HomeMy WebLinkAbout2025-131ENGINEERING SERVICES WORK ORDER of
This Work Order Number 01 is entered into as of this 17th day of June , 2025 ,
pursuant to that certain Continuing Contract Agreement, dated May 2, 2023, ("Agreement"), by and
between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and
_Johnson, Mirmiran & Thompson ("Consultant").
The COUNTY has selected the Consultant to perform the professional services set forth on
Exhibit A (Scope of Work), attached to this Work Order and made part hereof by this reference. The
professional services will be performed by the Consultant for the mutually agreed upon lump sum or
maximum amount not -to -exceed professional fee. Any additional costs must be approved in writing,
and at a rate not to exceed the prices set forth in Exhibit B of the Agreement (Rate Schedule) for RFQ
2023015, made a part hereof by this reference. The Consultant will perform the professional services
within the timeframe more particularly set forth in Exhibit A (Time Schedule), attached to this Work
Order and made a part hereof by this reference all in accordance with the terms and provisions set
forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work
Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed
to be incorporated in each individual Work Order as if fully set forth herein.
IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first
written above. A
CONSULTAN
By:
Name: Sergio Quevedo
Title: senior Vice President
BOARD OF COUNTY COMMISSONJ�-O'issio^�Fq,,
INDIAN RIVER COUNTY:
r
oseph E. Flescher, Chairm4n.
BCC Approval Date: June 17, 20 !:% a C,13
By:
A o A. Titkanich, Jr., County Administrator
Approved as to Form and Legal Sufficiency:
By:
J nifer 4Shuler, County Attorney
Ryan L..Butler, Clerk of Court and Comptroller
Attest:
Deputy CleN
(SEAL)
4
ANDERSEN ANDRE CONSULTING ENGINEERS, INC. AACE Proposal No. P25-3124
Geotechnical Engineering April 7, 2025
Construction Materials Testing
Environmental Consulting
Johnson, Mirmiran & Thompson, Inc.
3250 West Commercial Boulevard, Suite 360
Fort Lauderdale, FL 33309
Attention: Mr. Johan Aranda, P.E.
PROPOSAL FOR SUBSURFACE SOIL EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION
3211D AVENUE IMPRovEMENTs
VERO BEACH, INDIAN RIVER COUNTY, FLORIDA
Andersen Andre Consulting Engineers, Inc. (AACE) is pleased to present this proposal for preparing
a subsurface exploration and geotechnical engineering evaluation for the above referenced project. The
purpose of the exploration is to obtain general subsurface soil information so that recommendations
can be provided for site preparation procedures, pavement design, and other geotechnical aspects of
the project.
PROJECT UNDERSTANDING
Based on our review of the provided project -related information, we understand that it is proposed to
improve currently unpaved sections of 32°d Avenue, 43`d Place and 44`h Street in Vero Beach, Indian
River County, Florida. .
FIELD EXPLORATION PROGRAM
Based on our understanding of the project and our experience with subsurface conditions in the site
vicinity, we propose to perform four (4) Standard Penetration Test (SPT) borings [ASTM D1586] to
depths of about 15 feet and four (4) hand auger borings [ASTM D1452] to depths of about 5-7 feet
below the existing ground surface. Further, four (4) Limerock Bearing Ratio (LBR) samples will be
collected from the subject roadway segments.
General Comments
The proposed field work will be completed using a truck -mounted drill rig in addition to hand -carried
equipment and support trucks. An AACE field engineer will oversee all drilling/field work operations.
AACE will take reasonable efforts to reduce damage to property, such as rutting of the ground surface.
However, it should also be understood that in the normal course of our work some such disturbance
could occur. We have not budgeted to restore the site beyond backfilling our boreholes with
accumulated soil cuttings. If there are any restrictions or special requirements regarding this site or
exploration, these should be known prior to commencing the field work.
834 SW Swan Avenue, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com
SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION Page -2-
32ND AVENUE IMPROVEMENTS
AACE PROPOSAL No. P25-3124
Safety
AACE has a commitment to safety of all its employees. As such, and in accordance with our safety
culture, we will prepare a "Pre -Task Plan" to identify the potential site safety and job hazards associated
with the proposed scope of work. Prior to commencement, and during on-site activities, we will re-
evaluate potential job hazards and appropriate safe working procedures. At this time, we anticipate that
a United States Occupational Safety and Health Administration (OSHA) Level D work uniform
consisting of hard hats, traffic vests, safety glasses, protective gloves, and steel -toed boots will be
required by all personnel in the work area.
