R-2021-284 - 10/28/2021RESOLUTION NO. R-2021-284
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services ("Contract") with Aguirre & Fields, LP for the Old Settlers Extension Project, and
WHEREAS, Aguirre & Fields, LP has submitted Supplemental Contract No. 1 to the Contract
to modify the provisions for the scope of services and to increase the compensation, and
WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with
Aguirre & Fields, LP, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental
Contract No. 1 to the Contract with Aguirre & Fields, LP, a copy of same being attached hereto as
Exhibit "A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 28th day of October, 2021.
CRAIG �GIORG, Mayor
City of Round ck, Texas
ATTEST:
.•. L. "ITE, City Clerk
0112.20212; 00484001
EXHIBIT
"A"
STATE OF TEXAS
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 1
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: Aruirre & Fields, LP ("Engineer'?}
ADDRESS: 12708 Riata Vista Circle, Suite A-109, Austin, TX 78727
PROJECT: old Settlers Extension
This Supplemental Contract No. l to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and Aguirre & Fields, LP,
hereinafter called the "Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the "Contract", on the 13th day of February, 2020 for the Old Settlers Extension Project in
the amount of $532,331.53; 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 $934,919.70 to a total of $1,467,251.23;
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
Article 1, City Services and Exhibit A. City Services shall be amended as set forth in the
attached Addendum To Exhibit A.
Article 2. Engineerinp, Services and Exhibit B, Engineering Services shall be amended as set
forth in the attached Addendum to Exhibit B. Exhibit C. Work Schedule shall be amended as set
forth in the attached Addendum to Exhibit C.
Article 4, Compensation and Exhibit D. Fee Schedule shall be amended by increasing by
$934,9 l 9.70 the lump sum amount payable under the Contract for a total of $1,467,251.23, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
Supplemental Contract Re %-.06A &
0199 20202, 0048.2365 942 75
AGUIRRE & FIELDS, LP
AGUIRRE, LLC - GENERAL PARTNER
By:lr� /iff 1/1.1
Christine R. Crosbv. Vice -President
Octnht-r 1. 2021
Date
Supplemental Contract Rex.0616
019920202.00482565 84275
CITY OF ROUNDROCK APPROVED AS TO. FORW
By:
Craig Morgan, Mayor Stephan L. Sheetsg City Attorney.
Date
Supplemental Contract R.c%-.06/16
.0199 20202. 0048256.3 84275
ADDENDUM TO EXHIBIT A
City Services
Attached Behind This Page
AGUIRRE & FIELDS, LP
CONTRACT:
SWA01TOWA01
ADDENDUM TO EXHIBIT A — SWA 01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
FROM N RED BUD LN TO CR 110
PS&E/CONSTRUCTION SERVICES
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
SERVICES TO BE PROVIDED BY THE CITY
The City of Round Rock will provide the following Items/information for the Engineer under this agreement:
1) ROUTE & DESIGN STUDIES (FC 110)
i) Provide available plans and/or data for adjacent projects, including the adjacent N Red Bud Ln
improvements and CR 110 South schematic.
ii) Attend Design Concept Conference with The Engineer to discuss revisions to the design prior to
development of the 60% plans.
iii) Provide review/approval of pavement design
2) RIGHT OF WAY DATA (FC 130)
i) Assist with Rights -of -Entry (ROE) for all adjacent properties if initial request is denied.
ii) Conduct all ROW appraisals and acquisitions.
iii) Coordination for any temporary construction easements.
iv) Coordination for any drainage easements.
v) Assist with coordinating utility adjustments and proposed relocation plans by utility owners.
3) ROADWAY DESIGN CONTROLS (FC 160)
i) Assist with the coordination and procurement of design files for adjacent projects, including the
adjacent N Red Bud Ln improvements and CR 110 South schematic.
ii) Provide a PS&E checklist and preferred plan set go-by (if applicable) for use by the Engineer.
iii) Provide example Estimates and hard copy documentation for the Engineer's use in preparing the
Estimate, General Notes and Specifications.
iv) Provide direction for the creation of Design Cross Sections.
4) PROJECT MANAGEMENT & ADMINISTRATION (FC 164)
Q Provide time confirmation for milestone submittals.
ii) Provide the Engineer with timely reviews/decisions to maintain the project schedule.
iii) Provide agreements with property owners for all necessary off -site improvements. Consultant to
develop utility agreements with utility provider's and City oversight.
iv) Meet with the Engineer on an as -needed basis.
v) Provide payment of all associated application and review fees required for jurisdictional approval of the
project.
AG U I RRE & FIELDS, LP
CONTRACT:
SWA01TOWA01
ADDENDUM TO EXHIBIT B - SWA 01
ENGINEERING SERVICES
ODD SETTLERS EXTENSION
FROM N RED BUD LN TO CR 110
PS&E/CONSTRUCTION SERVICES
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
This contract consists of providing engineering services required for the preparation of plans, specifications and
estimates (PS&E) and related supporting documents for the construction of Old Settlers Blvd in Round Rock, TX
on new location. The project limits will begin at N Red Bud Ln and end at CR 110, with transitions as necessary
beyond those intersections to accommodate the traffic control plan or other miscellaneous work. Old Settlers
Blvd will consist of an average 110-foot right-of-way, 68 feet of pavement, twin bridge structures, retaining wails,
corridor fencing, curb and gutter, and a sidewalk/shared use path on each side of the road. These services include
preparing roadway design, hydrologic and hydraulic design, structural design, signal design, waterline design,
geotechnical investigation, supplemental survey, utility coordination, and attendance at the city's monthly utility
coordination meeting as necessary.
FC 110 - ROUTE & DESIGN STUDIES
1. DATA COLLECTION & FIELD RECONNAISSANCE
a. Aguirre & Fields, LP ("the Engineer") shall collect, review, and evaluate the data described below.
The City of Round Rock (City) will be notified in writing whenever the Engineer finds disagreement
with the information or documents. The Engineer shall:
i. Review plans and/or data from the City, including the adjacent N Red Bud Ln improvements
and CR 110 South schematic.
ii. Review supplemental survey and topographic file.
iii. Conduct field reconnaissance and collect data including a photographic record of any changes
since the 30% schematic submittal.
b. The Engineer shall collect data to support the finalization of the traffic report and signal design:
L Obtain Weekday 12- Hour Turning Movement Counts at the following intersections CR 110 at
Porano Circle.
ii. Obtain 24-hour tube counts on one Weekday on CR 110 south of Porano Circle.
iii. Obtain Traffic Impact Analysis (TIAs) for Siena MUD Subdivision and other new approved
developments in the area.
iv. Conduct field reconnaissance to observe existing traffic pattern and existing conditions for
signal and illumination design.
2. DESIGN CRITERIA
a. The Engineer shall schedule and attend one Design Concept Conference with the City once the
Public Involvement and Outreach Process (Open House #2) has been completed, and public
comments and attendance are documented. The purpose of this meeting will be to discuss any
necessary revisions or updates to the design prior to developing the 60% plans. The Engineer shall
create and distribute meeting notes for concurrence by the City.
b. The Engineer shall update the design summary report (DSR) and project notebook to document
design decisions as necessary.
c. Deliverables:
AGUIRRE & FIELDS, LP CITY OF ROUND ROCK
CONTRACT: OLD SETTLERS EXTENSION
SWA 01 TO WA 01
L Design Concept Conference Notes for approval
ii. Design Summary Report (DSR)
3. GEOTECHNICAL INVESTIGATION & FIELD WORK
a. The Engineer shall determine boring locations for retaining wall structures.
b. The Engineer shall perform borings and obtain soils samples. Borings are estimated to consist of the
following:
i. 2 retaining wall borings to a depth of 20 feet within the at -grade or fill areas at 200-foot
maximum intervals. The boring depths may be reduced when encountering rock' and shall
have a S-foot minimum penetration into rock.
ii. Borings shall occur within the limits of the future retaining walls.
c. The Engineer shall obtain two Scour analysis hand samples.
d. The Engineer shall perform laboratory testing to classify soil strata, evaluate plasticity and
shrink/swell potential and evaluate the compressive strength. Typical Tests include moisture
contents, Atterberg Limits, unconfined compressive strengths, sieve analyses, sulfate content tests,
and grain size distribution curves with D50 value.
e. The Engineer shall prepare/update a signed, sealed, and dated Geotechnical Report to include the
summary of field investigations, laboratory testing results and recommended retaining wall design.
f. Deliverables:
L Signed/Sealed Geotechnicai Report
ii. goring Logs
4. TRAFFIC ENGINEERING & OPERATIONS
a. The Engineer will update signal warrant analysis at the intersection of Old Settlers Blvd and CR 110.
The Engineer shall:
I. Estimate projected turning movement volumes at the future intersection of Old Settlers Blvd
Extension and CR 110 using new turning movement counts at CR 110 and Porano Circle.
ii. Conduct signal warrant analysis at the future intersection of CR 110 and proposed Old Settlers
Blvd Extension following methodology found in Chapter 4 of the Texas Manual on Uniform
Traffic Control Devices (TMUTCD). Warrant 3 (Peak -Hour Volume) will be analyzed using
projected turning movement counts. TMUTCD Warrant 2 (Four -Hour Volume) and Warrant 8
(Daily Volume) will be analyzed using 12-hour roadway segment counts collected in Task II and
traffic volume projections.
iii. Summarize findings of the traffic study in a technical memorandum.
b. Deliverables:
I. Updated Signal Warrant Study Technical memorandum
FC 120 — PUBLIC INVOLVEMENT
1. RIGHT OF WAY MAP
a. The Engineer's subconsultant will provide public involvement during this phase to keep stakeholders
updated on design progress, answer questions, and support the team with stakeholder
communications. CD&P will schedule and facilitate meetings with affected property owners as
circumstances require and document meeting outcomes. CD&P will provide updates to project
materials and content for updates to the City of Round Rock project webpage. CD&P will update the
project database with stakeholder contact information and communications.
AGUIRRE & FIELDS, LP
CONTRACT:
SWA. 01 TO WA 01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
b. Deliverables:
i. Stakeholder database
ii. Coordinate, attend, and document up to 8 stakeholder meetings
iii. Respond to stakeholder inquiries and provide project email updates
iv. Update project materials (fact sheet, maps and FAQs)
v. Provide content updates for City of Round Rock project webpage
FC 130 — RIGHT of WAY DATA
1. RIGHT OF WAY MAP
a. The Engineer will finalize proposed Right of Way (ROW) and easements. The Engineer shall:
1. Review Survey ROW documents.
ii. Review SUE data and utility conflicts.
iii. Refine the 3D roadway model to establish construction limits for proposed easements.
iv. Update ROW and easement iinework in CARD for the PS&E.
b. The Engineer's Surveyor shall prepare proposed ROW documents:
i. Preparation of Right of Way (ROW) Document (Meets & Bounds).
c. The Engineer's Surveyor shall set ROW Monumentation:
L The Engineer's Surveyor will set Yvinch iron rods with caps at PCs, PTs, angle points and at no
greater than 1,000 foot intervals along tangents on the proposed ROW line. 1/2-inch iron rods
with caps will be set at property line intersections with the new right -of- way line.
d. Deliverables:
i. One legal description for each parcel (signed and sealed). Up to five (6) exhibits.
ii. One individual survey plat on 81/2"x11" for each parcel (signed and sealed).
iii. One set of area computation sheets for legal descriptions and plats and ROW maps for all
parcels.
iv. Digital files will be uploaded onto ProjectWise for the ROW base file and reference files in
MicroStation (.dgn) format.
2. SUBSURFACE UTILITY ENGINEERING (SUE)
a. The Engineer will provide Subsurface Utility Engineering (SUE) as described below:
L The Engineer shall perform Quality Level-B and Quality Level -A SUE.
ii. As necessary: in accordance with Cl/ASCE 38-02 `Standard Guideline for the collection and
depiction of existing subsurface data.' The Quality Level-B investigation will encompass the
portion of the project area east of McNutt Creek to the eastern limit of the project at CR 110.
The Quality Level -A investigation assumes up to 15 test holes to be used as necessary and
invoiced to the City for each hole conducted. This standard defines the following quality
levels:
1. Quality Level-B: Information obtained through the application of appropriate
surface geophysical methods to determine the existence and approximate
horizontal position of subsurface utilities. Quality Level-B data should be
reproducible by surface geophysics at any point of their depiction. This information
is surveyed to applicable tolerances defined by the project and reduced onto plan
documents.
2. Quality Level -A: Precise horizontal and vertical location of utilities obtained by the
actual exposure for verification of previously exposed and surveyed utilities) and
AGUIRRE & FIELDS, LP CITY OF ROUND ROCK
CONTRACT: OLD SETTLERS EXTENSION
SWA 01 TO WA 01
subsequent measurement of subsurface utilities, usually at a specific point.
Minimally intrusive excavation equipment is typically used to minimize the potential
for utility damage. A precise horizontal and vertical location, as well as other utility
attributes, is shown on plan documents.
