R-2021-057 - 2/25/2021 RESOLUTION NO. R-2021-057
WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering
Services("Contract')with BGE, Inc. for the Red Bud Lane North Project, and
WHEREAS, BGE, Inc. 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
BGE, Inc.,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 BGE, Inc., 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 25th day of February, 2021.
CRAIG,X4OR , Mayor
City cdRoundoclk, Texas
ATTEST:
4n,&4zau'l Z
MEAGAN SP&KS,-Depuly City Cler
0112.20212;00465415
No Text
EXHIBIT
"A„
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
SUPPLEMENTAL CONTRACT NO. 1
TO CONTRACT FOR ENGINEERING SERVICES
FIRM: BGE,1NC. ("Engineer")
ADDRESS: 101 West Louis Henna Boulevard,Suite 400,Austin,TX 78728
PROJECT: Red Bud Lane North
This Supplemental Contract No. I to Contract for Engineering Services is made by and between
the City of Round Rock, Texas, hereinafter called the "City" and BGE, Inc., hereinafter called
the"Engineer".
WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter
called the"Contract", on the 12th day of September, 2019 for the Red Bud Lane North Project in
the amount of$436,411.52;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$689,788.50 to a total of$1,126,200.02;
NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract
is amended as follows:
I.
Article 2, Engineering Services and Exhibit 13, Engineering. Services shall be amended as set
forth in the attached Addendum to Exhibit B. I:xhibit C. Work Schedule shall be amended as set
forth in the attached Addendum to Exhibit C.
11.
Article 4, Compensation and Exhibit D. Fee Schedule shall be amended by increasing by
$689,788.50 the lump sum amount payable under the Contract for a total of$1,126,200.02, as
shown by the attached Addendum to Exhibit D.
IN WITNESS WIIEREOF, the City and the Engineer have executed this Supplemental
Contract in duplicate.
[signature pages,follow]
Supplemental Contract Rev.06/16
0199.1947;00464970 84275
I
BGE,INC.
Bv:
Date
Supplemental Contract Rev.06/16
0199,1947.00464970 84275
CITY OF ROUND ROCK APPROVED AS TO FORM:
By:
Craig Morgan, Mayor Stephan L. Sheets,City Attorney
Date
Supplemental Contract Rev.06/16
0199.1947;00464970 84275
3
ADDENDUM TO EXHIBIT B
Engineering Services
The work to be performed by the ENGINEER under this contract consists of providing engineering
p g en i g g
services required for the development of construction plans for the widening and reconstruction of
Red Bud Lane from US 79 to Paloma Lake Blvd and along CR 122 approximately 500' and
along Old Settler's Road approximately 600LF. The project consists of reconstructing
approximately 1.5 miles of the existing 3-lane roadway section to a 4-lane divided facility and
adding a right turn lane on CR 122. This project involves surveying,geotechnical,environmental,
public involvement,engineering analyses, and associated details necessary to produce PS&E to a
100%design.
The ENGINEER shall perform all work and prepare all deliverables in accordance with the latest
version of the City of Round Rock criteria.
The ENGINEER shall perform quality control and quality assurance(QA/QC)on all deliverables
associated with this project.
The ENGINEER shall provide traffic control in accordance with the Texas Manual on Uniform
Traffic Control Devices ("fMUTCD) when performing onsite activities associated with this
contract.
ENVIRONMENTAL COMPLIANCE AND PUBLIC INVOLVEMENT
(Function Code 120) (BGE)
This project is projected to be locally funded and is not on the TxDOT system; therefore, it will
not be governed by National Environmental Policy Act(NEPA)requirements.
Under a previous contract, the ENGINEER prepared an Environmental Constraints Map, Local
Government Environmental Compliance Memorandum, and a Cultural Resources Letter Report
(in order to initiate consultation with the Texas Historical Commission [THC] in compliance with
the Antiquities Code of Texas). The scope and limits of the project previously documented by
these deliverables has changed, and the services to be provided by the ENGINEER under this
contract include updating the previously prepared documents to reflect the changed project scope
and Iiinits.
Additionally, the project requires acquisition of ROW from a parcel which contains a fueling
station with underground petroleum storage tanks. Services to be provided by the Engineer include
a Phase I Environmental Site Assessment (ESA) for that property.
