PINELLAS COUNTY GOVERNMENT IS COMMITTED TO … (S… · (CCNA) per Florida Statute 287.055 was released on February 23, 2016 and the negotiation and scoping process was concluded

Pinellas County

Staff Report

315 Court Street, 5th FloorAssembly Room

Clearwater, Florida 33756

File #: 17-404D, Version: 1 Agenda Date: 6/30/2017

Subject:Ranking of firms and agreement with Cumbey and Fair, Inc., for professional engineering services forthe Hercules Avenue Local Agency Program American with Disabilities Act Sidewalk ImprovementsPhase II Project from Sherwood Street to Sunset Point Road.Recommended Action:Approval by the County Administrator of the ranking of firms and agreement with the number oneranked firm, Cumbey and Fair, Inc., for professional engineering services for the Hercules AvenueLocal Agency Program (LAP) Americans with Disabilities Act (ADA) Sidewalk Improvements Phase IIProject from Sherwood Street to Sunset Point Road.

Contract No. 156-0110-NC(SS), in an annual amount of $113,095.80 for thirty-six (36) consecutivecalendar months from notice to proceed for a total of $339,287.40.Strategic Plan:Ensure Public Health, Safety, and Welfare

2.5 Enhance pedestrian and bicycle safety

Foster Continual Economic Growth and Vitality

4.4 Invest in infrastructure to meet current and future needs

4.5 Provide safe and effective transportation systems to support the efficient flow of motorists,

commerce, and regional connectivity

Summary:This contract is for professional engineering services for the design of sidewalk improvements alongboth sides of Hercules Avenue, from Sherwood Street to Sunset Point Road including ADA sidewalkand ramp compliance requirements. The project objective is to reduce conflicts for disabled citizens,provide ADA upgrades and provide safer walking and cycling paths for pedestrians.

Project design phase services are to be completed within two hundred seventy (270) calendar days.The remaining portion of the 1,095 days is to retain consulting services through the bidding processand through construction completion

The firms in order of ranking are attached on the ranking spreadsheet.

Background/Explanation:

A Request for Qualifications (RFQ) to comply with the Consultants Competitive Negotiation Act(CCNA) per Florida Statute 287.055 was released on February 23, 2016 and the negotiation andscoping process was concluded in March 2017.

Pinellas County Printed on 5/2/2017Page 1 of 2

powered by Legistar™

Approved by County Administrator 05/02/17

http://www.legistar.com/

File #: 17-404D, Version: 1 Agenda Date: 6/30/2017

The contract includes negotiated fully burdened hourly rates including all labor, direct/indirectoverhead margins/profits, and travel within the Tampa Bay Metropolitan Statistical Area (TBMSA).Travel outside of the TBMSA will be reimbursed in accordance with Section 112.061, FloridaStatutes.

Fiscal Impact:Basic services not to exceed: $309,287.40Contingency services not to exceed: $ 30,000.00Total expenditure not to exceed: $339,287.40

Estimated annual expenditure not to exceed $113,095.80

Funding for design phase services is derived through a LAP Agreement with Florida Department ofTransportation (FDOT) in the amount of $174,766.00 and through the Local Infrastructure Sales Tax(Penny for Pinellas) in the amount of $164,521.40. The anticipated agreement expenditure is$339,287.40. Construction funding is anticipated through a future LAP agreement with FDOT asfederal funding becomes available, and following completion of the design phase.

Delegated Authority:Authority for the County Administrator to approve and execute this agreement is granted under CodeSection 2-178.

Staff Member Responsible:Rahim Harji, Director, Public WorksJoe Lauro, Director, Purchasing

Partners:FDOT

Attachments:AgreementRanking SpreadsheetLocation MapProject Financial Overview

Pinellas County Printed on 5/2/2017Page 2 of 2

powered by Legistar™

http://www.legistar.com/

PINELLAS COUNTY GOVERNMENT IS COMMITTED TO PROGRESSIVE PUBLIC POLICY, SUPERIOR PUBLIC SERVICE, COURTEOUS PUBLIC CONTACT, JUDICIOUS EXERCISE OF AUTHORITY AND SOUND MANAGEMENT OF PUBLIC RESOURCES, TO MEET THE NEEDS AND CONCERNS OF OUR CITIZENS TODAY AND TOMORROW.

PROFESSIONAL ENGINEERING DESIGN SERVICES AGREEMENT

FOR THE HERCULES AVENUE PHASE II LOCAL AGENCY PROGRAM (LAP)

AMERICANS WITH DISABILITY ACT (ADA) SIDEWALK IMPROVEMENTS

PROJECT FROM SHERWOOD STREET TO SUNSET POINT ROAD

COUNTY CONTRACT NO. 156-0110-NC (SS)

COUNTY PID NO. 002686A

FLORIDA DEPARTMENT OF TRANSPORTATION FPN 424564-7-58-01

156-0110-NC (SS)

PROFESSIONAL ENGINEERING SERVICES NON-CONTINUING SERVICES TABLE OF CONTENTS

SECTION 1 INTENT OF AGREEMENT ....................................................................................................... 2 SECTION 2 SCOPE OF PROJECT ............................................................................................................. 3

2.1 PROJECT DESCRIPTION AND PROFESSIONAL REQUIREMENTS ................................... 3 2.2 PROJECT PHASES ................................................................................................................. 3 2.3 CONSULTING RESPONSIBILITIES ........................................................................................ 3 2.4 GENERAL DESIGN CONDITIONS .......................................................................................... 4 2.5 GOVERNING SPECIFICATIONS REGULATIONS AND PERTINENT DOCUMENTS ........... 4

SECTION 3 SERVICES TO BE FURNISHED BY THE CONSULTANT...................................................... 4 3.1 SEE EXHIBIT A – SCOPE OF SERVICES. ............................................................................. 4 3.2 BIDDING PHASE ..................................................................................................................... 5 3.3 CONSTRUCTION PHASE ....................................................................................................... 5 3.4 PROVISIONS RELATED TO ALL PHASES ............................................................................ 6 3.5 PERMIT APPLICATIONS AND APPROVALS ......................................................................... 7 3.6 COORDINATION WITH UTILITY SERVICES AND AFFECTED PUBLIC AGENCIES ........... 8

SECTION 4 SERVICES TO BE FURNISHED BY THE COUNTY ............................................................... 8 SECTION 5 PRESENTATIONS, PUBLIC MEETINGS AND TECHNICAL LIAISON .................................. 8 SECTION 6 PAYMENT GUIDELINES AND CATEGORY OF SERVICES .................................................. 9

6.1 BASIC SERVICES ................................................................................................................... 9 6.2 OPTIONAL SERVICES ............................................................................................................ 9 6.3 CONTINGENCY SERVICES ................................................................................................... 9 6.4 ADDITIONAL SERVICES ........................................................................................................ 9 6.5 INVOICING ............................................................................................................................... 9

SECTION 7 COMPENSATION TO THE CONSULTANT .......................................................................... 10 SECTION 8 PERFORMANCE SCHEDULE ............................................................................................... 11 SECTION 9 AUTHORIZATION FOR CONTINGENT OR ADDITIONAL SERVICES ................................ 11 SECTION 10 FIRMS AND INDIVIDUALS PROVIDING SUBCONSULTING SERVICES ......................... 12 SECTION 11 SATISFACTORY PERFORMANCE ..................................................................................... 12 SECTION 12 RESOLUTION OF DISAGREEMENTS ................................................................................ 12 SECTION 13 CONSULTANT’S ACCOUNTING RECORDS ..................................................................... 12 SECTION 14 OWNERSHIP OF PROJECT DOCUMENTS ....................................................................... 13 SECTION 15 INSURANCE COVERAGE AND INDEMNIFICATION ......................................................... 13 SECTION 16 EQUAL EMPLOYMENT OPPORTUNITY CLAUSE FOR CONTRACTS NOT SUBJECT TO

EXECUTIVE ORDER 11246 ................................................................................................ 13 SECTION 17 INDEPENDENT CONTRACTOR STATUS AND COMPLIANCE WITH THE IMMIGRATION

REFORM AND CONTROL ACT OF 1986 .......................................................................... 13 SECTION 18 PROHIBITION AGAINST CONTINGENT FEE .................................................................... 13 SECTION 19 TRUTH IN NEGOTIATIONS ................................................................................................. 14 SECTION 20 SUCCESSORS AND ASSIGNS ........................................................................................... 14 SECTION 21 INTEREST ON JUDGMENTS .............................................................................................. 14 SECTION 22 TERMINATION OF AGREEMENT ....................................................................................... 14 SECTION 23 AGREEMENT TERM ............................................................................................................ 15 SECTION 24 CONFLICT OF INTEREST ................................................................................................... 15 SECTION 25 ENTIRE AGREEMENT ......................................................................................................... 15 SECTION 26 PUBLIC ENTITY CRIMES .................................................................................................... 15 SECTION 27 PUBLIC RECORDS .............................................................................................................. 15 SECTION 28 GOVERNING LAW AND AGREEMENT EXECUTION ........................................................ 16

EXHIBITS A (Scope of services and hourly work effort), and B (Hourly rates and fees) APPENDIX 1 LAP Terms for Federal Aid Projects

Page 1 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SECTION 1

INTENT OF AGREEMENT

AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES FOR

Hercules Avenue LAP ADA Sidewalk Improvements Phase II from Sherwood Street to Sunset Point Road – Professional Engineering Services

Contract No. 156-0110-NC (SS); County PID No. 002686

THIS AGREEMENT, entered into on the _____ day of ___________, 20_____, between PINELLAS

COUNTY, a political subdivision of the State of Florida, hereinafter referred to as the COUNTY, represented

by its Board of County Commissioners, and, Cumbey and Fair, Inc. with offices in Clearwater, Florida

hereinafter referred to as the CONSULTANT.

WITNESSETH, That: WHEREAS, Pinellas County, herein referred to as the COUNTY, requires PROFESSIONAL

ENGINEERING SERVICES for the development of plans and specifications and perform all other

professional engineering services as may be required during the construction of A.D.A. sidewalk

improvements on Hercules Avenue from Sherwood Street to sunset Point Road, hereinafter referred to as

“PROJECT” in Pinellas County, Florida

WHEREAS, the COUNTY desires the CONSULTANT provide PROFESSIONAL ENGINEERING

SERVICES requisite to the development of the PROJECT; and

WHEREAS, the CONSULTANT has expressed the willingness and ability to provide the

aforementioned Services; and

NOW THEREFORE, the COUNTY and the CONSULTANT, in consideration of the mutual covenants

hereinafter set forth, agree as follows:

Page 2 of 16 Revised 06-2012 (01-2015)

admdd02

Typewritten Text

2

admdd02

Typewritten Text

May

admdd02

Typewritten Text

17

156-0110-NC (SS)

SECTION 2 SCOPE OF PROJECT

2.1 PROJECT DESCRIPTION AND PROFESSIONAL REQUIREMENTS

For the purposes of this Agreement the term PROJECT shall include all areas of proposed

improvements, all areas that may reasonably be judged to have an impact on the PROJECT, and all PROJECT development phases and the services and activities attendant thereto. It is not the intent of this Agreement to identify the exact limits or details involved in providing satisfactorily completed PROJECT construction documents. The CONSULTANT shall provide the following professional services to prepare construction plans, specifications, and complete applications for and receive all federal, state, and local permits required for construction of the PROJECT. The PROJECT design shall be based on the following data:

The CONSULTANT shall design; prepare construction plans; acquire permits; develop construction

specifications; and provide engineering services for the construction of sidewalk, ADA ramps and driveway improvements along both sides of the roadway. Reconstruction of non-compliant ramps and driveways and replacement of non-compliant sidewalk is proposed. Approximately 3,800 linear feet of new sidewalk is proposed. Drainage improvements required to accommodate sidewalk construction shall be designed in accordance with Pinellas County ordinances and Southwest Florida Water Management District (SWFWMD) regulations. The project limits along Hercules Avenue begin at the Sherwood Street intersection and end at the Sunset Point intersection. All required permits shall be obtained by the engineering consultant. Plans shall be prepared in accordance with the current Civil 3D Pinellas County Kit Requirements. Exhibit A, Scope of Services is attached.

a) Required Deliverables:

• Geometric, drainage, and traffic design as required to complete the engineering of this project. • Construction plans in AutoCAD® Civil 3D format using the current Pinellas County Kit. The plans

shall be provided electronically, plus two (2) 11” x 17” paper prints signed and sealed by a Florida Licensed Professional Engineer.

• All technical specifications required for construction. • Engineer’s estimates of probable construction costs at the 15%, 60%, 100%, and Final Design

submittal stages.

2.2 PROJECT PHASES All project phases shall be completed on or before the milestone dates provided in the COUNTY approved PROJECT design schedule referenced in Exhibit A.

2.3 CONSULTING RESPONSIBILITIES A. It is the intention of the COUNTY that the CONSULTANT is held accountable for its work,

including checking and review of plans, and that submittals are complete. B. The CONSULTANT shall be responsible for the accuracy of the work and shall promptly correct

its errors and omissions without additional compensation. Acceptance of the work by the COUNTY will not relieve the CONSULTANT of the responsibility for subsequent correction of any errors and the clarification of any ambiguities.

C. The CONSULTANT represents that it has secured or will secure, at its own expense, all

personnel necessary to complete this Agreement; none of whom shall be employees of or have any contractual relationship with the COUNTY. Primary liaison with the COUNTY will be through the CONSULTANT’S Project Manager. All of the services required hereunder will be performed by the CONSULTANT or under the CONSULTANT’S supervision, and all personnel engaged in the work shall be fully qualified and shall be authorized or permitted under law to perform such services.

Page 3 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

D. The CONSULTANT shall endorse all reports, calculations, contract plans, and survey data.

Services shall be prepared under the direction of an engineer registered in the State of Florida and qualified in the required discipline. Products or services performed or checked shall be signed and sealed by the CONSULTANT’S Florida registered engineer.

E. The CONSULTANT shall be responsible for the preparation of a PROJECT design schedule,

prepared in Microsoft Project 2013 or later, which shows a breakdown of all tasks to be performed, and their relationship in achieving the completion of each phase of work. A bar chart schedule showing overall PROJECT time frames should also be prepared. These schedules must be submitted for COUNTY approval within ten (10) days of the initial PROJECT Notice to Proceed. These schedules will be used to verify CONSULTANT performance in relationship to Fees claimed and to allow the COUNTY’S Project Manager to monitor the CONSULTANT’S efforts. The CONSULTANT shall be responsible for any updates to these schedules and for documenting in writing to the COUNTY any major deviations in the actual versus estimated PROJECT time frames.

F. The CONSULTANT shall respond, in writing, to all review comments made by the COUNTY, and

shall incorporate appropriate design adjustments into the PROJECT, in a timely manner, resulting from the review exchange.

G. CONSULTANT agrees to abide by the requirements as established in APPENDIX 1 LAP Terms for

Federal Aid Projects. 2.4 GENERAL DESIGN CONDITIONS

2.4.1 The CONSULTANT shall coordinate and solicit appropriate input, with the knowledge of the COUNTY.

2.4.2 All design data, plans, and drawings shall be delivered electronically in accordance with Pinellas County’s new requirement to utilize AutoCAD Civil 3D Pinellas County Kit Requirements (latest version); as well as providing reproducible hard copies of plans and drawings. All specification and other documents shall be delivered electronically and or on a CD ROM, Microsoft Word & Excel format as required, as well as the reproducible hard copies.

2.4.3 Not Applicable

2.4.4 The CONSULTANT shall develop acceptable alternates to any and all design recommendations that may be declared unacceptable. 2.5 GOVERNING SPECIFICATIONS REGULATIONS AND PERTINENT DOCUMENTS

The PROJECT shall be designed by the CONSULTANT in accordance with applicable industry standards. The CONSULTANT shall be responsible for utilizing and maintaining current knowledge of any laws, ordinances, codes, rules, regulations, standards, guidelines, special conditions, specifications, or other mandates relevant to the PROJECT or the services to be performed.

SECTION 3 SERVICES TO BE FURNISHED BY THE CONSULTANT

3.1 SEE EXHIBIT A – SCOPE OF SERVICES.

Page 4 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS) 3.2 BIDDING PHASE

The CONSULTANT shall prepare with the COUNTY’S assistance the necessary bidding information, bidding forms, the conditions of the contract, and the form of agreement between the COUNTY and the Contractor. The CONSULTANT also, shall bear the cost of two (2) complete sets of documents (plans and specifications), two (2) of which shall be signed and sealed by the CONSULTANT as original record sets for the PROJECT. Each sheet in the two (2) construction plans print sets shall be signed, sealed and dated. The title sheet only of the two (2) specifications sets shall be signed, sealed, and dated. Additionally, any required addenda shall be signed, sealed, and dated.

3.2.1 The CONSULTANT, following the COUNTY’S review of the Construction Documents and of the latest Statement of Probable Construction Cost, shall be available to assist the COUNTY in obtaining bids, and in preparing and awarding construction contracts for each bid package. The CONSULTANT shall assist conducting pre-bid conferences, and shall prepare a Bid Tabulation spreadsheet following receipt of bids.