3. UTILITY COORDINATION (UC)
a. The Engineer shall provide Utility Coordination for the project as described below:
i. The Engineer shall maintain a Utility Contact List, Utility Conflict Matrix (UCM) Spreadsheet
and Conflict layout Exhibit.
ii. The Engineer shall maintain a 2D Conflict Layout Exhibit in the MicroStation/GeoPak SS10
version used by the City of Round Rock. The exhibit shall include existing utilities which are to
remain in place or be abandoned, and adjusted utilities. This layout will be utilized to monitor
the necessity to evaluate alternatives. Facilities in conflict with the proposed project that are
to be relocated. Facilities to be abandoned in place. Facilities to remain in service and in place.
iii. The Engineer shall facilitate utility conflict identification and review of resolutions for utilities
conflicts to be adjusted, relocated, or accommodated in the public right of way.
Iv. The Engineer shall review the utility's proposed adjustments and coordinate compliance with
local, state, and federal utility accommodation rules.
v. The Engineer shall prepare for and attend up to twelve (12) coordination meetings with
individual utility owners including transmission line power provider and two (2) coordination
meeting with the City.
vi. The Engineer shall coordinate distribution of NOPC letters (Notice of Proposed Construction)
and NORA (Notice of Required Accommodation) letters.
vii. The Engineer shall coordinate Utility Certifications and/or Special Provisions for any utility
adjustments not fully completed by the time of the project letting phase.
vii i. Deliverables:
1. Quality Level-B 2D Utility Designation will be 11-in. x 17-in. SUE plan sheets
depicting the findings of the investigation.
2. Quality Level -A Test Hole excavations will be an 8.5-in. x 11-in. Test Hole Data Form
for each Test Hole performed indicating depth, size, location, and other notable
characteristics of the utility. Electronic files will be provided in MicroStation format
along with PDFs and photos.
3. Utility Contact List
4. Utility Conflict Matrix Spreadsheet
S. Utility Conflict Layout Exhibits
6. Meeting Minutes (delivered electronically)
7. Utility Certificates
8. Electronic CAD files
FC 131- UTILITIES
1. UTILITIES
a. Halff shall design approximately 4,030 linear feet of new waterline to be constructed within the
ROW of the Old Settlers extension. The proposed waterline will connect to the CORR's existing
system at two points, at the intersection of Old Settlers Blvd and Red Bud Ln and at an existing stub
out from Pauling Loop, and terminate at CR 110. The connection to the water system off of Pauling
AGUIRRE & FIELDS, LP
CONTRACT:
SWA01TOWA01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
Loop will require a dedicated utility easement on CORR property.
b. Diameter of proposed main will be selected by CORR based on digital water modeling.
c. Horizontal alignment will account for extension to the parcels south of Old Settlers ROW. If required,
a minimum of two roadway crossings will be included in the design to allow for connection to the
water system by the south parcels.
d. Design shall conform to the CORR's utility criteria and standards.
e. Plan Preparation
I. Project Layout will show limits of waterline installation (one sheet at 1"=200')
ii. Utility Notes applicable to this project provided by the City of Round Rock.
iii. Project Specific Notes
iv. Utility Plan & Profile (1"=40' horiz)
v. City of Round Rock Standard Utility Details
vi. Special details, as necessary
f. Easement Documentation
I. Halff shall prepare an easement document containing a metes and bounds description for a
waterline easement that will encompass the proposed waterline from the edge of the Sienna
development (Pauling Loop) to the new Old Settlers ROW.
FC 150 — SURVEY
1. SURVEY
a. The Engineer's Surveyor shall provide Supplemental Design Surveys as described below
I. The Surveyor shall collect supplemental data for a typical design and topographic survey.
Process data for DTM & Triangle Irregular Network (TIN) (2D & 3D), including but not limited
to chains and points; planimetric maps (2D) & topographic maps, cross sections and/or
drainage analysis and other needs as detailed below.
ii. Typical DTM & topographic data includes but is not limited to: natural ground (NG), roadway
surfaces, edge of pavement (EP), centerline, grade breaks, striping, driveways and side streets
(determine driveway/side street radii), curb, ditches, culverts, headwalls, drainage structures,
channel(s), riprap, power poles, signs, delineators, luminaries, fences, manholes, sewer lines,
telephone boxes, junctions, etc., water valves, fire hydrants, pipeline crossings, gas meters,
gas valves, etc., and any other visible utility.
1. Driveway and street/county road data collect type of surface (asphalt, concrete, seal
coat, gravel, dirt, etc.), with or without culvert, type of culvert pipe, size, length,
with or without Safety End Treatment (SET) for a distance of 200' beyond the
existing 0ld Settlers Blvd. ROW.
2. Cross road structures data (includes culverts and bridge class structures), collect
type, size, end treatment, etc., and profile for crossroad structure.
3. Bore Hole locations
4. Identify and photograph features (signs, mail boxes, etc.).
S. Trees- all trees of 8" diameter or greater shall be located and tied in. Information
needed is trunk size, tree type and limits of canopy (size).
5. Develop pavement centerline alignment of existing pavement(s).
7. Run existing cross sections as a back check for errors in data or processing
8. Utility locations- Behind curbs, tie visible utility locations, including ties to above-
ground features, such as power poles, valves, and other utility features to the right-
of-way line either found by our surveyors or located for us by utility companies
AGUIRRE & FIELDS, LP CITY OF ROUND ROCK
CONTRACT: OLD SETTLERS EXTENSION
SWA01TOWA01
and/or other agencies. One -call will be notified prior to acquisition of survey. The
Engineer shall not be liable for utilities not identified as part of the one -call at the
time of survey. Note: does NOT include tying irrigation heads; irrigation heads are
often below the grass and not readily visible/locatable.
9. The Texas Excavation Safety System, DIGTESS one call system (phone number 1-800-
DIG-TESS) shall be notified for utility locations and prior to drilling, setting or driving
anything including property corners or control monuments below 16" depth, as
detailed by DIGTESS (http://www.digtess.org), which may impact or be impacted by
the existence of any underground utility, whether visible or not. Note that some
local or city utilities may not be a part of the DIGTESS system and may require
separate notification.
10. Perform a bathymetric survey of McNutt Creek from face of dam to ± 200 feet north
and merge data with DTM. Note: this information is necessary for bridge scour
analysis.
11. As built survey of McNutt Creek bridge crossing to include: Top of road, top of rail,
bottom chord, abutments, and bent locations for using in LOMR application
package.
b. Specifications & Standards for the Work:
i. The Engineer's Surveyor shall perform all work in accordance with the contract and the
provisions, standards, specifications, manuals (City of Round Rock Transportation Criteria
Manual, ROW- Vol. 1, Procedures Preliminary to Release, et al), methods, procedures,
deliverables, deliverable format and any other information contained within or referenced to
in the contract as previously agreed to by both parties.
c. Field Surveying Deliverables:
L Data
1. Raw field data
2. Processed field data
3. Project digital pictures (delivered in .jpg format)
4. 3D & 2D Topo (.dgn) processed files in MicroStation/GeoPak SS10, with all chains
and points included on the 30% existing survey.
ii. Signed Right of Entry forms if ROE is acquired.
iii. ROW Products
1. .dgn of Proposed and Existing ROW
2. Reference Deeds, support documents, scanned and in .pdf format.
iv. Survey Control - Survey Control shall be furnished in two (2) forms-
1. The City's Control Sheet(s) format, which consists of:
a. A Control Layout index map, which contains an overall view of the project
area with the locations of primary and secondary control identified and
labeled.
b. A Horizontal and Vertical Control Sheet(s), which contains monument
sketches of primary and secondary control points. Monument sketches
shall tie monuments to a minimum of three existing features.
c. Survey Control Sheet(s) information shall include the NGS or other basis
monument(s) name or identification number, Texas Coordinate System
(TCS) zone information, Grid and Surface values in X, Y, & Z coordinates, the
Combined Adjustment Factor or Surface Adjustment Factor, and project
AGUIRRE & FIELDS, LP
CONTRACT:
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CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
station and offset.
d. Survey Control Sheet(s) shall be delivered as an 11" x 17" sized sheet as a
Microstation dgn and as a PDF.
2. An individual 8 %" x 11" Control Point Data Sheet for each primary control
monument (delivered as original, interactive PDF file).
v. All delivered control documentation shall be signed with a date of signature and sealed by a
Texas RPLS.
vi. Provide information on cross -sections used as a back check for errors in data or processing.
vii. Raw GPS files.
viii. For static GPS sessions, in RiNEX format.
Ix. For RTK GPS, furnish reports of network information.
x. ASCII file(s) of final position information.
xi. MicroStation/GeoPak SS10 file (.dgn) of all drawings.
1. Shall include within the drawing file: Company name, address, telephone number,
Surveyor's name, date(s) of survey and survey datum information.
2. Shall follow the naming convention "MDF "_Logical Name.dgn
3. E.g. `"MDF212104065—Topo.dgn"
xii. .gpk, .prj, .tin and .dat files that are compatible with MicroStation/GeoPak SS10 format.
xiii. Upload all files to ProjectWise in appropriate folder.
xiv. Preliminary Deliverables shall be delivered as scheduled, in full, to include all items as listed
above.
xv. Final Deliverables shall be delivered as scheduled, in full, to include all items as listed above no
later than 15 days after the return of corrected Preliminary deliverables from the City to the
consultant.
FC 160 — ROADWAY DESIGN CONTROLS
1. ROADWAY DESIGN
a. Horizontal Design —The Engineer shall refine the horizontal design for the Old Settlers Extension
Project as described below:
i. Refine and extend alignments for Old Settlers Blvd and Porano Circle (after supplemental
survey is obtained).
ii. Design ultimate configuration for the intersection at Old Settlers Blvd and CR 110.
iii. Create horizontal alignment for reconstruction of Porano Circle at CR 110 (after supplemental
survey is obtained).
iv. Add driveway access to the City -owned parcel on the west side of McNutt Creek.
v. Update OpenRoads design files, gpk, and Microstation base/sheet files as necessary.
b. Vertical Design —The Engineer shall refine the vertical design for the told Settlers Extension Project
as described below:
i. Refine Old Settlers profile at creek and Siena MUD to minimize the need for proposed
retaining walls.
ii. Create profile for Porano Circle at CR 110.
iii. Create profile for proposed driveway west of McNutt Creek.
iv. Create profile for proposed sidewalk that ties to existing sidewalk at the Siena Park.
v. Profile adjustments as necessary for storm sewer design.
vi. Update OpenRoads design files, gpk, and Microstation base/sheet files as necessary.
7
AGUIRRE & FIELDS, LP
CONTRACT:
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CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
c. Review/Incorporate design for adjacent projects — The Engineer shall review and incorporate the
design files for adjacent projects (including N Red Bud Ln and CR 110 South improvements) as
described below:
i. Organize and import design files into ProjectWise.
ii. Update horizontal/vertical/cross sectional design of Old Settlers Blvd as necessary.
iii. Update OpenRoads design files, gpk, and Microstation base/sheet files as necessary.
d. 3D OpenRoads Model - The Engineer shall refine the 3D OpenRoads Model as the project design
progresses and will perform the following tasks:
i. Update 3D OpenRoads model to reflect roadway design changes (horizontal/vertical/cross
sectional) as necessary. This also includes (but is not limited to) model revisions for the shared
use path/sidewalk, retaining walls, site grading, cross culverts.
ii. Create 3D OpenRoads model using latest design files for the adjacent N Red Bud Ln project.
This model will be used as future existing ground for the N Red Bud Ln intersection, where Old
Settlers Blvd will tie into.
iii. Create 3D OpenRoads model for Porano Circle at CR 110 (after supplemental survey is
obtained).
iv. Create proposed surface and .tin file.
e. Proposed Cross Sections —The Engineer shall produce proposed cross sections at 50-foot intervals to
submit with the 60% Plans. The Engineer shall:
i. Obtain/calculate cut and fill quantities - existing and proposed cross sections at 50 foot
intervals will be created to determine cut and fill quantities. OpenRoads will be used to
calculate quantities.
ii. Cut cross sections using OpenRoads.
iii. Create cross section plan sheets (11x17). This includes creation of a project specific sheet
border, cross section annotation, and sheet clean up.
iv. Design cross sections will be plotted on sheets and submitted separately.
f. Cross Section Updates - The Engineer shall produce updated cross sections to submit with the 9S%
and Final Plans.
2. PLAN SET DRAFTING
a. The Engineer shall produce 60%, 95% and Final plans for the Old Settlers Extension Project:
i. Title Sheet - will include project name and number; site location; project limits, design
speed, signature blocks, and logos as directed by the City.
ii. Index of Sheets
iii. Project Layout (1"=200')
iv. Typical Sections
1. Proposed typical section and existing typical section at tie in point.
2. Sections will include proposed pavement width, travel lanes, pavement structure,
sidewalk location and typical cross slope requirements.