1. Data Collection and Environmental Constraints Mapping
A. Obtain and review existing and available environmental data for the revised project limits.
B. Update environmental inventory constraints map to include the revised project limits and
additional environmental constraints.
C. Perform field reconnaissance of the revised project limits to identify environmental features.
Page 1 of 10
2. Environmental Compliance Documentation
A. The project will not be governed by NEPA.The ENGINEER will conduct a regulatory
database review and site visit Section 404 of the Clean Water Act, the Endangered
Species Act and Texas Parks and Wildlife Code to determine if federal or state
protected species habitat is present within the project area. One site visit will be
conducted by a biologist. A previously prepared memorandum will be revised to
document the results and recommended best management practices for compliance
with applicable state and federal regulations.
B. Cultural Resources—One site visit will be conducted by a cultural resources' specialist.
The Engineer will revise the prepared letter report for coordination with the Texas
Historical Commission under the Antiquities Code of Texas using the online eTRAC
system.
3. Phase I ESA
The ENGINEER will perform a Phase I ESA on one property to identify, to the extent
feasible, the potential for recognized environmental conditions under the processes
prescribed in the American Society for Testing and Materials (ASTM) E1527-13
guidance document, Standard Practice for Environmental .Site Assessments: Phase I
Environmental Site Assessment Process. "Recognized environmental conditions"
(RECs)are defined in ASTM E 1527-13 as the presence or likely presence of hazardous
substances or petroleum products on a property that indicate an existing release, past
release,or material threat of a release of any hazardous substances or petroleum products
in to structures on the property or into the ground, groundwater,or surface water of the
property.
The intent of conducting a Phase I ESA is to constitute all appropriate inquiry to permit
the user to satisfy the requirements and qualify for the innocent landowner limitations
on Comprehensive Environmental, Response, Compensation and Liability Act
(CERCLA)liability,with the standards and practices set forth in 40 CFR Part 312.
The Phase I ESA will include a regulatory review, one field investigation, interview
with owners, background research, and a final report with findings and
recommendations.
4. Environmental Permits,Issues,and Commitments(EPIC)Sheet
The ENGINEER will prepare an EPIC sheet to communicate environmental issues,
commitments and best management practices to the contractor, to be included in the
PS&E.
5. Deliverables:
• Revised Environmental Constraints Map
• Revised Local Government Environmental Compliance Memorandum
+ Revised Letter Report and Coordination with THC
Page 2 of 10
• Phase I ESA Report
• EPIC Sheet for inclusion in the PS&E
6. Public Involvement
A. The ENGINEER will plan,schedule,conduct and facilitate four meetings with affected
property owners(MAPOs)to share project information with and collect feedback from
affected property owners as determined by the City and the team through the project.
7. Environmental Exclusions — The following are excluded, and if deemed necessary,
additional tasks can be conducted under a separate or supplemental work authorization.
• Preparation of a NEPA document
• All surveys, field studies, or other tasks not identified in the scope of services.
RIGHT OF WAY DATA (Function Code 130)
1. Utility Coordination (Halff Associates, Inc.)
A. The Engineer shall perform Subsurface Utility Engineering (SUE) Quality Level B and A,
Utility Coordination,and Utility Engineering services for approximately thirteen(13)utilities
as listed below on the Red Bud Lane Project:
• AT&T—Telephone
• AT&T—Fiber Optic Cable
• Grande Communications—Fiber Optic Cable
• FiberLight Communications--Fiber Optic Cable
• Round Rock ISD—Fiber Optic Cable
• City of Round Rock—Water
• City of Round Rock—Wastewater
• City of Round Rock—Storm Sewer
• City of Round Rock—Lighting/traffic signal
• Spectrum--Cable TV
• Atmos Energy—Gas
* Oncor Electric Delivery—Distribution Electric
• Austin Energy—Transmission Electric
B. The work to be performed by the Engineer under this contract shall consist of providing
engineering services required for SUE Quality Level B and A, Utility Coordination and utility
Engineering on the Redbud Lane Project.
C. Initiate one-call (811) and coordinate with utility companies. Halff will initiate utility
companies to mark their lines. Markings will be surveyed by Inland Geodetics.