Underground Utility Location Services
Florida Statute 240, Section 556.101 through 556.111 established a state-wide service, whereby persons
or companies who plan to excavate the earth may advise Sunshine 811 of the location, date and other
operation particulars, to allow affected utility companies the opportunity to mark the location of their
buried lines prior to excavation. The statute provides for fines and other sanctions to be imposed in
the event that such notification is not given. To comply with this statute, representatives of AACE will
notify Sunshine 811 of our proposed explorations. In addition, non- participating utility companies, as
identified by us, will be notified of our proposed explorations. This service will require a lead time of
between 2 and 5 business days, prior to the mobilization of exploration equipment, to comply with
Sunshine 811 operation procedures.
LABORATORY TESTING PROGRAM
AACE's project engineer will perform visual classification on the recovered samples and will coordinate
a suitable laboratory testing program of select samples. Laboratory testing may include grain size,
Atterberg limits, organic content, moisture content, etc. Further, four LBR tests will be performed.
ENGINEERING ANALYSIS & REPORT
AACE will perform engineering analysis of all data obtained to evaluate general subsurface conditions
and to develop engineering recommendations to guide site preparation procedures, pavement design,
and any other pertinent geotechnical engineering aspects of the project. Our recommendations will be
presented in a written report (PDF/email) upon conclusion of the study, along with all data developed
during the exploration and our laboratory testing.
SCHEDULE
Following written authorization to proceed, we can mobilize our crews and drilling equipment within
7 to 10 business days (allowing for the Sunshine 811 response). We preliminarily estimate that our field
work will have a duration of 1 to 2 days. Our laboratory testing and report preparation will require an
additional 5 to 7 business days to complete, however, verbal recommendations can be provided shortly
after the completion of the field and laboratory exploration program.
SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION Page -3-
32`D AvENUE IMPROVEMENTS
AACE PROPOSAL No. P25-3124
COST ESTIMATE
Based on our knowledge of the project to -date, the attached summary of services and corresponding
fees will be necessary to meet our goals. We expect that the total fee for our services will not exceed
$6,585.00. Should we encounter conditions on the site that warrant more investigative effort than
anticipated, we will inform you immediately. RACE will not proceed with additional work without your
approval. Charges will be made for the work actually performed using the unit fees given in the
attached "Project Services and Fees".
TERMS & CONDITIONS
This proposal is subject to the following terms and conditions: (1) the site is accessible to our field
crews and equipment, (2) we have right of entry onto the site, (3) the requested number of borings and
the boring depths will be sufficient for our analysis, and (4) RACE will contact the Sunshine State One -
Call -Center and coordinate the location of underground utilities through them. We cannot take
responsibility for damages to underground structures and/or services which do not subscribe to
Sunshine 811; their locations are to be provided by the client prior to commencement of the field work.
CLn3T TRF.
We sincerely appreciate the opportunity to present this proposal. If the terms above are acceptable to
you, please sign and return the attached Professional Services Agreement as an indication of your
acceptance and authorization to proceed with the work. Please contact us if you should have any
questions concerning this cost estimate.
Best regards,
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
Peter G. Andersen, P.E. David P. Andre, P.E.
Principal Engineer Principal Engineer
Attachments: Project Services and Fees
Professional Services Agreement & General Conditions
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
WWW.AACEINC.COM
SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION Page -4-
3211D AVENUE IMPROVEMENTS
RACE PROPOSAL No. P25-3124
Project Services and Fees
Our estimated geotechnical services and associated fees are itemized as follows:
1. Initial Site Visit, Layout of Boring Locations and Sunshine 811 Coordination:
Staff Engineer; 5 hours @ $80.00/hour..................................... $400.00
2. Mobilization/Demobilization of Drilling Equipment .......................... $400.00
3. Standard Penetration Test borings (4 borings to 15 feet):
60 feet of borehole @ $18.00/foot....................................... $1,080.00
4. Hand Borings (4 borings to 5-7 feet):
28 feet of borehole @ $10.00/foot........................................ $280.00
5. Collection of LBR Samples:
Engineering Technician; 5 hours @ $65.00/hour ............................. $325.00
6. Laboratory Testing Program:
Visual Classification and Laboratory Test for Classification
and Determination of Strength and Compressibility
Characteristics. These May Include Natural Moisture
Content, Organic Content, Grain -Size Analysis, Etc.
Budget Allowance .....................................................$1,200.00
LBR Tests; 4 tests @ $350.00/test........................................