3. Typical section will depict typical right of way width.
V. General Notes (provided by the City of Round Rock)
vi. Removal Layout (1"=50)
vii. Horizontal Alignment Data
viii. Roadway Plan & Profile (1"=50')
ix. Intersection Layout (1"=20')
X. Proposed Grading (1"=50)
A. Roadway, Sidewalk, & Driveway Details
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CONTRACT:
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CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
xii. Roadway Standards
b. The Engineer shall prepare/assemble 60%, 95% and Final plans, to be submitted in electronic and
hard copy (11"x17") formats. This includes general CADD tasks related to the development of the
Plans, Specifications, and Estimate, including supporting documentation.
i. File management for CADD, plan set, and supporting documents
ii. Create and maintain PSET, pen tbl, resource files
iii. Create base files (sheet border, clip shapes)
iv. Set up motif/master container files for plan sheets
V. Incorporate subconsultant sheets into plan set
vi. Compile and PDF plan set, supporting documentation, design calculations
vii. Print hard copies for submittal
viii. Sign/seal final plan set
c. Deliverables:
L 60% PS&E Package
1. 60% Plan Set, Specifications, and Construction Cost Estimate
ii. 9S% PS&E Package
1. 95% Plan Set, Specifications, and Construction Cost Estimate
iii. Final PS&E Package
1. Final Signed/Sealed Plan Set, Specifications, and Construction Cost Estimate
2. All Open Roads, GEOPAK, and Microstation project files (.dgn, .gpk, .tin)
iv. Deliverables will be submitted in both electronic and hard copy formats
3. QA/QC
a. The Engineer shall submit QA/QC documentation of 60%, 95% and Final plans for the Old Settlers
Extension Project.
FC 161-- DRAINAGE
1. DRAINAGE
a. Bridge Scour Analysis —The Engineer shall perform a scour analysis of the proposed bridge crossing
and provide the scour envelopes for use in the plans. The Engineer will also update the drainage
report.
L Perform a scour evaluation for the proposed bridge structure over McNutt Creek for 60%,
95% and final bridge plans.
ii. Scope assumes the Engineer will provide two channel bed sieve analysis
iii. Provide the potential scour depths, envelope, and recommended countermeasures, if
needed.
iv. The scour analysis report will be prepared as a separate document and may be included in
the Final Drainage Report as an appendix.
b. Final Drainage Report —The Engineer shall update the drainage analysis prepared during the
schematic design phase.
L Update Drainage Report to reflect final design plans
ii. Submit draft Drainage Report to City for review and approval
iii. Scope assumes one (1) Drainage Report meeting with the City Floodplain Administrator.
c. Conditional Letter of Map Revision (CLOMR) Submittal
i. Prepare CLOW submittal package for McNutt Creek for the 10-year, 50-year,100-year,
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AGUIRRE & FIELDS, LP
CONTRACT:
SWA01TOWA01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
500-year, and Ultimate 100-year frequency storm events based on the Upper Brushy Creek
preliminary FEMA models provided by the City. These models are considered to be the best
available data at this time.
ii. Prepare effective, corrected effective, pre -project, and post project hydrology (if needed)
and hydraulic models, and run cHECk-RAS for all HEC-RAS models.
iii. Prepare exhibits and tables showing floodplain tie-in points upstream and downstream of
the proposed project.
iv. Update flood profiles, hydrology (if needed) and floodway data tables in the FIS as needed.
V. Prepare MT-2 FEMA forms for CLOMR submittal to City and FEMA.
vi. Environmental Assessment to be included with the CLOMR submittal.
vii. Final proposed plans to be included with the CLOMR submittal.
viii. Submit CLOMR to City Floodplain Administrator for review and approval. This scope
assumes one (1) CLOMR meeting with the City Floodplain Administrator.
ix. Submit CLOMR to FEMA for review and approval. A FEMA review fee is required upon
submittal to FEMA and will be submitted on the Engineer's invoice as a pass -through
expense to be paid by the City.
X. Coordinate up to two (2) iterations with FEMA reviewers.
d. Letter of Map Revision (LOMR) Submittal
L Prepare LOMR submittal package for McNutt Creek for the 10-year, 50-year,,100-year, 500-
year, and ultimate 100-year frequency storm events based on the Upper Brushy Creek
preliminary FEMA models provided by the City. These models are considered to be the best
available data at this time.
ii. Prepare effective, corrected effective, pre -project, and post project hydrology (if needed) and
hydraulic models and run cHECk-RAS for all HEC-RAS models.
iii. Prepare exhibits and tables showing floodplain tie-in points upstream and downstream of the
proposed project.
iv. Update flood profiles, hydrology (if needed) and floodway data tables in the FIS as needed.
v. Prepare MT-2 FEMA forms for LOMR submittal to City and FEMA.
vi. Final as -built plans signed and sealed by a licensed engineer to be included with the LOMR
submittal.
vii. Submit LOMR to City Floodplain Administrator for review and approval. This scope assumes
one (1) LOMR meeting with the City Floodplain Administrator.
viii. Submit LOMR to FEMA for review and approval. A FEMA review fee is required upon submittal
to FEMA and will be submitted on the Engineer's invoice as a pass -through expense to be paid
by the City.
ix. Coordinate up to two (2) iterations with FEIVIA reviewers.
e. Storm Drain Facilities
i. Any proposed public drainage system will be designed to the twenty-five (25) year frequency
storm based on fully developed conditions as appropriate. The one hundred (100) year
frequency storm event will be designed to be contained within public rights of way or
drainage easements as outlined in the latest City Drainage Criteria Manual.
ii. The Engineer shall prepare existing and proposed drainage area maps, hydraulic link
calculations, inlet calculations and quantity and cost estimates for all proposed storm drain
facilities, not including the proposed bridge crossing.
iii. Storm Sewer plan and profile sheets along with standards will be included in plan set. City
standards will be used. TxDOT standards will be used for all design features which do not have
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AGUIRRE & FIELDS, LP
CONTRACT:
SWA01TOWA01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
an applicable City standard.
iv. Culvert plan and profile sheets along with standards will be included in plan set. TxDOT
standards will be used for all design features which do not have an applicable City standard.
Scope assumes one culvert extension at Porano Circle and CR 110.
v. This scope assumes storm drain design of the realignment of N Red Bud Ln and Old Settlers
Blvd improvements west of Red Bud are to be performed by others.
vi. Proposed detention facilities design or analysis of the City Regional Stormwater Management
Program (RSMP) are not included in this scope. It is assumed detention facilities will not be
required based on time frequencies of the proposed improvements relative to the overall
basin timing for the creek. If the City requires install detention facilities or conduct a timing
analysis for the RSMP, a Supplemental agreement may be required.
vii. Deliverables:
1. 11X17 construction plans sheets for proposed storm drain infrastructure, storm and
inlet calculations, culvert calculations and construction details.
a. Existing and proposed drainage area maps including hydrology calculations
(25 and 100-YR events)
b. Storm drain plan and profile to include 25 and 100-YR HGL & Q,V,D talcs per
conduit link
c. Lateral profiles to include 25 and 100-YR HGL & 0,V,D talcs per conduit link
d. Hydraulic calculation sheets (25 and 100-YR storm events)
e. Inlet calculation sheet(s) (25 and 100-YR events)
f. Standard detail sheets
g. Custom detail sheet(s), as necessary
h. Proposed culvert extension plan and profile, calculations, and construction
details.
L Quantity Summary Sheet
j. Cost Estimate (60%, 95%. Final)
FC 162 —SIGNING. P"EMENT MARKINGS, & SIGNALS
I. SIGNING & PAVEMENT MARKINGS
a. The Engineer will develop a design for signing and pavement markings along the Old Settlers Blvd
Extension.
b. The Engineer will prepare plans for signing and pavement markings at a scale of 1"=50' and will
include the following:
1. Signing & Pavement Marking Layouts
2. Small Sign Details
3. Summary of Small Signs Sheet
4. Standard Sheets using City of Round Rock and/or TxDOT Standards
2. SIGNAL DESIGN
a. Signal Design Plans: The Engineer will develop plans to install new traffic signal at the future
intersection of CR 110 and Old Settlers Blvd. The Engineer will also develop sheets for signal
modifications at CR 110 and N Red Bud Lane. For this scope, the Engineer has assumed that the
modifications will be limited to pedestrian equipment (ped-pole, push buttons and associated
wiring) relocation only and does not include any plans to install new traffic signal poles and signal
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AGUIRRE & FIELDS, LP
CONTRACT:
SWA 01 TO WA 01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
cabinet.
b. The signal plans will be prepared at a scale of 1"=40' and will include the following sheets.
L Signal Layout sheet will show the locations of proposed signal poles, pedestrian poles, signal
heads, communication equipment, electrical conduits, ground boxes, signal cabinet, new
electrical service, existing utilities, right of way, and proposed roadway improvements.
Locations of pedestrian poles and pedestrian access ramps will be designed in conformance
with ADA requirements. Due to lateral and vertical clearance required from an overhead
electric line (per the State law), the Engineer will coordinate with the City before finalizing
locations of signal poles, where applicable.
H. Signal Elevation sheet will show placement of signal heads on a mast -arm and vertical
clearance required for the mast -arm.
III. Conduit Chart and Electrical Wiring sheet will show the type and number of electrical wires in
each conduit run. A new electrical service will be designed to support total electrical load due
to the new traffic signal and safety lighting at the intersection. The electrical service will
Include two separate circuits for traffic signal and illumination. At the 60% field review
meeting, the Engineer will coordinate with the City and local electric service provider to
determine location of new electrical service.
iv. Phasing & Detection sheet will show the proposed phasing at each intersection. Phasing and
signal -heads for left -turn movements will be designed in conformance with 2011 Texas
MUTCO. Video detection details for each movement will also be shown.
v. APS load switch assignment sheet
A. Quantities sheet will be provided for the intersection.
c. The Engineer will use latest general notes issued by the City and update appropriately as required
for traffic signals.
d. Deliverables.-
1. 60% Plans Submittal
1. Existing Conditions
2. Proposed Signal layout
3. Signal Elevation
4. Opinion of Probably Construction Cost Estimate
ii. 95% Plans Submittal
1. General Notes
2. Proposed Signal layout
3. Signal Elevation
4. Electrical Wiring
S. Phasing and Detection
6. Estimated Quantities
7. City/TxDOT Standards (including Traffic Control Plans standards)
8. Opinion of Probably Construction Cost Estimate
iii. Final Plans Submittal
1. Address any comments to plan sheets from 90% submittal
2. Issue signed and sealed plan sheets
3. Final cost estimate
FC 163 - MISCELLANEOUS (ROADWAY
1. TRAFFIC CONTROL
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CONTRACT:
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CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
a. Traffic Control Plans - The Engineer will develop Traffic Control Plans (TCP) for the Old Settlers Blvd
Extension at N Red Bud Ln, Porano Circle, and CR 110 with accordance with the latest edition of the
TMUTCD. The Engineer will:
i. 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,
guide signs, route markers, construction pavement markings, barricades, flag personnel,
temporary traffic signals, etc.) to be used to handle traffic during each construction sequence.
ii. Develop each TCP to provide continuous, safe access to each adjacent property during all
phases of construction and to preserve existing access. The Engineer shall notify the City in the
event existing access must be eliminated and must receive approval from the City prior to any
elimination of existing access.
iii. Prepare each TCP in coordination with the City. The TCP must include interim signing for every
phase of construction. Interim signing must include regulatory, warning, construction, route,
and guide signs. The Engineer shad interface and coordinate phases of work, including the
TCP, with adjacent Engineers, which are responsible for the preparation of the PS&E for
adjacent projects.
iv. Describe the type of work to be performed for each phase of sequence of construction and
any special instructions (e.g. storm drain, culverts, bridges, railing, illumination, signals,
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 proceeding phase.
v. Include the work limits, the location of channelizing devices, positive barrier, location and
direction of traffic, work area, stations, pavement markings, and other information deemed
necessary for each phase of construction.
b. Deliverables:
i. Traffic Control Plans (1"=50')
ii. Traffic Control Narrative
iii. Standard Sheets using City of Round Rock and/or TXDOT Standards
2. ILLUMINATION DESIGN
a. Illumination Design Plans -The Engineer will develop illumination plans for continuous lighting along
Old Settlers Blvd from N Red Bud lane to CR 110, The Engineer will:
i. Coordinate with the City to confirm preference on height and aesthetics for the light poles.
ii. Develop a photometric model using lighting software AGi 32 to determine pole spacing such
that minimum "Illuminance" requirements are satisfied per AASHTO guidelines.
iii. Conduct electrical and voltage drop calculations to determine wire and conduit sizes, and
number and details of electrical services required along the project corridor.
iv. Coordinate with ONCOR and City staff to determine locations to draw power and set electrical
services.
v. Prepare layout sheets at appropriate scale to show location of poles, conduits, and wiring.
The plans will also include conduit and wire charts, details on electrical services, and quantity
summaries.
vi. Develop opinion of probable construction cost (OPCQ at the 95°Y and prior to final PS&E
submittal.