3.2.2 If the Advertisement for bids has not commenced within sixty (60) days after the CONSULTANT submits the approved Construction Documents to the COUNTY, any fixed limit of Construction Cost established as a condition of this Agreement shall be adjusted to reflect any change in the general level of prices which may have occurred during that period of time in construction industry. The adjustment shall reflect changes between the date of submission of the Construction Documents to the COUNTY and the date on which the Advertisement for Bids occurred.

3.2.3 The CONSULTANT shall prepare any required addenda to construction plans and specifications on the PROJECT during the bidding phase affecting the CONSULTANT’S plans and specifications. The CONSULTANT shall also provide any addenda during the Construction Phase in sufficient quantity to distribute to all necessary parties as determined by the COUNTY. Addenda material shall be placed in envelopes by the CONSULTANT for mailing by the COUNTY. The CONSULTANT shall also furnish certified mail receipt material and prepare mailing labels. The COUNTY shall mail all addenda. 3.3 CONSTRUCTION PHASE

All contact and/or communication from the CONSULTANT to the Contractor shall be coordinated with the knowledge of the COUNTY.

A. Construction Consultation Services may include the following:

1. Processing, review, approval and distribution of shop drawings, product data, samples and other submittals required by the Contract Documents.

2. Maintenance of master file of submittals with duplicate for COUNTY.

3. Construction Field Observation Services consisting of visits to the site as frequent as

necessary, but not less than once every week, to become generally familiar with the progress and quality of the work and to determine in general if the work is proceeding in accordance with the Contract Documents and prepare related reports and communications. Provide written report of each visit. This field observation requirement shall include any sub-consultants at appropriate construction points.

4. Review for comment or approval any and all proposal requests, supplemental drawings

and information and change orders.

5. Review for correctness Contractors pay requests for the COUNTY.

6. Prepare, reproduce and distribute supplemental drawings, specifications and interpretations in response to requests for clarification by the Contractor or the COUNTY as required by construction exigencies. Response to any request must be received by the COUNTY within twenty-four (24) hours of request, or the next available working day when the request is prior to a weekend or holiday.

Page 5 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

7. Review, upon notice by the Contractor that work is ready for final inspection and

acceptance.

8. Notify the COUNTY of any deficiencies found in follow-up reviews.

9. Evaluate all testing results and make recommendations to the COUNTY.

10. Assist in the establishment by the COUNTY of programs of operation and maintenance of the physical plant and equipment.

11. Arrange for and coordinate instructions on operations and maintenance of equipment

in conjunction with manufacturer’s representatives.

12. Prepare an operation and maintenance manual for the COUNTY’S use.

13. The CONSULTANT shall visit the project as necessary, but at a minimum of three (3) month, six (6) month and upon construction completion in order to certify that the permit conditions have been met satisfactorily. This shall not relieve the CONSULTANT of other needed visits to the project should specific issues arise.

14. Assistance in the training of the facility operation and maintenance personnel in proper

operations, schedules, procedures and maintenance inventory.

15. Prepare as-built record drawings, based on information furnished by the Contractors including significant changes in the work made during construction. The CONSULTANT will provide one (1) set of signed and sealed prints and one (1) CADD disk of the as-built record construction documents.

16. Transmit certified as-built record drawings and general data, appropriately identified,

to the COUNTY within thirty (30) days following completion of construction.

17. Consult with, and recommend solutions to, the COUNTY during the duration of warranties in connection with inadequate performance of materials, systems, and equipment under warranty.

18. Review facilities or equipment prior to expiration of warranty period(s) to ascertain

adequacy of performance, materials, systems and equipment.

19. Document noted defects or deficiencies and assist the COUNTY in preparing instructions to the Contractor for correction of noted defects.

20. The Contractor shall provide the CONSULTANT with all the required project close out

material for CONSULTANT’S use in the warranty period services.

21. The Contractor shall have prime responsibility in the warranty period for all services herein. The CONSULTANT shall assist, consult, observe review and document as noted.

3.4 PROVISIONS RELATED TO ALL PHASES

3.4.1 The CONSULTANT will investigate and confirm in writing to the COUNTY, to the best of the CONSULTANT’S knowledge, conformance with all applicable local public and utility regulations.

3.4.2 The CONSULTANT will coordinate work designed by various disciplines.

Page 6 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

3.4.4 The CONSULTANT shall submit to the COUNTY design notes and computations to

document the design conclusions reached during the development of the construction plans.

a. One (1) hard copy and one electronic file in PDF format of the design notes and computations shall be submitted to the COUNTY with the design development review plans. When the plans are submitted for final review, the design notes and computations corrected for any COUNTY comments shall be resubmitted. At the PROJECT completion, a final set of the design notes and computations, properly endorsed by the CONSULTANT, shall be submitted with the record set of plans and tracings.

b. The design notes and calculations shall include, but not be limited to, the following

data:

1) Design criteria used for the PROJECT. 2) Roadway geometric calculations 3) Structural calculations. 4) Drainage calculations. 5) Traffic design calculations 6) Traffic control calculations 7) Calculations as required by provisions of the Florida Energy Conservation Manual

(Department of General Services), latest revision. 8) Calculations showing probable cost comparisons of various alternatives

considered. 9) Documentation of decisions reached resulting from meetings, telephone

conversations or site visits. 10) Other PROJECT-related correspondences as appropriate.

3.4.5 Each set of plans for the PROJECT shall be accurate, legible, complete in design, suitable

for bidding purposes and drawn to scales acceptable to the COUNTY. The completed plans shall be furnished on reproducible material and in a format, which is acceptable to the COUNTY.

3.4.6 The CONSULTANT shall make such reviews, visits, attend such meetings and

conferences and make such contacts as are necessary for the proper preparation of plans and specifications for the PROJECT.

3.4.7 The COUNTY in no way obligates itself to check the CONSULTANT’S work and further is

not responsible for maintaining project schedules. 3.4.8 Other CONSULTANT responsibilities shall be as listed below:

a. Provide necessary sealed drawings to obtain building permits or any utility permit. b. Assist the COUNTY in Contractor claims and/or litigation. c. Review the Adequacy and completeness of documents submitted by the Contractor to

protect the COUNTY against claims by suppliers or third parties. 3.4.9 The CONSULTANT must be familiar with the intent, thoroughness, safety factors and

design assumptions of all structural calculations. 3.4.10 All work prepared and/or submitted shall be reviewed and checked by a CONSULTANT

(Architect/Engineer) registered in Florida. All plans shall be signed and sealed by the Professional CONSULTANT in responsible charge.

3.5 PERMIT APPLICATIONS AND APPROVALS

3.5.1 The CONSULTANT shall prepare all permit applications, data and drawings required for submittal BY THE COUNTY for approval of local, state and federal agencies.

Page 7 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

3.5.2 The CONSULTANT shall, at no additional cost to the COUNTY, make all reasonable and

necessary construction plans revisions required to obtain the necessary permit approvals for construction of the PROJECT.

3.5.3 For the purpose of ensuring the timely approval of all permits necessary for the construction

of the PROJECT, the CONSULTANT shall schedule the necessary contacts and liaison with all agencies having permit jurisdiction over the PROJECT, and shall furnish, on a timely basis, such plans, data and information as may be necessary to secure approval of the required permits.

3.6 COORDINATION WITH UTILITY SERVICES AND AFFECTED PUBLIC AGENCIES

3.6.1 The requirements of the various utility services shall be recognized and properly coordinated with the PROJECT design.

3.6.2 Drainage investigations and drainage design shall be coordinated with any city or drainage

district that may be affected by or have an effect on the PROJECT.

SECTION 4 SERVICES TO BE FURNISHED BY THE COUNTY

4.1 The COUNTY shall provide the following for the CONSULTANT’S use and guidance:

A. Copies of existing maps, existing aerial photographs, as-built construction plans and data

pertinent to the PROJECT design, which the COUNTY may have in its possession. B. Reproducibles of the COUNTY Public Works Department Standard Drawings applicable to the

PROJECT. C. Sample copies of the COUNTY standard contract documents and specifications. D. Preparation of legal (front-end) section of the specifications.

SECTION 5

PRESENTATIONS, PUBLIC MEETINGS AND TECHNICAL LIAISON

The following services shall be provided at no additional cost to the COUNTY:

5.1 Prior to the commencement of design activities, the COUNTY will conduct with the CONSULTANT a pre-design conference for the purpose of discussing issues relative to the PROJECT, plans preparation and submittal procedures and to convey to the CONSULTANT such items provided for under Section 4 as may be required and available at that time.

5.2 The CONSULTANT shall make presentations to the COUNTY’S Director of Public Works or designee as often as reasonably requested and at any point in the PROJECT development should issues arise which make additional presentations other than those listed elsewhere in this Agreement, in the COUNTY’S best interest.

5.3 The CONSULTANT shall participate in Monthly PROJECT Conferences with COUNTY staff personnel. The meetings will be scheduled by the COUNTY at a location provided by the COUNTY.

5.4 The CONSULTANT shall attend, as technical advisor to the COUNTY all meetings or hearings conducted by permitting agencies or public bodies in connection with any permit required for the construction of the PROJECT, and shall prepare all presentation aids, documents and data required in connection with such meetings or hearings, and at the discretion of the COUNTY, shall either plead the COUNTY’S case or provide engineering and technical assistance to the COUNTY in its pleading of the case.

Page 8 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

5.5 The CONSULTANT shall keep accurate minutes of all meetings and distribute copies to all attending. These meetings shall be set up through the COUNTY and appropriate COUNTY staff shall attend.

SECTION 6

PAYMENT GUIDELINES AND CATEGORY OF SERVICES

6.1 BASIC SERVICES

The services described and provided for under Sections 2, 3 and Exhibit A shall constitute the Basic Services to be performed by the CONSULTANT under this Agreement.

6.2 OPTIONAL SERVICES

Services noted in Exhibit A of this Agreement as “Optional” shall constitute the Optional Services to

be performed by the CONSULTANT under this Agreement. Optional Services shall be rendered by the CONSULTANT only upon written authorization by the COUNTY’s Director of Public Works, or designee.

6.3 CONTINGENCY SERVICES

When authorized in writing by the COUNTY’S Director of Public Works or designee, the

CONSULTANT shall furnish services resulting from unforeseen circumstances not anticipated under Basic Services due to minor changes in the PROJECT scope.

Compensation for any Contingency Services assignments shall be negotiated between the COUNTY

and the CONSULTANT at the time the need for services becomes known.

6.4 ADDITIONAL SERVICES When executed by the County Administrator or Board of County Commissioners as an amendment

to this Agreement, the CONSULTANT shall provide such additional services as may become necessary because of changes in the Scope of PROJECT. Additional Services shall be classified as any change beyond the Contingency Services upset limit for compensation.

6.5 INVOICING

The CONSULTANT may submit invoices for fees earned on a monthly basis. Such invoicing shall be supported by a Progress Report showing the actual tasks performed and their relationship to the percentage of fee claimed for each phase. Billings within each phase of work shall be for the percentage of work effort completed to date for that phase. The COUNTY shall make payments to the CONSULTANT for work performed in accordance with the Local Government Prompt Payment Act, Section 218.70 et. seq., F.S.

The CONSULTANT shall provide copies of supporting receipts/invoices/billing documentation. A

breakdown of man hours and billing rates shall be provided with each invoice. An hourly rate sheet is attached (Exhibit B).

Should an invoiced amount for fees earned appear to exceed the work effort believed to be

completed, the COUNTY may, prior to processing of the invoice for payment, require the CONSULTANT to submit satisfactory evidence to support the invoice.

All progress reports shall be mailed to the attention of the designated Project Manager, Public Works,

14 S. Ft. Harrison Ave, Clearwater, FL 33756.

Page 9 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SUPPLIER shall submit invoices for payment due as provided herein with such documentation as

required by Pinellas County and all payments shall be made in accordance with the requirements of Section 218.70 et. seq, Florida Statutes, “The Local Government Prompt Payment Act.” Invoices shall be submitted to the address below unless instructed otherwise on the purchase order, or if no purchase order, by the ordering department:

Finance Division Accounts Payable Pinellas County Board of County Commissioners P. O. Box 2438 Clearwater, FL 33757

Each invoice shall include, at a minimum, the Supplier’s name, contact information and the standard purchase order number. The County may dispute any payments invoiced by SUPPLIER in accordance with the County’s Dispute Resolution Process for Invoiced Payments, established in accordance with Section 218.76, Florida Statutes, and any such disputes shall be resolved in accordance with the County’s Dispute Resolution Process.

Fees for contingent or additional services authorized shall be invoiced separately, and shall be due

and payable in full upon the presentation of satisfactory evidence that the corresponding services have been performed.

SECTION 7 COMPENSATION TO THE CONSULTANT

7.1 For the BASIC SERVICES provided for in this Agreement, as defined in Section 3.10, the

COUNTY agrees to pay the CONSULTANT as follows:

A Lump Sum Fee of: Twenty-Nine Thousand Two Hundred Seventeen and 00/100 Dollars ($29,217.00) for the Task 1 – General Task Phase of the PROJECT.

A Lump Sum Fee of: Sixty Four Thousand Six Hundred Thirty-Four and 00/100 Dollars ($64,634.00) for

the Task 2 - Sidewalk Analysis Phase of the PROJECT. A Lump Sum Fee of: Twenty-five Thousand Six Hundred Sixty-Three and 50/100 Dollars ($25,663.50)

for the Task 3 – Drainage Analysis Phase of the PROJECT. A Lump Sum Fee of: Twelve Thousand Six Hundred Nineteen and 00/100 Dollars ($12,619.00) for the

Task 4 – Environmental Permitting Phase of the PROJECT. A Lump Sum Fee of: Thirteen Thousand One Hundred Four and 50/100 Dollars ($13,104.50) for the

Task 5 – Traffic Design Phase of the PROJECT A Lump Sum Fee of: Six Thousand Fifty-Four and 50/100 Dollars ($6,054.50) for the Task 6 – Utility

Coordination Phase of the PROJECT A Lump Sum Fee of: Eighty Thousand One Hundred Six and 80/100 Dollars ($80,106.80) for the Task

7 – Structural Analysis Phase of the PROJECT A Lump Sum Fee of: Thirty-Three Thousand Three Hundred Seventy-Eight and 00/100 Dollars

($33,378.00) for the Task 8 – Geotechnical Investigation Phase of the PROJECT A Lump Sum Fee of: Ten Thousand Nine Hundred Forty-Eight and 60/100 Dollars ($10,948.60) for the

Task 9 – Level 1 Contamination Screening Phase of the PROJECT A Lump Sum Fee of: Thirty-Three Thousand Five Hundred Sixty-One and 50/100 Dollars ($33,561.50)

for the Task 10 – Sidewalk Plans Phase of the PROJECT

Page 10 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

The above fees shall constitute the total not to exceed amount of Three Hundred Nine Thousand Two Hundred Eighty-Seven and 40/100 Dollars ($309,287.40) to the CONSULTANT for the performance of Basic Services. All man hours are billed per the established and agreed hourly rates. The hourly rates are fully loaded and include all labor, overhead, expenses and profit of any nature including travel within the Tampa Bay Metropolitan Statistical area. Travel outside of that area will be reimbursed in accordance with Section 112.061 F.S. 7.2 For the OPTIONAL SERVICES provided for in the Agreement, as defined in Exhibit A, the COUNTY agrees to pay the CONSULTANT as follows: Not Applicable.

7.3 For any CONTINGENCY SERVICES performed, the COUNTY agrees to pay the

CONSULTANT, a negotiated fee based on the assignment, up to a maximum amount not to exceed Thirty Thousand and 00/100 Dollars ($30,000.00) for all assignments performed.

7.4 Total agreement amount is Three Hundred Thirty-Nine Thousand Two Hundred Eighty-

Seven and 40/100 Dollars ($339,287.40). 7.5 For any ADDITIONAL SERVICES, the COUNTY agrees to pay the CONSULTANT a

negotiated total fee based on the work to be performed as detailed by a written amendment to this Agreement.

7.6 In the event that this Agreement is terminated under the provisions of this contract the total

and complete compensation due the CONSULTANT shall be as established by the COUNTY based on the COUNTY’S determination of the percentage of work effort completed to date of termination.

SECTION 8

PERFORMANCE SCHEDULE Time is of the essence in this Agreement. The CONSULTANT shall plan and execute the

performance of all services provided for in this Agreement in such manner as to ensure their proper and timely completion in accordance with the following schedule:

8.1 The services to be rendered by the CONSULTANT shall be commenced upon receipt from

the COUNTY of written “NOTICE TO PROCEED.”

8.2 All project phases shall be completed on or before the milestone dates provided in the COUNTY approved PROJECT design schedule referenced in Exhibit A.

8.3 The CONSULTANT shall not be held responsible for delays in the completion of the

PROJECT design when the COUNTY causes such delays. The COUNTY reviews related to the above submittals shall not exceed thirty (30) days.

SECTION 9 AUTHORIZATION FOR CONTINGENT OR ADDITIONAL SERVICES

9.1 The CONTINGENCY services provided for under this Agreement shall be performed only

upon prior written authorization from the Director of Public Works or designee. 9.2 The ADDITIONAL services provided for under this Agreement shall be performed only

upon approval of the County Administrator or Board of County Commissioners. 9.3 The CONSULTANT shall perform no services contemplated to merit compensation beyond

that provided for in this Agreement unless such services, and compensation therefore, shall be provided for by appropriate written authorization or amendment(s) to this Agreement.