$1,400.00
7. Engineering Services & Report Preparation:
Principal Engineer (P.E.):
$175.00/hour
Senior Project Engineer (P.E.):
$150.00/hour
Project Engineer (P.E.):
$110.00/hour
Staff Engineer:
$80.00/hour
CAD/Drafting:
$50.00/hour
Clerical Services:
$40.00/hour
Estimate:... $1,500.00
Total ..................$6,585.00
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
WWW.AACEINC.COM
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
Project Name: 32ND AVENUE IMPROVEMENTS
Client: Johnson, Mirmiran & Thompson, Inc.
Attention: Mr. Johan Aranda, P.E.
PROFESSIONAL SERVICES AGREEMENT
AACE Proposal No: P25-3124
Address: 3250 West Commercial Boulevard, Suite 360
Fort Lauderdale, FL 33309
Client hereby requests and authorizes Andersen Andre Consulting Engineers, Inc. ("AACE") to perform the
following services:
Complete Subsurface Soil Explorations and Geotechnical Engineering Consulting for the 32"° AVENUE
IMPROVEMENTS project, as detailed herein.
Estimated Budget:
$6,585.00
Payment Terms:
Net 30 days from invoice date; invoices will be sent every four weeks for continued or extended projects.
Interest charges, 1'/2% per month following the due date.
Proposal Acceptance:
By accepting this Proposal, the Terms and Conditions of this Proposal, including the Terms on this page, and
Andersen Andre Consulting Engineers, Inc.'s General Conditions appearing on the reverse side of this page are
incorporated herein by reference. In the event this Professional Services Agreement was received by facsimile
or via email, Client hereby confirms that the above described Proposal, the Terms and Conditions of this
Proposal, including the Terms on this page, and Andersen Andre Consulting Engineers, Inc.'s General Conditions
have been made available and are incorporated in this agreement.
PURSUANT TO FLORIDA STATUTES SECTION 558.0035 (2013) AN
INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD
INDIVIDUALLY LIABLE FOR NEGLIGENCE.
Accepted by CLIENT: Accepted for AACE:
By:
Name:
Title:
Date:
Billing Address:
Phone/Email:
By:
Name: Peter G. Andersen, P.E.
Title: Principal Engineer
Date: April 7, 2025
RACE GENERAL CONDITIONS
1 - Parties And Scope Of Work: Andersen Andre Consulting Engineers, Inc. (hereinafter
referred to as "AACE") shall include said company, its individual professionals, particular
division, subsidiary or affiliate performing the Work. "Work" means the specific
geotechnical, analytical, testing, environmental or other service to be performed by AACE
as set forth in AACE's proposal, the Client's acceptance thereof, both incorporated herein
by this reference, and these General Conditions. "Client" refers to the person or business
entity ordering the Work to be done by AACE. If the client is ordering the Work on behalf
of another, the Client represents and warrants that the Client is the duly authorized agent
of said parry for the purpose of ordering and directing said Work. Further, Client shall
disclose any such agency relationship to AACE in writing before the commencement of
AACE's Work hereunder. Client agrees that AACE's professional duties are specifically
limited to the Work as set forth in AACE's proposal. The Client assumes sole responsibility
for determining whether the quantity and the nature of the Work ordered by the Client is
adequate and sufficient for the Client's intended purpose. Client shall communicate these
General Conditions to each and every third parry to whom the Client transmits any part of
AACE's Work. AACE's Work is for the exclusive use of Client, and its properly disclosed
principal. In no event shall AACE have any duty or obligation to any third parry. The
ordering of Work from AACE shall constitute acceptance of the terms of AACE's proposal
and these General Conditions.
2 - Scheduling of Work: If AACE is required to delay commencement of the work, or if,
upon embarking on its work, AACE is required to stop, delay or otherwise interrupt the
progress ofwork as a result of changes in the scope ofwork requested by the client, to fulfill
the requirements of third parties, interruptions in the progress of construction, or other
causes beyond the exclusive reasonable control of AACE, additional charges will be
applicable and payable by the Client.
3 - Responsibility: AACE's work shallnot include determining, supervising, or implementing
the means, methods, techniques, sequences or procedures of construction. AACE shallnot
be responsible for evaluating, reporting or affecting job conditions concerning health, safety
or welfare. AACE's work or failure to perform same shall not in any way excuse any
contractor, subcontractor or supplier from performance of its work in accordance with the
contract documents.
4 - Payment: Payment shall be due within 30 days after date of invoice. Interest at the rate
of 18% per annum (or the highest rate allowable by law) from 30 days after date of invoice
to date payment is received will be added to all amounts not paid within 30 days after date
of invoice. All attorney fees and expenses associated with collection of past due invoices will
be paid by Client.