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CONTRACT:
SWA 01 TO WA 01
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
b. Deliverables:
1. 60% Submittal -- Photometric Layout
ii. 95% Plans Submittal
1. Proposed Illumination Layout
z. Electrical Wiring & Conduit Charts
3. City/TxDOT Standards (including Traffic Control Plans standards)
4. Quantity Summary Sheets
S. Opinion of Probable Construction Cost Estimate
3. EROSION CONTROL
a. The Engineer shall develop Storm water Pollution Prevention (SW3P), on separate sheets from (but
in conformance with) the TCP, to minimize potential impact to receiving waterways. The SW3P shall
Include text describing the plan, quantities, type, phase, and locations of erosion control devices and
any required permanent erosion control.
b. The Engineer shall develop SW3P plans for Old Settlers Blvd, N Red Bud Ln, Porano Circle, and CR
110. This includes:
I. Proposed erosion control design
ii. Storm Water Pollution Prevention Plan (SW3P) sheets at 1"=50'
3. Standard Sheets using City of Round Rock and/or TxDOT Standards
c. Deliverables:
I. SW31P Layout Sheets
ii. SW31P Standards
4. COMPUTE & TABULATE QUANTITIES
a. The Engineer shall compute and tabulate quantities for all applicable pay items.
b. The Engineer shall document assumptions and calculations for each pay item.
c. Deliverables:
i. Quantity Summary Sheets
ii. Quantity Calculations and Assumptions
5. CONSTRUCTION COST ESTIMATE
a. The Engineer shall provide a construction cost estimate with unit prices and bid schedule with each
submittal (60%. 95%. and Final Plans).
b. The Engineer shall provide a basis of estimate to detail assumptions made for bid item prices and
formulas used (if applicable) for each bid item.
c. Deliverables:
i. Construction Cost Estimate
ii. Basis of Estimate
6. SPECIFICATIONS & GENERAL NOTES
a. The Engineer shall compile General Notes, Specifications and Special Provisions as needed.
b. The Engineer shall prepare the Project Manual (Bid Documents), including a signed & sealed Cover
Page, Bid Addenda, Bid Form, Technical Specifications, Plan Drawings, and Geotechnical Report.
b. Deliverables:
i. General Notes Sheets
ii. List of applicable project Specifications and Special Provisions
FC 164 - PROTECT MANAGEMENT & ADMINISTRATION
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AGUIRRE & FIELDS, LP CITY OF ROUND ROCK
CONTRACT: OLD SETTLERS EXTENSION
SWA 01 TO WA 01
1. PROJECT MANAGEMENT & ADMINISTRATION
a. Meetings
L The Engineer has provided for four design meetings and six stakeholder meetings at two hours
each.
b. General Contract Administration
i. Prepare invoices and monthly written progress reports for the project.
ii. Project coordination with the City to include documenting correspondence and meeting
minutes.
iii. Project Coordination with Sub -Consultants to include documenting correspondence and
meeting minutes.
iv. Prepare, distribute and file both written and electronic project correspondence.
v. Update project schedule as necessary.
vi. Direct Expenses for travel and copies is included in the fee.
FC 170 — STRUCTURAL
1. BRIDGE LAYOUT
a. Bridge Layout - The Engineer shall comply with all relevant sections of the latest edition of the
State's LRFD Bridge Design Manual, Bridge Project Development Manual.. Bridge Detailing Guide and
AASHTO LRFD Bridge Design Specifications and respective checklists to prepare Bridge Layout
(1"=40' scale) and Typical Sections for approval before proceeding to detail design. Additional
Bridge Layout requirements for waterway structures include:
L Design and 100-year peak discharges
ii. Design and 100-year high water (HW) and any recorded HW data available
iii. Natural and through bridge velocities for design and 100-year floods
iv. Calculated backwater for design and 100-year floods
v. Direction of flow for waterway crossings
vi. Contours for water crossing
b. Deliverables:
L Bridge Layout Sheets
2. BRIDGE DETAILS & DESIGN
a. Bridge Details & Design -The Engineer shall prepare final details and design calculations in
accordance with standard requirements of the State as listed above. Specific bridge items relevant
to this project include:
i. Soil boring data will be utilized for foundation design and details.
ii. Scour data will be incorporated in bent and foundation design.
iii. Deck drains, as necessary.
iv. Bridge lighting, as necessary.
v. Sidewalks or shared -use path shall be included along each side of the bridge. TxDOT
combination bridge railing with a minimum height of 42" shall be selected for use.
vi. Non-standard bridge aesthetics are anticipated in lieu of standard TxDOT rectangular cap
bents with circular columns. The level of effort in the detailing process is expected to be above
that associated with a standard TxDOT bridge project. The Consultant will work with the City
to develop the project aesthetic details.
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CONTRACT:
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CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
vii. Applicable TXDOT Standards will be printed by the Consultant for inclusion in the plan set.
(Any TxDOT Standards modified by the Consultant will be signed and sealed for the
modification.)
b. Deliverables:
ii. Bridge Detail Sheets
iii. Bridge Standards
3. RETAINING WALLS
a. Retaining Walls - The Engineer shall prepare plans, details and standards for up to eight (8) retaining
wall locations. Fill embankment MSE walls are anticipated along each side of each approach to the
bridge. Other retaining wall types such as spread footing, soil nail, or drilled shaft will be considered
as appropriate although not anticipated at this time. Typical retaining wall layout (1"=50' scale)
requirements include:
i. Plan View
1. Designation of reference line
2. Beginning and ending retaining wall stations
3. Offset from reference line
4. Horizontal curve data
5. Total length of wall
6. Face of wall
7. All wall dimensions and alignment relations (alignment data as necessary)
8. Soil boring locations
9. Drainage, signing, lighting, etc. that is mounted on or passing through the wall.
10. Subsurface drainage structures or utilities which could be impacted by wall
construction.
ii. Elevation View
1. Top of wall elevations
2. Existing and finished ground line elevations
3. Vertical limits of measurement for payment
4. Type, limits and anchorage details of railing (only if Traffic Railing foundation
standard is not being used on this project)
5. Top and bottom of wall profiles plotted at correct station & elevation.
6. Retaining Wall Details: As required for non-standard elements such as drilled shaft
wall details or transitions from one wall type to another.
7. Retaining wall Aesthetic details: The Engineer shall provide details for, but not
limited to, coping, fascia, rip rap and railings.
8. Limits of temporary shoring.
9. Underdrains
10. Soil improvement, if applicable.
11. Drainage, signing, lighting, etc. as noted above
12. Drainage structures and utilities as noted above
iii. Typical Section
1. Reinforced Volume
2. Underdrain location
3. Soil improvements, if applicable.
b. Deliverables:
i. Retaining Wall Layouts
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AGUIRRE & FIELDS, LP CITY OF ROUND ROCK
CONTRACT: OLD SETTLERS EXTENSION
SWA01TOWA01
ii. Retaining Wall Standards
FC 309 — CONSTRUCTION PHASE SERVICES
1. CONSTRUCTION PHASE SERVICES
a. The Engineer shall provide Construction Phase Services at the written request of the City's Project
Manager. The written request shall include a description of the work requested, a mutually agreed
upon time limit, and any special instructions for coordination and submittal. These services shall
include, but are not limited to the following:
i. Review and approval of Contractor Submittals, shop drawings, and forming details.
ii. Attend pre -construction and pre -bid meetings.
iii. Attend up to three (3) field meetings to discuss pole locations.
iv. Respond to requests for information (RFls).
v. Provide clarification as requested.
vi. Provide corrected plans for any Change Orders.
vii. Provide as -built plans upon completion of the project.
viii. Review signal timing plans during construction.
SUMMARY OF DELIVERABLES
1. FC 110— ROUTE DESIGN & STUDIES
a. Design Concept Conference Notes for approval
b. Design Summary Report (DSR)
c. Signed/Sealed Geotechnical Report
d. Boring Logs
e. Updated Signal Warrant Technical Memo
2. FC 130 — RIGHT OF WAY DATA
a. Legal description for each parcel (signed and sealed). Up to six (5) exhibits.
b. Survey plat on 81/2"x11" for each parcel (signed and sealed).
c. Area computation sheets for legal descriptions and plats and ROW maps for all parcels.
d. SUE plan sheets
e. Test Hole Data
f. Utility Contact List
g. Utility Conflict Matrix Spreadsheet
h. Utility Conflict Layout Exhibits
I. Utility Meeting Minutes
j. Utility Certificates
k. Electronic CAD Files
3. FC 131— UTILITIES
a. Project Layout
b. Utility/Project Specific Notes
c. Utility Plan & Profile Sheets
d. Standard Detail Sheets
e. Special Detail Sheets (as necessary)
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CONTRACT:
SWA 01 TO WA 01
4. FC 150 — SURVEY
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
a. Signed Right of Entry forms if ROE is acquired
b. Reference Deeds, support documents, scanned and in .pdf format.
c. Control Layout index map
d. Horizontal and Vertical Control Sheet
e. Survey Control Sheet
f. Control Point Data Sheet
g. 3D & 2D Topo (.dgn) processed files in MicroStation/GeoPak SS10, with all chains and points
included on the 30% existing survey.
S. FC 160 — ROADWAY DESIGN CONTROLS
a. Title Sheet
b. Index of Sheets
c. Project Layout Sheets
d. Typical Section Sheets
e. General Notes Sheet
f. Removal Layout Sheets
g. Horizontal Alignment Data Sheets
h. Roadway Plan & Profile Sheets
i. Intersection Layout Sheets
j. Proposed Grading Sheets
k. Roadway, Sidewalk, & Driveway Detail Sheets
I. Roadway Standards
6. FC 161— DRAINAGE
a. Existing and proposed drainage area maps including hydrology calculations (25 and 100-YR events)
b. Storm drain plan and profile to include 25 and 100-YR HGL & Q,V,D calcs per conduit link
c. Lateral profiles to include 25 and 100-YR HGL & Q,V,D calcs per conduit link
d. Hydraulic calculation sheets (25 and 100-YR storm events)
e. Inlet calculation sheet(s) (25 and 100-YR events)
f. Standard detail sheets
g. Custom detail sheet(s), as necessary
h. Proposed culvert extension plan and profile, calculations, and construction details.
i. Quantity Summary Sheet
j. Cost Estimate
7. FC 162 — SIGNING, PAVEMENT MARKINGS, & SIGNALS
a. Signing & Pavement Marking Layout Sheets
b. Small Sign Details
c. Summary of Small Signs Sheet
d. Signing & Pavement Marking Standards
e. Existing & Proposed Signal Layout Sheets
8. FC 163 — MISCELLANEOUS (ROADWAY)
a. Traffic Control Narrative
b. Traffic Control Plan Sheets
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CONTRACT:
SWA01TOWA01
c. Traffic Control Standards
d. Illumination Layout Sheets
e. Illumination Standards
f. Electrical Wiring & Conduit Charts
g. Erosion Control Sheets
h. Erosion Control Standards
i. Quantity Summary Sheets
J. Construction Cost Estimate
k. Basis of Estimate
I. List of applicable Project Specifications
m. Project Manual
9. FC 164 — PROJECT MANAGEMENT & ADMINISTRATION
a. Monthly Progress Report and Invoices
b. Project Documentation and Meeting Minutes
10. FC 170 —STRUCTURAL
a. Bridge Layout Sheets
b. Bridge Detail Sheets
c. Bridge Standards
d. Retaining Wall layouts
e. Retaining Wall Standards
11. FC 309 — CONSTRUCTION SERVICES
a. Bridge Layout Sheets
b. Bridge Detail Sheets
c. Bridge Standards
CITY OF ROUND ROCK
OLD SETTLERS EXTENSION
19
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
10 'ask Name Work Days
1
Old Settle. Preliminary Design Schedule
389 days
45
Old Settle. P$41E IS"gn and Construction
651 drys
Schedule
46
Project setup
7 days
47
NTP for SWA02
0 mys
48
Projea setup & subconsultant agreements
7 days
49
Supplemental Survey
30 drys
s0
Mobilization
S days
si
Fieldwork
IS days
52
Processing
20 days
51
ROW
20 der
54
Prepare ROW DOCvments
20 days
55
W%PS&E
90 days
56
60% design
35 days
57
Finalize easement limits
15 days
5a
Design Concept Conference
0 days
59
Update Sign Warrant Tech Memo
30 days
60
Geotechnlcal Field Work
8 days
61
Geotechnical Laboratory Testing
20 days
62
Update Geotechnical Report
5 days
53
Update Environmental Reports
23 days
64
60% OA/OC(Internal)
Idamn
65
Address t2A/OC Comments
5 days
66
Submit 60% PS&E Deliverables to A&F
3 days
67
Submit 60%PS&E to City
0 dark
68
60% PS&E Review IEy CUty)
15 days.