D. These services include as needed SUE,utility adjustment coordination,and utility engineering
activities including obtaining record information on existing utilities from utility owners to
identify all known existing public utilities, updating the Quality level C and D base map
depicting the horizontal utility locations, updating and maintaining a Utility Conflict Matrix
(UCM)and Utility Layout identifying potential known conflicts.
Page 3 of 10
E. Subsurface Utility Enaineering(SUE)including utility investigations subsurface and
above ground prepared in accordance with AASHTO standards[ASCE C-1 38-021 and
Utility Quality Levels as follows.
i. Utility Quality Levels are defined in cumulative order(least to greatest)as follows:
• Quality Level D-Existing Records: Utilities are plotted from review of available existing
records.
• Quality Level C- Surface Visible Feature Survey: Quality level "D" information from
existing records is combined with surveyed surface-visible features(performed by surveyor).
Includes Quality Level D information. If there are variances in the designated work area of
Level D then a new schematic or plan layout,if needed,is required showing the limits of the
proposed project and limits of the work area required for this work authorization;including
highway stations,limits within existing or proposed right of way,additional areas outside the
proposed right of way, and distances or areas to be included down existing intersecting
roadways.
• Quality Level B - Designate: Two-dimensional horizontal mapping. This information is
obtained through the application and interpretation of appropriate non-destructive surface
geophysical methods. Incorporates quality levels C and D information to produce Quality
Level B. If there are variances in the designated work area of Level D then a new schematic
or plan layout,if needed,is required showing the limits of the proposed project and limits of
the work area required for this work authorization;including highway stations,limits within
existing or proposed right of way, additional areas outside the proposed right of way,and
distances or areas to be included down existing intersecting roadways.(10,000 LF of utilities
estimated)
• Quality Level A - Locate (Test Hole): Three-dimensional mapping and other
characterization data.This information is obtained through exposing utility facilities through
test holes.Actual locations are tied to survey control(performed by surveyor). Incorporates
quality levels B,C and D information to produce Quality Level A.(up to twenty(20)test
holes)
F. Utility Adiustment Coordination including one(1)utility coordination meeting with
the City of Round Rock and individual utility companies.
i. The Utility Coordinator shall perform utility coordination and liaison activities
with involved utility owners,their consultants,and the City of Round Rock.
a. The Utility Coordinator shall coordinate all activities with the City of
Round Rock,or their designee,and will be responsible for the following:
b. The Utility Coordinator shall provide initial project notification letters to
all affected utility companies, owners, and other concerned parties, if
needed.
C. The Utility Coordinator shall provide the City of Round Rock and all
affected utility companies and owners a Utility Contact List for each project
with all information such as: (a) Owner's Name; (b) Contact Person; (c)
Telephone Numbers; (d) Emergency Contact Number; (e) E-mail
addresses; (f) as well as all pertinent information concerning their
respective affected utilities and facilities,including but not limited to: size,
number of poles, material, and other information which readily identifies
the utilities companies' facilities.
d. The Utility Coordinator shall advise utility companies and owners of the
general characteristics of the Project and provide an illustration of the
Page 4 of 10
project footprint for mark-up of the utility facility locations that occupy
the project area.
e. The Utility Coordinator shall coordinate which utilities will conflict with
roadway construction and make the utility company aware of these
conflicts.
f. The Utility Coordinator shall attend monthly City of Round Rock utility
status calls to provide update and discussion with Round Rock staff and
local utilities.
G. Utility Engineering including the identification of utility conflicts, coordination,
compliance with City of Round Rock standards,and resolution of utility conflicts.The
Engineer shall coordinate all activities with the City of Round Rock, or their designee,
and will be responsible for the following:
i. Existing Utility Layout:The Engineer shall maintain a utility layout in the latest
version ofAutoCAD Civil 3D used by the City of Round Rock. This layout shall
include highlighted existing utilities which are to remain in place or be
abandoned, and adjusted utilities. This layout will be utilized to evaluate
alternatives. The Engineer will utilize the layout of existing utilities as prepared,
if available, and make a determination of the following.
a. Facilities in conflict with the proposed project that are to be relocated.
b. Facilities to be abandoned in place.
