HomeMy WebLinkAboutC2019-079.2 - JE Fuller -Contract No. 2019-079.2
SECOND AMENDMENT
TO
PROFESSIONAL SERVICES AGREEMENT
BETWEEN
THE TOWN OF FOUNTAIN HILLS
AND
JE FULLER/HYDROLOGY AND GEOMORPHOLOGY, INC.
THIS SECOND AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT (this
"Second Amendment") is entered into as of January 4, 2022 between the Town of Fountain
Hills, an Arizona municipal corporation (the "Town") and JE Fuller/Hydrology and
Geomorphology, Inc., a(n) Arizona corporation (the "Consultant").
RECITALS
A. The Town and the Consultant entered into a Professional Services Agreement (the
"Agreement"), dated April 24, 2019, for the Consultant to provide concept design and related
services (the "Services"). All capitalized terms not otherwise defined in this Second Amendment
have the same meanings as contained in the Agree ment.
B. The Town and the Consultant desire to enter this Second Amendment to amend the
Agreement to (i) add to the scope of work (Exhibit B} and (ii) provide for compensation to the
Consultant for the Services.
AGREEMENT
NOW, THEREFORE, in consideration of the foregoing introduction and recitals, which
are incorporated herein by reference, the following mutual covenants and conditions, and other
good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
the Town and the Consultant hereby agree as follows:
2.
Compensation. The Town shall pay Consultant an amount not to exceed
$292,994.90 for the Services.
Exhibit B as attached is hereby incorporated by this reference.
3.Effect of Amendment. In all other respects, the Agreement is affirmed and ratified
and, except as expressly modified herein, all terms and conditions of the Agreement shall remain
in full force and effect.
4.Non-Default. By executing this Second Amendment, the Consultant affirmatively
asserts that (i) the Town is not currently in default, nor has it been in default at any time prior to
"Con tractor"
JE Fuller/Hydtotogy and Geomorphology, Inc , a(nl Arizona corporation
Name:
Title:
Signature___________________________
___________________________
____________________
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date
and year first set forth above.
“Town”
TOWN OF FOUNTAIN HILLS,
an Arizona municipal corporation
Grady E. Miller, Town Manager
ATTEST:
Elizabeth A. Klein, Town Clerk
APPROVED AS TO FORM:
Aaron D. Arnson, Town Attorney
[SIGNATURES CONTINUE ON FOLLOWING PAGES]
Elizabeth Klein (Jan 13, 2022 14:40 MST)
“Contractor”
____________________________________,
By:
Name:
Title:
JE Fuller/Hydrology and Geomorphology, Inc., a(n) Arizona corporation
Richard Waskowsky (Dec 14, 2021 12:06 MST)
Richard Waskowsky
Vice President
Richard Waskowsky
Tempe, AZ Tucson, AZ Flagstaff, AZ Prescott, AZ Silver City, NM
www. jefuller.com
DATE: November 10, 2021
TO: Justin Weldy – Town of Fountain Hills
FROM: Richard Waskowsky – JE Fuller
CC: David Janover – Town of Fountain Hills
RE: Golden Eagle Park Drainage Improvements Phase 1 – Change Order Request
JE Fuller (JEF) was issued a notice to proceed for the Golden Eagle Park Drainage Improvements Phase 1 on March
19, 2020. Since the initial NTP, the project has been expanded to include items that were not anticipated at the
time of scoping. The major items are:
1) The addition of a floodwall on Cloudburst Wash that contains the design flow without impacting the ball field.
2) A sidewalk extension along Cloudburst that requires a retaining wall and structural calculations.
3) Irrigation and lighting relocation plans that will address comments from the Town.
4) Evaluation of a pedestrian bridge crossing of Bristol Wash as an alternative to the currently proposed sidewalk
relocation. The initial analysis will define a concept location, design, and cost estimate. Preparation of final
design documents will be optional based on a decision by the Town.
5) Replacement of existing 5-foot sidewalks with 8-foot sidewalks at various strategic locations within the park.