69
Finalize Bridge Deslgn/H&H
10 days
70
slnallze t meironmeMl Reports
13 days
71
Flood Plain Study
10 days
72
CLOMR
120 days
73
Prepare CLOMR Submittal
10 days
74
CtOMR Package Review (by Chyl
20 days
7S
Submit CLOMR to FFW
0 days
76
CLOMR Review
90 days
77
95% PM
65 days
78
".A di"r
40 days
79
95% OA/aC (Internal)
3 days
8o
Address CU/OC Com menu
S days
$1
Submit 95% PS&E Deliverables to A&F
0days
82
submit 95% PS&E to city
0 days
83
95% PS&E Review (by City)
' Oar:
8A
Final PS&E
56 days
8s
Swal deign
35 days
66
Finalize Drainage Report
30 days
Task
Project OLD SETTLERS EXT split
Date' Mon 9/27/21 I Milestone
Summary
Sun
Thu 2/27/20
Tue 11/2/21
Tue 11/2/21
've 11,01YD
%* 1:; 2/21
Thu 11/11/21
Thu IllIV21
Thu 11/18n1
Thu 12/9/21
Tue IIM/11
Tue I V23121
Tue 11/2/21
Tue 11/2/21
Tue IIt2121
Mon iln2/21
Thu 11/11/21
Thu 11/11/21
Thu 12/2/21
Thu 12/30/21
Tue 11/23/21
Tue 114122
Fri 1/7/22
Fn 1/24122
Tue 1/1a/22
1aa 1118122
Tue 2/8J22
Tue 2/8/22
Tue 2n2/22
Tue 310/22
Tue 3/8n2
Tue 3/W22
Mon 4/4/72
Tue 4/5/22
Tue 2AI22
Tue 2/9122
Tue 4/5/I2
Fri 419/22
Fri 4/1S/22
Tue 4/39/22
Tue 5110/22
Tue 5/IO/22
Tue 5/10/22
Pmjw Summary
...... ..... 1n 0,. Task
♦ Inan"Mllestone
�1 I..." Summary
�Finsh
Thu 6n6/21
Tue 4/30/24
Wed 11/20/2I
Tue :5.2'2'.
Wed 1litoflI
Wed 12/22/21
Wed 11/17/21
Wed 12/8/21
Wed 22/22/21
Mon "PI
Mon 12/20/21
Mon 3/7/22
Mon 12/20/21
Mon 11/22/21
V11 --I
Wed IU22121
Mon 11/22/21
Wed 12/29/21
Wed 1/5/22
Thu 17/23/21
Thu 116/22
Thu 1/13/22
Fri U 407..7
Tue 1/1a/22
Mon 2/21/22
Mon 2/21/22
Mon 3/7/22
Mon a/8/22
Mon 3/21/22
Mon 4/4/22
Man 4/4/22
Mon 8/8/22
Mon 5/9/22
Mon 4:4/22
Thu 417/22
Thu 4114/22
Fn 4/15/22
Tue 4/19/22
Tut 7126/22
Mon 6/27n2
Mon 6/20/22
ADDENDUM TO EXHIBIT C - SWA01
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64�2
61 t
$7
64
� tfl4
a Vie
68
68
69
71
73
44
74
75
68
68
79
• 4/15
♦ 4/19
5.
83
83
83
I I Manual Task stanchly C 0-91no
DuM-1, Finidrordv 3 Progress
Marwai Summary Rollup [eternal Tasks Marwal Progress
Manual Summary I�'� (Menial M,1.1-e
Page 1 of 1
ask Name
67 Finalize Geotechnical Report
88 Final CA/QC llnternalj
89 Address QA/QC Comments
90 Prepare Project Manual
91 Submit Final PS&E Dellwrables toA&F
92 Sia"A Final PS&E W City
93 Final PS&E li— (by Gty)
94 Biddblg a Construction
95 r0RR Process,ng
96 et1mg
97 :.nostrum Project
98 As -Built Survey
99 Issue As -bulk OrawlrW
100 Prepare LOMR Submittal
101 LCMR P"Itsipe Review Iby City)
102 Submit LOMR
103 LCMR R"M
104 Project Closeout
Task
Project OLD SETTLERS EXT split
Oate: Mon 9/27/21 Milestone
Summary
ADDENDUM TO EXHIBIT C - SWA01
Days Start Finish P.edecessoo Half 1. 2022 HW 2. 2022 HAM 1, 2023 Half Z. Z023 H.Pam
O N D J F M A Ys 1 1 S C N D 1 F M A M 1 1 A S 0 N 0 ! M
IO day. Tart S/10(22 Mon 6/20/22 63 �
3 days Wed 6/22/22 Fri 6/24/22 F
S days Mon 6/27/22 Fri 7/1/22 a8
20 days Tue 6/28122 Mon 7/25/22 BS
0 days Fri 711/22 Fyf ?W2 7/1
1 day Tu4 7/5/22 Tw 71'L/12
15 days Wed 7/6/22 Tue 7/26/22 92
4S7 days Tue 111/9/21 Tue 4IW24
20 days Tue 8/9/22 Mon 9/5/22 76
1 day Tue 9/6122 Tue 916/22 95
2W days Wed 9/7/22 Tue 8/22/23 96
10 days Wed 8/23/23 Tue 9/S/23 97
10 days Wed 9/6123 Tue 9/19/23 96
30 days Wed 9/20/2.3 Tue 10/3123 99
10 days Wed 10/4/23 Tue 10/17/23 100
0 days Tue 10/17/23 Tue 10/17/23 101 ♦1'� lOy/T
120 days Wed 10718/23 Tut 4/2124 ID2
20 days Wed 4/3/24 rue 4/30124 103 !
Prp)m Summery
Talk
♦ Inacthe Milestone
inactive Summery
1 i Manual Task Start anM C Deadllne 41
Durauorronly, Finish -only ] Progress
Manual Summary Rolkrp External Tasks Manual Progress
Manual Summary Eatemal Mile —
Page 2 of I
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
PROJECT NAME: OLD SETTLERS EXTENSION
TASK
TOTAL
TOTAL PRIME
OTHER
SUBCONSULTANTS
TOTALS
LABOR HOURS
LOADED LABOR COST
DIRECT COSTS
FC 110 ROUTE & DESIGN STUDIES
194
73,900.00
$21964.40
$25,864.40
FC 120 PUBLIC INVOLVEMENT
92
$9,470.00
$9,470.00
FC 130 RIGHT OF WAY DATA
787
$3,780.00
$113,437.00
$117,217.00
FC 131 UTILITIES
275
$40,501.00
$40501.00
FC 150 SURVEY
171
$24,260.00
$24 260.00
FC 160 ROADWAY DESIGN CONTROLS
975
$107,880.00
$107,880.00
FC 161 DRAINAGE
1204
$164,270.00
$164,270.00
FC 162 SIGNING, PAVEMENT MARKINGS, & SIGNALS
353
$19,820.00
$26,490.00
$46,310.00
FC 163 MISCELLANEOUS (ROADWAY)
693
$62,380.00
$26,545.00
$88,92S.00
FC 164 PROJECT MANAGEMENT & ADMINISTRATION
311
$37,520.00
$20,836.60
$58,356.60
FC 170 STRUCTURAL
1236
$175,845.00
$175,845.00
CONSTRUCTION PHASE SERVICES
198
$14,660.00
$14,980.00
$29,640.00
LFC309
ES OTHER DIRECT EXPENSES
$46,380.70$46
380.70
AND TOTAL:
6489
$42S,785.00
$46,380.70
$462,754.00
$934,319.7a
Page 1 of 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
PROJECT: OLD SETTLERS EXTENSION
METHOD OF PAYMENT: LUMP SUM
PRIME PROVIDER: AGUIRRE & FIELDS, LP
COMPANY
FEE
% OF TOTAL FEE
AGUIRRE & FIELDS, LP
$426,470.80
46%
HALFF ASSOCIATES
$399,744.00
43%
FORESIGHT PES
$20,747.60
2%
KIMELY HORN
$74,788.10
8%
CD&P
$13,169.20
1%
TOTAL
$934*919.70
100.00%
FUNCTION CODE TASK NAME AFLP HALFF FORESIGHT KIMLEY HORN CD&P TOTAL
FC 110
ROUTE & DESIGN STUDIES
$3,900.00
$13,804.40
$8,160.00
$25,864.40
FC 120
PUBLIC INVOLVEMENT
$9,470.00
$9,470.00
FC 130
RIGHT OF WAY DATA
$3,780.00
$113,437.00
$117,217.00
FC 131
UTILITIES
$40,501.00
$40 501.00
FC 150
SURVEY
$24,260.00
$24,260.00
FC 160
ROADWAY DESIGN CONTROLS
$107,880.00
$107..880.00
FC 161
DRAINAGE
$164,270.00
$164,270.00
FC 162
SIGNING, PAVEMENT MARKINGS, & SIGNALS
$19,820.00
$26,490.00
$46,310.00
FC 163
MISCELLANEOUS ROADWAY
62 380.00
$26,S45.00
$88,925.00
FC 164
PROJECT MANAGEMENT & ADMINISTRATION
$37,520.00
$9,396.00
$2,690.60
$5,600.00
$3,150.00
$58,356.60
FC 170
STRUCTURAL
$175 845.00
$175,845.00
309
CONSTRUCTION PHASE SERVICES
$14,660.00
$8130.00
$6,850.00
$29,640.00ES
kFC
OTHER DIRECT EXPENSES
5685.80
$39 750.00
$4 252.60
$1143.10
$549.20
$46 380.70
TOTAL
$426,470.80
$399 744.00
$20*747.60
$74,788.10
$13,169.20
$934,919.70
PAGE 2 Of 19
AGU FIRE & FIELDS, LP ADDENDUM TO EXHIBIT 0 - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
ASK DESCRIPTION
PROJECT
PROJECT
ENGINEER
ENGINEER
IN
IN
TRAINING
SENIORCADD
ENGINEER
TEENMOAN
OPERATOR
CLERICAL I
TOTAL
LABOR HOURS
R com
ISD-ROUTE A D®fil SIUOIES
DATA COLLECTION • FIELD RECONNAISSANCE
REVIEW AS BUILT R EITY PROVIDED PLANS
REVIEW SUPPIEMEN7Al SURVEY
1
2
2
2
7
VISIT A FIEND RECONNAISSANCE
2
2
2
S
DESIGN CRITERIA
DESIGN CONCEPT CONFERENCE
2
2
DESIGN SUMMARY REPORT
1
2
3
HOURSSUB•TOTAL$
6
I2
6
2
0
0
26
NTRACT RATE PER HOUR
5200.00
S1SOD0
S110.01)
$62C 3O
So=
swDO
OTAL LABOR COSTS
SL200D0
$I,BW.W
5660D0
S240.00
$D.DD
$000
S31900D0
DISTRIBUTION OF STAFFING
i3.I%
46.2%
23.1%
7.7%
OD%
Mm
BTOTAL(a 110)
SSy0000
ASK DESCRIPTION
PROJECT
ENGINEER
ENGINEER
IN
TRAINING
SENOR
ENGINEER
TEOINICIAN
CARD
OPERATOR
ADMM /
CLERICAL,
TOTAL
LABOR HOURS
R COSTS
IM • SMU OF WAY DATA
idE4
0/ WAY MAP
INAUn PROPOSED RIGHT OF WAY A CONSTRUCTION EASEMENTS
4
4
9
REVIEW SURVEY Row DoNMENTS
2
4
EVIEW UTILITY CONFLICTS 6 COORDINATE WIL.7Y
4
22
OURS SUBTOTALS
7
10
B
0
0
0
2.5
NTRALY RATE PER HOUR
5200.00
$150.00
5110.00
$12000
Sw=
W.00
OTAL LABOR COSTS
SL"m
S1.SO000
SWAG
$ODD
SO.w
SOLID
3,7B0D0
DISTRIBUTION DF STAFFING
280%
40.0%
32A%
0D%
DD%
00%
.TAN I. UOI
S3,7B000
PAGE 3 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXWB(T D-SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
uF RQY-9111 NAUF• AGI112IF A FIFL119_ ID
ASK IHSCRIPDON
PROJECT
MANAGER
PROJECT
ENGINEER
ENGINEER
IN
TRAINING
SENIOR
ENGINEER
TECFINJOM
U.DD
OPERATOR
ADMIN/
CLERICAL
TOTAL
LAWN
ATM
1e0-ROADWAY 0lf0NN 1004FIR04S
AY DESIGN
HON20NTAL DESIGN
2
14
24
40
RTICAL DESIGN
2
14
24
40
REVIEW/INWPORATF ADIACE NT PROJECT DESIGN 1^ 95%.6 FINAL)
a
1 24
32
a
a
76
D OPENROADS MODEL
40
40
PROPOSED CROSS SECTIONS 150'INTERVALS)
1
12
30
4
$2
79
CROSS SECT)ON UPDATES I9S%, R FINAL)
1
12
30
4
32
79
PLAN S[T DRAFTING
PROJECT TITLE$MEET
1
1
2
9
12
INDEX
1
1
4
a
1A
PRDIFtt lAroU711'•2ar1
1
4
B
13
PROPOSEDLEXISTING MICAL SECTIONS
1
4
74
48
77
REMOVAL WYOUTI]-•50'1
2
a
24
34
AI AL4NMEM DATA
1
4
4
9
Y PLAN 6 PROFILE 1-=50'1
2
2
32
48
24
LTION LAYOUT (1'-2011
1
2
24
24
61
ED GRADING Il'FSD'1
a
17
3I
S3
AY, SIDEWALK R ORNLWAY DETAINS
1
8
i
32
49
AY STANDARDS2
2
12
17
E/ASSEMBNE PSAE W%, 95 A FINALI
2
12
24
6
3I
76
w
M QA/OC FOR SUBMITTALS 160%,95%. R FINA
12
40
40
92
U&TOTALS
33
200
366
22
3S2
0
975CT
RATE PER HOUR
Sm.00
$150.OD
511DA0
$220.00
$a0A0
swm
'LABOR COSTS
56.600/Xi
S3D.000AO
$40.4 M
$2 640.00
SU,160.01)
$0.00
31D7,BQOLD
DISTRIBUTION OF STAFFING
3A%
203%
37.7%
23%
36.1%
DR%
PUlITOTAL LFC 1W)
S3Q7A0A0
[AIPTIDN
PROJECT
NIANAGEA
PROTECTIN
ENGINEER
ENGINEER
TRAINING
SENIOR
TFCHN ENGINEER
GOD
OPERATOROPERATDR
PDMIN/
CLERICAL
TOTAL
IABOR�URS
PAVDADR •SWO"
A ►AVEMENT MARKINGS
6 PAVEM ENT MARRING LAYOUT Tl'•50')
1
24
40
S6
321
GN DETAILS
1
4
16
e
e
37
F SMALISISNS
LL-00A
1
4
4
2
11
AVEMENT MARRINGSTANOAROS
1
2
4
e
15
r
TOTALS
4
34
64
a
74
0
1B4
LT RATE PER HOUR
S20DA0
SIS0.00
S110AD
S120.00
510.00
Sa0.00
eOR COSTS
Sa00A0
SS,100.00
S7,04D.00
5960D0
SS.920.00
50.00
$19A20�0
AUT10NOf STAFFING
19%
163%
30.9%
38%
11.6%
D.