C. Facilities to remain in service and in place.
d. The Engineer shall be responsible for determining if there are additional
facilities, not shown in the Subsurface Utility Engineering (SUE)
documents, which require relocation. The Engineer shall coordinate this
information with the City of Round Rock immediately upon discovery.
ii. Meetings with Utility Companies: As required, to facilitate utility conflict
identification and resolution,the Engineer shall:
a. Establish contact with all existing utilities within and adjacent to the
project limits and set up utility coordination meetings to discuss concepts
and options for construction.
b. Prepare and present, in collaboration with the City of Round Rock,
instruction and orientation sessions as required. The instruction shall
introduce the SUE Plans, the proposed utility layout, processes,
demonstrate the technology and facilitate the preparation of work orders,
billings, and contract related documentation as it pertains to utility
adjustment work.
iii. Review of Utility's Proposed Adjustments,the Engineer shall:
a. Evaluate Alternatives: The Utility Engineer shall evaluate alternatives in
the adjustment of utilities balancing the needs of both the City of Round
Rock and the Utility.
b. Review Estimates and Schedules: The Utility Engineer shall 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 standards and
proposed location data. The responsibility for quality and accuracy of
Utility adjustment plans will remain with the Utility Company.
Page 5 of 10
d. Prepare a Signed and Sealed Proposed Utility Layout in pdf and the latest
version of CAD used by the City that can be overlaid on the base file with
drainage.
11. Deliverables:
i. Two (2) Proposed Utility Layouts (l l"x 17") signed and sealed by a Texas
Professional Engineer
ii. Two (2) sets of Test Hole Data Forms(8.5"xl 1") signed and sealed by a Texas
Professional Engineer
iii. Utility Contact List
iv. Utility Conflict Matrix/Exhibit
V. Notification betters
vi. Meeting Minutes for one(1)coordination meeting with the City of Round Rock
and individual utility companies
vii. Meeting Minutes for individual coordination meetings with the utility companies
viii. AutoCAD Civil 3D electronic project files in US feet(2D) format
PROJECT MANAGEMENT (Function Code 145)
1. Meetings
A. Attend and document Progress Meetings at the City of Round Rock office. Assume
eight(8)meetings shall be required.
2. General Contract Administration
A. Develop monthly invoices and progress reports.
B. Subconsultant coordination and coordination with the adjacent roadway designer.
C. Design coordination with the City of Round Rock.
3. Quality Assurance and Quality Control (QA/QC) Plan:
A. Prepare a project specific QA/QC plan and submit to the City within thirty(30)
days of notice to proceed.
B. For each deliverable, provide evidence of their internal review and mark-up of
that deliverable as preparation for submittal and in accordance with submitted
project specific QA/QC plan.
C. Provide continuous QA/QC throughout the duration of the scheduled services
included herein to appraise both technical and business performance and provide
direction for project activities.
FIELD SURVEYING (Function Code 150) (Inland Geodetics)
1. General
A. Surveys provided will be in accordance with the ""Texas State Board of Land
Surveying"and the applicable City of Round Rock regulations. Additional survey will
Pine 6 of 10
be conducted along CR 122 to provide the topographic details required to add the
additional right turn lane. Survey will also capture the topographic details along red
Bud north of CR177/CR122 for the addition of the lanes requested by the City of Round
Rock. Final survey will account for the East and west sides of Old Settler's Blvd not
previously captured but required to ensure the roadway geometry is correct and the
drainage works as intended.
B. Survey field notes will be submitted if requested by the City of Round Rock.
2. ROW Identification (Inland Geodetics)
A. The Surveyor shall perform sufficient records research to identify the existing owner
and boundary limits of the adjacent properties. Property lines and owners should be
provided in CAD format and shown on the Schematic.
3. Boundary Surveys
A. Perform sufficient property records research to obtain current ownership and deed
information of affected properties. Surveyor will prepare an individual survey plat and
metes and bounds description for each parcel (2 estimated)of land to be acquired for
this project. Surveyor will set appropriate monuments in the field as shown in Survey
plat and description for each acquired parcel.
B. Perform revisions to existing boundary surveys of certain parcels that are determined
to have changed configuration or ownership either in adjoining properties for the
development of acquisition and/or easement documents required to accommodate the
proposed feature replacement and/or channel improvements.