These items will require additional design hours and fee by JEF to modify the construction documents, and
inclusion of two subconsultants that are not currently part of the design team . Therefore, JEF is requesting
additional fees to complete the Phase 1 final design with the above added scope items. A fee estimate for the
additional work is shown in Table 1. This additional fee would change the not-to-exceed amount from $129,484.00
to $292,994.90. The subconsultants’ proposals are attached to this letter. Each proposal includes a breakdown of
hours by task.
Page | 2
www. jefuller.com
Table 1. Fee Estimate - Additional Services
Golden Eagle Park Drainage Improvements - Phase 1
Principal
Project
Manager
Project
Engineer EIT
Task $157.30 $147.86 $106.96 $94.38
1 Project Management and Site Visit 12 30 6 $ 6,965.16
2 Supplemental Survey 2 4 $ 723.56
3 Utility Location 2 20 12 $ 4,555.32
4 Construction Document Preparation 20 40 120 $ 21,895.60
5 Final Engineer's Design Report 12 20 20 $ 6,984.00
6 Agency Coordination 12 36 24 $ 9,777.60
7 Structural and Geotechnical 1 2 4 $ 880.86
8 Landscape and Lighting Design 1 2 4 $ 880.86
Labor Total: $ 52,662.96
Direct Costs
Task 2. Supplemental Survey (non FHSD related: $1,700 - $595 = $1,105) $ 1,105.00
Task 7. Structural and Geotechnical $ 35,685.80
Task 7. Structural and Geotechnical (Allowance for Bridge Final Design) $ 37,584.60
Task 8. Landscape Design (Irrigation Plans, etc.) $ 35,937.50
Mileage (384 mi @ $0.56/mi), Sediment Samples $ 535.04
Direct Costs Total: $ 110,847.94
Total: $ 163,510.90
ATTACHMENTS:
• Wilson Proposal (Supplemental Survey)
• Dig Studio Proposal (Landscape)
• Ethos Engineering Proposal (Geotechnical and Structural)
410 North 44th St., Ste. 460
Phoenix, AZ 85008
602-283-2701 phone
602-273-1230 fax
November 9, 2021
Mr. Ted Lehman
JE Fuller
8400 S. Kyrene Rd. Suite 201
Tempe, AZ 85284
RE: Fountain Hills, Golden Eagle Park Mapping Additional Topo
Survey and Aerial Mapping
Wilson & Company is pleased to present our proposal for additional survey services on the
referenced project. We will acquire additional detail survey information in the areas shown
below:
We will provide detail survey along both sides of the highlighted wall, the manhole area and the
retaining wall along the outfield fence. We will incorporate this data into the final mapping data
files previously provided as well as separate survey files of the new data.
Fee Estimate
Wilson & Company proposes a fixed fee of $1,700.
Please do not hesitate to contact me if you have any questions or need additional information.
Page 2
Sincerely,
WILSON & COMPANY
Ryan Branfort, PLS, GISP
Senior Vice President
We accept the scope and fee as presented and
hereby authorize Wilson & Company to proceed as outlined
By: ______________________________
Name: ____________________________
Date: _____________________________
600 N. 4th Street, Phoenix, Arizona 85004
June 9, 2021
Richard Waskowsky
Je Fuller
8400 S. Kyrene Road, Suite 201
Tempe, AZ 85284
richard@jefuller.com
cc: Scott Ogden -scott@jefuller.com
Re: Golden Eagle Park (REVISED 10/22/21)
Dear Richard:
The following scope of work is for design, construction document preparation for Golden Eagle Park.
Please review the attached scope of work and please call with any questions or I can meet with you to go over the
scope in detail.
Thank you for the opportunity to continue our work with JE Fuller and the Town of Fountain Hills.
Sincerely,
Jay Hicks, RLA, ASLA
Principal Partner
m. 602-363-1890
Enclosed: Scope of Service and Fee
Dig Studio, Inc. Golden Eagle Park
June 9, 2021
PROJECT DESCRIPTION
Town of Fountain Hills is improving Golden Eagle Park located at 15900 E Golden Eagle Blvd. Improvements will
include wash, access, landscape & irrigation improvements as outlined in the Golden Eagle Park Drainage
Improvements – Phase 1 Plans prepared by JE Fuller.