Page 11 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SECTION 10 FIRMS AND INDIVIDUALS PROVIDING SUBCONSULTING SERVICES

The COUNTY reserves the right to review the qualifications of any and all subconsultants, and to

reject any subconsultant in a proper and timely manner, deemed not qualified to perform the services for which it shall have been engaged. Any subconsultant not listed as part of the prime consultants team at time of award must be approved by the Director of Purchasing prior to performing any service.

SECTION 11

SATISFACTORY PERFORMANCE All services to be provided by the CONSULTANT under the provisions of this Agreement, including

services to be provided by subcontractors, shall be performed to the reasonable satisfaction of the COUNTY’S Director of Public Works or designee.

SECTION 12

RESOLUTION OF DISAGREEMENTS 12.1 The COUNTY shall reasonably decide all questions and disputes, of any nature

whatsoever, that may arise in the execution and fulfillment of the services provided for under this Agreement.

12.2 The decision of the COUNTY upon all claims, questions, disputes and conflicts shall be

final and conclusive, and shall be binding upon all parties to this Agreement, subject to judicial review.

SECTION 13 CONSULTANT’S ACCOUNTING RECORDS

13.1 Records of expenses pertaining to all services performed shall be kept in accordance with

generally accepted accounting principles and procedures. 13.2 The CONSULTANT’S records shall be open to inspection and subject to examination,

audit, and/or reproduction during normal working hours by the COUNTY’S agent or authorized representative to the extent necessary to adequately permit evaluation and verification of any invoices, payments or claims submitted by the CONSULTANT or any of his payees pursuant to the execution of the Agreement. These records shall include, but not be limited to, accounting records, written policies and procedures, subcontractor files (including proposals of successful and unsuccessful bidders), original estimates, estimating worksheets, correspondence, change order files (including documentation covering negotiated settlements), and any other supporting evidence necessary to substantiate charges related to this Agreement. They shall also include, but not be limited to, those records necessary to evaluate and verify direct and indirect costs (including overhead allocations) as they may apply to costs associated with this Agreement. The COUNTY shall not audit payroll and expense records on task assignments paid by lump sum fee.

13.3 For the purpose of such audits, inspections, examinations and evaluations, the COUNTY’S

agent or authorized representative shall have access to said records from the effective date of the Agreement, for the duration of work, and until three (3) years after the date of final payment by the COUNTY to the CONSULTANT pursuant to this Agreement.

13.4 The COUNTY’S agent or authorized representative shall have access to the

CONSULTANT’S facilities and all necessary records in order to conduct audits in compliance with this Section. The COUNTY’S agent or authorized representative shall give the CONSULTANT reasonable advance notice of intended inspections, examinations, and/or audits.

Page 12 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SECTION 14 OWNERSHIP OF PROJECT DOCUMENTS

Upon completion or termination of this Agreement, all records, documents, tracings, plans,

specifications, maps, evaluations, reports and other technical data, other than working papers, prepared or developed by the CONSULTANT under this Agreement shall be delivered to and become the property of the COUNTY. The CONSULTANT, at its own expense, may retain copies for its files and internal use. The COUNTY shall not reuse any design plans or specifications to construct another project at the same or a different location without the CONSULTANT’S specific written verification, adaptation or approval.

SECTION 15

INSURANCE COVERAGE AND INDEMNIFICATION 15.1 The Contractor must maintain insurance in at least the amounts required in the Request

for Proposal throughout the term of this contract. The contractor must provide a Certificate of Insurance in accordance with Insurance Requirements of the Request for Proposal, evidencing such coverage prior to issuance of a purchase order or commencement of any work under this Contract. See Section C Insurance Requirements – Attached

15.2 If the CONSULTANT is an individual or entity licensed by the state of Florida who holds a

current certificate of registration under Chapter 481, Florida Statutes, to practice architecture or landscape architecture, under Chapter 472, Florida Statutes, to practice land surveying and mapping, or under Chapter 471, Florida Statutes, to practice engineering, and who enters into a written agreement with the COUNTY relating to the planning, design, construction, administration, study, evaluation, consulting, or other professional and technical support services furnished in connection with any actual or proposed construction, improvement, alteration, repair, maintenance, operation, management, relocation, demolition, excavation, or other facility, land, air, water, or utility development or improvement, the CONSULTANT will indemnify and hold harmless the COUNTY, and its officers and employees, from liabilities, damages, losses, and costs, including, but not limited to, reasonable attorneys' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the CONSULTANT and other persons employed or utilized by the CONSULTANT in the performance of the Agreement.

SECTION 16

EQUAL EMPLOYMENT OPPORTUNITY CLAUSE FOR CONTRACTS NOT SUBJECT TO EXECUTIVE ORDER 11246

In carrying out the contract, the CONSULTANT shall not discriminate against employee or applicant

for employment because of race, color, religion, sex or national origin.

SECTION 17 INDEPENDENT CONTRACTOR STATUS AND COMPLIANCE WITH THE

IMMIGRATION REFORM AND CONTROL ACT OF 1986 CONSULTANT acknowledges that it is functioning as an independent contractor in performing under

the terms of this Agreement, and it is not acting as an employee of COUNTY. CONSULTANT acknowledges that it is responsible for complying with the provisions of the Immigration Reform and Control Act of 1986, located at 8 U.S.C. Section 1324, et seq., and regulations relating thereto. Failure to comply with the above provisions of this contract shall be considered a material breach and shall be grounds for immediate termination of the contract.

SECTION 18

PROHIBITION AGAINST CONTINGENT FEE The CONSULTANT warrants that he has not employed or retained any company or person, other

than a bona fide employee working solely for the CONSULTANT to solicit or secure this Agreement, and that he has not paid or agreed to pay any person, company, corporation, individual, or firm other than a bona fide employee working solely for the CONSULTANT, any fee, commission, percentage, gift or any other consideration, contingent upon or resulting from the award or making of this Agreement.

Page 13 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SECTION 19

TRUTH IN NEGOTIATIONS By execution of this Agreement, the CONSULTANT certifies to truth-in-negotiations and that wage

rates and other factual unit costs supporting the compensation are accurate, complete and current at the time of contracting. Further, the original contract amount and any additions thereto shall be adjusted to exclude any significant sums where the COUNTY determines the contract price was increased due to inaccurate, incomplete or non-current wage rates and other factual unit costs. Such adjustments must be made within one (1) year following the end of the contract.

SECTION 20

SUCCESSORS AND ASSIGNS The CONSULTANT shall not assign, sublet, or transfer his interest in this Agreement without the

written consent of the COUNTY.

SECTION 21 INTEREST ON JUDGMENTS

In the event of any disputes between the parties to this Agreement, including without limitation

thereto, their assignees and/or assigns, arising out of or relating in any way to this Agreement, which results in litigation and a subsequent judgment, award or decree against either party, it is agreed that any entitlement to post judgment interest, to either party and/or their attorneys, shall be fixed by the proper court at the rate of five percent (5%), per annum, simple interest. Under no circumstances shall either party be entitled to pre-judgment interest. The parties expressly acknowledge and, to the extent allowed by law, hereby opt out of any provision of federal or state statute not in agreement with this paragraph.

SECTION 22

TERMINATION OF AGREEMENT 22.1 The COUNTY reserves the right to cancel this Agreement, without cause, by giving thirty

(30) days prior written notice to the CONSULTANT of the intention to cancel. Failure of the CONSULTANT to fulfill or abide by any of the terms or conditions specified shall be considered a material breach of contract and shall be cause for immediate termination of the contract at the discretion of COUNTY. Alternatively, at the COUNTY’S discretion, the COUNTY may provide to CONSULTANT thirty (30) days to cure the breach. Where notice of breach and opportunity to cure is given, and CONSULTANT fails to cure the breach within the time provided for cure, COUNTY reserves the right to treat the notice of breach as notice of intent to cancel the Agreement for convenience.

22.2 If COUNTY terminates the Agreement for convenience, other than where the

CONSULTANT breaches the Agreement, the CONSULTANT’S recovery against the COUNTY shall be limited to that portion of the CONSULTANT’S compensation earned through date of termination, together with any costs reasonably incurred by the CONSULTANT that are directly attributable to the termination. The CONSULTANT shall not be entitled to any further recovery against the COUNTY, including but not limited to anticipated fees or profit on work not required to be performed.

22.3 Upon termination, the CONSULTANT shall deliver to the COUNTY all original papers,

records, documents, drawings, models, and other material set forth and described in this Agreement. 22.4 In the event that conditions arise, such as lack of available funds, which in the COUNTY’S

opinion make it advisable and in the public interest to terminate this Agreement, it may do so upon written notice.

Page 14 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SECTION 23

AGREEMENT TERM This Agreement will become effective on the date of execution first written above and shall remain

in effect for thirty-six (36) consecutive calendar months from the commencement date on the Notice to Proceed) unless terminated at an earlier date under other provisions of this Agreement, or unless extended for a longer term by amendment.

SECTION 24

CONFLICT OF INTEREST 24.1 By accepting award of this Contract, the CONSULTANT, which shall include its directors,

officers and employees, represents that it presently has no interest in and shall acquire no interest in any business or activity which would conflict in any manner with the performance of services required hereunder, including as described in the CONSULTANT’S own professional ethical requirements. An interest in a business or activity which shall be deemed a conflict includes but is not limited to direct financial interest in any of the material and equipment manufacturers suppliers, distributors, or contractors who will be eligible to supply material and equipment for the PROJECT for which the CONSULTANT is furnishing its services required hereunder.

24.2 If, in the sole discretion of the County Administrator or designee, a conflict of interest is

deemed to exist or arise during the term of the contract, the County Administrator or designee may cancel this contract, effective upon the date so stated in the Written Notice of Cancellation, without penalty to the COUNTY.

SECTION 25 ENTIRE AGREEMENT

This Agreement represents, together with all Exhibits and Appendices, the entire written Agreement

between the COUNTY and the CONSULTANT and may be amended only by written instrument signed by both the COUNTY and the CONSULTANT.

SECTION 26

PUBLIC ENTITY CRIMES CONSULTANT is directed to the Florida Public Entity Crime Act, Fla. Stat. 287.133, and Fla. Stat.

287.135 regarding Scrutinized Companies, and CONSULTANT agrees that its bid and, if awarded, its performance of the agreement will comply with all applicable laws including those referenced herein. CONSULTANT represents and certifies that CONSULTANT is and will at all times remain eligible to bid for and perform the services subject to the requirements of these, and other applicable, laws. CONSULTANT agrees that any contract awarded to CONSULTANT will be subject to termination by the County if CONSULTANT fails to comply or to maintain such compliance.

SECTION 27

PUBLIC RECORDS Contractor acknowledges that information and data it manages as part of the services may be public

records in accordance with Chapter 119, Florida Statutes and Pinellas County public records policies. Contractor agrees that prior to providing services it will implement policies and procedures to maintain, produce, secure, and retain public records in accordance with applicable laws, regulations, and County policies, including but not limited to the Section 119.0701, Florida Statutes. Notwithstanding any other provision of this Agreement relating to compensation, the Contractor agrees to charge the County, and/or any third parties requesting public records only such fees allowed by Section 119.07, Florida Statutes, and County policy for locating and producing public records during the term of this Agreement.

Page 15 of 16 Revised 06-2012 (01-2015)

156-0110-NC (SS)

SECTION 28

GOVERNING LAW AND AGREEMENT EXECUTION

This Agreement shall be governed by the laws of the State of Florida.

IN WITNESS WHEREOF, the parties herein have executed this Agreement as of the day and year first written above.

Firm Name: Cumbey and Fair, Inc.

ATTEST:

Revised 06-2012 (01-2015)

PINELLAS COUNTY, by and through its County Administrator

Name

APPROVAL AS TO FORM:

By:

Office of the County Attorney

Page 16 of 16

Date:

Mark S. Woodard

atykb60

AATF

admdd02

Mark Woodard full signature clear

admdd02

Typewritten Text

May 2, 2017

Appendix 1 Terms for Federal Aid Contracts / Florida Department of Transportation

Page 1 of 5

TERMS FOR FEDERAL AID CONTRACTS (APPENDIX I):

The following terms apply to all contracts in which involve the expenditure of federal funds:

A. It is understood and agreed that all rights of the County and the Florida Department of Transportation relating to inspection, review, approval, patents, copyrights, and audit of the work, tracing, plans, specifications, maps, data, and cost records relating to this Agreement shall also be reserved and held by authorized representatives of the United States of America.

B. It is understood and agreed that, in order to permit federal participation, no supplemental agreement of any nature may be

entered into by the parties hereto with regard to the work to be performed hereunder without the approval of the U.S. Department of Transportation, anything to the contrary in this Agreement not withstanding.

C. Compliance with Regulations: The Consultant shall comply with the Regulations of the U.S. Department of Transportation

Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this Agreement.

D. Nondiscrimination: The Consultant, with regard to the work performed during the Agreement, shall not discriminate on the

basis of race, color, national origin, sex, age, disability, religion or family status in the selection and retention of subcontractors, including procurements of material and leases of equipment. The Consultant will not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the Agreement covers a program set forth in Appendix B of the Regulations.

E. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations made by the

Consultant, either by competitive bidding or negotiation for work to be performed under a subcontract, including procurements of materials and leases of equipment, each potential subcontractor or supplier shall be notified by the Consultant of the Consultant's obligations under this Agreement and the Regulations relative to nondiscrimination on the basis of race, color, national origin, sex, age, disability, religion or family status.

F. Information and Reports: The Consultant will provide all information and reports required by the Regulations, or directives issued pursuant thereto, and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the County, Florida Department of Transportation, Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or Federal Motor Carrier Safety Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of the Consultant is in the exclusive possession of another who fails or refuses to furnish this information, the Consultant shall so certify to the Florida Department of Transportation, Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administrationas appropriate, and shall set forth what efforts it has made to obtain the information.

G. Sanctions for Noncompliance: In the event of the Consultant's noncompliance with the nondiscrimination provisions of this Agreement, the Florida Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or Federal Motor Carrier Safety Administration may determine to be appropriate, including, but not limited to,

1. withholding of payments to the Consultant under the Agreement until the Consultant complies and/or

2. cancellation, termination or suspension of the Agreement, in whole or in part.

H. Incorporation or Provisions: The Consultant will include the provisions of Paragraph C through H in every subcontract, including procurements of materials and leases of equipment unless exempt by the Regulations, order, or instructions issued pursuant thereto. The Consultant will take such action with respect to any subcontract or procurement as the County, Florida Department of Transportation, Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administration may direct as a means of enforcing such provisions, including sanctions for noncompliance. In the event a Consultant becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the Consultant may request the Florida Department of Transportation to enter into such litigation to protect the interests of the Florida Department of Transportation, and, in addition, the Consultant may request the United States to enter into such litigation to protect the interests of the United States.

I. Compliance with Nondiscrimination Statutes and Authorities: Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et

seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21; The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of


Page 2 of 5

1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 -- 12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; The Federal Aviation Administration’s Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures non-discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).

J. Interest of Members of Congress: No member of or delegate to the Congress of the United States will be admitted to any share or part of this contract or to any benefit arising therefrom.

K. Interest of Public Officials: No member, officer, or employee of the public body or of a local public body during his tenure or for one year thereafter shall have any interest, direct or indirect, in this Agreement or the proceeds thereof. For purposes of this provision, public body shall include municipalities and other political subdivisions of States; and public corporations, boards, and commissions established under the laws of any State.

L. Participation by Disadvantaged Business Enterprises: The Consultant shall agree to abide by the following statement from 49 CFR 26.13(b). This statement shall be included in all subsequent agreements between the Consultant and any subconsultant or contractor. The Consultant, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Agreement. The Consultant shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Consultant to carry out these requirements is a material breach of this Agreement, which may result in termination of this Agreement or other such remedy as the recipient deems appropriate.

M. It is mutually understood and agreed that the willful falsification, distortion or misrepresentation with respect to any facts related to the project(s) described in this Agreement is a violation of the Federal Law. Accordingly, United States Code, Title 18, Section 1020, is hereby incorporated by reference and made a part of this Agreement.

N. It is understood and agreed that if the Consultant at any time learns that the certification it provided the Florida Department of Transportation in compliance with 49 CFR, Section 26.51, was erroneous when submitted or has become erroneous by reason of changed circumstances, the Consultant shall provide immediate written notice to the Florida Department of Transportation. It is further agreed that the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transaction" as set forth in 49 CFR, Section 29.510, shall be included by the Consultant in all lower tier covered transactions and in all aforementioned federal regulation.

O. The County hereby certifies that neither the Consultant nor the Consultant's representative has been required by the

Florida Department of Transportation, directly or indirectly as an express or implied condition in connection with obtaining or carrying out this Agreement, to

1. employ or retain, or agree to employ or retain, any firm or person, or 2. pay, or agree to pay, to any firm, person, or organization, any fee, contribution, donation, or consideration of any

kind; The County further acknowledges that this Agreement will be furnished to a federal agency, in connection with this Agreement involving participation of Federal-Aid funds, and is subject to applicable State and Federal Laws, both criminal and civil.