L WC 1621
S7l i2DA0
PAGE 4 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT 0 - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA Ol AGUIRRE & FIELDS, LP
oMMC »nvin[% NAMF• A1211111IF A FIFL[Il_ 1
ASK DESCRIPTION
PROJECT
MANAGER
PROJECT
ENGINEER
ENGINEER
IN
TRAINING
SENIOR
ENGINEER
TECHN93M
UOD
OPERATOR
ADM1N /
CLERICAL
TOTAL
LABOR HOURS
&COSTS
In. MMORLANEXIM POADWAn
K CONTROL
FICCONTROLNMRATIVE
2
4
4
4
14
FIC CONTROL LAYOUT(1'•501
1
16
40
46
105
CP STANDMOS
1
3
B
4
15
NCONOIOL
WPL,.AVO,0 1'•SO'.I
1
16
32
48
97
P3 STANDARDS
7B
4
14
MPUTE & TABULATE QUANTITIES
MPUTE TCP QUANTITIES (60%, 95%, & FINAU
1
4
B
13
EVELOP TC►SUMMARY SHE F73
4
4
4
12
MPUTE REMOVAL QUANTITIES 60%, 95%& FINAL)
4
4
B
EVE LOP REMOVAL SUMMARY SNEETS
4
4
4
12
MPUTT ROADWAY QUAMrMES:W%, 9ST(& FINAL)
1
4
24
29
DEYELOP ROADWAY SUMMARY SHEETS
4
B
4
is
MPUTE SIGNING & P0.YEMEHT MARKING QUANTITIES ;60%, 9S%. &FINAL)
4
12
16
DEVELOPSMNING& PAVEMENT MARKING SUMMARY SHEETS
1
4
4
4
13
MPUTE SWP3 QUANTITIES (60%, 9S%, & FINAL)
1
4
B
13
EVE LOP SWP3 SUMMARY SHEETS
4
4
4
12
NFTREKTION COST ESTIMATE W%, 9S%. &
ESTIMATE
6
16
14
46
BASIS OF ESTIMATE
2
4
4
10
OFKA7IOA4 &GENERA! NOTES
PECIFICADONS & SPECIAL PROVISIONS
4
6
4
74
fN iFAL NOTES
4
4
4
12
PRf►ARE PROJECT MANUAL
6
32
16
54
NOURSSUB•TOTALS
31
242
224
0
12B
O
S25
NTRACT RATE PER HOUR
$2DOAX
$150D0
$11000
5120.00
$60.OD
$110.00
T'I LABOR COSTS
S6,200.90
S21.30000
$24.64000
$OJJO
$20.74000
S000
561,3BD00
DISTRIBUTION OF STAFFING
145%
68.3%
107.7%
D.0%
615%
DAM
BTOTAL (FC 1631'�-�
PAGE 5 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA OI CITY OF ROUND ROCK
CONTRACT; FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
ASK DESCRIPTIONMANAGER
PROJECT
PROJECT
ENGINEER
ENGINEER
TOBNG
M
SENIOR
TECHN ENIN
MID
OPERATOR
ADMN I
CLERICAL
TOTAL
O SRS
LABOR COSTS
154- /RDIELT YANAG72MDff & ADBOm1MTTOR
ENEMARA ADMINISTTION
ROACT MANAGEMENT L COORDINATION WITH CORR EI4 MOWHS)
1B
14
TO
ROIECT MANAGEMENT& COORDINATION WITH SUB CONSULTANTS J14 MONTHS)
S6
14
70
-PARE WJOICES & MONTHLY PROJECT PROGRESS REPORTS (14 MONTHSI
la
1
14
70
ITFHD& PREPARE FOR FOUR(4) DESIGN MEETINGS
I
1B
16
TTENO L PREPARE FOR UP TD SIY [6) STAKEHOLDER MEETINGS
12
12
24
NWRS SUB -TOTALS
146
4a
0
0
0
14
201
WMR RATE PER MDUR
$200.00
$150.00
1110.00
$120,00
SB0.00
$BOw
DTAL LABOR COSTS
S29.200A0
$7.200.00
$0.00
50.00
SOAO
$1120.00
$37,520-00
DISTRIBUTION OF STAFFING
70.2%
23.11L
OA%
0,0%
OD%
6.7%
BTOTAL IK u41
S37A10.00
PAGE 6 OF 19
AGU FIRE & FIELDS, LP ADDENDUM TO EXHIOTT D - SWA 01 CITY OF ROUND ROCK
CONTRACT- FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
PRIME PRMRDER NAME- AGUIRRE & FIELDS. LP
ASK OES wnON
SENIOR
STRUCTURAL
ENGINEER
STRUCTURAL
ENGINEER
ENGINEER
IN
TRAINING
TECH
CAOD OPERATOR
ADMOf/
CLERICAL
TOTAL
LABOR HOURS
&COSTS
FICIM-STRUCTUNJUL
SJUDGE LAYOUT
BRIDGE LAYOUTS (1'"V—le) US & WS Brio 150%, 959C FINAL)
12
22
22
8
8
72
BRIDGE OYPICAL SECTIONS IEB& WSB ef)(W%, 95%, FINAL)
2
12
10
4
4
32
LOG SHEETS (95%, FINAL)
1
9
a
3
3
24
ETAAS&DESIGN
ED BRIDGE QUANTITY SUMMARY & BEARING SEAT ELEVATIONS 16D%, 95%, FINALI
6
2B
22
a
a
72
FIDGEORING
NT DETAILS(60%,951L FINAL)
12
Sa
44
LS
i5
144
AILS 60%. 9514. FINA
12
sa
as
15
1s
PLAN (60%, 9S%. FINAL)
4
16
12
4
4
40
ONCRETE GIRDER UNIT PLAN (601L SIM NNAM
6
24
1B
6
6
60
ONCRETE GIRDER UNIT TYPICAL SECTION 60%, 9%%, FINAL)
6
24
111
6
6
6D
BRIDGE AESTHETIC DETAILS95W FINAU
3
14
11
4
4
1
36
IGND DETAILS& GIRDER DE51GN(60%, 95%, fINAtl
2
12
10
4
A
32
PREPARE TXDOT STANDARDS
3
9
6
3
1
24
REVIEW GENERA. NOTES. SPECIFICATIONS & PROVISIONS
4
6
10
20
COST ESTIMATES (WY, SSA. FIMR
2
4
10
i6
COMMENT RESPONSES 16M 95%1
a
B
REVIEW MEETINGS 160%95%1
9
&
FOR 601A, 9S%, & FINAL SUBMITTALS
20
4D
6O
IRI.PARE FINAL BRIDGE CALCULATIONS PDF
2
4
20
16
ID & PRE.CONSMU[TION MEETINGS
aINING
[C WADS
ALIGNMENT DATA SHEETS
1
9
B
3
3
24
LAYOUTS (1'•40' uak 60%. 95%, FINAL)
14
Sa
M
14
14
144
T1'PIEAL SEC'DON5160%.95%. F11uLL1
5
19
14
5
S
AB
ING LOG SHEETS (95%, FINAL)
l
9
B
3
3
24
ALL AESTHETIC DETAILS 195106, FINALI
3
14
12
4
4
36
ESTINMTEO SLIM MAM OF RETAINING WALLS
3
14
11
4
4
36
RW MSE{ID0)DESIGN DATA u4RF Cowdlm nwRh Geo h 9S%, FINAW
1
9
a
3
3
24
PREPARE TKDOT STANDARDS
3
9
6
3
3
24
152
492
365
219
20
0
1136HOUR
M..STAFFi
$210.00
S360.00
5115.00
5125.00
SBSDO
SWDO
$31,920D0
S76,960DD
$42,97SD0
SL4,575.00
S1Q125D0
som
S17S,U5.00
TAFFING
123%
399%
29.9%
9A%
99A
OD%
pMAL RFC 170)
5175A4SD0
PAGE 7 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA OS CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 03 AGUIRRE & FIELDS, LP
AnuRRP R. aotnc Io
CR1nON
PROJECT
MANAGER
PROJECT
ENGINEER
TRAINING
SENIOR
TECHNICIAN
CADD
OPERATOR
ADMIN/
CLERICAL
TOTAL
LA�COS16
ONSEL ICTION PHASE SERVICES
CNON SERVICES
NOORECONSTRUCTONiPREi10 MEETINGS
O
6
6
32
APPgOVAL Of SHOP DRAWINGS (heama, ptMh. oinD, Iolms. MSC wall
t
It
30
NENGINEER
TO REQUESTSFOR I14FORMAT'ON RFI)
4
16
S
28
CLARIFICATION AS REQUESTED
4
4
8
16
LK THROUGH & PUNCH UST
4
4UB•TOTALS
24
S4
16
0
0
0
94
T PATE PER HOUR
S200D0
$1S0.00
S110.00
$120.00
SSD.00
S80.66
BOR COSTS
$4,WO.00
54100.00
51.76D.00
$0.00
50.00
$OJ30
$14,IW40
BUTION OF STAFFING
115%
26A%
7.7%
0.0%
0J71A
OA%
&TOTAL ITC 309)
1
1 $34.6w.D0
1OTALMIFSYFC
WTALCOSTS&v
C 11E & DESIGN STUDIES F0 ROUT
26
S3.900.00
PC IM RIGHT Of WAY DATA
25
S331101W
FC 160 ROADWAY DESIGN CONTROLS
97S
SID7,mDw
FC 162 • SIGNING. PAVEMENT MARKINGS. & SIGNALS
164
S29A2DDD
FC163 MISCELLANEOUS(ROADWAY
525
'OO
FC 164 PROJER MANAGEMENT i ADMINISTRATION
208
S3I.S2DA0
FC 170 STRUCTURAL
I236
537SAASM
FC309 CONSTRUCNONPHASESERVICES
94
S14,660.00
RTOTAL LABOR UKNSES
3173
W5,13&.00
@fl{Si3
EJMR
&OF OIQIS
C06T
MJk ]D miles RT a 101H
mar
1B0
50-%
SIO0.S0
Phot—pea 8/W III 1/2' X I "
each
200
50.15
$30.00
Phi vp-BMJ '.1lo X 17•) IW%. 9S%, FINAL Su mNtr�,WU'G 0—faChl
each
IWO
SO.25
S4+D.DO
Plots Color on bond E,NdDFT4 --- ---
tf
50
1.75
5105)10
[SUBTOTAL DIVER EXPENSES
Sol"
DIAL COSTS. PRIME ONLY S425.785
NON -SALARY OTHER DIRER EXPINSW FOR PRIME ONLY 685.80
RAND TOTAL FOR PRIME Si2i,470J0
PAGE 8 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT 0 - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEESCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
ASK UESCRI/TION
SENIOR PPLS
SURVEY TECH
2-MAN SURVEY
CREW
TOTAL
LABOR HOURS
L COSTS
1l0. MWOF WAY DATA
RIGHT OF WAY LAM
R4iNT Of WAY VERIFICATION
B
16
20
44
RIGHT Of WAY DESCRIPTIONS/EXHIBITS I51
12
96
106
RIGHT OF WAY MONUMENTATION it3ol
2
16
40
Sa
OC/fINALOELNERABLES
B
4
L2
HOURSSM70TAL5
30
L32
60
122
HTRACT RATE PER HOUR
S390.00
5110L0
S170.00
OTAL LABOR CASTS
55,70040
S1S,040DO
S10.700110
SSL740100
OWRIDUTION OF STAFFING
135%
59.S%
27.0%,
TOTAL (FC 13D1
S311.74040
ASC OESCAIPTION
SENIOR ENGINEER
IFTIIITY MANAGER
UTILITY
COORDINATOR
SUE CREW
MAkAGER
2 PER SUE /
SURVEY CREW
CARD/GK TECH
MNTRACTAD A N
SPECIALIST
ADMIN ASSlSTAM
TOTAL
LABOR OURS
A COSTS
FC 1W- RIGHT OF WAY DATA
UUURFACE UTILITY ENGINEERING ISUn
E Lv18
4
1
10
is
B
i
2
36
SUE LVL A ILABOR ONLYI
2
7
16
4
24
XPENSES FOR TEST HOLL PERMIT O TRAFFIC CONTROL RELATED TO LVL A SUE)
0TAL5
6
1
2
26
14
8
1
2
W
PLATE PER HOUR
S195.00
S215.00
5160<!O
S350�0
$170A0
595.00