Golden Eagle Park – Scope Area Plan
SCOPE OF WORK
PROJECT DESCRIPTION
Dig Studio, Inc. (Dig) is pleased to provide the following scope of work for Golden Eagle Park for the Town of
Fountain Hills. Generally, the project will include schematic design, and construction documents. Dig will
coordinate our work with the team members listed below.
JE Fuller Engineering – Prime, providing civil, and drainage.
Wright Engineering - providing electrical design.
SCOPE OF SERVICES
All work outlined below will be completed in accordance with a project schedule prepared by JE Fuller and the
Town of Fountain Hills.
TASK 1.0 CONCEPT & CONCEPT DESIGN (30%)
1.01 Schematic Design - Dig will review the current plan and prepare conceptual design alternatives. The
landscape design will build on previous work prepared by JE Fuller and the Town and closely follow the current
natural landscape theme. The design concept will be presented as illustrative graphics that showcase the
proposed designs. Also, Dig will prepare photo boards displaying the proposed materials, colors, and plant palette.
Dig Studio, Inc. Golden Eagle Park
June 9, 2021
Based on the design consensus on the Preferred Concept Design, Dig will prepare an initial 30% design identifying
the parameters for the project, including any additional recommended park access work.
1.02 Preliminary Estimate of Probable Construction Cost - Dig will prepare an initial estimate of probable cost of
construction for the site improvements. The cost estimate will be itemized and quantified with unit prices based
on recent and available unit pricing received on previous Dig contracts.
1.03 Town Coordination Meetings– Dig will attend project coordination meetings with the Town to review the
design progress and overall status of the project. We are anticipating that these meeting will include design
presentations and reviews, coordinating with other project disciplines, and discuss project issues and schedule.
TASK 2.0: CONSTRUCTION DOCUMENT PHASE (90%-100%)
After the Town has approved the Schematic Design direction, Dig and the Design Team will refine the park
features, hardscape, landscape and irrigation documents. All plans and details will be prepared in AutoCAD
format. The drawing format will be 24” by 36” sized sheets. Final construction specifications will reference the
Town’s or MAG’s Standard Specifications and will be supplemented or modified as required.
Dig anticipates that there will be (2) two submittals during the Construction Document phase of the project. The
90% submittal will prepare the documents for Town permit review and for Contractor Pricing. The second 100%
submittal will prepare the documents for final construction. The construction document phase will be considered
complete when we receive approved plans from the Town of Fountain Hills.
2.01 Hardscape / Detail Plans – Dig, in will prepare construction documents based on the approved layout of the
design and any adjustments to the probable cost. The hardscape plan will utilize horizontal and vertical control
coordinate points for staking the location of paving, walls, planting, etc. The materials and finishes of the
hardscape will be identified and detailed on the plan. Dig will provide installation details for all hardscape
components. All structural components will be coordinated with the project structural engineer and the hardscape
plans will reference the details shown on the structural plans if needed.
2.02 Landscape Plans / Tree Inventory – Dig will prepare the landscape construction documents that respond to
the drainage improvements and existing Landscape material to remain and any adjustments to the probable cost.
The landscape plan will identify the final locations of inert groundcover for dust control and the location of new
plant and relocated material. The plan will also include a complete plant key, materials schedule, and quantities.
Dig will provide Town of Fountain Hills standard installation details for all landscape components. Dig understands
that the Town has a tree inventory of the park. Dig will utilize this information as part of construction document
submittal (if required)
2.03 Irrigation Plans – Dig will prepare irrigation design. The work will reflect the layout and the method of
connection to the overall park master system as well as to the Town’s master control system (if necessary).
Additionally, the team is available to meet with the park supervisors and maintenance personnel to walk the
proposed irrigation design and address any known irrigation issues. Irrigation point of connection will be from the
existing system or a tap identified by the Town.
Dig Studio, Inc. Golden Eagle Park
June 9, 2021
2.05 Electrical Plans – Wright Engineering will prepare electrical designs for the park and path improvements. The
drawings will support the drainage/access renovation and additions to the path lighting. All landscape accent
lighting will be coordinated with the electrical engineer and will reference from the layout and details shown on
the electrical plans.
2.06 Grading, Drainage Plans – Provided by JE Fuller. Dig will advance a fine grading plan in coordination with JE
Fuller’s overall grading and drainage plans.
