibilities and updates to City Council. The
ENGINEER will assist the CITY in updating traffic control information for public use as
needed through the construction phasing. The ENGINEER will prepare monthly invoices and
progress reports and implement a QA/QC program throughout the project for all construction
record deliverables.
DELIVERABLES
Final Design& Bidding
i. Conformed Construction Plans, Cost Estimate meeting City of
Round Rock and TxDOT Standards and Specifications
2. Project Bid Manual
3. Addendums
4. Bid Tabulation and Letter of Recommendation
Pre-Construction and During Construction:
I. Pre-Construction Meeting related documents such as:
a. Agenda
b. Meeting Minutes
2. Construction Submittals and Log
3. Construction RFI's and Log
4. Construction Site Visit Minutes
5. Change Order Requests
6. Construction Punch List
7. Construction Final Acceptance Letter
8. As-Built Plans& GIS files
Exclusions
• Construction Inspection and Materials Testing services are excluded from this contract.
These services will be performed by the CITY through other contracting measures
• Design services beyond those specifically stated in this scope and any previously
approved scopes
• Additional construction surveying
• Daily or repeated Construction Inspection Services beyond field meetings established in
the scope
City of Round Rock Page 20 of 21 Exhibit B
CR 112 from CR 117 to CR 110
• TDLR Submittal Permit and Inspection Fees and Report
• Renderings or animated models
• Retai iing Wall Design
• Traff c Signal Warrant Studies or Signal Design
• Utility Relocation Design
• ROIA acquisition services, landowner negotiations,and title commitments for parcels and
easements to be acquired by the City
• Bid a Jvertisement for the construction project
City of Roun I Rock Page 21 of 21 Exhibit B
CR 112 from CR 117 to CR 110
Ok THE PJOSGROUP B- 1
September 14,2021
Philip A. Fulton, PE
Sr.Transportation Project Manager
HDR, Inc.
710 Hesters Crossing, Suite 150
Round Rock, Texas 78681
512-685-2911
phi lip.fulton ct`r?,hdrinc.com
RE: Subsurface Utility Engineering
City of Round Rock-CR 112 East Segment,CR 117 to CR 110
Dear Mr. Fulton:
The Rios Group, Inc.(TRG) is pleased to submit a cost proposal for Subsurface Utility
Engineering(SUE) for the above referenced project. This proposal is based on information
provided via email and telephone on September 10, 2021.
Introduction
TRG will perform SUE services for this project in general accordance with the recommended
practices and procedures described in ASCE publication CI/ASCE 38-02"Standard Guidelines
for the Collection and Depiction of Existing Subsurface Utility Data." As described in the
publication, four levels have been established to describe and depict the quality of subsurface
utility information. The four quality levels are as follows:
• Quality Level D (QL"D")—Information obtained from existing utility records.
• Quality Level C (QL"C") — Surveyed data depicting visible above-ground features
supplemented with QL"D" information.
• Quality Level B (QL`B")—Two-dimensional horizontal information obtained through the
application and interpretation of non-destructive surface geophysical methods. Also
known as "designating," this level incorporates QL"C" information and provides
horizontal positioning of subsurface utilities to within approximately 1.0 foot.
• Quality Level A (QL"A") — Three-dimensional horizontal and vertical information
obtained through non-destructive vacuum excavation equipment to expose utilities at
critical points. Also known as"locating,"this level incorporates QL"B" information and
provides horizontal and vertical positioning of subsurface utilities to within approximately
0.05 feet.
Scone of Work
Based on information provided by HDR, Inc. (Client), TRG has developed a proposed scope for
SUE services on this project. This scope may be modified,with Client and TRG concurrence,
during the performance of work if warranted by changing or unexpected field conditions.
575 Round Rock West Drive,Building K,Suite 4001 Round Rock,TX 786811 Phone: 512.580.5440
Subsurface Utility Engineering I Utilify Coordination
City of Round Rock-CR 112 East Segment,CR 117 to CR 110
September 14 2021
Page 2 of 4
The scope of this proposal includes twenty (20) QL"A" SUE Test Holes at locations to be
identified by the client along CR 112 from CR 117 to CR 110 in Round Rock,Texas. The
project limit are shown in red on Exhibit B. To layout the test holes, TRG will attempt to
designate the target utility l 0-feet either side of the test hole.
Additionally, this proposal includes targeted QL"B"SUE, equivalent to approximately 3,000
linear feet,on specific utilities identified by the Client prior to the mobilization of TRG field
personnel.
The survey a SUE field markings is not included in this scope of work. It is assumed that the
Client's Su eyor, Inland Geodetics, will provide SUE survey data for use in preparing the final
deliverables.
Any necessa Right-Of-Entry (ROE)permits will be provided by the Client prior to the start of
field work.
TRG Procedures
L"D"and `C"—Records Research and Sur ace Feature Survey
Itis the respo sibility of the SUE provider to perform due-diligence with regard to records research
and the acqu sition of available utility records. The due-diligence provided for this project will
consist of coi itacting the applicable One Call agency and associated utility owners/municipalities,
visually inspecting the work area for evidence of utilities, and reviewing available utility record
information. kdditional utilities not identified through these efforts will be referred to as Unknown
utilities.
L"B"—Devi-enatine.
Following a review of the project scope and available utility records with the project manager,
TRG field ersonnel will begin designating the approximate horizontal position of known
subsurface u ilities within the project area. A suite of geophysical equipment that includes
magnetic and electromagnetic induction will be used to designate conductive utilities. Where
access is ava lable, a sonde will be inserted into non-conductive utilities to provide a medium for
transmission hich can then be designated using geophysical equipment. Non-conductive utilities
can also be d signaled using other proven methods, such as rodding and probing. TRG will make
a reasonable attempt to designate Unknown utilities identified during field work; however, no
guarantee is made that all Unknown utilities will be designated. Utilities will be marked and
labeled to distinguish type and ownership. Field data depicting the designated utilities,as well as
relevant surf ce features, will be produced to ensure accuracy and completeness of subsequent
survey data. The TRG project manager will review the collected survey data,field data,and utility
records fora curacy and completeness.
L"A"—Loc-atin
TRG will ut lize non-destructive vacuum excavation equipment to excavate test holes at the
requested locations.To layout the test holes,TRG will follow the QL`B"—Designating procedures
described above. Once each utility is located,TRG will record the size,type, material,and depth.
575 Round Zock West Drive,Building K, Suite 400 1 Round Rock,TX 786811 Phone:512.580.5440
Subsurface Utility Engineering I Utility Coordination
City of Round Rock-CR 112 East Segment,CR 117 to CR 110
September 14,2021
Page 3 of 4
Test holes will be uniquely marked. Excavations will be backfilled by mechanical means with the
appropriate material, and the original surface will be restored. If necessary, TRG can core
pavement up to a depth of 12 inches. Asphalt surfaces will be repaired with an asphalt cold patch,
and concrete cores will be epoxied in place,flush with the surrounding surface. TRG assumes that
flowable fill will not be required when backfilling test holes and that full-section pavement repair
(including sidewalks) will not be required to restore the original pavement surface. If requested,
these services can be provided at an additional cost.
TRG will establish any necessary routine traffic control measures at no additional cost. However,
if non-routine traffic control measures (lane closures, traffic detours, flagpersons, etc.) are
required, this service will be invoiced as a direct expense. Due to the risk of damage, TRG will
not attempt to probe or excavate test holes on AC water lines unless approval is obtained from the
owner in advance. Additionally,excavation in rock,or to a depth greater than 18 feet,is considered
beyond the scope of this proposal.
TRG has made the following assumptions with regard to the test holes on this project:
• All test holes will be accessible to truck-mounted vacuum excavation equipment.
• Right-Of-Way (ROW) permits from the City of Round Rock (CORR) will be required.
TRG will obtain all required City permits and ensure that coordination and compliance
with the City is provided.
• Designed traffic control plans will not be required. It is assumed that City of Austin or
TxDOT standard TCPs will be utilized for any required lane closures.
• Non-routine traffic control measures will be required. TRG will acquire the services of a
qualified Maintenance-Of-Traffic (MOT) Subcontractor, and ensure that adequate traffic
control is provided.
• The coring of pavement will not be required.