P. The Consultant hereby certifies that it has not: 1. employed or retained for a commission, percentage, brokerage, contingent fee, or other consideration, any firm or

person (other than a bona fide employee working solely for the above Consultant) to solicit or secure this Agreement;

2. agreed, as an express or implied condition for obtaining this Agreement, to employ or retain the services of any firm

or person in connection with carrying out this Agreement; or 3. paid, or agreed to pay, to any firm, organization or person (other than a bona fide employee working solely for the

above Consultant) any fee contribution, donation, or consideration of any kind for, or in connection with, procuring or carrying out the Agreement.


Page 3 of 5

The consultant further acknowledges that this Agreement will be furnished to the State of Florida Department of Transportation and a federal agency in connection with this Agreement involving participation of Federal-Aid funds, and is subject to applicable State and Federal Laws, both criminal and civil.

DBE: The Consultant shall comply with Florida Department of Transportation’s DBE Program Plan unless the County or the Consultant has a DBE Program Plan approved by the USDOT. The Florida Department of Transportation currently has a race neutral program with a 9.91% Goal. A DBE preference is not permitted. Use DBEs certified under the Florida Unified Certification Program Directory: http://www.dot.state.fl.us/equalopportunityoffice/dbecertification.shtm E- VERIFY: The Consultant shall utilize the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of all new employees hired by the Consultant during the term of this Agreement; and shall expressly require any subconsultants performing work or providing services pursuant to the Agreement to likewise utilize the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of all new employees hired by the subconsultant during the term of the Agreement. EEO: It is the policy of this Consultant to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, age, disability, or national origin. Such action shall include: employment upgrading, demotion, or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the-job training. LOCAL, STATE, AND FEDERAL COMPLIANCE REQUIREMENTS: The laws of the State of Florida apply to any purchase made under this Request for Proposal. Proposers shall comply with all local, state, and federal directives, orders and laws as applicable to this proposal and subsequent contract(s) including but not limited to Americans with Disabilities Act (ADA), Section 504 of the Rehabilitation Act of 1973, Equal Employment Opportunity (EEO), Minority Business Enterprise/Disadvantages Business Enterprise (MBE/DBE), and OSHA as applicable to this contract. SECTION 27 OF AGREEMENT, PUBLIC RECORDS shall be amended to include the following: The Consultant shall allow public access to all documents, papers, letters, or other material subject to the provisions of Chapter 119, Florida Statutes, and made or received by the Consultant in conjunction with this Agreement. Specifically, if the Consultant is acting on behalf of a public agency the Consultant shall: (1) Keep and maintain public records that ordinarily and necessarily would be required by the Department in order to perform the services being performed by the Consultant. (2) Provide the public with access to public records on the same terms and conditions that the Department would provide the records and at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law. (4) Meet all requirements for retaining public records and transfer, at no cost, to the Department all public records in possession of the Consultant upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the Florida Department of Transportation in a format that is compatible with the information technology systems of the Florida Department of Transportation. Failure by the Consultant to grant such public access shall be grounds for immediate unilateral cancellation of this Agreement by the Florida Department of Transportation. The Consultant shall promptly provide the Florida Department of Transportation with a copy of any request to inspect or copy public records in possession of the Consultant and shall promptly provide the Florida Department of Transportation a copy of the Consultant's response to each such request. CONSULTANT EVALUATION: All consultants and CIP contractors under contract with the County will be evaluated and the Purchasing Department will maintain the corresponding grades. These evaluations will assist the County in determining the consultant’s suitability for future selections and/or prequalification status. The requesting or managing department is responsible for assigning the consultant’s performance grade for each project. The departmental project manager shall forward the completed evaluation to the Purchasing Department. The Purchasing Department will send the evaluation to the consultant/ contractor. If the consultant/contractor disagrees with the summary, they shall have seven (7) work days from the mailing date of the evaluation(s) to rebut the evaluation. A letter must be sent to the Purchasing Department outlining the points of disagreement. The Purchasing Department will review the evaluation with the requisitioning Department Director and a finding will be sent to the consultant/contractor either upholding or revising the evaluation(s). If the consultant/contractor does not dispute the evaluation(s) within the seven (7) day period, the evaluation(s) will be deemed acknowledged and grades therein used accordingly. The results of the completed evaluation(s) will be maintained by the Purchasing Department and may be used to determine the firm’s responsibility on future projects or pre-qualification status.

http://www.dot.state.fl.us/equalopportunityoffice/dbecertification.shtm


Page 4 of 5

APPENDICES A and E Revised 01/2015 During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the “Contractor”) agrees as follows: (1.) Compliance with Regulations: The Contractor shall comply with the Regulations relative to nondiscrimination in Federally-assisted programs of the U.S. Department of Transportation (hereinafter, “USDOT”) Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this Agreement. (2.) Nondiscrimination: The Contractor, with regard to the work performed during the contract, shall not discriminate on the basis of race, color, national origin, sex, age, disability, religion or family status in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. (3.) Solicitations for Subcontractors, including Procurements of Materials and Equipment: In all solicitations made by the Contractor, either by competitive bidding or negotiation for work to be performed under a subcontract, including procurements of materials or leases of equipment; each potential subcontractor or supplier shall be notified by the Contractor of the Contractor’s obligations under this contract and the Regulations relative to nondiscrimination on the basis of race, color, national origin, sex, age, disability, religion or family status. (4.) Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Florida Department of Transportation, the Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information the Contractor shall so certify to the Florida Department of Transportation, the Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administration as appropriate, and shall set forth what efforts it has made to obtain the information. (5.) Sanctions for Noncompliance: In the event of the Contractor’s noncompliance with the nondiscrimination provisions of this contract, the Florida Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration, Federal Transit Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administration may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the contract until the Contractor complies, and/or b. cancellation, termination or suspension of the contract, in whole or in part. (6.) Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (7) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as the Florida Department of Transportation, the Federal Highway Administration, Federal Transit


Page 5 of 5

Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. In the event a Contractor becomes involved in, or is threatened with, litigation with a sub-contractor or supplier as a result of such direction, the Contractor may request the Florida Department of Transportation to enter into such litigation to protect the interests of the Florida Department of Transportation, and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. (7.) Compliance with Nondiscrimination Statutes and Authorities: Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21; The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 -- 12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; The Federal Aviation Administration’s Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures non-discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION - LOWER TIER

COVERED TRANSACTIONS FOR FEDERAL AI D CONTRACTS

(Compliance with 49 CFR, Section 29.511) (Appendix B Certification]

375-030-32 PROCUREMENT

03/15

It is certified that neither the below identified firm nor its principals are presently suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency.

Date: 3/29/2016

Instructions for Certification

1. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below.

2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment.

3. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances.

4. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations .

5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended , declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the Department or agency with which this transaction originated.

6. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions.

7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart 9.4, debarred , suspended, ineligible, or voluntarily excluded from covered transactions, unless it knows that the certification is erroneous . A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the List of Parties Excluded from Federal Procurement and Nonprocurement Programs.

8. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred , ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which the transaction originated may pursue available remedies, including suspension and/or debarment.

CERTIFICATION FOR DISCLOSURE OF LOBBYING ACTIVITIES ON FEDERAL-AID CONTRACTS

(Compliance with 49CFR, Section 20.100 (b))


10/01

The prospective participant certifies, by signing this certification, that to the best of his or her knowledge and belief:

(1) No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer of employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement.

(2) If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities", in accordance with its instructions. (Standard Form-LLL can be obtained from the Florida Department of Transportation's Professional Services Administrator or Procurement Office.)

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

Cumbey & Fair, Inc.

Date: 3/29/2016 Authorized Signature

President


CONFLICT OF INTEREST CERTIFICATION FOR CONSUL TANT/CONTRACTOR


01/12

I certify that I have no present conflict of interest, that I have no knowledge of any conflict of interest that my firm may have, and that I will recuse myself from any capacity of decision making, approval, disapproval, or recommendation on any. contract if I have a conflict of interest or a potential conflict of interest.

Consultants/Contractors are expected to safeguard their ability to make objective, fair, and impartial decisions when performing work for the Department, and therefore may not accept benefits of any sort under circumstances in which it could be inferred by a reasonable observer that the benefit was intended to influence a pending or future decision of theirs, or to reward a past decision. Consultants performing work for the Department should avoid any conduct (whether in the context of business, financial, or social relationships) which might undermine the public trust, whether or not that conduct is unethical or lends itself to the appearance of ethical impropriety.

I realize that violation of the above mentioned standards could result in the termination of my work for the Department.

Contract No./Project Description(s): 156-0110-NC Hercules Ave. SW - Sidewalk Improvements Phase-II

Financial Project Number(s): 424564-7-38-01 --------------------------------

Each undersigned individual hereby attests that he/she has no conflicts of interest related to the contract(s) identified above.

Printed Names

Timothy E. Bourne, PE

Date

3/29/2016


TRUTH IN NEGOTIATION CERTIFICATION 375-030-30

PROCUREMENT 05/14

Pursuant to Section 287.055(5)(a), Florida Statutes, for any lump-sum or cost-plus-a-fixed fee professional services contract over the threshold amount provided in Section 287.017, Florida Statutes for CATEGORY FOUR, the Department of Transportation (Department) requires the Consultant to execute this certificate and include it with the submittal of the Technical Proposal, or as prescribed in the contract advertisement.

The Consultant hereby certifies, covenants, and warrants that wage rates and other factual unit costs supporting the compensation for this project's agreement are accurate, complete, and current at the time of contracting.

The Consultant further agrees that the original agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the Department determines the agreement price was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. All such agreement adjustments shall be made within (1) year following the end of the contract. For purposes of this certificate, the end of the agreement shall be deemed to be the date of final billing or acceptance of the work by the Department, whichever is later.

Name of Consultant

~,-/3-11 Date

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 375-030-34 PROCUREMENT

04/14 DISCLOSURE OF LOBBYING ACTIVITIES

1. Type of Federal Action: 2. Status of Federal Action : 3. Report Type: a. contract a. bid/offer/application a. initial filing b. grant b. initial award c. cooperative agreement c. post-award d. loan e. loan guarantee f. loan insurance

4. Name and Address of Reporting Entity: D Prime D Subawardee

Tier , if known:

Con ressional District, if known: 4c 6. Federal Department/Agency:

10. a. Name and Addre (if individual, last

11. Information requested through thi~ form is authorized by title 31 U.S.C section 1352. This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Federal Use Only:

b. material change For Material Change Only:

Year: Quarter: _ __ _ Date of last report: _____ _ (mm/dd/yyyy)

in No. 4 is a Subawardee, Enter Name and

am Name/Description:

b. In ividuals Performing Services (including address if diff, rent from No. 10a) (las name, first name, Ml):

Signature:--------------------

Print Name:--------------------

Title: ---------------------

Telephone No. : _____ Date (mm/dd/yyyy): ___ _

Authorized for Local Reproduction Standard Form LLL (Rev. 7-97)


DRUG-FREE WORKPLACE PROGRAM CERTIFICATION 375-040-18

PROCUREMENT 06/12

287.087 Preference to businesses with drug-free workplace programs. --Whenever two or more bids, proposals, or replies that are equal with respect to price, quality, and service are received by the state or by any political subdivision for the procurement of commodities or contractual services, a bid, proposal, or reply received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. In order to have a drugfree workplace program, a business shall:

(1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition .

(2) Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations.

(3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1 ).

(4) In the statement specified in subsection (1 ), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state , for a violation occurring in the workplace no later than 5 days after such conviction.

(5) Impose a sanction on , or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community by, any employee who is so convicted.

(6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section.

Does the individual responding to this solicitation certify that their firm has implemented a drug-free workplace program in accordance with the provision of Section 287.087, Florida Statutes, as stated above?

¢ves

ONO

NAME OF BUSINESS:

Exhibit A

SCOPE OF SERVICES

ENGINEERING CONSULTING SERVICES Contract No. 156-0110-NC

(BASE CONSULTANT AGREEMENT)

Design Services for

Hercules Avenue LAP ADA Sidewalk Improvements Phase II from

Sherwood Street to Sunset Point Road

County PID: 002686A FPID: 424564-7-58-01

Prepared for:

Pinellas County

Public Works Transportation Engineering Section 14 S. Fort Harrison Avenue

Clearwater, FL 33756

Prepared by:

Cumbey and Fair, Inc. 2463 Enterprise Road Clearwater, FL 33763

March 27, 2017

1

TABLE OF CONTENTS

TABLE OF CONTENTS ............................................................................................................. 2

I. PROJECT TITLE ................................................................................................................. 3

II. OBJECTIVE ......................................................................................................................... 3

III. PROJECT DESCRIPTION ................................................................................................. 3

IV. PROJECT SCOPE OF WORK ........................................................................................... 3

V. COMPENSATION ............................................................................................................ 13

VI. SCHEDULE ....................................................................................................................... 14

VII. INVOICES & PROGRESS REPORTS .......................................................................... 15

2

SCOPE OF SERVICES FOR ENGINEERING CONSULTING SERVICES

This Exhibit forms an integral part of the agreement between Pinellas County (hereinafter referred to as the COUNTY) and Cumbey & Fair, Inc., (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

I. PROJECT TITLE Professional Engineering Services for Hercules Avenue from Sherwood Street to Sunset Point Road Sidewalk improvements.

II. OBJECTIVE The overall objective of this document is to describe the scope of work and responsibilities of the CONSULTANT for developing plans and specifications and performing all other professional engineering work along Hercules Avenue from Sherwood Street to Sunset Point Road in Pinellas County, Florida.

III. PROJECT DESCRIPTION The project consists of Americans with Disability Act (ADA) compliant sidewalks, ramps, reworking roadside ditches and driveways on both sides of road and incidental work along Hercules Avenue from Sherwood Street to Sunset Point Road in Pinellas County, Florida. The project is approximately 0.60 miles in length.

IV. PROJECT SCOPE OF WORK Pinellas County is seeking the professional services of an engineering consultant to design; prepare plans; acquire permits; develop construction specifications; and provide engineering services for the construction of ADA compliant sidewalks, ramps and driveways along both sides of the roadway. The sidewalks will be 6” thick with welded wire fabric in locations of driveways and areas where utility/maintenance vehicles may access the project limits. In locations where the sidewalk is isolated from vehicular traffic a 4” thick sidewalk will be considered. Drainage Improvements required to accommodate sidewalk construction must be designed in accordance with Pinellas County Ordinances and Southwest Florida Water Management District (SWFWMD) regulations for design storm events. All required permits must be obtained by the engineering CONSULTANT. Plans must be prepared in accordance with AutoCAD Civil 3D Pinellas County Kit Requirements.

a) Required Deliverables • AutoCAD Civil 3D file (eTransmit) of construction plans and for each

transmittal phase. The plans must be provided electronically, plus two (2) paper prints signed and sealed by a Professional Engineer certified in the State of Florida.

• All technical specifications required for construction of project.

3

Task 1: GENERAL TASKS Specifications Package Preparation: The CONSULTANT must assist the COUNTY in preparation of a complete specifications package. The CONSULTANT must provide all applicable Technical Special Provisions and review of all required COUNTY and the Florida Department of Transportation (FDOT) supplemental specifications for all items and areas of work. The CONSULTANT must utilize the appropriate COUNTY and FDOT Local Agency Program (LAP) approved pay item structure.

Railroad & Transit Coordination: This task involves coordination with the on-going COUNTY’s PID 00413A Hercules Avenue Railroad Crossing project. The 00413A railroad crossing project consists of new railroad crossing at Hercules Avenue and new sidewalk crossings, curb and gutter, driveways and transit facilities. We will coordinate the sidewalk and transit facilities to eliminate rework and provide continuous sidewalks throughout the project limits as per the COUNTY’s requirements. The CONSULTANT may be asked to provide sketches, meeting minutes and emails as part of the coordination process. Project Meetings: The CONSULTANT must attend six (6) Monthly progress meetings (assumed 8 month schedule). The CONSULTANT must provide meeting minutes for review and approval to the COUNTY. Public Meeting Preparations: Includes coordination and preparation of a roll plot with design overlay created for public open house meeting. A frequently Asked questions handout will be created and used at the open house. Other activities may include coordination and review of materials such as: meeting notification mailing (assemble and mail); newspaper display ad; meeting exhibits; sign-in sheet; comment form; flyer preparation; fact sheet; site selection and development of meeting layout. Public Meeting Attendance/Follow-up: Task includes set-up, attendance at the public meeting and preparation of a meeting summary. The summary scrapbook includes a copy of all slides, boards, handouts, completed sign-in sheets and completed comment forms. At least two participants will be required at meetings. Right-of-Entry Coordination: This task involves the preparation of sketches to be approved by the County’s Real Estate Division and sent to property owners along the project, modification of the letter for each property owner receiving the letter, and a sketch of the proposed driveway modification(s) for each affected property. Effort includes submittal of the letters to County for review as well as revisions. Bidability and Constructability Review: The CONSULTANT must provide a Peer Review as follows:

1. Perform a constructability review as part of the 60% Plans review. This process must include providing clear decisions and directions and documentation of all decisions, assumptions and recommendations. 2. Perform a bidability review as part of the 100% Plans review. This process must include providing clear decisions and directions and documentation of all decisions, assumptions and recommendations.