SOS.OD
S65.00
EMALMABORC-OST-S
SL170.OD
S215AD
$320.00
S3,900.00
523W.00
5760E10
SO5.00
$W"N
OE STAFFING
10.0%
1.M
33%
433%
233%
133%
1.M
33%
.I
Ss -
PAGE 9 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXNI8TF D - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
ASK DESCRIPTION
SENIOR PROIEP
MANAGER
SENIOR ENGINEER
PROIER ENGINEER
GRAOUATE
ENGINEER JUT)
� MANAGER
UTILITY
COORDINATOR
ryUDD/G6TECH
ADMIN ASSISTANT
TOTAL
TABOR HOURS
& COSTS
FICIP-RMITOFWAYDATA
UOUTY OMRDIMLTKM TUC)
INITIAL PROJECT PLANNING
4
4
4
4
A
20
COORDINATION ACTIV17IES L MEETINGS
:R
8
80
104
ISSUE NOPC/ RfCFNE NOPC RESPONSES
1
16
17
CONFLICT ANALYSIS UCM& EXHIBITS- EXTERNAL ENTITIES
1c
4
RO
2A
124
REVIEW OF UTIUT'f5 PROPOSED ADJUSTMENTS/COORDINATE COMPLIANCE
2
46
48
ISSUE NORA/RECEIVE NORA RESPONSES
16
2
6
24
PREPARE PROPOSED UTILITY LAYOUT MODEL
8
8
2
8
1S
46
UTILITY CERTIFICATION / SPECIAL PROVISIONS
2
24
26
REVIEW OF FINAL RE LOCATION PLANS &PERMITS
4
36
40
CLOSE OUT
1
10
4
B
6
1
31
HOURS SUS -TOTALS
7
4
10
1 66
29
308
1 S4
2
480
CONTRACT RATE PER HOUR
5250101)
S795.00
5171m
S117.00
5215.00
5160D0
595.00
SfSm
OTAL LABOR COSTS
SL750m
5780m
S 710m
S7,727m
56,235m
549.28040
55,130m
5ll0DO
57L737.00
DISTRIBUTION OF STAFFING
13%
01%
2.1%
131%
6D%
64.2%
113%
0.4%
URTOTAL (FC L40)
$7X737.00
ASK DESCRIPTION
REVIEW
ENGINEER
ENGINEER
SENIOR ENGINEER
GRADUATE
ENGINEER((TT)
5EXIORSURVEY
MGR RPLS
SURVET
TECHNICIAN
CADD/GISTECII
CONTRACTADMIN
SPECIALIST
ADFAN ASSISTANT
TOTAL
LABOR HOURS
&COSTS
I.A. umMU
UTILITIES
WATERLINE DESIGN
9E
161
2$J
ONOC
B
6
ATERUNE EASEMENT DOCUMENT PREPARATION
2
B
10
HOURSSU&TOTAIS
1
94
163
2
8
27S
CONTRACT RATE PER HOUR
S220 D0
$296.00
5117.00
5190.00
S12D.00
OTAL LABOR COSTS
S7,760m
S18,330m
5291071m
S380m
$960m
$40,501m
DISTRIBUTION OF STAFFING
2.9%
34.2%
S93%
0.7%
2.9%
UR70TAL IfC 131)
$40,501.00
PAGE 10 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK
CONTRACT. FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, UP
ASK DESCRIPTION
SENOR RP4
5uwev TEaF
2-MAN 9JRYEY
CREW
TOTAL
LAWR NOURS
&COSTS
1N-$LIIIVEV
URVU
ESTABUSH HORIZONTAL A, VERTICAL COMROL
4
40
10
54
TOPOGRAPHIC DESIGN SURVEYING
1
70
12
33
[SUE SUPPORT
1
1
B
10
BATHYMETRKC SURVEY
20
20
41
BUILT BRIDGE SURVEY
112
12
8
21
OA/OC FINAL DCUVERABLES
4
B
12
101
SB
in
HOUR
M
5190.00
5120.00
$170.00
713DJ70
$12,770»0
S9,B60110•MmTAFFING
710%
S9.1%
339%
UBTOTAI IFC 130)
524,260.00
TASK DESCRIPTION
SR. PROTECT
AANAGER
SR REVIEW
ENGINEER
SENIORENGINEER
PROJECTENGINEEA
IUNIORENGMEER
GRADUATE
ENGINEER(EfY)
CADD/GISTECH
AD&PHASSISTANT
TOTAL
LABOR HOURS
&COSTS
FC 363-DRAINAGE
DRAINAGE
BRIDGE SCOUR
J
40
25
T2
FINAL DMINAGf REPORT
9
60
40
109
CLOMR
1
16
BS
60
362
LOMR
3
36
60
45
222
STORM DRAIN DESIGN (60%. 9S%, FINAL
10
36
175
360
120
721
QQQC FINAL D(WERABLES
16
is
HOURS SUBTOTALS
12
66
36
175
24S
550
120
0
72D4
CONTRACT RATE PER HOUR
S2S0.00
S220.00
519SD0
S172,00
S339.00
S117M
$95.00
563m
DIAL LABOR OOSTS
53,000.00
S14.=110
$7,020A)0
S2992500
S34,DSS.0D
S64.3%.00
SI3Amm
$0.00
$164.270.00
DISTRIBUTION OF STAFFING
1.0%
SS%
3A%
14S%
2031E
45.7%
10.0%
020%
uno7u tFc 162)
S1E4.270.00
PAGE 11 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT 0 - SWA01 CITY OF ROUND ROCK
CONTRACTFEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
TAU DESCRIPTION
SR PROJECT
MANAGER
PROJECT ENGINEER
CONTRACT ADMIN
TOTAL
LABOR HOURS
i COSTS
11CM-PROSECTMANIAGOIRIENT AUN04STPATI M
ENEBAL ADMINISTRATION
PROJECT AOMWKTRATION i MANAGEMENT ITMONTHS
4
12
30
MONTHLY PROGRESS REPORTS i INVOICING 17 MONTHS)
7
T
14
PROJECI COORDINATION MEETINGS (14 BI-WEEKLY C 30 MIN, 30 1.5ITR)
T
12
18
HOURS SUB TOTALS
14
31
7
52
CONTRACT RATE PER HOUR
$2501011
S171A0
S4SA0
oTALLASORCOSTS
S3,50000
SS,301.OD
S59S.00
S9A%JA
DISTRIBUTION OF STAFFING
26.9%
59.5%
135%
6TOTAL (FC 164)
DESCRIPTION
SR PROJECT
MANAGER
PROJECT ENGINEER
GRADUATE
ENGINEER(EIn
CONTRACT AOMIN
SPECIALIST
TOTAL
LABOR COSTS
i COSTS
CO46TB0[TI011 MWfE SO M OIS
SERVICES
AOMINi MANAGEMENT 12 MONTHS
6
12
16
INWOICE5 i MONTHLY PROJECT PROGRESS REPORTS 12 MONTHS
6
:1
1S
hlWOJCZ5
AL SUBMIRALRMIEW BTOT
4
16
20
T FOR INT-0RMATION (AFh) I2 TOTAL)
2
610
UBTOTALS
6
5
42
12
CT RATE PER HOUR
S195AO
5171,00
S117.00
5BS.00
ABOR COSTS
$2,170OD
SL026.00
S4,914D0
$2.02000IBUFION
OF STAFFING
9.1%
9.1%
63.6%AL
(PC 309I
PAGE 12 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK
COACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA OS AGUIRRE & FIELD$, LP
DESCRIPTION
TOTAL MH RY K
TMALCOMBYK
FC 330• RIGHT OF WAY DATA
762
S1I3AP=
FC III • UTILITIES
275
5i0'SQ1D0
FC 250•SURVEY
171
$24260.00
K 161 • DRAINAGE
1204
$164170DO
K 16i • PROJECT MANAGEMENT & ADMINISTRATION
S2
S9196DD
K0UCN
13DO
WIXOilwESEYCES
0
S69
WE
OOFUWn
OMT
SUE LVL A (Uo m IS t N0k5)
FA
i5
SI,500.ODO
S22.500.00
SUE CORR ROW PERMIT
EA
1
SIDOODO
$% DO
SUE CERTIFIED TRAFFIC CONTROL
DAY
1
Si.600D0
51.60DD0
IDDE1tSE
FEMA ONLINE CLOMR FEE
EA
1
S6,SOODO
S DO
FEMA ONLINE LOMR FEE
EA
1
5B.000DO$&,000DO
COURRIER FEE
EA
2
75.00TAL
OOIECT EXPENSES
$39,7SOD0
1.A0.00. CO5T5 FOR SUB CONSULTANT NOFISAURY OTHER DIRER EXPENSES FOR SUB CONSULTANT 539,99L.0
VAM0 TOTAL FR SUOONULTAM M
PAGE 13 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EILHI&T 0 • SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGU FIRE & FIELDS, LP
SUR PROMOFR NAMF: FORESIGHT FES
ASK OESCAIPTION
PROJECT
MANAGER
PROJECT
ENGINEER
ENGINEER
IN
TRAINING
SENIOR
ENGINEER
TECNNICIAN
CADD
OPERATOR
ADMIN/
CLERICAL
TOTAL
LABOR HOURS
&COSTS
PC 11D • R011TEDeam aSTUM
EOTECNNICAL INVESTIGATION & FIELD WORK
STAKE BORE HOLES
4
4
UTEUTY CLEARANCE M411)
1
i1
ROE COORDINATION WAANOLORD
0
PREPARE PRELIMINARY PUNS OF BORINGS FOR RMPN
1
1
3
4
DRILLING COORDINATION & LOGGING
1
2
16
19
REVIEW FIELD LOGS
1
1
2
4
ASSIGN LABORATORY TESTING
1
1
2
4
LABORATORY DATA REVIEW
1
1
i
3
BORING LOGS PREPARATION
1
1
4
6
RETAINING WALL ANALYSIS (REVIEW LAYOUT. M DEVELOP $OIL PARAMA'ERS)
1
1
4
6
RETAINING WALL DESIGN IPROVIDE GLOW STANUTY& EMRWLL STABIUTY PESJLTSI
2
3
12
17
DRAFT REPORT PREPARATION
3
4
I3
2S
FINAL REPORT PREPARATION
2
2
12
16
OC
3
6
1
9
HOURS SUBTOTALS
17
23
78
0
0
0
218
OMTMCT RATE PER HOUR
S203.17
$142.77
$90.60
$6589
OTAL LABOR COS"
$3,40.0
S1283.71
57M6M
SODO
SOAR
$0.00
S13.664A0
DISTRIBUTIONOF STAFFING
IAA16
19.5%
66.2%
OD%
0.0%
00%
ISUSTOTALIFC 110)
s13,M►.40
PROJECT
MANAGER
PROJECT
ENGINEER
ENGINEER
IN
SENIOR
ENGINEER
TFCHNIC4W
CAOD
OPERATOR
AOMIN;
CLERICAL
TOTAL
UBORXURS71WNING
COSTSOW
MANAGEMMT iAOMINIFMTIGI{
& M15C COORDINATION
1
S
NVOICES& MONTHLY PROJECT PROGRESS REPORTS4
IO
EDESMPTIONAIPTKIN
BTOTALS
1D
0
0
0
0
10
20
T RATE PER HOUR
6203.1T
$IA2 77
590.60
S6S.OR
COSTS
53A327D
50.00
SOAO
SODO
SD.oD
S65B90
$2UTIONOFSTAFHNG
S00%
DD%IFO
161I{
5261oa
PAGE 14 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXNIBR 0 • SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA01 AGUIRRE & FIELDS, LP
11.11"DpN
TOTAL MN SY FC
TOTAL COM Sr FC
T{330- ROUTE OEUGN& STUDIES
116
S1111104.40
FC 164 PROrtCf MANAGEMENT & ADMINISTRATN)N
�'�'�
.TOTAL 1.41110111 ERRENSES
139
SIGAm 0
OIFOQlS
uwr
ROFUNM
C06T
2-Reulnl Wal. Borinp p20'
I Bon Rock forul w/o TCF(<6D ft.l
It
0
WAD
SOm
co
I B4rir�dRxa Co with TCP{<60ft.)