2.07 Estimate of Probable Construction Cost - Dig will prepare a 60% estimate of probable cost for construction
of access, landscape, and irrigation components as described. The estimate will be itemized and quantified with
unit prices to support program elements that will be documented in the 90% and 100% plans. Program items the
Town deems beyond the budget may be include as “add alternates” in the final construction sets.
2.08 Construction Document Coordination Meetings - Dig will participate in project conference calls and/or
coordination meetings with the design team to review the status of the project, coordinate with other project
disciplines, and discuss project issues and schedule.
2.09 Permit Submittal – Dig will coordinate permit set submittals with JE Fuller and the Town’s Project Manager.
Work will include providing the required set of drawings, application, special inspection forms and reports to the
Town and FCDMC. Dig will provide comment resolution for Town, Park Department, and FCDMC review
comments.
2.10 Final Estimate of Probable Construction Cost / Bid Assistance - Dig will prepare a final estimate of probable
cost for construction of landscape, and irrigation components as described. The estimate will be itemized and
quantified with unit prices to support a schedule of values to be utilized during JOC negotiations.
TASK 3.0 CONSTRUCTION OBSERVATION
3.01 Construction Observation – Dig will be available to provide in-field design direction, submittal review and
general construction observation services to ensure design intent. We are anticipating a 9-month construction
schedule with weekly on-site meetings.
Dig and their consultants will provide construction observation in coordination with the Town of Fountain Hills.
Work will include:
- (36) Weekly Construction Meetings / Site Visits / Reports -Estimated at 3 hours each meeting
- Request of Information
- Submittal Review
- Substantial Punch List
- Final Punch List
- Warranty Punch List (if required)
SUBMITTALS
Project submittals are as follows:
Task 1.0 – Concept and Schematic Design (30%)
- Concept Design Graphics (Rendered Hardscape/Landscape Plan, Sections)
Dig Studio, Inc. Golden Eagle Park
June 9, 2021
- 30% Schematic Design
o Hardscape Plan and Sketch Details
o Landscape Plan and initial Plant Materials List
o Irrigation Narrative
o Probable Cost Estimate
Task 2.0 90% Permit/Bid Ready Construction Documents (24” x 36”)
- Complete Contract Documents Set
- Cost Estimate
100% Permit/Bid Ready Construction Documents (24” x 36” sealed/signed prints and PDFs)
- Complete Contract Documents Set
- Final Cost Estimate and Schedule of Values
Task 4.0 Construction Observation
- Site Visits
- RFI / Field Reports
- Punch Lists
- As-Built Verification
FEE PROPOSAL
See the following Exhibits B-1 and B-2 for a Fee Summary, including sub-consultant, and breakdown of Dig Studio’s
fee by task, staff and hours. Sub-consultant fee proposals are enclosed as a separate attachment to this proposal.
Dig Studio Personnel HOURLY
RATES
Sr. Principal $205.00
Associate Principal $140.00
Landscape Designer IV Project Manager $122.00
Landscape Designer III $111.00
Landscape Designer II $101.00
Landscape Designer I $91.00
Exhibit A-1 – Dig Studio Rate Schedule
Dig Studio, Inc. Golden Eagle Park
June 9, 2021
FEE SUMMARY WITH SUBCONSULTANTS
Exhibit B-1
Dig Studio, Inc. Golden Eagle Park
June 9, 2021
DIG STUDIO FEE BREAKDOWN
Exhibit B-2
November 8, 2021
Richard Waskowsky, PE
Project Manager
JE Fuller
8400 South Kyrene Road, Suite 201
Tempe, Arizona 85284
SUBJECT: Proposal for Geotechnical & Structural Design – Rev 02
Town of Fountain Hills
Golden Eagle Park - Drainage Improvements – Phase I
Fountain Hills, Arizona
Dear Richard:
As requested, Ethos Engineering, LLC (Ethos) is pleased to present this proposal for
professional geotechnical and structural engineering services for the referenced project.
Included is our understanding of the project, our proposed scope of work, work-hour
estimate and estimated fees.