4

Task 2: SIDEWALK ANALYSIS Horizontal/Vertical Master Design Files: The CONSULTANT must design the geometrics using the design standards that give proper consideration to the adjacent land use, design consistency and driver expectancy, aesthetics, pedestrian and bicycle concerns, ADA requirements, elder road user policy, and scope of work. At a minimum, the Florida Greenbook Standards (2013) must be met.

15% Line and Grade: The CONSULTANT must develop and provide to the COUNTY a “15%” line and grade submittal for review and approval prior to proceeding with a 60% design and plans. The submittal must include a continuous roll of plan and profile views. The horizontal alignment or plan portion must include as a minimum: typical section, entire mainline baseline and or centerline of construction with the proposed sidewalks, existing topography, drainage and flow direction arrows, existing and proposed right-of-way limits; begin and end transitions, begin and end project limits, geometric parameters and preliminary drainage calculations for any modifications to existing conveyance ditches. Plan scale should be 1”=100’ for rural facilities. The vertical alignment or profile grade must also be plotted on this roll in the profile portion (lower half of sheet). The proposed profile must indicate respective geometric controls such as length of vertical curves, vertical points of intersections, and percent grades. Existing ground line must also be shown as a reference in the profile portion. The profile stationing must depict formats with beginning and ending stations with intermediate tick marks matched with the plan portion along the alignment, or as close as possible in curved alignments. Profile scale should be the same as is for horizontal but 10% of the horizontal assigned for vertical. (e.g. Plan 1”=100’; Profile 1”=100’ Horizontal and 1”=10’Vertical). The profile portion must also indicate drainage basin(s) delimited by station call-outs just above the profile. Cross drain(s) and or Design High Water(s) must be shown in the profile portion as well. The submittal must also include a summary of design criteria used to establish the horizontal and vertical alignments. Examples of such parameters include but are not limited to: intersection sight distance; design speed; design vehicle; stopping sight distance; decision sight distance; length of horizontal and vertical curves; etc. Any anticipated design variations and/or design exceptions should also be listed.

Cross Section Design Files: The CONSULTANT must establish and develop cross sections design files in accordance with the COUNTY Civil 3D CADD manual and FDOT Plans Preparation manual. Assume sections every 50 ft. for earthwork.

Traffic Control Analysis: The CONSULTANT must design a safe and effective Traffic Control Plan to move vehicular and pedestrian traffic during all phases of construction. The design must include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations. Special consideration must be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times.

Design Report: The CONSULTANT must develop project specific design criteria which must be included in the design report. The CONSULTANT must evaluate the approved sidewalk geometrics approved by the COUNTY at the (Line and Grade) for the purpose of estimating design and construction needs based on initial observations. The CONSULTANT must recommend to the COUNTY, either correction of any deficiencies, or obtaining the appropriate design variation or

5

exceptions.

The CONSULTANT must submit a request for variance for design criteria not conforming to the minimum Florida Greenbook requirements.

The CONSULTANT must submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans.

The design notes, data and computations must be recorded on size 8-1/2”-11” sheets, fully titled, numbered, dated, indexed and signed by the designer and the checker. Computer output forms and other oversized sheets must be folded to 8-1/2”x11” size. The data must be in a hardback folder for submittal to the COUNTY.

Engineer’s Estimate & Quantities: The CONSULTANT must prepare an estimate of probable construction costs for the design. The CONSULTANT must utilize existing cost data available from the COUNTY and FDOT Construction Contract History as applicable.

The CONSULTANT must prepare bid quantities that include all bid items, which comprise the project design. Bid items must include reference to applicable COUNTY and FDOT Measurement and Payment items. Bid proposal sheets to be included in the contract documents must be prepared by the COUNTY based on the CONSULTANT’S quantities. Preliminary bid quantities must be submitted with the conceptual and 60% design review submittals. Final bid quantities must be submitted with the 100% design review submittal. Preliminary opinion of probable construction costs must be submitted with the 60% design review submittal. Final construction costs opinion based on the final bid quantities must be submitted with the 100% design review submittal. Construction costs are to be based on the most current costs obtained from the FDOT Construction Contract History and as confirmed by the COUNTY.

Roadway Field Reviews: The CONSULTANT must conduct one (1) site review prior to the 60% plans submittal and must conduct one (1) additional site review prior to 100% plans submittal. These reviews will be coordinated with the COUNTY’s Project Manager (PM) and may invite COUNTY field staff.

Driveway Harmonization: The CONSULTANT must coordinate with property owners along the project in which the sidewalk must cause the driveway to be modified within the COUNTY’s right-of-way. The CONSULTANT must develop half sections at the modified driveways to ensure the driveway connection can meet FDOT Design Standards and tie into the existing right-of-way. There are approximately 40 total driveways and 60% of the driveways must be reworked to accommodate the sidewalk.

Right of Way Consideration: The CONSULTANT must establish right of way requirements at locations where insufficient right-of-way is available to construct the proposed sidewalk. The COUNTY must then provide direction on how to proceed with these locations. There are locations where the COUNTY staff will investigate if a potential easement for placement of the sidewalk could be obtain to minimize drainage and environmental impacts.

6

Task 3: DRAINAGE ANALYSIS Data Collection: The CONSULTANT must review all available plans and the Alligator Creek Watershed Management Plan to determine current drainage patterns and systems. The proposed construction must modify existing structures as practical and require minimal drainage modifications to maintain the existing drainage patterns. The CONSULTANT shall determine the 100-year, 24-hour floodplain impacts based on a revised Alligator Creek Watershed Management Plan Interconnected Pond Routing (ICPR) model, revised to reflect current, permitted improvements.

Drainage Plans: The drainage design must have the following features: is consistent with requirements of Florida Department of Environmental Protection (FDEP), SWFWMD, United States Army Corp of Engineers (USACOE), Pinellas County and any other regulatory agencies which have jurisdiction over the project; additionally is consistent with the requirements of the COUNTY Stormwater related criteria in the COUNTY’s code of ordinance; utilizes existing facilities where possible; is cost effective; does not create flooding problems upstream or downstream (consider minor drainage impacts as well as the basin-scale drainage analysis); provides for safety of roadway users; and is consistent with work being performed by other municipalities, regulatory agencies and private developments in the area. The CONSULTANT must be responsible for determining and coordinating with projects or work being performed in the area.

The CONSULTANT must conduct two (2) drainage field reviews and attend two (2) Technical meeting reviews (1 prior to 60%, 1 prior to 100%) regarding drainage. These reviews will be coordinated with the COUNTY PM and may invite COUNTY stormwater engineering and operation staff.

The intent of the drainage design is to adjust/modify the existing drainage system where it is impacted by the placement of the new sidewalk. It is estimated that up to Thirteen (13) Ditch Bottom Inlets (DBI) may be needed to accommodate the sidewalk at the back of the right-of-way and accommodate the existing ditch. It is not anticipated that a new storm water system must be required other than providing short storm sewer pipes and shallow swales with ditch bottom inlets to connect to the existing storm sewer system. The Storm water conveyance capacity of the facilities must not be reduced for design storm events (2.33, 10, 25, and 100-year, 24-hour). Prepare dredge and fill sketches as needed per agency criteria. These sketches will show the work within the diches will not adversely impact the 100 year flood plain. and any loss of flood plain storage volume will be addressed in the design phase. The COUNTY owns a pond on the west side of the project within the basin which may be used to mitigate wetland and floodplain impacts to the project. This work includes vertical datum reference, wetland protection plan (as requested), and wetland features. This effort includes temporary and permanent impacts.

Included in the drainage analysis is the preparation of working drainage maps to identify the drainage areas which drain to the impacted inlets for use in sizing any new inlets and storm sewer pipes required. Calculations for any new inlets and storm sewer pipes must be performed for sizing these facilities and must be included in a technical memorandum/report. In locations where proposed curbing is to be added

7

in conjunction with the added sidewalk, spread of flow calculations must be provided in accordance with COUNTY Stormwater requirement described in the COUNTY code of ordinances.

Task 4: ENVIRONMENTAL PERMITTING The CONSULTANT must prepare permit applications, technical data and supporting documentation for all permits to be submitted by the COUNTY. The CONSULTANT must acquire all state and federal permits for the proposed project. Upon completion of the 15% design phase, the CONSULTANT must contact the COUNTY Permit Coordinator to schedule pre-application meetings with applicable permitting agencies to identify specific permitting requirements for the project. The CONSULTANT must attend all pre-application meetings with COUNTY staff. The CONSULTANT must provide a pre-application meeting agenda to COUNTY for review 2 business days prior to each meeting, and must provide written minutes of each meeting within 7 business days of the meeting for COUNTY approval prior to distribution to attendees. The CONSULTANT must visit the project site with COUNTY and respective regulatory agencies, as necessary, to determine the applicability of permits. The CONSULTANT must establish the landward extent of state and federal jurisdictional wetlands and surface waters pursuant to all current state and federal regulations and standards. The CONSULTANT must conduct an environmental analysis and in-water surveys, if applicable to identify endangered or threatened species, species of special concern, and the presence or absence of submerged aquatic vegetation, within the proposed project limits. The CONSULTANT must prepare a Technical Memorandum for the COUNTY detailing the results of the environmental analysis and in-water surveys. This Technical Memorandum may be in the form of an Environmental Resource Permit application supporting environmental document.

The CONSULTANT must prepare assessments of the value of wetlands proposed for impact. Assessments must be done using the current Uniform Mitigation Assessment Methodology (UMAM), or other current method, as required by SWFWMD and the USACE. The CONSULTANT must conduct field reviews with COUNTY and SWFWMD/USACE staff to verify the limits of the surveyed jurisdictional limits. If requested by the permitting agencies, a signed and sealed Specific Purpose Survey must be obtained by the CONSULTANT and provided to the COUNTY. The CONSULTANT must prepare application forms, narratives, calculations, exhibits, permit drawings, etc. necessary for all permit application submittals. The CONSULTANT must submit the completed draft permit applications to the COUNTY for review and signature after receiving and incorporating comments from the 60% design QC review, unless agreed upon otherwise by the COUNTY. The COUNTY will serve as the “permit clearinghouse”, submitting applications online to SWFWMD and USACE and paying permit fees. If applicable, the CONSULTANT must prepare all required documentation necessary for a United States Coast Guard (USCG) Bridge Permit application.

8

If required, the CONSULTANT must develop conservation measures to mitigate for impacts to protected species and management strategies to insure that protected species are not adversely affected during construction. The CONSULTANT must coordinate with COUNTY Permit Coordinator until all permits are obtained. The CONSULTANT must prepares responses to all agency requests for additional information (RAI), including completion of design revisions that may be required to secure the required permits, and provide draft response packages to COUNTY Permit Coordinator. The CONSULTANT must coordinate with COUNTY Permit Coordinator to meet with the regulatory agencies as necessary to resolve permitting issues. If mitigation for wetland impacts is required, CONSULTANT must prepare mitigation planting plans, narratives, and other documentation that may be required by the permitting agencies. CONSULTANT must coordinate with COUNTY Permit Coordinator to submit mitigation plans to the permitting agencies. Although not required by permitting agencies, COUNTY requires all wet littoral ponds be planted. As such, CONSULTANT must prepare planting plans for wet littoral ponds and provide to the COUNTY Permit Coordinator. This deliverable must be separate from, and in addition to, the construction plans.

Task 5: TRAFFIC ANALYSIS Signing & Pavement Marking Analysis: The CONSULTANT must analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums.

Reference and Master Design File – The CONSULTANT must prepare the Signing & Pavement Marking Design file to include all necessary design elements and all associated reference files.

Sign Panel Design Analysis – Establish sign layout, letter size and series for non-standard signs

Quantities – The CONSULTANT must provide quantity take off for the project at 60% Plans, 100% Plans and Final Plans for the signing and pavement – marking component of the entire project.

Signalization Analysis: CONSULTANT must prepare a pedestrian signalization analysis for the following intersections: 1. Hercules Avenue @ Calumet Street The intersection must include full LED pedestrian countdown signals. Local Signal Timing parameters must be determined as necessary to complete the Controller Timing chart to include pedestrian timings. Pedestrian walk and clearance intervals must be calculated if a pedestrian crosswalk is determined necessary by the COUNTY and FDOT. Yellow and all-red clearance intervals must be calculated based

9

on the posted speed limit. Clearance timing calculations must be based on FDOT Traffic Engineering Manual criteria. Signing & Pavement Marking Plans: The CONSULTANT must prepare a set of Signing & Pavement Marking and Signalization Plans, which must be included in the sidewalk plans. These plans must be in accordance with the Plans Preparation Manual that includes the following:

a. Tabulation of Quantities b. General Notes/Pay Item Notes c. Plan Sheets

The deliverable of construction plans must be designed and drafted utilizing AutoCAD Civil 3D format. The plans must be provided electronically, plus two (2) paper prints signed and sealed by a Professional Engineer certified in the State of Florida. All technical specifications required for construction of project must be included.

Task 6: UTILITY COORDINATION SUPPORT Utility Coordination – COUNTY is responsible for coordinating its design work with the public and private utility agencies and companies having existing and/or planned facilities within the limits of the project. The COUNTY must provide the UAO’s project plans and/or Civil 3D files at the 60% and 100% complete design phases, as drafted by the CONSULTANT. In the event that the project files are larger than Utility Agency/Owner’s (UAO)email servers allow (Generally 10MB), the CONSULTANT maybe be responsible for electronic plan and/or Civil 3D file transfer as directed by the COUNTY. The COUNTY’s and CONSULTANT’s utility coordination responsibilities may continue throughout the design process to assist with resolving potential utility conflicts.

Utility Adjustment Plans – CONSULTANT must prepare utility adjustment sheets as part of the plans set to show existing public and private utilities to remain, detail design of utilities to be relocated and utilities to be removed. Utility adjustment plans must be prepared on screened reproducible copies of the sidewalk plan and cross sections sheets and must be made part of the sidewalk plan. The 60% design review submittal must include all existing utilities drawn on the sidewalk plans, cross section and drainage structure sheets and signalization plans. CONSULTANT is to identify all potential conflicts based on the information provided by the utility agencies and companies and horizontal and vertical field investigations. The 100% design review submittal must include final utility adjustment plans that reflect the final disposition of all public and private utilities. Any subsequent utilities conflicts are to be resolved and all final design revisions complete, at the final design submittal.

Utility Coordination Meetings – CONSULTANT must attend utility coordination meetings to be held within eighteen days of the 60% and 90% design review submittals. COUNTY must be responsible for organizing these meetings. CONSULTANT must prepare detailed meeting minutes and distribute to all attendees.

10

Representation at the meeting should consist of all Utility Companies/Agencies, PM, and suppose services as necessary. The COUNTY must moderate the meeting and discuss the design with the particular emphasis on drainage, maintenance of traffic and traffic signalization. Additional discussion on special construction activities, project scheduling, and agreement options available, must be addressed. Based on commitments made at the Utility Pre-Design Meeting, the CONSULTANT must prepare and distribute minutes and recommended course of action to accomplish each item to each utility located on the project.

Utility Coordination Meeting (60% Plans) – The COUNTY must prepare a formal letter issuing preliminary plans as outlined in the engineering scope. The COUNTY must moderate the meeting and discuss alternate relocation schemes, design modifications, and scheduling of construction activities, with particular emphasis on drainage design, maintenance of traffic and signalization with each Utility Company/ Agency.

The CONSULTANT must coordinate with the COUNTY and utility agencies to determine areas of apparent potential conflict and schedule subsurface utility excavation to confirm whether or not a conflict exists and degree of conflict. A report itemizing utility conflicts by company, must be prepared by the CONSULTANT, and mailed to each utility located on the project. Four weeks, on an average, must be allowed the Utility to respond with their color-coded plans submittal.

Final Agreements to Utilities (Final Plans) - The COUNTY must transmit the necessary legal drafts, plans, and documents to each Utility Company/Agency as required. One complete set of plans and one partial set of plans (Key Sheet, Typical Section, Plan and Profile Sheets, and Utility Adjustment Sheets) must be furnished to each involved utility agency.

Review and Acceptance – The CONSULTANT must be responsible for making all necessary reviews and acceptance of utility related materials.

Certification-The COUNTY must certify the following:

All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, technical special provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule.

OR

An on-site inspection was made and no utility relocation work is involved.

OR

Plans were sent to the Utility Companies/Agencies and no relocation/adjustments are required.

11

Task 7: STRUCTURAL ANALYSIS Structures Analysis: Structural services will be provided by a SUBCONSULTANT to the CONSULTANT. The SUBCONSULTANT shall prepare a set of Structures plans to be included in the sidewalk plans. Two pedestrian sidewalk structures shall be provided allowing for pedestrian access over Alligator Creek on the east and west sides of Hercules Avenue. The preferred bridge foundations are spread footings; however, the SUBCONSULTANT shall coordinate with the Geotechnical Engineer to determine the suitable bridge foundation. The pedestrian bridge shall consist of a solid precast, prestressed concrete slab. Railing selection shall be coordinated with the City of Clearwater. The CONSULTANT shall prepare a special wall design for a retaining wall for some situations where we have a ditch. The CONSULTANT shall prepare two special wall designs for retaining walls for some situations where we have a ditch.