5 - Right -of -Entry: Unless otherwise agreed, Client will furnish right -of -entry on the
property for AACE to make the planned borings, surveys, and/or explorations. AACE will
take reasonable precautions to minimize damage to the property caused by its equipment
and sampling procedures, but the cost of restoration or damage which may result from the
planned operations is not included in the contracted amount. If Client desires to restore the
property to its former condition, AACE will accomplish this and add the cost to its fee.
6 - Damage to Existing Man-made Objects: It shall be the responsibility of the Owner or his
duly authorized representative to disclose the presence and accurate location of all hidden
or obscure man-made objects relative to field tests, sampling, or boring locations. When
cautioned, advised or given data in writing that reveal the presence or potential presence of
underground or overground obstructions, such as utilities, AACE will give special
instructions to its field personneL As evidenced by your acceptance of this proposal, Client
agrees to defend, indemnify and save harmless AACE from all claims, suits, losses, personal
injuries, death and property liability resulting from subsurface conditions or damages to
subsurface structures or man made objects, owned by Client or third parties, occurring in
the performance of the proposed work, whose presence and exact locations were not
revealed to AACE in writing, whether such claims or damages are caused in whole or in part
by RACE, and agree to reimburse AACE for expenses in connection with any such claims
or suits, including reasonable attorney's fees. Client's obligation to indemnify is limited to
$1 million per occurrence, which Client agrees bears a reasonable commercial relationship
to the Work undertaken by RACE. Client further agrees that these general conditions are
a part of the Work's specifications or bid documents, if any.
7 - Warranty and Limitation of Liability: AACE shall perform services for Client in a
professional manner, using that degree of care and skill ordinarily exercised by and consistent
with the standards of competent consultants practicing in the same or a similar locality as the
project In the event any portion of the services fails to comply with this warranty obligation
and AACE is promptly notified in writing prior to one year after completion of such portion
of the services, AACE will re -perform such portion of the services, or if re -performance is
impracticable, AACE will refund the amount of compensation paid to AACE for such
portion of the services.
This warranty is in lieu of all other warranties. No other warranty, expressed or implied,
including warranties of merchantability and fitness for a particular purpose is made or
intended by the proposal for consulting services, by furnishing an oral response of the
findings made or by any representations made regarding the services included in this
agreement. In no event shall AACE be liable for any special, indirect, incidental, or
consequential loss or delay or time -related damages. The remedies set forth herein are
exclusive and the total liability of consultant whether in contract, tort (including negligence
whether sole or concurrent), or otherwise arising out of, connected with or resulting from
the services provided pursuant to this Agreement shall not exceed the total fees paid by
Client or $50,000.00, whichever is greater. Client may, upon written request received within
five days of Client's acceptance hereof, increase the limit of AACE's liability by agreeing to
pay AACE an additional sum as agreed in writing prior to the commencement of AACE's
services. This charge is not to be construed as being a charge for insurance of any type, but
is increased consideration for the greater liability involved.
For services involving or relating to pollution, it is further agreed that the Client shall
indemnify and hold harmless AACE and their consultants, agents and employees from and
against all claims, damages, losses and expenses, direct and indirect or consequential
damages, including but not limited to fees and charges of attorneys and court and
arbitration costs, arising out of or resulting from the performance of the work by AACE,
or claims against AACE arising from the work of others. This indemnification provision
extends to claims against AACE which arise out of, are related to, or are based upon, the
disposal, discharge, escape, release or saturation of vapors, fumes, acids, alkalis, toxic
chemicals, liquids, gases or any other material, irritant, contaminant or pollutant in or into
the atmosphere or on, onto, upon, in or into the surface or subsurface. Client's obligation
to indemnify is limited to $1 million per occurrence, which Client agrees bears a reasonable
commercial relationship to the Work undertaken by AACE. Client.further agrees that
these general conditions are a part of the Work's specifications or bid documents, if any.
8 - Sampling or Testing Location: Unless specifically stated to the contrary, the fees
included in this proposal do not include costs associated with professional land surveying
of the site or the accurate horizontal and vertical locations of tests. Field tests or boring
locations described in our report or shown on our sketches are based on specific
information furnished to us by others or estimates made in the field by our technicians.
Such dimensions, depths or elevations should be considered as approximations unless
otherwise stated in the report.