1.0 PROJECT INFORMATION
JE Fuller has been tasked by the Town of Fountain Hills (Town) to evaluate the overall
drainage conditions which are present within a portion of Golden Eagle Park in the Town
of Fountain Hills, Arizona. The recommended solution requires a flood wall to protect the
park grounds from getting inundated from a 10-year flow event. The Town also desires a
new sidewalk connection to eliminate an existing pedestrian trail that crosses the
Cloudburst Wash.
Ethos has been retained by JE Fuller to provide geotechnical and structural engineering
support services. Our requested scope includes a geotechnical evaluation and final
design structural engineering services. An allowance for geotechnical and structural
design of a pedestrian bridge is also provided should the City decide to move forward
with final design. Our scope of work includes time for the bridge investigation phase.
2.0 GEOTECHNICAL INVESTIGATION
Our geotechnical scope will address the planned flood wall and new sidewalk alignment.
Additionally, we will drill two test borings at the planned abutments of the planned single-
span pedestrian bridge.
2.1 Review of Existing Data
Ethos will review available aerial photos, existing geotechnical investigation reports
prepared for the dam and other available geologic mapping for the site.
November 8, 2021
Golden Eagle Park - Drainage Improvements – Phase I
Geotechnical and Structural Scope and Fee Proposal
2
2.2 Field Visit
We will visit the site and observe general site conditions and exposures of soil/rock
conditions present at the site. We may hand excavate one or two locations to depths not
exceeding two feet in order to ascertain the near surface soil conditions in the area of the
existing planter beds which are located in the planned alignment of the new sidewalk.
We will also observe the site conditions present for a possible pedestrian bridge to be
located between the single baseball field (to the north) and the northwestern most softball
field. We will perform a visual assessment of the site conditions as they relate to
preliminary design of bridge foundations.
2.3 Pedestrian Bridge Test Drilling (Allowance)
Should the City wish to proceed with the bridge option, Ethos will subcontract a drill rig
and crew to drill two truck-mounted down-hole percussion hammer (or rotary tricone gear-
bit) borings to a depth of 40 feet. If rock is encountered at shallow depths, we will core a
portion (10 feet minimum) of the rock by HQ coring methods. These methods of drilling,
while somewhat costly, will be required as we anticipate shallow refusal would be
encountered by standard auger drilling methods when drilling within coarse grained
alluvium or the conglomerate bedrock known to be present at the site. We will drill to
sufficient depths for design of drilled shaft or drilled shaft rock socket foundations.
Standard penetration test (SPT) samples, and bulk samples at selected depths will be
obtained from the test borings (where possible) to conduct laboratory testing. SPT
sampling intervals will generally be at intervals of 5 feet or less. We anticipate the much
of drilling will be advanced through conglomerate bedrock. HQ-sized core will be retrieved
from the borehole. All rock core will be placed in waxed cardboard boxes by our field
engineer. The boxes will be transported to our office for photographing, further
observation, collection of samples for laboratory testing, and storage until construction of
the new bridge is complete.
2.4 Laboratory Testing
As shallow rock is anticipated at the pedestrian bridge site, laboratory testing is not
currently proposed.
2.5 Analysis and Report Preparation
Ethos will develop geotechnical design recommendations for the flood wall, sidewalk and
preliminary pedestrian bridge foundations based on the results of laboratory testing and
also upon visual observations and our review of the plans. Our report will be prepared
under the supervision of a Professional Civil Engineer registered in the State of Arizona
and will include the following items:
· Discussion regarding review of existing geotechnical/geologic data
· Discussion regarding our field site observations
· Description of the geotechnical profile
· Recommendations for site grading including any needed overexcavation or other
treatment of problematic soil conditions
November 8, 2021
Golden Eagle Park - Drainage Improvements – Phase I
Geotechnical and Structural Scope and Fee Proposal
3
· Recommendations for design and construction of shallow foundations for retaining
walls
· Preliminary (conservative) design recommendations for a pedestrian bridge
2.6 Pedestrian Bridge Final Design Recommendations (Allowance)
Axial and lateral resistance for drilled shafts or drilled shaft rock sockets for support of
pedestrian bridge will be provided.
3.0 STRUCTURAL DESIGN
Ethos will assist JE Fuller with the final design of a flood wall and also for a retaining wall
for the proposed sidewalk connection.