Deliverables
TRG will provide the following as a final deliverable to the Client:
• A utility file in CAD format depicting all designated and located utilities. The Client will
provide TRG with any necessary background files for use in completing the final
deliverables.
• A summary sheet of all test hole coordinate data and depth information.
• 8.5"x 11"Test Hole Data Forms for all test hole locations completed. These plans will
be signed and sealed by a Professional Engineer and delivered to the Client in electronic
PDF form.
575 Round Rock West Drive,Building K,Suite 400 1 Round Rock,TX 786811 Phone:512.580.5440
Subsurface Utility Engineering I Utility Coordination
City of Round Rock-CR 112 East Segment,CR 117 to CR 110
September 14 2021
Page 4 of 4
Schedule
TRG can mobilize within three (3)weeks of receiving Notice-To-Proceed(NTP). TRG
estimates that the SUE work can be completed in nine(9)working days, broken down as
follows:
• QL" "field work—2 days
• QL" "deliverable preparation—7 days(following receipt of survey data from Client)
TRG estimat,,s that the QL"A"SUE work can be completed in seventeen (17)working days,
broken down as follows:
• Layo it test holes—2 days(concurrent with QL"A"field work)
• Field work— 10 days
• Deli rable preparation—7 days(following receipt of survey data from Client)
Estimated Fee
The total est' ate d cost to complete the work described herein is Forty-Two Thousand Three
Hundred Seventy-Two Dollars and 441100($42,372.44). An itemized breakdown of cost is
provided in Exhibit A. Please note that these pricings are based on an assumption of quantities,
and that only actual quantities will be invoiced—up to the total Contract amount.
We look forward to working with you on this project. If there are any questions, please do not
hesitate to call at 512.580.5440.
Respectfully
The Rios G up,Inc.
Robby Hub
Project Manager
575 Round ock West Drive, Building K,Suite 400 1 Round Rock,TX 786811 Phone:512.580.5440
Subsurface Utility 1?ngineering I Utility Coordination
Q�
Estimate for Subsurface Utility Engineering
THERic)sGROUP City of Round Rock EXHIBIT A
CR 112 East Segment, CR 117 to CR 110
Hourly Office Labor Rate Assumed Unit of Sub-Total
Quantity Measure
Supervisory Engineer $ 166.06 4 HR $ 664.24
SUE Project Manager $ 151.93 6 HR $ 911.58
Professional Engineer $ 143.73 HR $ -
Assistant Project Manager $ 105.89 HR $ -
Engineer in Training $ 96.48 10 HR $ 964.80
CADD Technician $ 79.76 12 HR $ 957.12
Engineering Technician $ 66.85 6 HR $ 401.10
Field Manager $ 104.72 5 HR $ 523.60
Administrative Specialist $ 70.80 HR $ -
Sub-Total $ 4,422.44
Direct Expenses Rate Assumed Unit of Sub-Total
Quantity Measure
ROW Permit $ 500.00 1 EA $ 500.00
Traffic Control (Flagging) $ 1,200.00 2 DAY $ 2,400.00
Sub Total $ 2,900.00
Quality Level "B"SUE and Assumed Unit of
Test Hole layout. Rate Quantit Measure Sub-Total
One Designating Person $ 150.00 20 HR $ 3,000.00
One Designating Person-
$ 150.00 20 HR $ 3,000.00
Test Hole Layout
Sub-Total - $ 6,000.00
QL"A"SUE Test.Holes
Unit Rate-Depth Outside Assumed Unit Of Sub-Total
Pavement Rate Quantity Measure
0-5 feet $ 1,250.00 8 EA $ 10,000.00
5-8 feet $ 1,525.00 10 EA $ 15,250.00
8- 13 feet $ 1,900.00 2 EA $ 3,800.00
13-20 feet $ 2,450.00 0 EA $ -
Over 20 feet $ 3,025.00 0 EA $ -
Pavement Coring $ 350.00 0 EA $ -
Test Hole Total 20
Sub-Total $ 29,050.00
Total Estimated Cost $ 42,372.44
575 Round Rock West Drive, Building K,Suite 4001 Round Rock,TX 78681 Phone: 512.580.5440
Subsurface Utility Engineering I Utility Coordination
Exi,-iibit B- 1
CITY OF ROU NCD ROCK
CR 112 EAST SEGMENT FROM CR 1.17 TO CR 110
LOCATION MAP
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B-2 1504 Chisholm Trail Road
9 N L A N D u Suite 103
Round Rock, TX 78681
GEODETICS, . 512-238-1200
PROFESSIONAL LAND SURVEYORS 512-238-12551 fax
Pr TBPELS Firm Reg. No. 10059100
Sept.20,2021
Philip Fulton,PE
Senior Transportation Project Manager
HDR
710 Nesters Crossing,Suite 150
Round Rock,TX 78681-7839
RE:CR 112 East Segment,CR 117 to CR 110,
Mr.Fulton:
Scope of Services
The Surveyor shall provide Right of Way Acquisition surveying services for the CR 112 Improvement Project between
CR 117 and CR 110. It is understood that this proposal is for up to I 1 acquisition parcels within the stated limits.
NOTE: this proposal assumes that title abstracts will be provided prior to delivering parcel acquisition packages.
Field Surveying
1. Right-Of-Entry
A. The Surveyor understands that Right of Entry will be provided from the affected landowners along the
project route. This will Include landowners subject to boundary line verification or data gathering on tracts
adjoining the project tracts. This number of ROEs may exceed the 11 parcels being acquired from.
Copies of the signed ROE letters will be supplied to the surveyor prior to work commencing. Limitations for
access will be addressed as they become known and adjustments to scope of work,fee estimates,time
schedules,and other tasks will be made by supplemental proposal.
ROW Acquisition Surveys
A. The Surveyor shall generate,recover,and/or verify existing horizontal and vertical project primary control at
the site,if any,and reconcile the control to known existing intersecting projects.
B. The Surveyor shall establish or density additional secondary control as needed for the project to collect
data along the length of the project.
C. The Surveyor shall,at their discretion,use 5/8"iron rods with distinguishing caps,cotton spindles (paved
areas) or other durable entities for the project control as applicable.
D. Inland will perform sufficient research of property records from various sources to analyze and develop an
exhibit of the record ROW and property configurations for the affected area. Inland will perform sufficient
field work to recover property comers and other boundary related evidence to aid in the analysis and
reconstruction of the affected properties. Final deliverables will be a signed and sealed survey plat and
accompanying metes and bounds description for each parcel.
E. Title Abstracts shall be provided by the City in a timely fashion for the use of the surveyor in preparing the
ROW acquisition documents.
F. Inland will monument the corners of the acquired tract of land.
Topographic Suryeys
A. The Surveyor shall establish or density additional secondary control as needed for the project
RPS NA-CR 112 OW Page 2
B. The Surveyor will collect spot elevations along the intersection of CR 112 and Avery Nelson Parkway
including edges of back of curbs,driveways,visible utilities,drainage structures,centerline of roads,
significant trees(8"and up),any other hard surfaced improvements within the defined area,grade breaks,
flowlines of watercourses,and other significant features relevant to the project(MH inverts,if any). The
collectec I data will include spot elevations and breaklines sufficient to generate and/or merge to a 1 foot
contour it iterval DTM for the project.
C. Deliverat les will include a spot point data in ASCII format,Microstation 2D and 3D,and TIN files. A list of
benchmarks and project control coordinates will be included.
D. The Surveyor will locate and process up to 20 SUE test holes within the project limits.
E. The Surveyor will tie 2,640 linear feet of QL B utility markings.
Deliverables
The Surveyor shall provide:
A. ASCII point file,DGN flies,and/or DWG files as appropriate.
B. Prelif1i
inary set and final survey plats with metes and bounds descriptions for 11 parcels.
C. PDFe of each Surveyor's project fieldbook if requested.
Compensation
ROW and Additional Topo Surveying LUMP SUM FEE: $77,633.84
ASSUMPTIONS
The Surveyor shall iotify the client prior to performing the work if:
A. Sufficient boundary monumentation cannot be recovered to re-construct the existing alignments and
associated 'ght-of-way lines along the project corridor or that sufficient evidence for adjoining boundary
lines of affe ted properties cannot be recovered and utilized for preliminary boundary line reconstruction.