C. Prepare individual parcel plats and descriptions to be used by the City of Round Rock
for required right of way acquisition and easement process.
ROADWAY DESIGN CONTROLS (Function Code 160)
1. 30%-100% Design Development
Perform the following items for the project:
A. Geometric Design—Revise the horizontal alignment; vertical profile; pavement cross
slopes; front slope, back slope, and ditch configuration that meet acceptable design
criteria and remain within the limits of the proposed ROW.
B. Plan & Profile Drawings (11' =50') — Drawings to include critical base map
information, control and benchmark data, proposed roadway improvements including
horizontal and vertical roadway geometry, pavement edge geometry,drainage,grading
and miscellaneous improvements.
C. 'rypieal Sections—Prepare existing and proposed typical sections.
D. Design Cross Sections-Develop roadway cross sections associated with the proposed
horizontal alignment and vertical profile in accordance with acceptable design criteria.
Page 7 of 10
E. Pavement Design—Develop a final pavement design based on analysis and materials
preferred by the City of Round Rock.
F. Alignment Data Sheets— Prepare horizontal and vertical alignment data sheets with
the GEOPAK baseline descriptions.
G. Driveway Details—Develop full details for each proposed/existing driveway to ensure
each meets design and functional features and requirements. There are 16 existing
driveways along Red Bud North and the portion of Old Settlers Blvd included in this
proposed PS&E.
11. intersection Details— Develop full details for each proposed/existing intersection to
ensure each meets design and functional features and requirements. Existing
intersections for this PS&E include Red Bud at the following streets:
• SH 79, Mickey Mantle Place/Pioneer Wagon Dr., Tiffany Nicole/Covered Wagon
Trail,Joseph St.,T.C.Oatts LN,Old Settlers Blvd,Pauling Ln/Loop,CR I I7/CR122,
and Paloma Lake Blvd
1. Earthwork Quantities
DRAINAGE (Function Code 161)
30%-100%PS&E:
A. Incorporate all design surveys into computer aided drafting and develop topographies
and surfaces. This data shall be utilized to develop drainage areas, hydrology and
hydraulics. This shall include topographic working drawings to prepare the final
drainage design.
B. Develop storm water hydrology for the existing and ultimate roadway section
throughout the limits of the project. The model shall incorporate the 10%, 4%and
1%annual chance storm (I 0-year, 25-year, and 100-year)events. Modeling shall
develop storm water flows to all cross culverts and roadway conveyances utilizing
Atlas 14. Based on the data developed, drainage infrastructure shall be designed for
the project area to include a level of detail sufficient to establish cost estimates and
required easements and possession and use agreements for the construction of the
proposed drainage structures and channel improvements.
C. Develop designs for one cross-drainage structure throughout the project limits. The
cross drainage shall be modeled with GEOPAK Drainage or other appropriate software
such as SUDA.
D. Develop designs for proposed end-to-end storm water collection systems for the
proposed curb-and-gutter portion of the project area. Storm sewer designs shall be
developed using GEOPAK Drainage or other appropriate software such as SIJDA.
E. Identify potential utility conflicts based on design for the project area.
F. Develop drainage easement requirements for the project area.
G. Coordinate the design with the City of Round Rock.
Page 8 of 10
Deliverables:
• Drainage Area Maps
• Hydraulic Data Sheets
• Culvert Layout P&P Sheets
• Storm Sewer P&P Sheets(I"=50')
Signing, Pavement Markings and Signalization (Function Code 162)
30%-100%PS&E:
A. Signing& Pavement Markings—Prepare signage and pavement marking plan sheets,
layouts, and associated details.
- Develop pavement marking and signing layouts.
B. Traffic Signal Layouts — Prepare traffic signal plan (sheets, layouts, and associated
details:
- Develop existing intersection layout.
- Develop traffic signal layouts. showing the proposed traffic signal
features, signal pole schedules, vehicle detection systems,signal phasing,
conduit and cable schedules, electrical service(layout and detail sheets)
- Develop signal elevations
- Assemble standard drawings
• Adjustments to exiting signal located at the intersection of Mickey Mantle
Place/Pioneer Wagon Dr and US 79. This PS&E will include the design of temp
signals based on phasing, final signals, and demolition of existing signals.