3.1 Flood Wall
Ethos will prepare the structural calculations and details for the flood wall. The wall will be
designed in accordance with the U.S. Army Corps of Engineers design manual for
Retaining and Flood Walls. Ethos will investigate the use of a masonry wall as this is a
more economical section. Ethos will use the channel cross sections along the wall to
ensure the toe of the footing doesn’t encroach into the dam. Should the footing toe or
construction of the footing would encroach into the toe of the dam, then a different wall
alternative will be developed to eliminate the conflict. An exhibit for JE Fuller will be
developed to show the wall construction limits using the channel cross sections along the
wall. These cross sections will be used by JE Fuller for approval by ADWR. Ethos will
work with JE Fuller during the development of the wall alternatives to consider non-linear
wall alignments to minimize or eliminate conflicts with the dam. The deliverables will
consist of a drawing with General Notes, a wall plan and elevation drawing and typical wall
sections and details. The wall plan will show the wall footing areas/limits.
3.2 Retaining Wall at Sidewalk Connection
Ethos will prepare the structural calculations and details for the retaining wall planned to
be constructed along the proposed sidewalk path connection. JE Fuller will provide a copy
of the as-built drawings for the existing retaining wall and fence that exists in close
proximity to Field #4. Since the proposed retaining wall will be in close proximity to this
wall, Ethos will prepare wall alternatives that won’t jeopardize the structural integrity of the
existing wall. The wall will be designed in accordance with IBC 2018. Ethos anticipates
the use of a masonry wall as this is a more economical section. It is anticipated the existing
wall planter will interfere with the new wall and sidewalk and will require its removal. Ethos
will coordinate with JE Fuller to determine possible scenarios for wall and sidewalk
alignments in order to eliminate conflict with the overhead power poles, preserve the
structural integrity of the existing wall and to better mitigate for grade differentials that must
be considered to meet ADA requirements. Civil design for the pathway can be provided
by Ethos on a Time and Material basis if desired by JE Fuller. JE Fuller will provide cross
sections along the wall to show the location of the existing improvements. The deliverables
November 8, 2021
Golden Eagle Park - Drainage Improvements – Phase I
Geotechnical and Structural Scope and Fee Proposal
4
will consist of a drawing with General Notes, a wall plan and elevation drawing and typical
wall sections and details. The wall plan will show the wall footing areas/limits.
3.3 Pedestrian Bridge Final Design (Allowance)
Ethos will design a pedestrian bridge at the location chosen by the project Team. The
bridge superstructure is anticipated to be a pre-fabricated steel truss bridge; thus, the cost
of design for the superstructure is excluded from our scope and fee proposal. The length
of the pedestrian bridge is projected to be 40 feet in length and 10 feet in width. The bridge
will be designed for pedestrian loading as well as for vehicular live load from an occasional
maintenance vehicle. The bridge foundations are anticipated to be drilled shafts primarily
to mitigate for possible scour. Retaining walls and/or wingwalls are included in our scope.
4.0 PROJECT SCHEDULE
We will begin our work upon receiving the notice-to-proceed (NTP) and will endeavor to
complete our work within 4 months from the NTP. The design schedule for the pedestrian
bridge can be assumed to take four months from the decision to add this design to the
project scope. This time allows time for drilling and testing and for geotechnical and
structural design.
5.0 PROJECT FEES
Our services will be performed under the direction of an Arizona-registered Professional
Civil Engineer. Based on the proposed scope of work and our understanding of the
project, we propose to complete the design for the scope of work presented above on a
time-and-materials basis for an estimated cost of $35,685.80.
Geotechnical Design $ 5,240.00
Flood Wall Design $13,130.00
Retaining Wall for Sidewalk Connection $11,650.00
Preliminary Pedestrian Bridge Investigation $ 5,565.00
Indirect Costs $ 100.80
Allowance for Pedestrian Bridge Design (Geotech and Structures) $37,584.60
If there is a need for any change in the scope of services described in the proposal, please
call us immediately. Changes may require revision of the proposed fee, which will be
communicated to you upon assessment of the requested changes effect on the fee.
Our fees will be invoiced on a monthly basis. In the event that field conditions require a
modification to the scope of work developed for this proposal and may affect either our
planned project schedule or budget, we will contact you at the earliest opportunity to
discuss these conditions.