NOTE: It mc y become necessary for extending the survey limits beyond the properties in question to satisfy
the Texas Board of.Professional Engineers and Land Surveyors regulations pertaining to sufficient research
and investic,ation with regards to the reconstruction of the affected boundary lines. This may be due to
ambiguous seniority evidence or conflicting adjoining calls or descriptions that may not be located on the
ground.
B. Traffic Control can be managed by the Surveyor's personnel. If abnormal conditions or additional TC
apparatus it required,the Surveyor will notify the appropriate personnel prior to proceeding. There may be
additional costs contingent to this task.
C. The work is delayed due to weather,Right of Entry/access,or other circumstances beyond the Surveyor's
direct contr I.
Submitted:
I- AJ, .
Brenda Sies
Principal
Inland Geodetics, LLC
No Text
RA B A
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[Deliivery by Email: PhiliplFulton 2hdrinccoafl K S T N 111101. R
8100 Cameron Road,Suite B-150
Proposal No. PAA21-185-00 Aushn,TX 78754
October 4, 2021, (Revision No. 1) P 512.339.1745
F 512.339,6174
Mr. Philip A. Fulton, P.E. TBPE Firm F-3257
Senior Transportation Project Manager
HDR WWW.RKCI.COM
710 Hesters Crossing Road, Suite 150
Round Rock,Texas 78,681
RE: Proposal for Geotechnical Engineering Study
CR 112 Bridge at McNutt Creek Tributary No. I
Round Rock,Texas
Dear Mr, Fulton:
RABA KISTNER Consultants, Inc. (RKCI) is pleased to Submit this proposal for Geotechnical Engineering
Services for the above referenced project. The broad objectives of our study will be to determine soil
conditions at the site and to develop foundation design recommendations and construction guidelines for a
pair of bridges at County Road 112 crossing McNutt Creek Tributary No, 1 in Round Rock,Texas.Additionally,
rigid (concrete) pavements are being considered as an option for the roadway in general. Described in this
proposal are:
• our understanding of pertinent project characteristics;
• our proposed scope for field and laboratory study;
• our proposed scope for engineering evaluation and reporting;
• our tentative project schedule;and
• our estimated not-to-exceed study cost.
Project Description
Under consideration in this study is a pair of bridges located at County Road 112,at its crossing with McNutt
Creek Tributary No. 1 in Round Rock, Texas. The existing area consists of asphalt paved roads with open
grass-covered tracts of land on either side.The bridges have total spans on the order of 180 ft,and rnaximurn
pier loads on the order of 200 tons are anticipated.
Additionally, rigid (concrete)pavements are being considered for County Road 112 in general.
Field Study
To explore subsurface soil conditions at this site, RKCI recommends drilling 3 bridge borings as presented on
the attached preliminary Boring Location Map.The borings will be advanced to approximate depths of 50 ft
below the existing ground surface util'izi'ng a truick Mounted drilling rig.
Samples will be taken using conventional Shelby-tube,split-spoon,and auger cutting(grab sample)sampling
techniques.Additional field testing will include Texas Cone Penetrometer(TCP)testing at 5 ft intervals.The
borings will be located in the field utilizing a: recreation grade hand-held GP5 device. Our scope of service
does not include surveying in the boring location. The boreh6les will be backfilled with auger cuttings and
bentonite and then patched with asphalt,
CONSULTAN FS - ENVIRC)NmuV rAl. o PRO.I[CI MANAGEMIi.. MFRASTRLIC"I'(fl,"E
2
Proposal No. PAA21-185-00
October 4,2021(Revision No. 1)
Water level readings will be recorded for the open boreholes during drilling and at drilling completion. If
free water is encountered during drilling,the RKCI geologist will temporarily suspend drilling operations and
obtain water level measurements in the open borehole at 5-minute intervals over a 15-minute time period.
Water level measurements will also be recorded at completion of drilling prior to backfilling the boreholes
with the auger cuttings and spoils generated during the drilling operations.
Samples collected will be retained in our laboratory for 30 days after submittal of the final geotechnical
report.
Laboratory Testing
Upon completion of the subsurface exploration, a testing program will be designed to define the strength
and classification characteristics of the subgrade soils. The laboratory testing program is anticipated to
include moisture content tests, Atterberg Limits (plasticity) tests, and grain size analyses. However, the
actual type and number of laboratory tests will be based on the subsurface conditions encountered in the
borings.The laboratory testing will be performed in general accordance with applicable ASTM standards.
Engineering Report
The results of the field and laboratory phases of the study will be reviewed by our staff of engineers and
geologists. The results of our review, together with the supporting field and laboratory data, will be
presented in a written,engineering report. The Geotechnical Engineering Report will include the following
information and recommendations, if applicable:
• A boring location map and boring logs;
• A summary of the field and laboratory sampling and testing program,
• A summary of the laboratory test results;
• A review of general site conditions including descriptions of the site, the subsurface stratigraphy,
groundwater conditions,and the presence and condition of fill materials,if encountered.
• Foundation design recommendations,including:
- seismic site class parameters;
- expansive,soil-related movements using an empirical method for predicting
Potential Vertical Rise(PVR)developed by the Texas Department of Transportation;
- allowable side shear and end bearing resistance for deep foundations;
- allowable uplift resistance for deep foundations;and
- lateral LPile design parameters;
• Foundation construction considerations,including:
- site drainage;
- site preparation;
- embankment fill material specifications;
- deep foundation excavations;
- excavation considerations;and
- fill placement compaction.
RABAKISTNER
3
Proposal No. AA21-185-00
October 4,20 Z1(Revision No. 1)
Rigid pavement component thickness recommendations for the roadway, in accordance with the
City o Round Rock Transportation Criteria Manual.
Our scope of v iork does not include a geologic fault study nor does it include conducting test pits at the site.
Neither does t include global slope stability for embankments or walls. Site grading plans can result in
changes in the subgrade conditions and alter foundation design recommendations. Final site grading plans
will be helpful information in the preparation of our foundation engineering recommendations.
The final report will be produced in a digital PDF and delivered via email.
Tentative Pro ect Schedule
Based on our present workload and weather permitting, we anticipate that we could begin the field
exploration p ase of this study within 4 to 6 working days of receiving your written authorization(assuming
right of way p rmissions are given for a boring drilled in the roadway),provided the site is accessible to our
truck-mounte drill rig and the Client has supplied us with available information regarding existing utilities
and below grade structures on site(if any). The field exploration and laboratory testing phase of the study
is expected to take approximately 5 to 7 working days to complete.Engineering analyses and preparation of
the engineering report is expected to take an additional two to three weeks to complete,for an approximate
project delive able of approximately four to five weeks from authorization. We will be pleased to provide
the design tem with verbal design information as the data becomes available, once drilling has been
completed.
Project Cost
The total cost or the study scope outlined herein is not to exceed$15,888.61.
Should unusual soil conditions be encountered in the field that indicates the desirability of significantly
broadening the scope of the study,we will contact you to receive authorization before proceeding with any
additional work. Additional services will be billed on a unit basis in accordance with our standard fees as
indicated on t e attached Schedule of Fees for Professional Services.
if available, we request that the Client provide RKCI with a recent plat of the project site, a drawing
illustrating exi ting and proposed construction locations,and preliminary site grading plans prior to the start
of our field ex 4oration services. Also,it is our understanding that the Client will provide access to all boring
locations for a conventional,truck-mounted drilling rig and that the Client will provide underground utility
clearance. RKCI will assist in locating underground utilities, provided the Client submits documentation of
existing utility ocations. RKCI will take all precautions to prevent damage to property;however,RKCI cannot
be responsible for tire rutting,or damage of landscaping.
It should ben ted that our study scope and project cost does not include professional time and travel
expenses for participation in design team meetings. Furthermore, our estimate does not include
professional time for plan review to determine whether the drawings comply with the intent of the
geotechnical recommendations.
RABAKISTNER
4
Proposal No. PAA21-185-00
October 4,2021(Revision No. 1)
Acceptance
We appreciate the opportunity of submitting this contract and look forward to working with you in the
development of this project, which will be carried out in accordance with this letter and the following
attachments:
Attachment Description
I Standard Terms and Conditions
II Schedule of Fees
Please return one signed copy of this letter proposal to provide written authorization for our firm to
complete work on the services outlined herein. Our invoices are due and payable upon receipt at P.O. Box
971037,Dallas,Texas 75397-1037.