9 - Sample Handling and Retention : Generally test samples or specimens are consumed
and/or substantially altered during the conduct of tests and AACE, at its sole discretion,
will dispose (subject to the following) of any remaining residue immediately upon
completion of test unless required in writing by the Client to store or otherwise handle the
samples. (a) NONHAZARDOUS SAMPLES: At Client's written request, AACE will
maintain preservable test samples and specimens or the residue therefrom for thirty (30)
days after submission of AACE's report to Client free of storage charges. After the initial
30 days and upon written request, AACE will retain test specimens or samples for a
mutually acceptable storage charge and period of time. (b) HAZARDOUS OR
POTENTIALLY HAZARDOUS SAMPLES: In the event that samples contain
substances or constituents hazardous or detrimental to human health, safety or the
environment as defined by federal, state or local statutes, regulations, or ordinances
("Hazardous Substances" and "Hazardous Constituents", respectively), AACE will, after
completion of testing and at Client's expense: (I) return such samples to Client; (h) using
a manifest signed by Client as generator, will have such samples transported to a location
selected by Client for final disposal. Client agrees to pay all costs associated with the
storage, transport, and disposal of such samples. Client recognizes and agrees that AACE
is acting as a bailee and at no time does AACE assume title of said waste.
10 - Discovery ofUnanticipated Hazardous Materials: Hazardous materials or certain types
of hazardous materials may exist at a site where there is no reason to believe they could or
should be present. AACE and Client agree that the discovery of unanticipated hazardous
materials constitutes a changed condition mandating a renegotiation of the scope of work
or termination of services. AACE and Client also agree that the discovery of unanticipated
hazardous materials may make it necessary for AACE to take immediate measures to
protect health and safety. AACE agrees to notify Client as soon as practicable should
unanticipated hazardous materials or suspected hazardous materials be encountered. Client
encourages AACE to take any and all measures that, in AACE's professional opinion, are
justified to preserve and protect the health and safety of AACE's personnel and the public.
Client agrees to compensate AACE for the additional cost of working to protect
employees' and the public's health and safety. In addition, Client waives any claim against
RACE, and agrees to defend, indemnify and save AACE harmless from any claim or
liability for injury or loss arising from AACE's discovery of unanticipated hazardous
materials or suspected hazardous materials. Client also agrees to compensate AACE for
any time spent and expenses incurred by AACE in defense of any such claim, with such
compensation to be based upon AACE's prevailing fee schedule and expense
reimbursement policy relative to recovery of direct project costs.
11 - joint and Several Liability: The concept of joint and several liability is basically this:
When two or more parties are considered responsible for causing injury or damage, any one
of the parties may be made to provide compensation for as much as 100% of the damages
assessed. When applied to hazardous materials projects, it is possible that the concept of
joint and several liability could be construed to make AACE partly or wholly responsible
for damages created directly or indirectly by the hazardous materials. Client agrees that it
would be unfair for AACE to be exposed to such an action, because AACE had nothing
whatsoever to do with the creation of the hazardous condition. Accordingly, Client waives
any claim against AACE, and agrees to defend, indemnify and save AACE harmless from
any claim or liability for injury or loss arising from application of a joint and several liability
concept that would, in any manner, hold or seek to hold AACE responsible for creating
a hazardous condition or permitting one to exist. Client also agrees to compensate AACE
for any time spent and expenses incurred by AACE in defense of any such claim, with such
compensation to be based upon AACE's prevailing fee schedule and expense
reimbursement policy relative to recovery of direct project costs.
12 - Legal jurisdiction: The parties agree that any actions brought to enforce any provision
of this Agreement shall only be brought in a court of competent jurisdiction located in St.
Lucie County, Florida. All causes of action arising out of AACE's Work shall be deemed
to have accrued and the applicable statutes of limitation shall commence to run not later
than either the date of substantial completion of the Work for acts or failures to act
occurring prior to substantial completion, or the date of issuance of final payment for acts
or failures to act occurring after substantial completion of the Work.
13 - Force Majeure: AACE shall not be held responsible for any delay or failure in
performance of any part of this Agreement to the extent such delay or failure is caused by
fire, flood, explosion, war, strike, embargo, government requirement, civil or military
authority, acts of God, act or omission of subcontractors, carriers, client or other similar
causes beyond its control.
Exhibit A
SCOPE OF SERVICES
ENGINEERING CONSULTING SERVICES
Design Services For
Construction of Pavement on 3211 Ave, 43rd Place, and 441h St
Prepared for:
Indian River County
180127th Street
Vero Beach, FL 32960
Prepared by:
Johnson, Mirmiran & Thompson, Inc..