November 8, 2021
Golden Eagle Park - Drainage Improvements – Phase I
Geotechnical and Structural Scope and Fee Proposal
5
6.0 LIMITATIONS
The geotechnical services will be performed in a manner consistent with that level of care
and skill ordinarily exercised by other members of the geotechnical profession practicing
in the same locality, under similar conditions and at the date the services are provided.
Our conclusions, opinions and recommendations will be based on information collected
by Ethos and provided by others. It is possible that conditions could vary between or
beyond the data evaluated. Ethos makes no guarantee or warranty, express or implied,
regarding the services, communication (oral or written), report, opinion, or instrument of
service provided.
7.0 AUTHORIZATION
We will proceed upon successful negotiation and execution of the subconsultant
agreement provided by JE Fuller.
We appreciate the opportunity to submit this proposal and look forward to working with
you on this project. If you have any questions or require additional information pertaining
to this proposal, we would be pleased to discuss them with you.
Sincerely,
ETHOS ENGINEERING LLC
Sergio E Oliden, PE
Ethos Engineering, LLC
Estimated Direct Labor
Average Hourly Loaded Rates
Classification Hours Rate Cost
Project Manager 49 $185.00 $9,065.00
Project/Profesional Engineer 89 $160.00 $14,240.00
Design Engineer 92 $90.00 $8,280.00
Sr. CADD Designer 50 $80.00 $4,000.00
280
Total Estimated Labor: $35,585.00
Estimated Direct Expenses
(Listed by Item at Estimated Actual Cost - NO MARKUP)
Mileage (Personal Vehicle) $100.80
Total Estimated Direct Expenses: $100.80
Total Estimated Cost:$35,685.80
8-Nov-21
Signature Date
Derivation of Cost Proposal
Golden Eagle Park
Summary
Item/Task Project Manager Project/Profesional
Engineer
Design Engineer Sr. CADD Designer TOTAL
Billing Group 03:Geotechnical and Structural Allowance - Pedestrian Bridge
Final Design
Admin/Coordination/ADWR Comment Resolution/Meetings (3 Ea) 12 12
Review of Data 2 2
Site Visit 3 3
Letter Report 4 2 6
Preliminary Ped Bridge Foundation Design 3 3 6
Final Ped Bridge Foundation Field Inv 0
Final Ped Bridge Analysis & Recommendations 0
Total Billing Group 03:Geotechnical and Structural Allowance - Pedestrian
Bridge Final Design 24 5 0 0 29
Fee Total Billing Group 03:Geotechnical and Structural Allowance -
Pedestrian Bridge Final Design 4440 800 0 0 5240
TOTAL HOURS
24 5 0 0 29
Ethos Engineering, LLC
Floodwall
Golden Eagle Park
1
Item/Task Project Manager Project/Profesional
Engineer
Design Engineer Sr. CADD Designer TOTAL
Billing Group 01:Flood Wall
Admin/Coordination/ADWR Comment Resolution/Meetings (3 Ea) 12 12
Site Visit 2 2 4
General Notes (1 sheet)2 4 8 14
Typical Sections and Details (2 sheets)1 20 40 12 73
Wall Report 1 6 7
Total Billing Group 01:Flood Wall
14 30 46 20 110
Fee Total Billing Group 01:Flood Wall
2590 4800 4140 1600 13130
Billing Group 02:Sidewalk Connection
Admin/Coordination 4 4
Site Visit 2 2 4
General Notes (1 sheet)2 4 8 14
Typical Sections and Details (2 sheets)1 20 40 12 73
Wall Report 1 6 7
Total Billing Group 02:Sidewalk Connection
6 30 46 20 102
Fee Total Billing Group 02:Sidewalk Connection
1110 4800 4140 1600 11650
Billing Group 04:Preliminary Pedestrian Bridge Investigation Phase
Bridge Layout and Alternatives 2 16 10 28
Scour Mitigation Options 1 4 5
Construction Cost 2 4 6
0