RKCI considers the data and information contained in this proposal to be proprietary. This statement of
qualifications and any information contained herein shall not be disclosed and shall not be duplicated or
used in whole or in part of any purpose other than to evaluate this proposal.
Very truly yours,
RABA KISTNER CONSULTANTS,INC. Accepted
By:
�J�' Signature
?Vice
nne Garcia Thomas,,P.E. �P
President
Typed or Printed Name
A02� /
Richard T.ShimonoC,P. .
Project Engineer
RTS/YGT:jg Title
Attachments I&II
Copies Submitted:Above(1)
Date
RABAKISTNER
Proposal No.PAA21-1 5-00 Attachment I
October 4,2021
L
RABA
KISTNER
STANDARD TERMS AND CONDITIONS
1. DEFINITIONS. the location of all underground utilities and other structures in the
vicinity of RK borings or excavations. RK will not accept responsibility
1.1 RK. Raba Kistn r,Inc.,and/or one of Its subsidiaries and will not be liable for affecting or damaging any underground
(Project Control of Texas,Inc.or PC Sports,Inc.)that is utility,underground storage tank,or other subsurface condition not
being engaged to provide the services to CLIENT in previously identified and located, or improperly located, by the
connection with the delivery of the proposal to which CLIENT,a utility,or a utility locating agency.
these Standard rerms and Conditions relate.
4. SITE ACCESS AND SITE SAFETY. CLIENT shall provide right-of-entry to
1.2 CLIENT. Perso ,entity or organization for which RK is the buildings and sites which are the subjects of RK's services.CLIENT
rendering services regarding the Project. represents that it possesses authority for such right-of-entry and that
the building/site operator(s) possess the necessary permits and
1.3 PROJECT. The activity,venture,plan,building,site or licenses for current activities at the site. RK shall be responsible for
investigation for which CLIENT has engaged RK to supervision and site safety measures of its own employees and
provide professional services. subconsultants,but shall not be responsible for the supervision or
health and safety precautions of any other parties,including CLIENT,
1.4 CONTRACTOR. Person,entity or organization providing CLIENT's contractors,subcontractors,or other parties present at the
construction se vices, including labor and material for site.
the Project.
5. SUBSURFACE EXPLORATIONS.Subsurface Conditions throughout the
1.5 SERVICES.The rofessionai services to be performed by site may vary from those depicted on logs of discrete borings,test
RK as set forth n the proposal or Agreement to which pits,or other exploratory services.CLIENT understands RK's layout of
the Standard Te ms and Conditions are attached. boring and test locations is approximate and that RK may deviate a
reasonable distance from those locations. RK will take reasonable
1.6 AGREEMENT. K's proposal accepted by CLIENT and precautions to reduce damage to the site when performing services;
these Standarc Terms and Conditions which are however,CLIENT accepts that Invasive services such as drilling,or
incorporated in and made a part of the Agreement. sampling may damage or alter the site. Site restoration is not
provided unless specifically included in the scope of services.
2. SERVICES. RK Is being engaged by the CLIENT to render
professional se ices ("Services") involving only RK's 6. CHANGED CONDITIONS. If, during the term of this Agreement,
advice,judgmert and opinion. RK may subcontract all or circumstances or conditions that were not originally contemplated by
a portion of the Services performed hereunder. RK shall or known to RK are uncovered or revealed,to the extent that they
apply professioi al judgment in determining the extent affect the scope of services,compensation,schedule,allocation of
to which RK can plies with any given standard identified risks or other material terms of this Agreement, RK may require
in RK's Instrum nts of professional services. CLIENT renegotiation of appropriate portions of this Agreement. RK shall
expressly ackno ledges that RK makes no warranties or notify the CLIENT of the changed conditions necessitating
guarantees, eNpressed or implied, regarding the renegotiation,and RK and the CLIENT shall promptly and in good faith
Services. attempt to renegotiate the terms of the agreement affected by the
changed conditions. If changes cannot be agreed to with respect to
3. INFORMATION PROVIDED BY CLIENT. CLIENT may the changed conditions, the parties shall utilize the Dispute
provide or direct RK to utilize or rely upon certain Resolution/Litigation procedures in this Agreement.
information("C TENT Information")in the performance
of RK's services RK shall be entitled to rely upon such 7. TESTING AND OBSERVATIONS. CLIENT understands that testing and
CLIENT Information.RK will not conduct an independent observation are discrete sampling procedures, and that such
evaluation of the accuracy or completeness of such procedures indicate conditions only at the depths, locations, and
CLIENT Informa on and shall not be responsible for any times the procedures were performed. RK will provide test results
errors or omissi ns in such information. RK's report,as and opinions based on tests and field observations only for the work
well as any reco mendatlons,findings,and conclusions tested. CLIENT understands that testing and observation are not
made by RK, are dependent on information received continuous or exhaustive and are conducted to reduce — not
from CLIENT. Changes or modifications to the eliminate—project risk. CLIENT agrees to the level or amount of
information pr vided by CLIENT can affect RK's testing performed and the associated risk. CLIENT is responsible
evaluation,reco mendatlons,findings and conclusions, (even if CLIENT delegates such responsibility to Contractor) for
and CLIENT a rees—as a material term of this notifying and scheduling RK to perform these services. RK shall not
Agreement—to notify RK immediately, in writing, if be responsible for the quality and completeness of contractor's work
CLIENT becomes aware of any such changes or or Contractor's adherence to the project plans,specifications and
modifications, i icluding changes to the size, scope, other related documents. RK's performance of testing and
location, or other material characteristics of CLIENT's observation services shall not relieve Contractor in any way from
project. The CL ENT shall be responsible for providing responsibility for defects discovered in Contractor's work or create a
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Proposal No.PAA21-185-00 Attachment I
October 4,2021
warranty or guarantee on the part of RK. CLIENT or a cause of action in the favor of any third party against either RK
acknowledges that RK will not supervise or direct the or CLIENT. If CLIENT provides a copy of any report prepared by RK to
work performed by Contractor or its subcontractors and others,it shalt advise the recipient that the information contained in
is not responsible for their means and methods. the report is provided for information only and is not to be relied
upon by third parties.
8. ESTIMATE OF FEES FOR SERVICES. If included as part of
RK's proposal,RK will,to the best of its ability,perform 12. LEER PROJECTS. Unless specifically addressed elsewhere in this
the scope of services within the proposed fee estimate agreement, RK has no responsibility or liability, including duty to
provided by RK. RK's proposal fees are based upon an defend or duty to indemnify,any party(including but not limited to
estimate of the services required to meet the CLIENT, owner,owner's agents, architects,engineers, contractors,
specifications for the project and following generally construction managers, subcontractors) for the LEED certification
accepted engineering practices.The CLIENT recognizes process including: developing, producing, or retaining any
that unforeseen circumstances along with changes in documentation relating to the calculation of LEED points; and
scope and project/contractor's schedules can influence attainment of LEED certification points or LEED ratings.
the successful completion of the scope of services within
the estimated proposed fees. Because Contractor has 13. STANDARD OF CARE. RK shall perform its professional services in
sole control over the project and determines the means accordance with the standard of care and diligence normally
and methods used to build/construct the project,RK's practiced by professional firms in performing services of a similar
service fees are estimates and not lump sum or nature, in the same locality, under similar circumstances. CLIENT
guaranteed maximum fees. The CLIENT is fully expressly acknowledges that RK makes no other warranties or
responsible for payment for all services provided, guarantees,expressed or implied,regarding its professional services
including retests of areas or samples that failed to meet or its work product.
Project specifications.The Estimate of Fees is valid for a
period of 60 days after RK's proposal is submitted to 14. RISK ALLOCATION. RK will be responsible only for its own work,and
CLIENT.If RK's proposal is not accepted by CLIENT within that of its sub-consultants,and not for defects in the work designed
60 days after it is submitted to CLIENT,RK may modify or built by others.
the Estimate of Fees.