3250 West Commercial Boulevard, Suite 360
Ft Lauderdale, FL 33309
May 2025
Page 1 of 7
TABLE OF CONTENTS
I. PROJECT TITLE............................................................................................................ 3
II. OBJECTIVE............:........................................................................................................ 3
III. PROJECT DESCRIPTION............................................................................................. 3
IV. PROJECT SCOPE OF WORK....................................................................................... 3
V. SUBMITTAL/DELIVERABLES.................................................................................... 6
VI. REPORTING....................................................................................................................6
VII. SCHEDULE/LENGTH OF SERVICE.......................................................................... 6
Page 2 of 7
SCOPE OF SERVICES FOR ENGINEERING CONSULTING SERVICES
This Exhibit forms, an integral part of the agreement between Indian River County (hereinafter referred to
as the COUNTY) and Johnson, Mirmiran & Thompson (hereinafter referred to as the CONSULTANT)
relative to the transportation facility described as follows:
I. PROJECT TITLE
Professional Engineering Services for the Construction of Pavement on 32nd Ave, 43rd Place, and 44th
St.
H. OBJECTIVE
The purpose of this project is to develop construction plans for the construction of pavement and
drainage facilities along 550' of 32nd Ave (from of 43rd St to 44th St); 310' of 43rd PI (from 33rd
Ave to 32nd Ave); and 260' of 44th St (from 32nd Ave to 31st Ave); see Figure 1 below.
Figure 1— Project Limits
III. PROJECT DESCRIPTION
A complete set of bid documents will be developed for the unpaved roadways of 32nd Ave (from of
43rd St to 44th St), 43rd PI (from 33rd Ave to 32nd Ave), and 44th St (from 32nd Ave to 31st Ave)
to construct new asphalt pavement and associate drainage facilities. The COUNTY will provide any
survey already obtained for the project location.
IV. PROJECT SCOPE OF WORK
1. Proiect General:
• Contract Maintenance and Project Documentation— Includes document management, schedule
updates, progress Reports
• Client/Progress Meetings — Includes two one-hour meetings per month
• Field Reviews — Includes one field review (two attendees)
Page 3 of 7
• Coordination — Required for collaborating withgeotechnical professional for design parameters
• Development'of Project Specifications
• Development of Project Cost Estimates — Includes one cost estimate for each submittal phase
2. Roadway Design:
• Master Design File Setup & Maintenance, Model Management Plan — Includes initial
CADD file setup for files needed for plan development
• HorizontalNertical Master Design Files/31) Geometrics.— Approximately 0.25 miles of
project length along 32"d Ave, 43' Pl, and 44`h St
• Temporary Traffic Control Plans Phasing/Analysis — Development of TTCP concept and
reference files for quantities
• Quantities
• QA/QC
3. Roadway Plans/Deliverables:
• Key Sheet/Signature Sheet
• Typical Section and Paving Details Sheet
• General Notes Sheet
• Project Layout Sheet
• Plan/Profile Sheets (including Signing and Pavement Markings, and Utilities)
• Temporary Traffic Control Plans Sheets — General TTCP notes, phasing notes and typical
sections, detour sheet
• Standard Details (from FDOT Standard Plans)
• Summary of Quantities Tables/Sheets
• QA/QC
• Supervision
4. Drainage Design
• Delineate Drainage Area
• Calculations — Rational Method for runoff calculations
• Storm Drain Design — Design inlets and size storm drains. The likely outlet will be an
existing ditch west of 33rd Ave, which then drains north and ties into the IRFWCD lateral
connector under 45th Street.
• Quantities
• QA/QC
• Supervision
5. Drainage Plans/Deliverables
• Conceptual Drainage Memo — Includes all calculations
• Drainage Structures Sheets (Cross Sections) — see Note 5-1 below
• Optional Materials Sheet — see Note 1 below
• Standard Details (from FDOT Standard Plans)
• Summary of Quantities Tables/Sheets
• QA/QC
• Supervision
• NOTE 5-1: For this scope of service, it is assumed that no stormwater attenuation or
treatment design is necessary. Should stormwater attenuation and treatment be required, a
scope amendment will be provided.
o IRFWCD: A 2003 memorandum with the Indian River Farms Water Control
Page 4 of 7
District (IRFWCD) indicates that "County roads were made exempt on April 16,
1996 by IRFWCD." Consultant has inquired with IRFWCD and is awaiting a
response.