• Proposed signal located at Old Settlers Blvd
• Proposed conduit layout at CR 122/117
C. Quantity Summaries—Prepare summary sheets of all signing, pavement markings,
and traffic signal quantities.
D. SH 79 Revisions
• Design for the relocation of the drainage outfall on the east side of the intersection
(scope and fee are included in the drainage section)
• Relocation of signal poles caused by the widening of the cross section to account for
the addition of the NB dedicated lane for the WB SH 79 to NB Red Bud traffic to the
northern Wal-Mart driveway.
Realign the SB Red Bud Lanes& splitter island so that they align with the SB lanes on
the southside of the intersection.
Page 9 of 10
MISCELLANEOUS (ROADWAY) (Function Code 163)
300/o-100%PS&E
1. Traffic Control Plans(TCP)—Prepare Sequence of Phased Construction. Prepare TCP
cross sections to identify temporary pavement needs. Identify impacts to existing drainage.
Prepare plan for temporary signals. TCP will be presented in construction plans.
A. Temporary Signals will include(all intersections as necessary):
i. Develop temporary signal layouts by each major phase of construction(layout and
detail sheets).
ii. Develop temporary signal elevations by each major phase of construction.
iii. Ensure the removal of existing signal equipment not required for the temporary or
proposed signals.
B. Prepare Title Sheet,Project Layout(1),Index of Sheets and Summary Sheets
C. Cost Estimates — Prepare updated construction cost estimates at each milestone
submittal.
30%-l 00%PS&E
D. Illumination Photometric Study — Continuous LED street illumination will be
designed in accordance with requirements of City of Round Rock street illumination
design criteria and modeled utilizing AGI 32 lighting software.
E. Illumination Circuit Design, Layouts, and Details— Design conduit runs, circuits,
size conductors and electrical services in accordance with Oncor Electric specifications
and National Electric Code (NEC). Prepare illumination plan sheets showing
illumination intensity cells, illumination pole location,conduit runs,conductor size
F. Illumination—Prepare illumination plan sheets, layouts,and associated details.
i. Develop continuous illumination layouts along Red Bud Lane from US 79 to CR
117/122
1. Poles will be placed in the median at a 200 ft to 250 ft pole spacing,
ensuring full lighting at each intersection.
2. Design will include pole foundations, conduit, ground boxes, and
electrical service.
3. ONCOR to place light poles on foundations.
ii. Develop conduit and wiring layouts, circuit diagrams, and electrical service
design in accordance with ONCOR standards and NEC.
iii. Develop Summary of Quantities
iv. Assemble standard details.
G. Storm Water Pollution Prevention Plans(SW3P)— The Engineer shall develop
SW3P layouts,on separate sheets from (but in conformance with)the TCP,to
minimize potential impact to receiving waterways. The SW3P layouts must include
text describing the plan, quantities,type, phase and locations of erosion control
devices and any required permanent erosion control.
Page 10 of 10
ADDENDUM TO EXHIBIT C
Work Schedule
Attached Behind This Page
g
___.__,..................................... _.._.........._.........._. .._............._...
HWY:Red Bud North Red Bud North
PS&E Project Schedule
,IQ rase Name Stara :fin#sh t1,6tion Worltino Days N,:y'?,L€. Ian'21 Mar'21 May'21 )ui'2; Sep.' 1 Nov )an 22 ;