15. LIMITATION OF LIABILITY. CLIENT AND RK HAVE EVALUATED THE
9. REPORTS. RK may provide CLIENT with written reports RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT,INCLUDING
in connection with the Services performed.Such reports RK'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO
will present such findings and conclusions as RK may ALLOCATE CERTAIN OF THE RISKS SO, TO THE FULLEST EXTENT
reasonably make with the information gathered while PERMITTED BY LAW,THE TOTAL AGGREGATE LIABILITY OF RK(AND
performing its services and provided by CLIENT. The ITS RELATED ENTITIES, EMPLOYEES, OWNERS, AGENTS, AND
reports may be copied for inclusion in other documents REPRESENTATIVES) TO CLIENT (AND THIRD PARTIES GRANTED
related to the project provided they are reproduced in RELIANCE ON RK'S WORK PRODUCT, OR OTHERWISE SEEKING
their entirety.Reports and other instruments of service RECOVERY UNDER THIS AGREEMENT)IS LIMITED TO THE GREATER
are prepared for,and made available for,the sole use of OF$100,OOOORTHE FEE PAIDRK UNDER THIS AGREEMENT,FORANY
the CLIENT,and the contents thereof may not be used or AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES
relied upon by others without the express written (INCLUDING ATTORNEY AND EXPERT FEES)ARISING OUT OF RK'S
authorization of RK. Any unauthorized use or SERVICES OR THIS AGREEMENT REGARDLESS OF CAUSE(S)OR THE
distribution of RK's reports shall be at the CLIENT's sole THEORY OF LIABILITY.
risk and without liability to RK.
16. CONSEQUENTIAL DAMAGES. Neither CLIENT nor RK will be liable to
10. TOXIC AND HAZARDOUS MATERIALS. CLIENT shall the other for any special,consequential,indirect,incidental or penal
provide RK with all information within CLIENT's losses or damages of any kind,nor will CLIENT or RK be liable to the
possession or knowledge related to the potential or other for losses, damages, or claims, regardless of how defined,
presence of toxic or hazardous materials or pollutants at related to: lost profits; unavailability of property or facilities;
the Project site. CLIENT agrees that RK neither created shutdowns or service interruptions;loss of use,revenue,opportunity,
nor contributed to the creation or existence of any toxic or inventory;use charges,carrying costs,cost of substitute facilities,
or hazardous materials or pollutants. in no event shall goods,or services;cost of capital,or claims of any other party and/or
RK be required to sign a hazardous waste manifest or its customers.
take ownership of any toxic or hazardous materials or
pollutants. If unanticipated toxic or hazardous materials 17. SUSPENSION OF SERVICES. If CLIENT fails to make payments when
or pollutants are encountered while RK is performing its due or otherwise is in breach of this Agreement,RK may suspend
services,RK reserves the right to stop field operations performance of services upon seven (7) calendar days' notice to
and notify CLIENT and CLIENT assumes responsibility to CLIENT. RK shall have no liability whatsoever to CLIENT for any costs
notify appropriate regulatory agencies. RK and CLIENT or damages as a result of such suspension. Upon payment in full by
must mutually agree to remobilize. CLIENT,RK may resume services under this Agreement,and the time
schedule and compensation shall be equitably adjusted to
11. NO THIRD-PARTY BENEFICIARIES. The services and any compensate for the period of suspension plus any other reasonable
report(s)prepared under this Agreement are for the sole time and expense necessary for RK to resume performance. Payment
benefit and sole use of CLIENT and are not for the use of of invoices shall not be subject to any discounts or set-offs by CLIENT
any other party or person. Only CLIENT may rely upon unless agreed to in writing by RK. Payment to RK for services
the services and any report or work product.Nothing in rendered and expenses incurred will be due and payable regardless
this Agreement, or any subsequent amendments or of any subsequent suspension or termination of this Agreement by
modifications, or in any report issued under this either party.CLIENT shall not make any changes to RK's banking and
Agreement,shall create a contractual relationship with deposit information or payment instructions unless CLIENT
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RABAKISTNER
Proposal No.PAA 21-1 5-00 Attachment I
October 4,2021
communicates the requested changes to RK orally and in DAMAGES, LOSSES, AND EXPENSES (INCLUDING REASONABLE
writing and obtains written confirmation from an RK ATTORNEYS'FEES,DEFENSE COSTS,AND COURT COSTS)ARISING
officer that the requested changes are legitimate and FROM,OR ALLEGEDLY ARISING FROM,OR IN ANY WAY CONNECTED
authorized by RK.If CLIENT makes a payment to a third WITH, THE UNAUTHORIZED REUSE OR MODIFICATION OF THE
party instead ofto RK based on an unauthorized request DOCUMENTS BY CLIENT OR ANY PERSON OR ENTITY THAT
to CLIENT for a change to RK's banking and deposit ACQUIRES OR OBTAINS THE DOCUMENTS FROM OR THROUGH
information or payment instructions and without CLIENT WITHOUT THE WRITTEN AUTHORIZATION OF RK
obtaining written Confirmation of the change from RK, REGARDLESS OF WHETHER SUCH CLAIMS,DEMANDS,OR ACTIONS
CLIENT will remain liable to RK for payment of the ARE FOUNDED IN WHOLE OR IN PART UPON ALLEGED NEGLIGENCE
amount of thenauthonzed payment. OF RK,ITS OFFICERS,DIRECTORS,EMPLOYEES,OR CONSULTANTS.
18. WAIVER OF SU ROGATION. To the extent damages are Parties other than CLIENT and RK may apply to use an instrument,
covered by pro aerty insurance,or any other available using a form prepared by RK for that purpose. Others' use of an
Insurance cove age, CLIENT and RK waive all rights instrument shall be permitted only when CLIENT and RK both so agree;
against each other and against the contractors, either shall have the right to forbid use by others.In addition,RK shall
consultants, ag nts and employees of the other for make its permission contingent upon the satisfaction of certain
damages. CLIE 4T agrees that CLIENT shall procure or conditions when,In RK's professional judgment,such a contingency is
cause to be procured builder's risk insurance or other necessary.
property insurai ice for its project. RK and CLIENT waive
all rights againsi each other and any of their consultants, 20. DISPUTE RESOLUTIONILITIGATION. All claims,disputes, and other
contractors,sub contractors,sub-subcontractors,agents, controversies between RK and CLIENT arising out of,or in any way
and employees for damages caused by fire,flood, or related to, the services provided by RK shall be submitted to
other causes of oss to the extent covered byCLI ENT's or mediation,before and as a condition precedent to,other remedies
CLIENT's Contr ctor's builder's risk insurance,or other provided by law. Any litigation related to the Agreement or RK's
available insura ice coverage. The policies shall provide performance of its professional services shall be commenced in a court
waivers of subi Dgation by endorsement or otherwise. in Bexar County,Texas. CLIENT consents to personal jurisdiction in
CLIENT shall r quire of its contractors, consultants, the State of Texas and agrees that venue of any litigation shall be in
agents and emr oyees similar waivers in favor of RK and Bexar County, the county where RK's principal place of business is
its subconsulta its. A waiver of subrogation shall be located.CLIENT waives any objection to personal jurisdiction in Texas
effective as to a person or entity even though that or to venue in Bexar County.The prevailing party in such litigation will
person or entity would otherwise have a duty of be entitled to recover all court costs,attorneys'fees,and other legally
Indemnification, contractual or otherwise,did not pay recoverable claim-related expenses. As a condition precedent to
the insurance premium directly or indirectly, and mediation and/or litigation related to any claim arising out of the
whether or not the person or entity had an Insurable services provided under this Agreement,CLIENT shall obtain a written
Interest in the property damaged, affidavit from a registered,independent,and reputable professional
engineer describing any error, omission or other act by RK that
19. OWNERSHIP OF DOCUMENTS. RK's reports,drawings, allegedly failed to comply with the professional standard of care
plans, specifications, and other documents and applicable to RK's performance of services and provide such affidavit
deliverables are instruments of professional service to RK. The affidavit shall comply with the requirements of Texas Civil
("Instruments of Service") developed by RK in Practice&Remedies Cade Chapter 150.
contemplation of a wide array of project-specific
variables,includ ng how the documents will be used and 21. TERMINATION OF CONTRACT. CLIENT and RK may terminate RK's
by whom.RK s all be the author,owner and custodian services at any time upon ten(10)calendar days'written notice. In
of the Instru ents of Service, and shall retain all the event of termination,CLIENT agrees to fully compensate RK for
common law, tatutory, and other reserved rights, services performed including reimbursable expenses through the
including copyri ht. By execution of this Agreement,RK termination date,as well as reasonable demobilization expenses. RK
grants to CUEN a limited,nonexclusive license to use will terminate its services without waiving any claims against or
the Instruments of Service for purposes of constructing, incurring any liability to CLIENT.
using,and maini ainingthe project for which the services
are performed, provided CLIENT substantially performs 22. STATUTE OF LIMITATIONS. Any applicable statute of limitations will
its obligations, ncluding prompt payment of all sums commence to run and any cause of action shall be deemed to have
when due,and this agreement. accrued not later than the earlier of the following:(1)the date of the
report issued by RK giving rise to the cause of action;(2)the date on
Upon completio i of the services,and payment in full of which RK issues its last report under this Agreement;or(3)if RK is
all monies due I K,CLIENT may retain copies of all such retained to perform construction observation,the date of substantial
documents. THE INSTRUMENTS OF SERVICE ARE NOT completion of the project.