o SJRWMD: This project may meet an exemption for an ERP. FAC 62-
330.051(4)(e) indicates that paving existing roads is exempt given certain criteria:
■ (e) Repair, stabilization, paving, or repaving of existing roads, and the
repair or replacement of vehicular bridges that are part of the road, where:
■ 1. They were in existence on or before January 1, 2002, and have:
• a. Been publicly -used and under county or municipal ownership
and maintenance thereafter, including when they have been
presumed to be dedicated in accordance with Section 95.361, F.S.;
• b. Subsequently become county or municipally -owned and
maintained; or
• c. Subsequently become perpetually maintained by the county or
municipality through such means as being accepted by the county
or municipality as part of a Municipal Service Taxing Unit or
Municipal Service Benefit Unit; and
■ 2. The work does not realign the road or expand the number of traffic lanes
of the existing road, but may include safety shoulders, clearing vegetation,
and other work reasonably necessary to repair, stabilize, pave, or repave
the road, provided that the work is constructed using generally accepted
roadway design standards;
■ 3. Existing bridges are not widened more than is reasonably necessary to
properly connect the bridge with the road to match the width of the
roadway travel lanes and safely accommodate the traffic expected;
■ 4. No debris from the original bridge shall be allowed to remain in
wetlands or other surface waters;
■ 5. Roadside swales or other effective means of stormwater treatment are
incorporated as part of the work;
■ 6. No more dredging or filling of wetlands or water of the state is
performed than is reasonably necessary to perform the work in accordance
with generally accepted roadway design standards;
■ 7. Notice of intent to use this exemption is provided to the Agency 30 days
before performing any work; and
■ 8. All work is conducted in compliance with subsection 62-330.050(9),
F.A.C.
6. Permitting
• Pre -application meeting with SJRWMD
• Pre -application meeting with IRFWCD
• SJRWMD Verification of Exemption letter
• IRFWCD Review Application
• IRFWCD Connection Application
• NOTE 6-1: It is assumed no waters, wetlands, or rare species are present on site, and no
coordination with USACE will be required.
• NOTE 6-2: The COUNTY shall be responsible for fees associated with permit reviews and
applications.
7. Utility Coordination
• Identify/Make Utility Contacts (includes acquiring as -built plans) with Utility
Page 5 of 7
Agencies/Owners (UAOs)
• Identify conflicts and develop conflict matrix
• Develop utility work schedules and/or get commitment for relocation/adjustment from
UAOs
8. Geotechnical
• (See Appendix A — Subconsultant Services)
V. SUBMITTAL/DELIVERABLES
The following deliverables are associated with this project:
1. One set of biddable contract plans
2. Electronic/CADD files with backup calculations and quantities
3. One engineering cost estimate based on final quantities
4. Specifications package
VI. REPORTING
The consultant shall coordinate any necessary items with the COUNTY's Engineer.
VII. SCHEDULE/LENGTH OF SERVICE
The following is an approximate schedule of deliverables upon NTP:
• Drainage Alternatives Design/Documentation Report (4 weeks)
o Investigate requirements for conveyance and attenuation, and provide drainage design
alternatives
o Present to County and determine final design concept
• 60% Plans Submittal (6 weeks)
o Perform geotechnical field investigation and laboratory tests
o Perform initial utility coordination
o Perform initial permitting investigation
o Develop initial (60%) engineering deliverables
• Client comments/input (2 weeks)
• 100% Plans Submittal (4 weeks)
o Incorporate comments
o Finalize utility coordination
o Finalize permitting
o Develop final (100%) engineering deliverables
• Final comments (1 week)
• Address final comments, provide signed and sealed deliverables (1 week)
Page 6 of 7
Page 7 of 7
TOTAL
COST SUMMARY FORMAT
PARTI- GENERAL
PROJECT TITLE: 32nd. Avenue
Task
001
NAME OF CONSULTANT: Johnson, Mirmiran and Thompson
PROPOSAL DATE
1/0/1900
40 Wight Avenue, Hunt Valley, MD 21030
PART 11- COST SUMMARY
OFFICE DIRECT LABOR
HOURS
HOURLY RATE
ESTIMATES} COST
TOTALS
Project Manager
25
$
279.00
$ 6,975.00
En ineef
46
$
204.00.
$ 9,384.00
EngineeringEngineefing Intern
65
$
117.00
$ 7,605.00
Senior Engineer
14
$:
231.00
. $ 3,234.00.
Chief Designer
29
$
162.00.