Task 8: GEOTECHNICAL INVESTIGATION Geotechnical: Geotechnical services will be provided by a SUBCONSULTANT to the CONSULTANT. Geotechnical services provided by the SUBCONSULTANT will support the design of the proposed improvements and will consist of the following:

• Perform a site reconnaissance.

• Coordinate boring locations with utility providers and CONSULTANT.

• Perform four (4) Standard Penetration Test (SPT) borings to a maximum depth of 40 feet or into 10 feet of refusal (50 blows per 12 inches of penetration) subsoil conditions.

• Perform a series of hand augers along existing open ditches to determine the existing subsurface

conditions in these areas. We propose a total of ten (10) hand augers to a depth of approximately 6 feet below ground surface in these areas or to borehole collapse due to encountered groundwater. We anticipate performing these hand augers as close as possible to the bottom of ditch; however, final location will be dependent on the depth of any existing water in the ditch at the time our work is performed.

• Obtain sediment samples from drainage ditch for corrosion parameter testing.

• Prepare a geotechnical report that summarizes the services provided, the geotechnical engineering evaluations performed, the structure environmental classifications, and the recommendations to support the bridge.

Task 9: LEVEL 1 CONTAMINATION SCREENING Environmental Services: Environmental services will be provided by a SUBCONSULTANT to the CONSULTANT. These services provided by the SUBCONSULTANT will support the design of the proposed improvements and will consist of the following:

• Environmental Services will include performing a Level I Contamination Screening Evaluation Report for the project corridor as described in Part 2, Chapter 22 of the FDOT PD&E manual. If required, Level II services will be identified and a detailed cost for such services will be prepared prior to performing the work.

12

Task 10: SIDEWALK PLANS PREPARATION Sidewalk Plans: The CONSULTANT must prepare all required sidewalk construction plans within the project limits. These plans must be in accordance with the Plans Preparation Manual and COUNTY CADD Civil 3D standards that include the following (Scale; 1”=40’ (H) & 1”=4’):

• Key Sheet (1 Sheet) • Notes to Reviewer (1 Sheet) • Summary of Quantities (3 Sheets) • Drainage Maps (2 sheets) • Typical Sections ( 2 Sheets) • Retaining wall detail sheet (1 Sheet) • General Notes (2 Sheets) • Survey Reference Points (2 Sheets) • Sidewalk Plan / Profile (5 Sheets) • Detail Sheets: for ramp and drainage grading 20 intersections x 2 per sheet (2 Sheets) • Sidewalk Cross Sections & Driveways (40 Sheets) • Drainage Structures (5 Sheets) • Misc. Details (1 Sheet) • Stormwater Pollution Prevention Plan (2 Sheets) • Erosion Control Plans (7 Sheets) • Utility Adjustment Sheets (5 Sheets) • Temporary Traffic Control Plans (1 Sheets) • Pedestrian Bridge Plans (2 Sheets) • Geotechnical Sheets (2 Sheets) • Retaining wall drawings (3 sheets) • Pedestrian Bridge Details (5 Sheets) • Signalization/Signing and Pavement Marking Plans (2 Sheets)

V. COMPENSATION

Task 1 General Task $ 29,217.00 Lump Sum Task 2 Sidewalk Analysis $ 64,634.00 Lump Sum Task 3 Drainage Analysis $ 25,663.50 Lump Sum Task 4 Environmental Permitting $ 12,619.00 Lump Sum Task 5 Traffic Design $ 13,104.50 Lump Sum Task 6 Utility Coordination $ 6,054.50 Lump Sum Task 7 Structural Analysis $ 80,106.80 Lump Sum Task 8 Geotechnical Investigation $ 33,378.00 Lump Sum Task 9 Level 1 Contamination

Screening $ 10,948.60 Lump Sum

Task 10 Sidewalk Plans $ 33,561.50 Lump Sum Total Fee $ 309,287.40 Lump Sum

13

VI. SCHEDULE The conceptual plan and preliminary design and construction cost opinion must be provided to the COUNTY within three weeks from notice to proceed. The proposed schedule will incorporate the phase submittal milestones of the FDOT LAP design schedule. The CONSULTANT must also provide a Microsoft Project Schedule with updates to be included with each monthly invoice submittal. CONSULTANT's services must commence upon receipt of written notice to proceed issued by COUNTY. CONSULTANT must complete the final design in accordance with the following or better project schedule:

PROJECT SCHEDULE Milestone Due Date After receive the NTP & Survey 15% Line and Grade 60 Calendar Days Meeting review 60% Complete Plans Submittal 120 Calendar Days 30 day review 100% Complete Plans Submittal 210 Calendar Days 30 day review Final Plans Submittal 270 Calendar Days COUNTY design review period is thirty calendar days from the date of each milestone submittal. The CONSULTANT must also provide responses to FDOT’s Electronic Review Comments (ERC) for the various required submittals. Any other delays beyond CONSULTANT’s control must be documented in writing by CONSULTANT and submitted to COUNTY for consideration to grant a schedule time extension. Sidewalk Plans design reviews must occur at the conceptual (line and grade) 60% Phase, 100% phases and final completion phases. CONSULTANT must submit a draft of the special conditions with the 60% design review submittal and final versions at the 100% design review submittal. Bid quantities and opinion of probable construction cost must be submitted. The requirements for each design review must be as specified in the COUNTY’s “Checklists for Design Review Submittals”. CONSULTANT must continue its design work during the review periods. CONSULTANT must respond to the COUNTY’s design review comments in writing and by making corresponding revisions to the plans. Written responses and plans revisions are to be included with the next design review submittal. CONSULTANT must respond to regulatory agencies review comments in the same manner. Design revisions are to be completed by CONSULTANT at no additional time and/or cost unless the revisions result from COUNTY making changes to the horizontal or vertical alignment or other changes or similar impact to the project design. In such cases, COUNTY must evaluate the CONSULTANT’s request for additional time and/or compensation. COUNTY may require CONSULTANT to make plans revisions and resubmit the plans at the same phase of completion if it is found that the plans do not meet the requirements of the “Checklist for

14

Review Submittals”. No additional time will be allotted to the CONSULTANT’s schedule if a resubmittal is required.

VII. INVOICES & PROGRESS REPORTS

Invoicing must take place monthly and will include a progress report summarizing the work completed during the invoice period as well as a schedule update. The CONSULTANT must pre-submit invoices to the PM prior to an official monthly submittal. The final invoice will be marked “FINAL” on the invoice and be accompanied by a letter from the CONSULTANT stating that this is the Final Invoice and that compensation for tasks completed, as described in the Scope of Services Agreement, is now concluded.

15

Project Staff Hour Summary

Name of Consultant: Cumbey & Fair Inc.

Activity

No.Activity C & F MC2 Scheda Lochner Sub 4 Sub 5 Sub 6 Sub 7 Sub 8 Sub 9 Sub 10 Sub 11 Sub 12 Total Hours

1 General Tasks 182 182

2 Sidewalk Analysis 453 453

3 Drainage Analysis 180 180

4 Env. Permits, Compliance & Clearances 4 122 126

5 Traffic Design 92 92

6 Utilities 43 43

7 Structural Analysis 568 568

8 Geotechnical Investigation 86 86

9 Level 1 Cantamination Screening 32 32

10 Sidewalk Plans 305 305

1,259 118 122 568 0 0 0 0 0 0 0 0 0 2,067

Notes: 1. Staff hours for prime consultant come directly from each discipline's worksheet.

2. Staff hours for subconsultants are to be entered manually into columns D through O.

3. For workbooks prepared by subconsultants, their project hours will be totaled in column C.

Hercules Ave. LAP Phase II

Project Total

002686A

Project Staff Hours

Hercules Ave Phase II Final Fee.xlsx

Summary Page 1 of 31 12/28/2016

ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT

Name of Project: Hercules Ave. LAP Phase II Consultant Name: HW Lochner, Inc.

County: Pinellas Consultant No.:

FPN: 002686A Date: 12/28/2016

FAP No.: N/A Estimator: D. Hershey

SH Salary Average

By Cost By Rate Per

$175.00 $195.00 $170.00 $139.40 $114.00 Activity Activity Task

3. Project General and Project Common Tasks 0 0 0 0 0 0 0 $0 #DIV/0!

4. Roadway Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

5. Roadway Plans 0 0 0 0 0 0 0 $0 #DIV/0!

6a. Drainage Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

6b. Drainage Plans 0 0 0 0 0 0 0 $0 #DIV/0!

7. Utilities 0 0 0 0 0 0 0 $0 #DIV/0!

8. Environmental Permits, Compliance & Clearances 0 0 0 0 0 0 0 $0 #DIV/0!

9. Structures - Misc. Tasks, Dwgs, Non-Tech. 122 0 6 43 43 30 122 $17,894.20 $146.67

10. Structures - Bridge Development Report 0 0 0 0 0 0 0 $0 #DIV/0!

11. Structures - Temporary Bridge 0 0 0 0 0 0 0 $0 #DIV/0!

12. Structures - Short Span Concrete Bridge 324 0 16 66 130 112 324 $45,230.00 $139.60

13. Structures - Medium Span Concrete Bridge 0 0 0 0 0 0 0 $0 #DIV/0!

14. Structures - Structural Steel Bridge 0 0 0 0 0 0 0 $0 #DIV/0!

15. Structures - Segmental Concrete Bridge 0 0 0 0 0 0 0 $0 #DIV/0!

16. Structures - Movable Span 0 0 0 0 0 0 0 $0 #DIV/0!

17. Structures - Retaining Walls 122 0 6 24 49 43 122 $16,982.60 $139.20

18. Structures - Miscellaneous 0 0 0 0 0 0 0 $0 #DIV/0!

19. Signing & Pavement Marking Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

20. Signing & Pavement Marking Plans 0 0 0 0 0 0 0 $0 #DIV/0!

21. Signalization Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

22. Signalization Plans 0 0 0 0 0 0 0 $0 #DIV/0!

23. Lighting Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

24. Lighting Plans 0 0 0 0 0 0 0 $0 #DIV/0!

25. Landscape Architecture Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

26. Landscape Architecture Plans 0 0 0 0 0 0 0 $0 #DIV/0!

27. Survey (Field & Office Support) 0 0 0 0 0 0 0 $0 #DIV/0!

28. Photogrammetry 0 0 0 0 0 0 0 $0 #DIV/0!

29. Mapping 0 0 0 0 0 0 0 $0 #DIV/0!

30. Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 $0 #DIV/0!

31. Architecture Development 0 0 0 0 0 0 0 $0 #DIV/0!

32. Noise Barriers Impact Design Assessment 0 0 0 0 0 0 0 $0 #DIV/0!

33. Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 $0 #DIV/0!

34. Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 $0 #DIV/0!

35. Geotechnical 0 0 0 0 0 0 0 $0 #DIV/0!

Total Staff Hours 568 0 28 133 222 185 568

Total Staff Cost $0.00 $5,460.00 $22,610.00 $30,946.80 $21,090.00 $80,106.80 $141.03

Check = $80,106.80

$80,106.80

SALARY RELATED COSTS: $0.00

Notes: OVERHEAD: 0% $0.00

1. This sheet to be used by Subconsultant to calculate its fee. OPERATING MARGIN: 0% $0.00

FCCM (Facilities Capital Cost Money): 0.00% $0.00

EXPENSES: 0.00% $0.00

SUBTOTAL ESTIMATED FEE: $80,106.80

Optional Services $0.00

GRAND TOTAL ESTIMATED FEE: $80,106.80

Chief EngineerSenior

Engineer

Project

EngineerEngineerStaff Classification

Total Staff

Hours From

"SH Summary

- Firm"

Project

Manager


Fee Sheet - Sub-HWL Page 2 of 31 12/28/2016 3:57 PM

ESTIMATE OF WORK EFFORT AND COST - SUBCONSULTANT

Name of Project: Hercules Ave. LAP Phase II Scheda

County: Pinellas enter consultants proj. number

FPN: 002686A 12/28/2016

FAP No.: N/A K. Caruso

SH Salary Average

By Cost By Rate Per

$0.00 $160.00 $110.00 $90.00 $85.00 $80.00 $55.00 Activity Activity Task

3. Project General and Project Common Tasks 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

4. Roadway Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

5. Roadway Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

6a. Drainage Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

6b. Drainage Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

7. Utilities 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

8. Environmental Permits, Compliance & Clearances 122 0 6 49 24 24 17 2 122 $12,020 $98.52

9. Structures - Misc. Tasks, Dwgs, Non-Tech. 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

10. Structures - Bridge Development Report 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

11. Structures - Temporary Bridge 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

12. Structures - Short Span Concrete Bridge 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

13. Structures - Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

14. Structures - Structural Steel Bridge 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

15. Structures - Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

16. Structures - Movable Span 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

17. Structures - Retaining Walls 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

18. Structures - Miscellaneous 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

19. Signing & Pavement Marking Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

20. Signing & Pavement Marking Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

21. Signalization Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

22. Signalization Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

23. Lighting Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

24. Lighting Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

25. Landscape Architecture Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

26. Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

27. Survey (Field & Office Support) 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

28. Photogrammetry 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

29. Mapping 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

30. Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

31. Architecture Development 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

32. Noise Barriers Impact Design Assessment 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

33. Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

34. Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

35. Geotechnical 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

Total Staff Hours 122 0 6 49 24 24 17 2 122

Total Staff Cost $0.00 $960.00 $5,390.00 $2,160.00 $2,040.00 $1,360.00 $110.00 $12,020.00 $98.52

Check = $12,020.00

$12,020.00

SALARY RELATED COSTS: $0.00

Notes: OVERHEAD: 0% $0.00

1. This sheet to be used by Subconsultant to calculate its fee. OPERATING MARGIN: 0% $0.00

FCCM (Facilities Capital Cost Money): 0.00% $0.00

EXPENSES: 0.00% $12,020.00

SUBTOTAL ESTIMATED FEE: -$ / day $0.00

Survey (Field) 0 4-man crew days @ $0.00

Geotechnical Field and Lab Testing $12,020.00

SUBTOTAL ESTIMATED FEE: $0.00

Optional Services $12,020.00

Staff Classification GIS ClericalProject

Manager

Principal

Scientist

Senior

Scientist II

Environment

al Scientist

II/III

Environment

al Scientist ITotal Staff

Hours From

"SH Summary -

Firm"


Fee Sheet - Sub-Scheda Page 3 of 31 12/28/2016 3:57 PM

ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT

Name of Project: Hercules Ave. LAP Phase II Consultant Name: Cumbey & Fair Inc.

County: Pinellas Consultant No.: enter consultants proj. number

FPN: 002686A Date: 12/28/2016

FAP No.: N/A Estimator: insert name

SH Salary Average

By Cost By Rate Per

$175.00 $195.00 $170.00 $140.00 $114.00 $97.50 $90.00 $67.50 $64.00 Activity Activity Task

General Tasks 182 55 18 73 18 0 0 0 0 18 182 $29,217 $160.53

Sidewalk Analysis 453 68 23 68 136 136 22 0 0 0 453 $64,634 $142.68

Drainage Analysis 180 27 9 27 54 54 9 0 0 0 180 $25,664 $142.58

Env. Permits, Compliance & Clearances 4 1 0 1 1 1 0 0 0 0 4 $599 $149.75

Traffic Design 92 14 5 14 28 23 5 3 0 0 92 $13,105 $142.44

Utilities 43 6 2 6 13 13 3 0 0 0 43 $6,055 $140.80

Sidewalk Plans 305 15 6 15 46 46 85 46 46 0 305 $33,562 $110.04

Total Staff Hours 1,259 186 63 204 296 273 124 49 46 18 1,259

Total Staff Cost $32,550.00 $12,285.00 $34,680.00 $41,440.00 $31,122.00 $12,090.00 $4,410.00 $3,105.00 $1,152.00 $172,834.00 $137.28

Check = $172,834.00

Survey Field Days by Subconsultant SALARY RELATED COSTS: $172,834.00

4 - Person Crew: OVERHEAD: 0% $0.00

OPERATING MARGIN: 0% $0.00

Notes: FCCM (Facilities Capital Cost Money): 0.00% $0.00

1. This sheet to be used by Prime Consultant to calculate the Grand Total fee. EXPENSES: 0.00% $0.00

2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden. Survey (Field - if by Prime) 0

4-man crew

days @ -$ / day $0.00


Subconsultant: MC2 Sidewalk & Bridges $21,651.90

Subconsultant: MC2 Retaining Walls $11,726.10

Subconsultant: MC2 Envirionmental Services $10,948.60

Subconsultant: Scheda $12,020.00

Subconsultant: Lochner Structures $80,106.80


GRAND TOTAL ESTIMATED FEE: $309,287.40

Chief EngineerSenior

Engineer

Project

EngineerEngineerStaff Classification

Total Staff

Hours From

"SH

Summary -

Firm"

Project

ManagerClericalDesigner

Senior

Engineer

Technican

Engineering

Technican


Fee Sheet - Prime Page 4 of 31 12/28/2016 3:57 PM

Project Activity 1: General Tasks


002686A

Signature / Date

NOTE: Signature Block is optional, per District preference

Task

No.Task Units No of Units Hours/ Unit

Total

HoursComments

3.1

3.1.1 Community Awareness Plan LS 1 0 0

3.1.2 Notifications LS 1 0 0

3.1.3 Prepare Mailing Lists LS 1 0 0

3.1.4 Median Modification Letters LS 1 0 0

3.1.5 Driveway Modification Letters LS 1 30 30 Assume 15 driveways owners to coordinate with @ 2 hrs

3.1.6 Newsletters LS 1 0 0

3.1.7 Renderings and Fly Throughs LS 1 0 0

3.1.8 PowerPoint Presentation LS 1 0 0

3.1.9 Public Meeting Preparations LS 1 50 50 Review mailing documments 10 hrs. Roll Plot w/ areial and labeling 40 hrs.

3.1.10 Public Meeting Attendance/Followup LS 1 24 24 3 attendies 12 hrs. Scrap book 12 hrs.

3.1.11 Other Agency Meetings LS 1 0 0

3.1.12 Web Site LS 1 0 0

104

3.2 Joint Project Agreements EA 0 0 0

3.3 Specifications Package Preparation LS 1 14 14 This task includes the time for reviewing pinellas County bid tab sheets and estimates

3.4 Contract Maintenance and EDMS LS 1 24 24Includes project management efforts for complete setup and maintenance of files, developing monthly progress

reports, schedule updates, work effort to develop and execute sub-consultant agreements etc.