INTENDED NOF REPRESENTED TO BE SUITABLE FOR
REUSE ON EXTENSIONS, MODIFICATIONS, OR 23. FORCE MAJEURE. Neither party shall be liable in damages or have
ADAPTATIONS OF THE PROJECT, OR ANY OTHER the right to terminate this Agreement for any delay or default in
PROJECT.ANY I ELISE OF SUCH DOCUMENTS,WITHOUT performing hereunder if such delay or default is caused by conditions
WRITTEN VERII ICATION OR ADAPTATION BY RK FOR beyond its control ("Force Majeure") including, but not limited to
THE SPECIFIC Pt RPOSE INTENDED,WILL BE ATCUENT'S Acts of God, Government restrictions (including the denial or
SOLE RISK WIT OUT LIABILITY OR LEGAL EXPOSURE TO cancellation of any export or other necessary license), wars,
RK. CLIENT i GREES, TO THE FULLEST EXTENT insurrections and/or any other cause beyond the reasonable control
PERMITTED BY LAW, TO INDEMNIFY, DEFEND, AND of the party whose performance is affected. Force Majeure may not
HOLD HARMU SS RK, ITS OFFICERS, DIRECTORS, be claimed as a cause for delay in payment of money due and payable
EMPLOYEES,AN D CONSULTANTS AGAINST ALL CLAIMS, hereunder.
Page 3 of 4
legal\A5954\397228\48 9-8923-4614.v3-9/24/20 ADMI00
RABAKISTNER
Proposal No.PAA21-185-00 Attachment I
October 4,2021
24. NO ASSIGNMENT. Neither RK nor CLIENT shall assign or
transfer its interest in this Agreement without the
express written consent of the other.
25. SEVERABILITY. Each provision of this Agreement is
Intended to be severable. If any terms or provisions of
this agreement shall be held to be invalid, illegal, or
unenforceable for any reason whatsoever,the validity,
legality,and enforceability of the remaining provisions
hereof shall remain in full force and effect and shall not
in any way be affected or impaired thereby. Moreover,
to the maximum extent allowed by law, the Parties
hereto stipulate that any offending provisions will be
modified or altered, as necessary, so as to give such
provisions the maximum permissible effect and
application Intended.
26. ENTIRE AGREEMENT. This Agreement, and all of its
attachments, constitutes the entire, integrated
Agreement between the Parties to it, and this
Agreement supersedes all other Agreements, oral or
written between the Parties,concerning the subject set
forth in this Agreement. This Agreement may not be
amended except in writing,with that amendment being
signed by both Parties.
Page 4 of 4
Legal\A5954\397228\4819-8923-4614.v3-9/24/20 ADM100
R A B A K I S T N E R
Proposal No. I'AA21-185-00 Attachment 11
October 4,2021
RABA
4 KISTNER
SCHEDULE OF FEES FOR PROFESSIONAL SERVICES
PERSONNEL: Principal............................................................................$135 to $250/hour
Professional.......................................................................$70 to $200/hour
Auto Cad Operator.................................................$65 to $110/hour
Technical/Clerical/Administrative......................................$40 to $80/hour
The specific hourly rate within each classification listed above depends on the experience,
special training, and qualifications of the personnel needed for the project. For projects
requiring work at any hazardous waste site, there will be a $10 per hour surcharge added
to the normal billing rate for all personnel. Consultants to Raba Kistner,(RK) will be
charged according to their professional classification.
EXPENSES: Use of company automobiles will be charged at $1.00 per mile. Automobiles and light
trucks assigned to field sites will be charged at $70.00 per day, plus $1.00 per mile over
50 miles per day. Copies will be charged at$0.25 per page.
Other project specific charges for use of RK equipment or for RK testing will be in
accordance with established fee schedules. All other project specific, third-party costs will
be charged at cost plus 15 percent.
Invoices will be submitted monthly for work in progress in our standard format They are
due and payable upon receipt and become past due 30 days after the billing date. Past
due invoices may be subject to late charges at the rate of 1-1/2 percent per month
(18 percent per annum). In the event that the State of Texas legislates a sales tax on
Professional Services, the amount of the tax will be PAYMENT added to the appropriate
service rate charged. Our invoices are due and payable upon receipt at P.O. Box 971037,
Dallas,Texas 75397-1037.
Preparation of non-standard invoice will be charged on a time and materials basis in
accordance with the rates in this fee schedule.
CONDITIONS: Services will be performed in accordance with our Standard Terms and Conditions.
The proposal to which this schedule is an attachment is valid for 90 days from the date of
the proposal.
Page 1 of 1
ADM101 02108/2012
RABAKISTNER
ADDENDUM TO EXBJBiT C
Work Schedule
Attached Behind This Page
CoRR CR 112 Exhibit C -Work Schedule HDR Engineering,Inc.
From: 300`EAST OF CR 117 to CR 110 22-Dec-21 16:05
Activity ID Activity Name Duration I Start I Finish Tota[ 2022
goat Jan Feb I Mar I Apr I May Jun I Jul I AugSep Oct
CR 112 FAST Edtt C-ME Design SchwMe 190 17-1an-22 07-Oct-22 0
I.Aied _ 161 17-Jan-22 29-Aug-22 19 _. _ -...- 29-Aug-22,I. Projec
PM1000 CR 112 Notice to Proceed PS&E 0 17-Jan-22 0
PM1010 Utility Coordination 100 17-Jan-22 03-Jun-22 39
PM1020 Right of Way Acquisition 80 14-Mar-22 01-Jul-22 19
u.ao Percent Design Phase 15 17-Jan-22 04-Feb-22 0 ^04-Feb-22, I. 30 Percent Design Phase
DES1010 Review 30%Design with CoRR&Address Comments 15 17-Jan-22 04-Feb-22 0
111.60 Percent Design Phew 123 17-Jan-22 06-Jul-22 0
06-Jul-22,111. 60 Pen ant Design Phase
DES1020 60%Plans 40 17-Jan-22 11-Mar-22 0
DES1030 60%Submittal 1 14-Mar--22 14-Mar-22 0
DES1040 60%City of RR Review 15 15-Mar-22 04-Apr--22 0
DES1045 FEMA Review-90%H&H(Allow 90 Days) 67 05-Apr-22 06-Jul-22 0
IV go PeMM Design Phew 61 05-Apr-22 28-Jun-22 22 6-Jun-22,IV. 90 Percei I Design Phase
DES1050 901A Plans 40 05-Apr-22 30-May-22 22
DES1060 90%Submnittal 1 31-May-22 31-May-22 22
DES1070 90%City of RR Review 20 01-Jun-22 28-Jun-22 22
V mg p&Mt Msigr Phew 70 04-Jul-22 07-00-22 0 07-0
DES1080 100%ME Padmge 25 04-Jul-22 05-Aug-22 19
DES1085 FEMA Address Comments-Final Review(90 Days) 67 07-Jul-22 07-Oct-22 0
DES1090 100%Submittal 1 08-Aug-22 08-Aug-22 19
DES1100 100%City of RR Review 15 09-Aug-22 29-Aug-22 19
DES1110 Final Comments,Sign&Seat Plans and Bid Docs 10 3D-Aug-22 12-Sep-22 19
Remaining Level of Effort 1immmmW Summary Page 1 of 1 TASK filter:All Activities
Actual Level of Effort CR 112 EAST Exhibit C-PSE Design Schedule
Actual Work Classic WBS Layout-CR112-pfulton
D Remaining Work
Critical Remaining Work
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind This Page
EKHIBIT D
Project:CR 112 from CR 117 to CR 110 SUPPLEMENTAL NO.1
Fee Schedule-Lump Sum
Firm Provider:HDR Engineering,Inc.