1 Red Bud North Project Schedule Thu 2/12/21 Fri 12/31/21 228 days (Working Days) 11
Red Bud North Project Schedule
2 CORR Excuted WA#2 Thu 2/11/21 Thu 2/11/21 0 days 2/11 ♦CoRR Excuted WA#2
3 Prepare 60% Thu 2/11/21 Fri 4/30/21 57 days (Working Days)
4 Submit 60%to QA Fri 4/16/21 Fri 4/16/21 0 days 4/16*# Submit 60%to CIA
5 Submit 60%to CoRR Fri 4/30/21 Fri 4/30/21 0 days 4/30 1 Submit 50%to CoRR
t
6 CoRR 60%Review Mon 5/3/21 Fri 5/14/21 10 days (Working Days)
1
t
7 Utility Coordination and Relocation Mon 5/3121 Fri 12/31/21 171 days (Working Days)
8 Prepare 90% Mon 5/17/21 Fri 9/10/21 83 days (Working Days) ...
9 Submit 90%to QA Fri 8/20/21 Fri 8/20/21 0 days 8/20y0 Submit 9D%to QA
i
10 Submit 90%to CoRR Fri 9/10/21 Fri 9/10/21 0 days 9/10 w Submit 90%to CoRR
11 CoRR 90%Review Tue 9/14/21 Fri 9/24/21 9 days
y (Working Days)
.2 Prepare 100% Mon 9/27/21 Fri 11/19/21 40 days (Working Days)
1
3 Submit 100%to QA Fri 10/22/21 Fri 10/22/21 0 days 10/U),#Submit 100%to QA
14 Submit 100%to CORR Fri 11/19/21 Fri 11/19/21 a days 11/19 Submit 100%to CoRR
Project Red Bud North Task =afn Maesto,,e ♦ Summary Manual Prou!xss
M.......M..................................�.-�........
Date Printed:Tue 1/5/21 Pagel of 1
._............. ..___._. — ................. ___..._...._...... ._...._.._...._..._..............._.._..............................._—......._...._.__..___.__ .....__.__...... .._..........__._.._........._........._........_._.__.._.__
ADDENDUM TO EXHIBIT D
Fee Schedule
Attached Behind"Phis Page
PROJECT NAME: RED BUD NORTH EXHIBIT D-FEE SCHEDULE
FROM US 79 TO CR 117
FC DESCRIPTION BGE Halff Inland TOTAL
FC 120 ENVIRONMENTAL $ 21,964.00 $ $ - $ 21,964.00
FC 130
ROW $ 2,128.00 $ - $ 9,040.00 $ 11,168.00
UTILITY COORDINATION $ - $ 116,400,00 $ - $ 116,400.00
FC 145 IGENERAL MANAGEMENT/COORDINATION $ 17,089.00 $ $ - $ 17,089.00
FC 150 FIELD SURVEYING $ 1,360.00 $ - $ 14,838.00
FC 160 ROADWAY DESIGN CONTROLS $ 111,935.00 $ - $ -
FC 161 DRAINAGE $ 138,812.00 $ - $
FC162 SIGNING, PAVEMENT MARKINGS AND SIGNALIZATION $ 104,132.00 $ $
FC 163 MISCELLANEOUS ROADWAY $ 151,174.00 $ - $
EXPENSES $916.50 $ - $ - $ 916.50
TOTAL $549,510.50 $116,400.00 $23,878.00 $689,788.50
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HALFF ASSOCIATES EXHIBIT D-FEE SCHEDULE
PROJECT NAME:RED BUD NORTH
FROM US 79 TO CR 117
TASK/DESCRIPTION UTRJTY SR UTBJW CAOO 1 SR SU Y SURVEY 2 MAN SUE 1 MAN 2 MAN CONTRACT ADMB4 TOTAL LABOR
MANAGER ENGINEER COORDINATOR GIS MANAGER TECH SURVEY CREW SUE SUE ADMIN ASSISTANT MAN- CHARGES
...-..... ------ TECH RPLS CREW MANAGER CREW CREW SPECIALIST HOURS
TJiSX 1 SUBSURFACE UTILITY ENGINEERING(SUE)