Total Billing Group 04:Preliminary Pedestrian Bridge Investigation
Phase 5 24 0 10 39
Fee Total Billing Group 04:Preliminary Pedestrian Bridge Investigation
Phase 925 3840 0 800 5565
TOTAL HOURS
25 84 92 50 251
TOTAL STRUCTURAL HOUR DOLLARS 4625 13440 8280 4000 30345
Ethos Engineering, LLC
Golden Eagle Park
Flood Wall
1
Mileage (Personal Vehicle)
Item Trips Miles/1 way Total Rate Cost
Site Visit 3 30 180 $0.560 $100.80
Total Mileage (Personal Vehicle)$100.80
Total: $100.80
Estimated Direct Expenses
Golden Eagle Park
Ethos Engineering, LLC
Item/Task Project Manager Project/Profesional
Engineer
Design Engineer Sr. CADD Designer TOTAL
Billing Group 03:Geotechnical and Structural Allowance - Pedestrian
Bridge Final Design
Admin/Coordination/ADWR Comment Resolution 0
Final Ped Bridge Foundation Field Inv 2 8 10
Final Ped Bridge Analysis & Recommendations 4 4 2 10
Admin/Coordination/ADWR Comment Resolution 0
Bridge Plan and Elevation, Typical Section 4 24 4 12 44
General Notes and Quantities 1 6 12 12 31
Foundation Plan 2 10 20 12 44
Abutment Plan and Eelevation (2 Drawings)2 10 20 12 44
Abutment Details (1 Drawing)2 8 16 12 38
Miscellaneous Details (1 Drawing)2 8 16 12 38
Total Billing Group 03:Geotechnical and Structural Allowance -
Pedestrian Bridge Final Design 19 70 98 72 259
Fee Total Billing Group 03:Geotechnical and Structural Allowance -
Pedestrian Bridge Final Design 3515 11200 8820 5760 29295
TOTAL HOURS
19 70 98 72 259
TOTAL GEOTECH LABOR DOLLARS 3,515.00$ 11,200.00$ 8,820.00$ 5,760.00$ 29,295.00$
Supplemental Drilling:
Drill Rig 8,200.00$
Mileage for Drilling (2 trips)89.60$
TOTAL 37,584.60$
Pedestrian Bridge - Final Design for Structures
Ethos Engineering, LLC
Golden Eagle Park
Pedestrian Bridge - Final Design for Geotech
1
We estimate completion time to be 2 days on site, depending on formations, site access, weather
conditions and traffic control.
We at Geomechanics Southwest Inc., appreciate the opportunity to provide you with an estimate. If you have any
questions, please don’t hesitate to call or email us. We look forward to hearing from you soon.
Respectfully submitted by,
GEOMECHANICS SOUTHWEST, INC.
Mike Shelquist
Operations Manager – Phoenix
ETHOS 110321 Golden Eagle Park Pedestrian Bridge
Geomechanics Southwest, Inc.
5435 W. Mohave Street
Phoenix, Arizona 85043
602-252-0559
AROC 079441 / ADWR 498 www.gsidrilling.com
Date: November 3, 2021
Proposal # [0222P]
Keith Dahlen, PE
ethos Engineering
RE: Geotechnical Drilling Project – Golden Eagle Park Pedestrian Bridge, Fountain Hills, AZ.
SCOPE: Tubex/Core
• Provide a CME-75HT or CME-85 Truck-Mounted Drill with a 3-man crew, the drill will come equipped with 5-inch
Tubex casing advance and HQ3 wireline coring equipment with required support equipment.
• Tubex/Sample/Core two (2) borings to a maximum depth of 40-ft.
• GSI assumes all traffic control and permitting will be handled by others.
• GSI assumes reasonable access for our truck mounted equipment.
ITEM QUANTITY UNITS UNIT
PRICE LINE TOTAL
Prep / Mob / Demob 2 DAYS 700.00 $1,400.00
Tubex / Sample / Core 80 L.F. 38.00 $3,040.00
Support Trucks / Air Compressor /Water Wagon 2 DAYS 1025.00 $2,050.00
Core Bit Fluid 10 L.F. 12.50 $ 125.00
Core Boxes 2 EACH 12.50 $ 25.00
Standby / Site Clean-up / Traffic Control 2 HOURS 380.00 $ 760.00
Additional Crew Members (1-man) Tubex/Core Drilling 2 DAYS 400.00 $ 800.00
E S T I M A T E D T O T A L $8 , 2 0 0 . 0 0