N
40
$35.00
S1.400m
I BonnTJReek Co with TCP t> 0 ftJ
R
0
S40.00
SO•D
Buehok Grout) B.Mo A. chip.
B
40
S8.00
S32am
OnB Crrw MopllNxlon
mile
20
SS.00
$1Wm
UtKonflnetl Carnbretttue St Sale
exh
♦
S65.00
S26Dm
Compe11 St mNih (Rock)
each
a
$8500
SOW
Soluble SuMate Content of Salk
exh
1
SSS.00
SSSm
DetermineLiquid Limit of Solis
exh
S
S42.00
$210.00
Dett-Ine Plestk Um4 of Soh
exh
S
542.00
$210400
DelermWnB 0* Amount of Materul in So Is Nlet than Me 78 at tnsmeter(Minus S 200;
each
7
MAO
$350m
P&Mede Stre Ara of Solh
exh
4
570.00
SMOG
Del—ini-8 the Mobhee Content In Solo
exh
12
$1300
$156m
M.df*d Procbr Ten
exh
0
S300A0
$0.00
Dymmk Cone Penetrometer
exh
a
S30m
m
St.nd,ard Ten Method for Moisture. Ash, and Ong— Maaer of Peat & Othe OeBank Seth
exh
0
S120100
Sam
Ume 5e - ra-121-E Part 1
exh
0
51SOD0
$am
As0ME Patch
exh
0
WAD
$0.00
W e
Mlle
20
SO-S6
S11.60
raHk Cantral5tmces. 4rr4w Bdrds6 Aaenuator Tru[ks Med,uro Fro)M:lnWdn Nbor.
Wpmmt fuel{
DaY
O
51.730Dt1
$Om
ne Olrn-sloMl ConFWlNden
each
2
S450A0
$9wm
ffomta Bea ""*(SI immi p without MD Curve)
each
O
S300m
Sam
—M
U.TOTAL 01RECT wits S
I
i
I
I
I
humm—
OTAL COST$ FOR SUB CONSULTANT W...
NON-SALARY OTHER DIRECT ER►ENSTf FOR SUB CONSULTANTRAND TOTAL FOR SUbM011SULTANT S
PAGE 150E 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D-SWA Ol CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
SENIOR
►ROFE4gNAL 11
SENIOR
PROFESSIONAL
PROFESSIONAL
ANALYST
AOAUN/
CIfWAL
AL
LABOR T"OURS
& COSTS
bElR i D Pf1LLECTION
i FIPA RECONNAISSANCE
TE WITH SLBCONSULTANT TO OBTAIN TRAFFIC COYMS
1
2RCKGROUNa
TIA FROM CPT
2
4
3
1
6
kV:W
fMG WfF]IINGOPERATIONSBUTE
E!<ISTING&PRIMER FUTURE TRAFFIC VOLUMES
1
2
4AR
ANAYSIS2
4
8AL
MIMO
2
4
30
16U6-TOTALS
0
9
17
34
0CT
RATE PER NOVA
$155.00
$220A0
SIR0.00
$11C.D0
S95.00
B011 COSTS
SD.00
$L9B0I10
53.D60D0
53.120.00
$Q00
$8,260.00
01STRIBUTION OF STAFFING
D1FIi
I&O'A
1 34.0%
48.0%
0.0%
Al (K 31%
fR 1fOL0
SCRPTFON
SENIOR
PROFESSIONALHPROFESSIONAL
SENIOR
PROfES5M7NAl
ANALYST
ADMIN/
CLfRWAL
TOTAL
R HOURS
IABOrimi t70S15
PAVtlfPME •9011ALS
DEWNLAYOUT
SHEET
4
10
2S
39
ELEVATION SHEET
1
3
6
10CAL
WINING& CONDUIT CHARTS
2
4
6
uG2
KTA.L.RCOM
4
7ERMINATION3
6
30
ITIES & GENERALNOTES
2
4
6
RE081/O NNE SIGNAL FED- POLE NMOIFICATIONS
•
B
20
3ITALS(60IE
95%. fiNAL1
B
ES
30
53
SUBTOTALS
0
23
49
97
0
169
CI RATEP" HOUR
S255.00
$220.00
SI80.00
SM.00
S95.00
LABOR COSTS
50.00
SSA60.00
58.820.00
512,610.00
$0.00
S26.490.00
DISTRIBUTIONOF STAFFING
RO%
11.7%
29.3%
.7%
DA%
AL (K 1621
S26AW"
PAGE 16 OF 19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT0 - SWA 01 CRY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA Ol AGUIRRE & FIELDS, LP
S11R PROVIDER NAME. CIMLE9 NORM
T. pE5CA1POOF1
SENOR
MOFE5501 NALR
PROF NESSONAL OR
PROfE550NA1
ANALYST
ADUM
TOTAL
W00. MOORS
L COSTS
ail-M7ECLLAWA6
ANA110N DESIGN
PHOTOMETRIC MODELING
3
4
6
20
32
ILWMINATION LAYOUT SHEETS
4
10
24
40
ELECTRICAL VOLTAGE OR04'CALCS
J
6
SD
19
[ONDUAi WIRING CHARTS
J
4
17
is
F5
2
4
B
14
BMTTTALS(60%. 951S. FINAO
2
6
12
2S
45
AS SU4ICTALS
3
27
42
99
0
ILi
NTPACT PATE PER HOUR
$2t10D
$22.0.00
S30-0E
%W 00
S95.00
OTAL LABOR COSTS
S1.275.00
54B4pm
$7.$W.00
S3.ixmw
SOm
$26,545,00
DISTRIBUTION Of 57APWG
3.0%
13.1%
2SA%
58.996
00%
bUNTOTAl. (FC 101
$7i36S-Oo
—I-
IPTION
SENIOR
PROFESSONALR
SENIOR
MCFESSONAL'
PROFESSONAL
ANALYST
ADMW/
CLERICAL
TOTAL
LABOR HOURS
i BUSTS
MXT MANAmmff i ADMIEB1FIYlT10N
WATRND TWO 7 PROGRESS MEETINGS
OROINATION, PREPARE INVOICES L PROWESS REPORTS
10
S
4
4
23
Ll..EFW.n-END
TOTALSO
14
9
4
4
31
TE PERHOUR
5255.00
$220.00
$160.00
SL30.00
595.00
RCOSTS
$0.00
$3,o80m
SL620.00
S520m
$380.00
55.600mON
OF STAFFWG
CA%
45.2%
29.01E
12.9%1291E.16q
PAGE 17OF19
AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D -SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA 01 TO WA 01 AGUIRRE & FIELDS, LP
.—I. nuIFN NnaN
SENIOR PROFESSIONAEII
PROFENIOR ESSIONAL'
PRpfESSIDNAI,
ANALYST
C�CII
TOTAL
N600.MOUa(vrlKanuanN
rwDasavlmCT10N
SERVI[6I
FIELD MEETINGS
6
6
12
TO 3 RFIS
LAIKDESCRIPnONCRIPf10N
S CONTRACTOR SUBMRTALSj.
TO S SHEETSFOR CO
14
6UI
TOTALS
G
14
U
11
O
3&
CT RATE PER HOUR
S2S5.00
$22D.00
SIM-00
5130A0
SSS.00
ROR COSTS
SOAO
S3ARO.00
52,W.DD
SIAXOO
50.00
S6AS0J)D
RUTION OF STAFFING
00%
45.2%
419%
355%
aim
(FC 3"
$$ASDAD
DESCRUMON
7DTAL MN 6Y FC
TOTAL OOSTS {Y
K 110 ROUTE & DESIGN STUDIES
SD
SR'160.00
K 162 SIGNING, PAVEMENT MARKINGS. & SIGNALS
l69
76 90A0
FC163 MISCELIANEOVSJROADWAYI
166
$26.545.00I
KIN-►ROJECT MANAGEMENT& ADMINISTRATION
31
SS,SOODO
K 309 COMUM-MN PHASE SERVICES
38
S6.E5D.00
TAL LA&OR E UPENSES
i
i
I
1
1 4S6
DOOn6
LRAET
0DIUNE71
emr
MI 16--4FRTLIW I
IO.S1
537.1D
D/W Ir K1Y IAT 90%SuEmitnq
..h
60
SO.10
$12.00
TMRCCa MWKCo US,
eAdl
I11K100
l7O0A0
AL DIRER DES
53.141.10
PERMITS FOR SUR COMULTAM 573,64S.
SALARY OTHER DIRER DIPFINSES1 FOR SUN CONSUL ANT 21,143.10
PIANP TOTAL FOR S36CONSULTANT $74.7"
PAGE 18OF19
AGUIRRE 6 FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK
CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION
SWA Ol TO WA Ol AGUIRRE & FIELDS, LP
SIA PAEIVInFB NAAAF• f v
TASK DESCRIPTION
PROTECT MANAGER
SENIOR PUBLIC
INVOLVEMENT
$PEOALIST
GRAPHIC DESIGN L
WEB DEVELOPER
PUBLIC
INVOLVEMENT
SPECIALIST
JUNIOR PUBLIC
INVOLVEMENT
SPECIAUST
TOTAL
LABOR HOURS
6COSTS
PC 12 0 - PUBLIC IPOWMYlkI OUTtlA01
M)*XDFA COMMUNICATIONS L UPOATDS
UpdaLe geYeAolder m m
A
B
11
SUItcholder mmmuwAti—
12
6
6
24
Cnordl bo, Wlttlt ,Mtl OPCunenOnao oT meeli VrNR sbkehydenT MSS
16
e
A
2E
U M. RuurHls fact IIIee6, FACII)
2
6
A
12
C.n .uAamM webpm
2
2
HOURS SUB -TOTALS
30
16
0
20
B
7E
NTRACT RATE PER HOUR
$175.00
5125.0p
$100.00
595.00
$6S.O0
TAL LABOR CASTS
SS,250.00
$ZODO.DD
S0A0
SL7W.OD
S5m.00
59,470.01)
DISTRIBUTION OF STAFFING
405%
2LS-A
CAN
27.0%
10.8%
ITDTAI (K 1101
$9.670A0
ASK pESCRIPTgM
PROJECT MAHAGFR
SENIOR PUBLIC
INVOLVEMENT
SPECIALIST
GRAPHIC DESgNi
INEe t)E /LIMPER
PUBLIC
INWLVEMtl:M
SPECIALIST
JVNIOR PUBLIC
INVOLVEMENT
SPECIALIST
TOTAL
LABOR HOURS
8C0S73
PC 1"- PROJECT R IMA66�IDR kAUhMMS MTM
"[PARE FOR/AT7ENO TWO 2 PROGRESS MEETINGS
12
22
PROJECT ODORDINAnON, PREPARE INVOICES L PROGRESS RE PORTS
5
6
HOURS SUBTOTALS
JL
0
0
0
0
1R
NTNACT RATE PER HOUR
S375.00
S375.00
S10O.DO
$85.00
$65.00
OTAL LABOR COSTS
$SAW-00
SOAO
SOAO
$0.00
$O.DO
53,150.00
DISTRIBUTION OF STAFFING
100.0%
0.0%
OAK
0.0%
0.0%
AL IK 164I
�'�'m
TOTAL LAN IV K
TOTAL COSTS n PC
FC lm PUBUCIMVOEVEMENTLOUTREACN
74
S9,470M
FC 166 PROIECTMANAGEMENTLADMANISTRATION
1a
53150m
A/LABOR mv6ES
92
212.6m.00
13 @
I UNIT
I BR WRIS
I a=
1 e eO—WF ATee
mlk
320
S0.56
1
1 51M.m
500
5058
It
5290A0
—"letter
PRm"Vples oelor (I 11r X 1111
Puh
100
SEOAO
holdW wl. 11'X 1T
!ITCH
50
>P
AO
u DIRER EXPENSES
OTu COSTS FOR SUB CONSULTANT $116m.
wSLLARV IOTHER DIRECT EXPENSES FOR SUB CONSULTANT f19.m
rGIULND TOTAL FOR SUBCONSULTANT SE3.7N.20
PAGE 19 OF 19