3.5 Value Engineering (Multi-Discipline Team) Review LS 1 0 0

3.6 Prime Consultant Project Manager Meetings LS 1 24 24 See listing below

3.7 Plans Update LS 1 0 0

Estimator: MJF

3.1 Public Involvement Subtotal

Representing Print Name

Pinellas County

Consultant Name Matthew Fabrizio

Public Involvement


1. General Tasks Page 5 of 31 12/28/2016

Project Activity 1: General Tasks

Task


Total

HoursComments

3.8 Post Design Services LS 1 0 0

3.9 Digital Delivery LS 1 0 0

3.10 Risk Assessment Workshop LS 1 0 0

3.11 Railroad, Transit, and/or Airport Coordination LS 1 16 16This task involves coordination with both CSX PID 00413A Hercules Avenue Railroad Crossing & PSTA transit

3.12 Other Project General Tasks LS 1 0 0

182

Units No of Units Hours/ Unit Total Hours Comments

EA 0 0 0

EA 0 0 0

EA 0 0 0

EA 0 0 0

EA 0 0 0

EA 0 0 0

EA 6 4 24

EA 0 0 0

EA 0 0 0

6 24 Total PM Meeting Hours carries to Task 3.6 above

Notes:

1. If the hours per meeting vary in length (hours) enter the average in the hour/unit column.

2. Do not double count agency meetings between permitting agencies.

3. Project manager meetings are calculated in each discipline sheet and brought forward to Column D, except for Photogrammetry.

Lighting

Signing & Pavement Marking

Environmental

Utilities

Drainage

3. Project Common and Project General Tasks Total

Roadway Analysis

3.6 - List of Project Manager Meetings

Total Project Manager Meetings

Field Reviews

Phase Reviews

Progress Meetings


1. General Tasks Page 6 of 31 12/28/2016

Project Activity 2: Sidewalks Analysis


002686A

Task

No.Task Units No of Units Hours/ Unit Total Hours

4.1 Typical Section Package LS 1 9 9

4.2 Pavement Type Selection Report LS 1 0 0

4.3 Pavement Design Package LS 1 0 0

4.4 Cross-Slope Correction LS 1 0 0

4.5 Horizontal /Vertical Master Design Files LS 1 200 200

4.6 Access Management LS 1 15 15

4.7 Roundabout Evaluation LS 1 0 0

4.8 Roundabout Final Design Analysis LS 1 0 0

4.9 Cross Section Design Files LS 1 80 80

4.10 Traffic Control Analysis LS 1 12 12

4.11 Master TCP Design Files LS 1 0 0

4.12 Design Variations and Exceptions LS 1 0 0

4.13 Design Report LS 1 10 10

4.14 Quantities LS 1 40 40

4.15 Cost Estimate LS 1 15 15

4.16 Technical Special Provisions LS 1 0 0

4.17 Other Roadway Analyses LS 1 16 16

Estimator: MJF

Include SOQ Sheets

Design criteria memorandum

Assume 3 updates

15% Line and grade Project layout

Minor effort. Includes analysis TCP, lane closure analysis, and creating any Miscellaneous Traffic Control Sheets

(general notes, minor details, typical sections and quantities). No detailed phase drawings required. Standard Indexes

are referenced.

Comments

Includes all work required to establish and develop cross section design files in accordance with the County's CADD

manuals. Includes the work required to establish cross sections including determining the locations for which all cross

sections will be shown, creating pattern line file, .tin file, cross section .dgn files, cross section refinement, placement of

utilities, R/W lines, earthwork calculations, etc. 65 ft sections Approx. 30 sections

Driveway Harmonization: The CONSULTANT must coordinate with property owners along the project in which the

sidewalk must cause the driveway to be modified within the COUNTY’S right-of-way snd include driveway profile with

analysis. Assume 15 drives @ 1 hr.

Signature / Date

This includes all work to create elements showing the alignment for both horizontal and vertical geometries in plan and

profile portion of plan sheets. Includes efforts required to place labels and required information in accordance with the

County's CADD manual in master design file. Also includes all engineering work for designing and analyzing elements

required for the plan/profile geometries including horizontal/vertical alignments, utilities, etc. 50 ft sections Approx. 65

sections

Develop and obtain approval of typiclal section assume 3


Pinellas County



2. Sidewalk Analysis Page 7 of 31 12/28/2016


Task

No.Task Units No of Units Hours/ Unit Total Hours Comments

397Roadway Analysis Technical Subtotal




Task

No.Task Units No of Units Hours/ Unit Total Hours Comments

4.18 Field Reviews LS 1 8 8

4.19 Protection of Existing Structures LS 1 0 0

4.20 Technical Meetings LS 1 8 8

4.21 Quality Assurance/Quality Control LS % 5% 20

4.22 Independent Peer Review LS % 0% 0

4.23 Supervision LS % 5% 20

56

4.24 Coordination LS % 0% 0

453

Units No of Units Hours/ Unit Total Hours PM Attendance at Meeting Required? Number

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 1 4 4 yes 1

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 2 2 4 0

EA 0 0 0 0

8 Subtotal Project Manager Meetings 1

EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - -

EA 0 0 0 15% Line and Grade meeting - -

8 Total Project Manager Meetings (carries to Tab 3) 1

Carries to 4.17 Carries to Tab 3

Assume 2 reviewes

Roadway Analysis Nontechnical Subtotal

Typical Section

Technical Meetings

Total Meetings

Phase Review Meetings

Progress Meetings (if required by FDOT)

Subtotal Technical Meetings

Other Meetings

Pavement

60/100% Comment Review Meetings

Work Zone Traffic Control

Local Governments (cities, counties, MPO)

Driveways

15% Line and Grade

Access Management

4. Roadway Analysis Total

Meetings are listed below



Project Activity 3: Drainage Analysis

Estimator: MJF Hercules Ave. LAP Phase II

002686A


Task


Total

Hours

6a.1 Drainage Map Hydrology Per Map 2 8 16

6a.2 Base Clearance Report Per Location 0 0 0

6a.3 Pond Siting Analysis and Report Per Basin 0 0 0

6a.4 Design of Cross Drains Major EA 4 12 48

6a.4 Design of Cross Drains Minor EA 6 4 24

6a.5 Design of DitchesPer Ditch

Mile0 0 0

6a.6Design of Stormwater Management Facility (Offsite or

Infield Pond) EA 1 0 0

6a.7Design of Stormwater Management Facility (Roadside

Ditch as Linear Pond) Per Cell 0 0 0

6a.8 Design of Floodplain Compensation

Per

Floodplain

Basin

1 20 20

6a.9 Design of Storm Drains EA 8 2 16

6a.10 Optional Culvert Material EA 0 0 0

6a.11 French Drain Systems Per Cell 0 0 0

6a.12 Drainage Wells EA 0 0 0

6a.13 Drainage Design Documentation Report LS 1 28 28

Comments

Structures include inlets, manholes, and endwalls.

Develop a working drainage map showing delineated drainage areas to each inlet or cross drain; provide map to

plans.

All extensions and those new/replacement structures with no known scouring or flooding problems, needing

minimal hydrologic effort. For example, a) where the flow is determined by multiplying a design velocity by the

culvert flow area, or b) where the rational method can be used on a small easily defined basin. ctivities above the

range may include complex modeling and routing of the drainage area.

Representing Print Name Signature / Date

Pinellas County

Consultant Name

Activities in the mid range complicated by the need to model basin overtopping, or model more than one culvert

location draining the area. Activities above the range may include complex modeling and routing of the drainage

area.


3. Drainage Analysis 10 of 31 12/28/2016


Task


Total

HoursComments

6a.14 Bridge Hydraulic Report EA 0 0 0




Task


Total

HoursComments

6a.15 Temporary Drainage Analysis LS 1 0 0

6a.16 Cost Estimate LS 1 0 0

6a.17 Technical Special Provisions LS 1 0 0

6a.18 Other Drainage Analysis LS 1 0 0

152

6a.19 Field Reviews LS 1 8 8

6a.20 Technical Meetings LS 1 4 4

6a.21 Environmental Look-Around (ELA) Meeting LS 1 0 0

6a.22 Quality Assurance/Quality Control LS % 5% 8

6a.23 Independent Peer Review LS % 0% 0

6a.24 Supervision LS % 5% 8

28

6a.25 Coordination LS % 0% 0

180

Units No of Units Hours/ UnitTotal

HoursPM Attendance at Meeting Required? Number

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

0 0


EA 1 4 4 PM attendance at Phase Review Meetings is manually entered on General Task 3 - -


Technical Meetings


Total Meetings

FDOT Drainage

Local Governments (cities, counties)

Agency



2 site visits


Other Meetings

Pond Siting

Base Clearance Water Elevation

6a. Drainage Analysis Total

Drainage Analysis Technical Subtotal

Drainage Analysis Nontechnical Subtotal



Project Activity 4: Environmental Permits, Compliance Clearance


002686A


Task

No.Task Units

No. of

Units

Hours/

UnitsTotal Hours

Environmental Permits, Compliances and Clearances

8.1 Preliminary Project Research LS 1 0 0

Permits

8.2 Field Work

8.2.1 Pond Site Alternatives per pond site 1 0 0

8.2.2 Establish Wetland Jurisdictional Lines and Assessments LS 1 0 0

8.2.3 Species Surveys LS 1 0 0

8.2.4 Archeological Surveys LS 1 0 0

8.3 Agency Verification of Wetland Data LS 1 0 0

8.4 Complete And Submit All Required Permit Applications

8.4.1Complete and Submit All Required Wetland Permit

ApplicationsLS 1 0 0

8.4.2Complete and Submit All Required Species Permit


8.5 Prepare Dredge and Fill Sketches (as needed) LS 1 0 0

8.6 Prepare USCG Permit Sketches LS 1 0 0

8.7Prepare Water Management District Right-of-Way

Occupancy PermitLS 1 0 0

8.8Prepare Coastal Construction Control Line (CCCL)

Permit ApplicationLS 1 0 0

Data gathering including desktop analysis from relevant sources including county, local agencies, SWFWMD,

USACE, etc. Research conservation easement or, title restrictions, and submit SSL determination. Review any

other information available from the County and verify background data.

Comments

Pinellas County to provide

Signature / Date

Pinellas County

Consultant Name



4. Environmental Permits Page 13 of 31 12/28/2016


Task

No.Task Units

No. of

Units

Hours/

UnitsTotal Hours Comments

8.9 Prepare Tree Permit Information LS 1 0 0

8.10 Mitigation Design LS 1 0 0

8.11 Mitigation Coordination and Meetings LS 1 0 0

8.12 Other Environmental Permits LS 1 0 0

Environmental Clearances/Reevaluations

8.13

8.13.1 NEPA or SEIR Reevaluation LS 1 0 0

8.13.2 Archaeological and Historical Features LS 1 0 0

8.13.3 Wetland Impact Analysis LS 1 0 0

8.13.4 Essential Fish Habitat LS 1 0 0

8.13.5 Wildlife and Habitat Impact Analysis LS 1 0 0

8.13.6 Section 7 or Section 10 Consultation LS 1 0 0

8.14







8.15 Contamination Impact Analysis LS 1 0 0

8.16 Asbestos Survey LS 1 0 0

0



Technical support to Department for Environmental Clearances and Reevaluations (use when

consultant provides technical support only)

Preparation of Environmental Clearances and Reevaluations (use when consultant prepares

all documents associated with reevaluation)


Environmental Permits, Compliance, and Clearances/Reevaluations Technical Subtotal




Task

No.Task Units

No. of

Units

Hours/

UnitsTotal Hours Comments


4


4

Units No of Units Hours/ Unit Total Hours PM Attendance at Meeting Required? Number

EA 1 4 4 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0


Other Meetings


ACOEUSACE

USCG

USFWS

FFWCC

FDOT

Technical Meetings

WMD

NMFS

8. Environmental Permits, Compliance and Clearances Total

Environmental Permits, Compliance and Clearances Nontechnical Subtotal



Project Activity 8: Environmental Permits

Estimator: K. Caruso Hercules Ave. LAP Phase II

002686A


Task

No.Task Units

No. of

Units

Hours/

Units

Total

Hours

Environmental Permits, Compliances and Clearances

8.1 Preliminary Project Research LS 1 6 6

Permits

8.2 Field Work

8.2.1 Pond Site Alternatives per pond site 0 0 0

8.2.2 Establish Wetland Jurisdictional Lines and Assessments LS 1 16 16

8.2.3 Species Surveys LS 1 2 2

8.2.4 Archeological Surveys LS 1 0 0

8.3 Agency Verification of Wetland Data LS 1 4 4

8.4 Complete And Submit All Required Permit Applications

8.4.1Complete and Submit All Required Wetland Permit


8.4.2Complete and Submit All Required Species Permit


8.5 Prepare Dredge and Fill Sketches (as needed) LS 1 2 2

8.6 Prepare USCG Permit Sketches LS 1 0 0

8.7Prepare Water Management District Right-of-Way

Occupancy PermitLS 1 0 0

8.8Prepare Coastal Construction Control Line (CCCL)

Permit ApplicationLS 1 0 0

8.9 Prepare Tree Permit Information LS 1 0 0

8.10 Mitigation Design LS 1 0 0

8.11 Mitigation Coordination and Meetings LS 1 4 4

8.12 Other Environmental Permits LS 1 0 0

Environmental Clearances/Reevaluations

8.13



Technical support to Department for Environmental Clearances and Reevaluations (use

when consultant provides technical support only)

Signature / Date

ERP environmental support information (24). Will prepare permit application submittals for SWFWMD and

USACE with engineering support, compile all supporting documentation, coordinate with County for review, edits

following review and includes RAI assistance (30). Does not include any permit fees, exemption fees, or SSL

easement fees. Assume NWP from USACE, possible Individual permit (otherwise GP) from WMD. Will assist

County with SSL easement and consent to easement with USACE if required (4), but does not include

boundary/property surveys as this would be provided by others.

brief field review with WMD possible

GIS/desk-top data collection for wetlands, seagrass, soils, updated species data and protection zones, Pinellas

County water atlas, SSL determination request from FDEP

Comments

mitigation not anticipated, but will coordinate with County and mitigation bank(s) if USACE does ultimately require

mitigation for impacts to wood stork SFH. County responsible for any mitigation fees.

N/A

N/A

N/A

N/A

N/A

Review and comment on Prime's sketches

N/A

None anticipated, but if wood stork SFH mitigation is required by USACE, prepare SFH assessments and include

in USACE permit app

no species-specific surveys anticipated/needed; general field review at same time/day of wetland JD

wetland and surface water JD's for project area. Will utilize sub-meter accuracy GPS data for wetland JD limits or

will coordinate with survey for flags to be located. GPS/GIS file download, clean-up, if surveyed, prepare map for

survey, review draft for accuracy. UMAM/WRAP assessments not anticipated to be needed as no wetland

impacts proposed.