Hours for the Classifications
Work Task Sr.Project Senior Project Design Engineer Sr.Design CADD Admin/ Sr Structural Structural TOTAL Total
Manager Engineer Engineer Engineer inTralning Technician TecMidan clerical Engineer Engineer HOURS Amount
TASK 1 Project Management
Coordination with City 60 12 72 $18,120.00
invoicing,Progress Reporting,and Schedule Updates 12 18 30 4,224.00
Subconsultent Coordination,Deliverables Review 24 24 48 $11,376.00
Coordination with RPS(tie-in at CR 117) 12 8 1 1 20 $4,829.00
QA/QC 12 10 22 $3,728.00
SUBTOTAL PROJECT MANAGEMENT 120 44 0 0 0 0 0 28 0 0 192 $42,276.00
TASK 0 Roadway Design
Title Sheet 2 2 $194.00
Index of Sheets 4 2 6 $634.00
Typical Sections 2 8 8 18 $2,086.00
Project Layout 8 8 16 $1,656.00
Horizontal Alignment Data Sheets 4 4 a $828.00
Roadway Plan&Profile Sheets 5 16 16 40 36 113 $13,767.00
Intersection Layouts-Cross Streets 5 16 16 40 36 113 $13,767.00
Driveway Layouts 2 16 16 34 $3,742.00
Removal Layouts 4 16 16 36 $3,972.00
Pedestrian and Bicycle Facilities 4 16 16 36 $3,972.00
Roadway Cross Sections 4 4 BO 88 $12,640.00
Miscellaneous Roadway Detail Sheets 4 16 16 36 $3,972.00
Quantity Summary Sheets 4 16 16 36 $3,972.00
Standards Selection 4 4 $388.00
SUBTOTAL ROADWAY DESIGN 0 is 52 80 136 80 180 0 0 0 546 $65,590.00
TASK III Update Drainage Design
Hydrology
Modify Runoff calculations for Design Storms 1 4 5 $771.00
Develop Internal Areas for Ditches 1 4 5 $771.00
Storm Drains
Coordinate Design with Utilities,Traffic,and Stm Swr 1 4 4 9 $1,251.00
Analyze Outfall Impacts 1 4 4 9 $1,2$1.00
Determine trench protection andspecial shoring 1 4 4 9 $1,251.00
Cross-Drainage Structures
Design and analyze Culverts 4 Structures 4 4 4 12 $1,896.00
Determine Culvert TCP Phasing 4 4 4 12 $1,896.00
_Design Inlet and Outlet Erosion Protection 4 4 4 12 $1,896.00
Page 1 of 6
EXHIBIT D
Project:CR 112 from CR 117 to CR 110 SUPPLEMENTAL NO.1
Fee Schedule-Lump Sum
Firm Provider.HDR Engineering,Inc.
Hours for the dasstfiwtions
Work task Sr.Project Senior Project Design Engineer Sr.Design CADD Admin( Sr Structural Structural TOTAL Total
Manager Engineer Engineer Engineer in Training Technician Tedmidan Clerical Engineer Engineer HOURS Amount
Plan Sheets for Drainage Design
Hydrologic Data Sheets 1 4 10 30 4 29 $3,853.00
Hydraulic Data Sheets 1 4 10 30 4 29 $3,853.00
Two CLO Rs:JFees
Paid by CORR
Per are FEMA Submittal at 901%Level for First Review 20 60 30 110 $16,240.00
Address Comments&Prepare FEMA Submittal at 100% 20 60 30 110 $16,240.00
Storm Drain Plan&Profile 1 10 20 20 20 71 $8,985.00
Misc Drainage Detail Sheets 1 4 4 4 4 17 $2,299.00
Scour Calculations and Sheets 10 10 20 $2,850.00
Standards Selection 2 2 4 $472.00
Trench Protection and Special Shoring Details 1 4 4 4 4 17 $2,299.00
Update Drainage Report at 90%and 100% 4 20 24 $4,160.00
SUBTOTAL DRAINAGE 0 66 56 202 0 142 38 0 0 0 504 $72,234.00
TASK IV Sighing,Pavement Marldngs,0&OM(Permanent)
Small Signing
Small Signing Layouts 1 1 16 16 34 $3,692.00
Small Sign Details(Street Name Signs) 1 1 10 10 10 32 $3,650.00
Quantity Summary Sheets 1 1 5 5 12 $1,415.00
Select Standards 2 2 $194.00
Pavement Markings
Pavement Marking Layouts 1 1 16 16 34 $3,692.00
Quantity Summary Sheets 1 1 10 8 20 $2,256.00
Select Standards 2 2 $194.00
SUBTOTAL SIGNING,PAWT MRK,D&OM 0 5 S 0 57 10 59 0 0 0 136 $15,093.00
TASK V Traffic Control Plan
TCP Overall Phasing Plan(3 Phases) 4 8 12 24 $2,704.00
TCP Narrative&Notes 5 8 16 29 $3,257.00
TCP Typical Sections 8 16 16 40 $4,632.00
TCP Phasing Layouts 10 40 50 40 140 $15,930.00
TCP Culvert Phasing Layouts 4 4 8 4 20 $2,448.00
Quantity Summary Sheets 2 2 2 6 $654.00
Standards Selection 2 2 $194.00
SUBTOTAL TRAFFIC CONTROL PLAN 0 0 31 0 78 60 92 0 0 0 261 $29,819.00
TASK VI IBumtinadon
Illumination Layouts 2 40 42 $5,230.00
Photometric Analysis 6 60 66 $8,490.00
Circuit Diagrams 4 40 44 $5,660.00
Electrical Details 4 24 28 $3,740.00
Electric Service Coordination 4 4 8 $1,340.00
Quantity Summary Sheets 4 8 12 $1,820.00
Standards Selection 2 2 $240.00
SUBTOTAL ILLUMINATION 0 24 0 0 0 178 0 0 0 0 202 $26,520.00
Page 2 of 6
EXHIBIT 0
Project:CR 112 from CR 117 to CR 110 SUPPLEMENTAL NO.1
Fee Schedule-Lump Sum
Firm Provider.HDR Engineering,Inc.
Hours for the Classificatlons
Work Task 5r.Project Senior Project Design Engineer Sr.Design C.ADD Admin/ Sr Structural Structural TOTAL Total
Manager Engineer Engineer Engineer In Training Technician Technlclan Clerical Engineer Engineer HOURS Amount
TASK VII Stormwater Pollution Preventhm Plans(SW3P)
SW3P Narrative Sheet _ 4 4 $440.00
Prepare SW3P Plans,Erosion Control 40 60 100 $10,220.00
Standards Selection 2 2 $194.00
SU8T0TALSW3P 0 0 0 1 0 44 0 62 0 0 0 106 $10,854.00
Bridgeman
TASKVIII E8 and WB CR 112 at McNutt GeekTilts 1
2 Bridges at 3 Spans Each
Bridge Layouts,Bearing Seats,Quantities Development 8 30 20 40 98 $18,232.00
Design/Detail Abutments 50 10 40 1 100 $15,840.00
Design/Detail Bents 1 30 1 10 30 70 $11,660.00
Bore Log Sheets/Drill Shaft Calculations 20 10 20 50 $8,680.00
Framing Plan Details 20 10 20 50 $8,680,00
Prestressed Girder Unit Calculations/Details 40 10 30 80 $12,860.00
IGND 8 10 20 38 $7,240.00
Standards Modifications 8 4 8 20 $3,472.00
QC Structural Deliverables-60%,90%,Final 8 40 48 $12,952.00
SUBTOTAL BRIDGE DESIGN 16 0 0 0 0 206 0 0 124 208 SS4 $99,616.00
TASK DL PS&E Preparatbm
General Notes(60%90%,100%Submittals) 8 8 $2,072.00
Specifications(60%,90Y,100%Submittals) 8 8 $2,072.00
Plans and Estimates(60%,90%,100%Submittals) 8 8 10 20 40 40 126 $17,422.00
Contract Time Determination(Construction Schedule) 8 8 $2,072.00
Constructability Review at 90% 4 4 $1,036.00
,QA/QC Reviews(All Submittals) 12 32 44 $9,988.00
SUBTOTAL PS&E PREPARATION 48 40 10 20 40 40 0 0 0 0 198 $34,662.00
TASK Utility Coordination
Update Existing Utility Exhibits 2 4 4 4 14 $1,918.00
Update Utility Conflict(Tracking)List 4 8 8 8 28 $3,836.00
Utility Conflict Identification and Resolution 4 8 8 8 28 $3,836.00
Site Visit and Attend Utility Workshop 2 4 4 4 14 $1,918.00
Prepare and Attend Utility Meetings with Utility Owners 4 8 8 8 28 $3,836.00
Prepare and Attend Utility Coordination Meetings 4 8 8 8 28 $3,836.00
Review Utility's Proposed Adjustment,Estimates,Schedules 4 8 8 8 28 $3,836.00
and Evaluate Alternatives
Prepare Proposed Utility Layouts 4 8 8 8 28 $3,836.00
SUBTOTAL UTILITY COORDINATION 0 28 56 0 56 0 56 0 0 0 196 $26,852.00
TASK XI Bid Phase Services
Prepare Project Manual(bid Documents) 4 8 12 $2,356.00
Prepare for and Attend Pre-Bid Meeting(1) 4 8 12 $2,356.00
Address Contractor Questions 4 8 12 $2,356.00
Prepare Addendum(up to 2) 4 8 1 12 1 $2,356.00
Attend Bid Opening(1) i 22 1 $518.00
Prepare Bid Tabulation and Award Recommendation I 1 4 5 $919.00
SUBTOTAL BID PHASE SVCS 19 0 36 0 0 0 0 0 0 0 55 $10,861.00
Page 3 of 6
EXHIBIT D
Project:CR 112 from CR 117 to CR 110 SUPPLEMENTAL NO.1
Fee Schedule-Lump Sum
Firm Provider.HDR Engineering,Inc.