SUE LEVEL A(Up to 20 test holes)(51,2501hole) 0 $ 25,000.00
SUE LEVEL B(10,000 N estimated) 2 16 1 8 50 8 86 $ 12,800.00
SUBTOTAL HOURSICOSTS 2 (1 0 16 1 8 50 8 0 0 0 0 85 S 37 600.00
-TASK 2 UTILITY ADJUSTMENT COORDINATtOWENOWERING
COORDINATION OF ENGINEERING ACTIVITIES 12 32 20 40 40 1E 4 164 $ 23,440.00
MEETINGS(1 public 3 2 individual with each utility) 30 30 80 8 4 152 $26,120.00
REVIEW PROPOSED ADJUSTMENTSJCOORDINATE COMPLIANCE 12 40 80 40 172 S X11110.00
ATTEND MONTHLY CITY UTILITY CALLS 4 8 12 S 2,060.00
SUBTOTAL HOURSiCOSTS 64 106 188 a8 0 0 0 40 0 0 16 8 600 S 78600A0
FEE SUMMARY
TASK 1 SUBSURFACE UTILITY ENGINEERING(SUE) 86 S 37,500.00
TASK 2 UTILITY ADJUSTMENT COORDINATIONIENGINEERING 600 S 78 600.00
TOTAL HOURS 66 106 lag 104 1 8 60 48 0 0 1s 8 5"
RATES S 5215 00 5195 W $160 00 595 00 S'90 00 $120 00 S1T0.00 615000 $85 00 $170 00 woo Sb5 iA
BASE SALARIES 8.REIMS'S TOTAL $12 D40 S20.670 $30:080 S9 880 5190 $960 $8.500 $7 200 SQ SO $1 360 5520 S 116 400.00
2CRe:3CREW;4CRLA IGPS PM RFLS SIN TECH Tr":::H ISLS ADM:: DIRECT REC.($15/Unit/H VEH:CLES1F60rtm9^,ay) V'S($55jLlnit/0 INDIRECT TOTAL
RATE I HOUR $150 SI M $190 $12C $14C $135 $102 $98 $15C $54 9 of;Jnas 0 of How< t of Unr; N of Day!,8 01 U10, a of Days
BILVAT:OWADUIN 2 HRS 2 HRS 2 HRS
2 HRS $ 882.CU 86 00
RECOVER SURVEY CONTROL 2 FIRS 2 HRS $ 540 cu i 54000
'ET SECONDARY CONTROL 4 HRS 1 HRS 5 720 OO S F 720 CO
b 5
IE.D SURVEY FOR TOPO S 5
SB SEGMENT 2 HRS 20 FIRS 1 HRS 2 635 N - 3 2,835 G0
RED BUD 32 HRS 8 HRS 1 HRS 1 HRS $ 049 CO
S g 5,94900
DATA PROCESSING i HRS 2 HRS 32 HRS 1 HRS F J 7,8 CU $ 3,728 CO
I1 COORDINATON 2 HRS $ 204 co 5 - 204 N)
10 HRS C HRS O I _I IF,;3 HRS u H P S 36 HR6 O HRS 0 HR5 4 HRE= $ 14 e38 00 O HRS )DAYS O DA>> - $ 14 338 00
PROPERTY RESEARCH 2 HRS 4 HRS $ 618 00 s - ! 676 00
ROPERTY S'CHEMA11C 8 HRS $ 816 oC' S 616 PC
FIELD SURVEY BOUNDARY a HRS 6 HRS 2 HRS
1 HRS 241,800 5 btb 0v
80JNDARY ANALYSIS 2 HRS 2 HRS S 47400 $ 4,4 00
POW RECONSTRUCTION 4 HRS $ 408 00 S S 408 GO
$ 5 3
-ARCEL ACO PACKAGE(1) 2 HRS 4 HRS 20 HRS 2 IiRS $ "968 00 3 - S 2.966 00
c-MONUMENr5 4 HRS 2 HRS $ 80400 S s 804 OC
TITLE REVIEW 2HRS 2HRS 474 A0
$ $ 474 DC
i2"iH.s 0 HRS 0 HRS 8 HRc 2HRS 10 HRS 34 HfiS C HRS 0 HRS 3 HP. S 9.t)40 004TOTAL01IRS
0 DAYS $ 9.04C OC
UE-TOTAL 52 HR5 U HRS 0 HRS 3Q HR5 5 MRS 16 HR5 80 HRS 0 HRS0HR£ 7H.RS $ 23.87800 TA.L O DAYS TOTAL 0 DAYS S IS 23,878 00
REimuLRsEABLE I'rE!A^s
S
EIMBJRSEABLE SERVICES 3
ESTIMATED FEE S'7800 $L 80 $4.680 3700 $2,1 SO $8,160 SC $0 $376 s0 s0 SO g 23.5T8 C0
$23,978
Cost Va fables: Reimburseable Services Include: Re:maurseab4e Fees Include:
CPS Receivers $15 $0.00 $0,00
Vehicle $60
$o 00 $0.00
ATV $55 $0.00 $0.00
Total: $0.00 Tofal
$0.00