$ 4,698.00
Chief Engineer
8
1 $
285.001$
2,280.00
_
TOTAL OFFICE HOURS
1 187
OFFICE DIRECT LABOR SUBTOTAL
$
34,176.00'
Office Overhead Costs
Total.of Direct Labor & Overhead Costs
$
34.176.00
TOTAL PROFESSIONAL FEE
$
34,176.00
SUBCONSULTANT S
-
ESTIMATED COST
Andersen Andre -Consulting Engineers, Inc. SUB -SBE
$ 6,585.00
- - SUBCONSULTANT S - SUBTOTAL
Js 6,585.00
OTHER DIRECT COSTS TOTAL
$
6,585.00"
TOTAL PRICE
$
40,761.00
Page 7 of 7
Luanne Marino Clark
From: Addie Javed
Sent: Monday, July 21, 2025 3:26 PM
To: Luanne Marino Clark
Subject: RE: [EXTERNAL] FW: Gifford Neighborhood 32nd Avenue Paving Work Order docs
See below.
ENGINEERING, SERVICES WORK ORE
This Work Order Number oi, is entered into as of this 17th di
pursuant to that certain Continuing Contract Agreement, dated Ma
between IN Dl.AN RIVER -COU NTY, a political subdivision- of the State
Johnson, tffiyMmw & Thompson (,"Consultant).
Mirmiran
The COUNTY has selected the Consultant to perform the l:
Exhibit A (Scope of Work), attached to this Work Order and made I
professional services will be performed by the Consultant for the m
maximum amount not -to -exceed professional fee. Any additional a
and at a rate not to exceed the prices set forth in Exhibit B of the Al
2023015, -made a part hereof by this reference! The Consultant will
within the timeframe more particularly set forth -in Exhibit A (Time
Order and made a part hereof by this reference all in accordance
forth in the Agreement. Pursuant to paragraph 1.4 of the Agreemer
Order shall conflict with the terms of the Agreement and .the terms c
to be incorporated in each 'individual Wotk-Order as if fuller set forth
A
Regards, Addie
INVITNESS til HEREOF, parties hereto have. executed th
written above.
1
Es
Luanne Marino Clark
From: Addie Javed
Sent: Monday, July 21, 2025 3:24 PM
To: Luanne Marino Clark
Subject: RE: [EXTERNAL] FW: Gifford Neighborhood 32nd Avenue Paving Work Order docs
There was a typo in the company's name.
Regards, Addie
Addie Javed, PhD, PE, CFM
Public Works Director
Indian River County
1801 27th Street,
Vero Beach, FL 32960
ajaved@indianriver, gov
Phone: (772) 226-1234
Mission: Dedicated to Indian River County through Service Excellence!
From: Luanne Marino Clark <Iclark@indianriver.gov>
Sent: Monday, July 21, 2025 3:21 PM
To: Addie Javed <ajaved@indianriver.gov>
Subject: FW: [EXTERNAL] FW: Gifford Neighborhood 32nd Avenue Paving Work Order docs
Addie —the Work Order attachment title is Work Order Revised. Does this just mean the signatures or was
something else revised after being approved by the BCC? Thanks, Lu
Have a great day!
—\1L
(0 0)
----000-(_)-Ooo---
Luanne Clark
Staff Assistant IV
Indian River County Public Works Department
1801 27Th Street
Vero Beach FL 32960
772-226-1379
Iclark@indianriver.gov
From: Addie Javed <a!aved@indianriver.eov>
Sent: Monday, July 21, 2025 3:11 PM
To: Luanne Marino Clark <Iclark@indianriver.eov>
Cc: Justin Berner <iberner@indianriver.gov>
Subject: FW: [EXTERNAL] FW: Gifford Neighborhood 32nd Avenue Paving Work Order docs
1
Lu, please route for signatures, and send to Jacqui once completed.
Thankyou foryou r help.
Regards, Addie
Addie Javed, PhD, PE, CFM
Public Works Director
Indian River County
1801 27th Street,
Vero Beach, FL 32960
a-iaved indianriver gov
Phone: (772) 226-1234
Mission: Dedicated to Indian River County through Service Excellence!
From: Aranda, Johan <jaranda@imt.com>
Sent: Monday, July 21, 2025 11:21 AM
To: Justin Berner <iberner@indianriver.gov>
Cc: Addie Javed <aiaved@indianriver.sov>; Baimel, Joshua <JBaimel@imt.com>
Subject: RE: [EXTERNAL] FW: Gifford Neighborhood 32nd Avenue Paving Work Order docs
CAUTION: This message is from an external source. Please use caution when opening attachments or clicking links
Hi Justin,
See signed contract. Please return the fully executed copy at your earliest convenience. Thank you.
Johnson, Mirmiran & Thompson, Inc.
An Employee Owned Company
Johan Aranda, PE
Associate Vice President
Highways Section Head
3250 West Commercial Blvd., Suite 360
Ft. Lauderdale, FL, 33309
P. (954) 233-6562
iarandaOmmt.com