Hours for the Classifications
Sr.Project Senior Project Design Engineer Sr.Design CADD Admin J Sr Structural Structural TOTAL Total
Work Task
Manager Engineer Engineer Engineer In Training Technldan Technician Clerical Engineer Engineer HOURS Am04nt
TASK XII Construction Phase Services
Pre-Construction Meeting(1) 2 4 6 $1,178.00
Review Construction Submittals(Up to 20) S 20 25 $4,595.00
Monthly Construction Meetings(Up to 12) 12 24 36 $7,068.00
Site Visits(Up to 6) 6 12 18 $3,534.00
Requests for Information(RFIs)(Up to 15) 8 15 20 43 $6,747.00
Change Orders(Up to 3) 6 12 10 28 $4,634.00
Final Waik-Through/Punch List 2 8 10 $1,838.00
As-Built Plans and GIS Data Files 2 8 10 10 20 50 $6,078.00
FEMA LOMR Submittal(Fees Paid by CORR) 2 10 20 60 92 $14,308.00
Project Management During Construction Phase 80 80 $20,720.00
SUBTOTAL CONSTRUCTION PHASE SVCS 125 10 123 60 40 10 20 0 0 0 388 $70,700.00
HOURS-TOTALS FOR SUPPLEMENTAL 328 235 369 362 451 726 S07 28 124 208 3338
RATE $259.00 $215.00 $165.00 $139.00 $110.00 $120.00 $97.00 $62.00 $272.00 $178.00
TOTAL HDR LABOR $ 84,952.00 $50,525.00 $ 60,885.00 $50,318.00 $49,610.00 $87,120.00 $ 49,179.00 $ 1,736.00 $ 33,728.00 $37,024.00 $ 505,077.00
SUMMARY
TASK i Project Management 192 $ 42,276.00
TASK II Roadway Design
546 $ 65,590.00
TASK III Update Drainage Design
504 $ 72,234.00
TASK IV Signing,Pavement Markings,D&OM(Permanent) 136 $ 15,093.00
TASK V Traffic Control Plan 261 $ 19,819.w
TASK VI illumination 202 $ 26,520.00
TASK VII Stormwater Pollution Prevention Pians(SW3P) 106 $ 10,854.00
Bridge Design
TASK VIII EB and WB CR 112 at McNutt Creek Trib 1 S54 $ 99,616.00
2 Bridges at 3 Spans Each
TASK IX PS&E Preparation 198 $ 34,662.00
TASK Utility Coordination 196 $ 26,852.00
TASK XI Bid Phase Services 55 $ 10,861.00
TASK X11 Construction Phase Services 388 $ 70,700.00
Page 4 of 6
EXHIBIT D
Project:CR 112 from CR 117 to CR 110 SUPPLEMENTAL NO.1
Fee Schedule-Lump Sum
Firm Provider.HDR Engineering,Inc.
Hours for the Classifications
Work Task
Sr.Project Senior Project Design Engineer Sr.Design CARD Admin/ Sr Structural Structural TOTAL Total
Manager Engineer Engineer Engineer tnTratntng Technician Technician clerical Engineer Engineer HOURS Amount
SUBCONSUtIANIS
SUE
$ 42,372.44
See Attached Proposal-The Rios Group)
Right-of-Way Acquisition Survey $ 77 633.84
See Attached Proposal-Inland Geodetic
Geotechnical(Bridge Borings) $ 15,989.61
See Attached Proposal-RKCI
SUBTOTAL LABOR AND SUBCONSULTANTS $ 640,971.89
OTHER DIRECT EXPENSES #OF UNITS COSTIUNIT
Mileage(@ Current IRS Rate/mile) 1,000 $ 0.58 $ 580.00
Courier Services(Deliveries) 3 $ 25.00 $ 75.00
FEMA Review Fees(To Be Paid By City of Round Rock) $ $
SUBTOTAL OTHER DIRECT EXPENSES $ 655.00
SUMMARY
TOTAL HOR LABOR AND SUBCONSULTANTS $ 640,971.99
TOTAL OTHER DIRECT EXPENSES $ 655.00
GRAND TOTAL SUPPLEMENTAL NO.1 $ 641,626.89
Page 5 of 6
EXHIBIT D
HDR ENGINEERING,INC.
PROJECT NAME:CR 112 FROM CR 117 TO CR 110
SUPPLEMENTAL NO.1
Cost Component,Hours Total Hours
Sr. Project Manager 328
Senior Engineer 235
Project Engineer 369
Design Engineer 362
Engineer-In-Training 451
Sr. Design Technician 726
CADD Technician 507
Admin/Clerical 28
Sr.Structural Engineer 124
Structural Engineer 208
TOTAL HOURS 3,338
Cost Component,Dollars Labor Rate Billing Rate Totals
Sr. Project Manager $ 85.06 $ 259.00 $84,952.00
Senior Engineer $ 67.21 $ 215.00 $50,525.00
Project Engineer $ 53.57 $ 165.00 $60,885.00
Design Engineer $ 43.83 $ 139.00 $50,318.00
Engineer-In-Training $ 35.71 $ 110.00 $49,610.00
Sr. Design Technician $ 38.31 $ 120.00 $87,120.00
CADD Technician $ 30.84 $ 97.00 $49,179.00
Admin/Clerical $ 20.13 $ 62.00 $1,736.00
Sr.Structural Engineer $ 86.35 $ 272.00 $33,728.00
Structural Engineer $ 56.51 $ 178.00 $37,024.00
LABOR DOLLARS $ 505,077.00
Cost Component,Direct Expenses Units Cost Unit Totals
Mileage(Current IRS Rate/mile) 1,000 $ 0.58 $580.00
Courier Services(Deliveries) 3 $ 25.00 $75.00
SUBTOTAL OTHER DIRECT EXPENSES $655.00
PROJECT FEE SUMMARY-SUPPLEMENTAL NO.1
HDR Direct Labor Costs $ 163,986.04
HDR Indirect Costs 175% $ 286,975.57
HDR Direct Expenses $ 655.00
HDR Profit @12% 12% $ 54,115.39
Subconsultants
The Rios Group SUE $ 42,372.44
Inland Geodetics Survey $ 77,633.84
RKCI Geotech $ 15,888.61
TOTAL FEE-SUPPLEMENTAL NO.1 $ 641,626.89
CITY OF ROUND ROCK
CR 117 FAST SEGMENT FROM CR 117 TO CR 110
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