Scheda Environmental Permits Page 16 of 31 12/28/2016

Project Activity 8: Environmental Permits

Task

No.Task Units

No. of

Units

Hours/

Units

Total

HoursComments






8.14







8.15 Contamination Impact Analysis LS 1 0 0

8.16 Asbestos Survey LS 1 0 0

96




26


122



EA 1 4 4 0

EA 0 0 0 0

EA 1 4 4 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 2 4 8 0






8. Environmental Permits, Compliance and Clearances Total

Environmental Permits, Compliance, and Clearances/Reevaluations Technical Subtotal

Environmental Permits, Compliance and Clearances Nontechnical Subtotal

Preparation of Environmental Clearances and Reevaluations (use when consultant prepares

all documents associated with reevaluation)

Other Meetings




USACE

USCG

USFWS

FFWCC

FDOT

Technical Meetings

WMD

NMFS

Total Meetings



Scheda Environmental Permits Page 17 of 31 12/28/2016

Project Activity 5: Traffic Design


002686A


Task

No.Task Units

No. of

Units

Hours/

Units

Total

Hours

19.1 Traffic Data Analysis LS 1 0 0

19.2 No Passing Zone Study LS 1 0 0

19.3 Reference and Master Design File LS 1 30 30

19.4 Multi-Post Sign Support Calculations EA 1 0 0

19.5 Sign Panel Design Analysis EA 2 4 8

19.6 Sign Lighting/Electrical Calculations EA 1 0 0




19.10 Other Signing and Pavement Marking LS 1 0 0

44

21.1 Traffic Data Collection LS 1 0 0

21.2 Traffic Data Analysis PI 1 6 6

21.3 Signal Warrant Study LS 1 0 0

21.4 System Timings LS 1 6 6

21.5 Reference and Master Signalization Design File PI 1 22 22

21.6Reference and Master Interconnect Communication

Design FileLS 1 0 0

21.7 Overhead Street Name Sign Design EA 1 0 0

21.8 Pole Elevation Analysis LS 1 0 0

Signature / Date

Pinellas County

Consultant Name

Signing and Pavement Marking Analysis Technical Subtotal


All efforts required for establishing the signing and marking master design file to include reference files of topo,

r/w, roadway, utility files etc. Includes design and layout of signs, lane lines, gores, pavement markings, rpm's,

etc. and efforts required for drafting, clean up and clipping files in accordance with the County's CADD manual

and Plans Preparation Manuals.

Comments

Includes determining signal operation plan, intersection geometry, local signal timings, pre-emption phasing and

timings, forecasting traffic, intersection analysis run, etc. per intersection. Range based on project classifications

shown in the guidelines for this section.

Hercules Ave @ Calumet Street


5. Traffic Design Page 18 of 31 12/28/2016

Project Activity 5: Traffic Design

Task

No.Task Units

No. of

Units

Hours/

Units

Total

HoursComments

21.9 Traffic Signal Operation Report LS 1 0 0



40

84




19.14 Independent Peer Review LS % 0% 0


8


92



EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0






Queue Length Analysis


Other Meetings

Traffic Analysis Nontechnical Subtotal

Traffic Total




Total Meetings


Technical Meetings

Sign Panel Design

Signal Analysis Technical Subtotal

Traffic Technical Subtotal


5. Traffic Design Page 19 of 31 12/28/2016

Project Activity 6: Utilities


002686A


Task


Total

Hours

7.1 Utility Kickoff Meeting LS 1 0 0

7.2 Identify Existing Utility Agency Owners (UAO(s)) LS 1 0 0

7.3 Make Utility Contacts LS 1 0 0

7.4 Exception Processing LS 1 0 0

7.5 Preliminary Utility Meeting LS 1 0 0

7.6 Individual/Field Meetings LS 1 0 0

7.7 Collect and Review Plans and Data from UAO(s) LS 5 2 10

7.8 Subordination of Easements Coordination LS 1 0 0

7.9 Utility Design Meeting LS 1 8 8

7.10Review Utility Markups & Work Schedules, and

Processing of Schedules & Agreements LS 1 0 0

7.11 Utility Coordination/Followup LS 5 3 15

7.12 Utility Constructability Review LS 1 0 0

7.13 Additional Utility Services LS 1 0 0

7.14 Processing Utility Work by Highway Contractor (UWHC) LS 1 0 0

7.15 Contract Plans to UAO(s) LS 1 0 0

7.16 Certification/Close-Out LS 1 0 0

7.17 Other Utilities LS 5 2 10

43

Meeting is listed below

Comments

5 UAO's. 2 Phases 1 hr per phase & UAO



5 UAO's. 2 Phases 2 hr per phase & UAO



Pinellas County


Conflict Matrix 5 UAO's 1/2 hr two phases

7. Utilities Total


6. Utilities Coordination Page 20 of 31 12/28/2016

Project Activity 6: Utilities



EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 2 4 8 0

EA 0 0 0 0


Carries to Tab 3

Total Meetings

Field Meetings (see 7.6)

Design Meeting (see 7.9)

Other Meetings (this is automatically added into Utilities Total

(cell F27))

Technical Meetings

Kickoff (see 7.1)

Preliminary Meeting (see 7.5)

Individual UAO Meetings (see 7.6)


6. Utilities Coordination Page 21 of 31 12/28/2016

Project Activity 9: Structures Summary and Miscellaneous Tasks and Drawings

Estimator: Doug Hershey, PE Hercules Ave. LAP Phase II

002686A

No. of UnitsHours per

UnitNo. of Sheets Total

General Drawings

9.1 Key Sheet and Index of Drawings Sheet 0 0 0 0

9.2 Project Layout Sheet 0 0 0 0

9.3 General Notes and Bid Item Notes Sheet 1 12 1 12

9.4 Miscellaneous Common Details Sheet 0 0 0 0

9.5 Incorporate Report of Core Borings Sheet 4 1 4 4

9.6 Existing Bridge Plans LS 1 0 0




5 48

Task

No.Task Total Task 10 Task 11 Task 12 Task 13 Task 14 Task 15 Task 16 Task 17 Task 18

10-16 Bridge 1 (Ped. Structure - East Side) 214 0 0 214 0 0 0 0

10-16 Bridge 2 (Ped. Structure - West Side) 110 110

17 Retaining Walls 122 122

18 Miscellaneous Structures 0 0

446 0 0 324 0 0 0 0 122 0

HW Lochner, Inc. Doug Hershey


Pinellas County

Signature / Date

Design and Production Staffhours

N/A

2 bridges @ 7 hours per bridge + 2 walls @ 3 hours per wall

2 bridges @ 4 hours per bridge + 2 walls @ 2 hours per wall

N/A

2 bridge borings and 2 wall borings

N/A

Comments

N/A

N/A

Task

No.Task

Structures - Summary and Miscellaneous Tasks and Drawings

Subtotal

Units

Structures Technical Subtotal


HWL Structures Summary Page 22 of 31 12/28/2016

Project Activity 9: Structures Summary and Miscellaneous Tasks and Drawings

Task

No.Task Units No. of Units

Hours per

UnitTotal




9.13 Independent Peer Review LS 1 0 0


74

9.15 Coordination LS 1 0 0

122

Units No of Units Hours/ Unit Total Hours Number

EA 0 0 0 0

EA 2 2 4 0

EA 0 0 0 0

EA 0 0 0 0

EA 1 4 4 0

EA 1 4 4 0

EA 0 0 0 0

12 0

EA 0 0 0 - -

EA 0 0 0 - -

12 0


PM Attendance at Meeting Required?


Utility Companies

Other Meetings

Technical Meetings

BDR Coordination/Review

90/100% Comment Review

Aesthetics Coordination

Regulatory Agency

Total Meetings Total Project Manager Meetings (carries to Tab 3)

PM attendance at Phase Review Meetings is manually entered on General Task 3

PM attendance at Progress Meetings is manually entered on General Task 3




N/A


Comments

2 people x 3 hours x 2 site visits

9. Structures - Summary and Miscellaneous Tasks and Drawings

Nontechnical and Coordination Total

Structures Nontechnical Subtotal


HWL Structures Summary Page 23 of 31 12/28/2016

Project Activity 12: Structures- Short Span Concrete


Bridge Identifier (Number or Name): Pedestrian Bridge on West Side of Hercules Avenue 002686A

Task

No.Task Units

No. of

UnitsHours/ Unit

No. of

Sheets

Total

HoursComments

12.1 Overall Bridge Final Geometry LS 1 6 6 Review top of bank limits, Set span length, Determine lateral offset from existing box culvert

12.2 Expansion/Contraction Analysis EA Unit 1 4 4 One end fixed and other end is expansion

12.3 General Plan and Elevation Sheet 1 30 1 30 To include East Side bridge also

12.4 Construction Staging Sheet 0 0 0 0 N/A

12.5 Approach Slab Plan and Details Sheet 1 10 1 10 Use short non-standard approach slabs to transition from bridge to sidewalks

12.6 Miscellaneous Details Sheet 1 12 1 12 Slope protection details at end bents

12.7 End Bent Geometry EA End Bent 2 4 8 Each end bent is unique due to varying groundline elevations

12.8 End Bent Structural Design EA Design 1 16 161 design covers both end bents; Spread footings are proposed; Design includes structural design, sliding and

overturning checks, and bearing pressure checks

12.9 End Bent Plan and Elevation Sheet 1 16 1 16 Place both end bents on 1 sheet

12.10 End Bent Details Sheet 2 10 2 20 Sections through end bent; Wingwall details; Backwall details

12.11 Bent Geometry EA Bent 0 0 0 N/A (Single Span Bridge)

12.12 Bent Stability Analysis EA Analysis 0 0 0 N/A (Single Span Bridge)

12.13 Bent Structural Design EA Design 0 0 0 N/A (Single Span Bridge)

12.14 Bent Plan and Elevation Sheet 0 0 0 0 N/A (Single Span Bridge)

12.15 Bent Details Sheet 0 0 0 0 N/A (Single Span Bridge)



Pinellas County

General Layout Design and Plans

End Bent Design and Plans

Intermediate Bent Design and Plans


HWL Short Span Concrete - West Page 24 of 31 12/28/2016


Task

No.Task Units

No. of

UnitsHours/ Unit

No. of

Sheets

Total

HoursComments

12.16 Foundation Layout Sheet 1 12 1 12 Use deep foundations per County request

12.17 Finish Grade Elevation Calculation LS 1 0 0 N/A (Final sidewalk elevations a function of actual beam camber. Positive camber to be provided.)

12.18 Finish Grade Elevations Sheet 0 0 0 0 N/A (Final sidewalk elevations a function of actual beam camber. Positive camber to be provided.)

12.19 Bridge Deck Design EA Unit 0 0 0 N/A

12.20 Superstructure Plan Sheet 0 0 0 0 N/A

12.21 Superstructure Sections and Details Sheet 0 0 0 0 N/A

12.22 Prestressed Slab Unit Design EA Design 1 16 16

12.23 Prestressed Slab Unit Layout Sheet 1 12 1 12

12.24 Prestressed Slab Unit Details and Schedule Sheet 1 16 1 16

12.25 Deck Topping Reinforcing Layout Sheet 0 0 0 0 N/A (No topping for pedestrian structure)

12.26 Superstructure Sections and Details Sheet 3 8 3 24Typical section; Pedestrian railing data table; bearing design and details; Beam reinforcing details; Fixed

connection details

12.27 Preparation of Reinforcing Bar List Sheet 1 8 1 8 End bents and approach slabs

12.28 Load Ratings EA Unit 1 4 4

13 21412. Structures - Short Span Concrete Bridge Total

Load Rating

Miscellaneous Substructure Design and Plans

Miscellaneous Superstructure Design and Plans

Cast-in-Place Slab Bridges

Prestressed Slab Unit Bridges

Reinforcing Bar List


HWL Short Span Concrete - West Page 25 of 31 12/28/2016



Bridge Identifier (Number or Name): Pedestrian Bridge on East Side of Hercules Avenue 002686A

Task

No.Task Units

No. of

UnitsHours/ Unit

No. of

Sheets

Total

HoursComments

12.1 Overall Bridge Final Geometry LS 1 6 6 Review top of bank limits, Set span length, Determine lateral offset from existing box culvert

12.2 Expansion/Contraction Analysis EA Unit 0 0 0 Use West Side bridge analysis since it will be longer

12.3 General Plan and Elevation Sheet 0 0 0 0 Included with West Side bridge

12.4 Construction Staging Sheet 0 0 0 0 N/A

12.5 Approach Slab Plan and Details Sheet 0 0 0 0 Included with West Side bridge

12.6 Miscellaneous Details Sheet 0 0 0 0 N/A

12.7 End Bent Geometry EA End Bent 2 4 8 Each end bent is unique due to varying groundline elevations

12.8 End Bent Structural Design EA Design 1 16 161 design covers both end bents; Spread footings are proposed; Design includes structural design, sliding and

overturning checks, and bearing pressure checks

12.9 End Bent Plan and Elevation Sheet 1 16 1 16 Place both end bents on 1 sheet

12.10 End Bent Details Sheet 0 0 0 0 Included with West Side bridge

12.11 Bent Geometry EA Bent 0 0 0 N/A (Single Span Bridge)

12.12 Bent Stability Analysis EA Analysis 0 0 0 N/A (Single Span Bridge)

12.13 Bent Structural Design EA Design 0 0 0 N/A (Single Span Bridge)

12.14 Bent Plan and Elevation Sheet 0 0 0 0 N/A (Single Span Bridge)

12.15 Bent Details Sheet 0 0 0 0 N/A (Single Span Bridge)



Pinellas County

General Layout Design and Plans

End Bent Design and Plans

Intermediate Bent Design and Plans


HWL Short Span Concrete - East Page 26 of 31 12/28/2016


Task

No.Task Units

No. of

UnitsHours/ Unit

No. of

Sheets

Total

HoursComments

12.16 Foundation Layout Sheet 1 12 1 12 Use deep foundations per County request

12.17 Finish Grade Elevation Calculation LS 1 0 0 N/A (Final sidewalk elevations a function of actual beam camber. Positive camber to be provided.)

12.18 Finish Grade Elevations Sheet 0 0 0 0 N/A (Final sidewalk elevations a function of actual beam camber. Positive camber to be provided.)

12.19 Bridge Deck Design EA Unit 0 0 0 N/A

12.20 Superstructure Plan Sheet 0 0 0 0 N/A

12.21 Superstructure Sections and Details Sheet 0 0 0 0 N/A

12.22 Prestressed Slab Unit Design EA Design 1 16 16

12.23 Prestressed Slab Unit Layout Sheet 0 0 0 0

12.24 Prestressed Slab Unit Details and Schedule Sheet 1 16 1 16

12.25 Deck Topping Reinforcing Layout Sheet 0 0 0 0

12.26 Superstructure Sections and Details Sheet 1 8 1 8 1 additional sheet for East Side bridge; Other required information will be included with West Side bridge sheets

12.27 Preparation of Reinforcing Bar List Sheet 1 8 1 8 End bents and approach slabs

12.28 Load Ratings EA Unit 1 4 4

5 11012. Structures - Short Span Concrete Bridge Total

Miscellaneous Substructure Design and Plans

Miscellaneous Superstructure Design and Plans

Cast-in-Place Slab Bridges

Prestressed Slab Unit Bridges

Reinforcing Bar List

Load Rating


HWL Short Span Concrete - East Page 27 of 31 12/28/2016

Project Activity 17: Retaining Walls


002686A


Task

No.Task Unit No. of Units Hours/ Unit

No. of

SheetsTotal Hours Comments

General Requirements

17.1 Key Sheet Sheet 0 0 0 0

17.2 Horizontal Wall Geometry Per Wall 2 6 12 Two cast-in-place retaining walls with unique geometry

Permanent Proprietary Walls

17.3 Vertical Wall Geometry Per Wall 0 0 0

17.4 Semi-Standard Drawings Sheet 0 0 0 0

17.5 Wall Plan and Elevations (Control Drawings) Sheet 0 0 0 0

17.6 Details Sheet 0 0 0 0

Temporary Proprietary Walls

17.7 Vertical Wall Geometry Per Wall 0 0 0

17.8 Semi-Standard Drawings Sheet 0 0 0 0

17.9 Wall Plan and Elevations (Control Drawings) Sheet 0 0 0 0


Cast-in-Place Retaining Walls

17.11 Design EA Design 2 15 30

Design of 2 unique walls to determine size of footing, reinforcing steel requirements and reinforcing steel bending

diagrams for each unique wall height. Coordination with geotechnical engineer regarding soil capacities and

stability.

17.12 Vertical Wall Geometry EA Wall 2 12 24 2 unique walls. Wall vertical geometry is a function of the roadway profile and the existing ditch contours.

17.13 General Notes Sheet 1 2 1 2

17.14 Wall Plan and Elevations (Control Drawings) Sheet 2 16 2 32 Plan and elevation view of cast-in-place retaining walls.

17.15 Sections and Details Sheet 1 16 1 16 Wall data table sheet and typical section

17.16 Reinforcing Bar List Sheet 1 6 1 6 2 walls per sheet


Pinellas County



HWL Str-Retaining Walls Page 28 of 31 12/28/2016

Project Activity 17: Retaining Walls

Task

No.Task Unit No. of Units Hours/ Unit

No. of

SheetsTotal Hours Comments

Other Retaining Walls and Bulkheads

17.17 Design EA Design 0 0 0

17.18 Vertical Wall Geometry EA Wall 0 0 0

17.19 General Notes, Tables and Misc. Details Sheet 0 0 0 0

17.20 Wall Plan and Elevations Sheet 0 0 0 0


5 12217. Structures - Retaining Walls Total


HWL Str-Retaining Walls Page 29 of 31 12/28/2016

Project Activity 10: Sidewalk Plans


002686A

Signature / Date


Task

No.Task Scale Units

No. of

Units or

Sheet

Hours/ Unit

or Sheet

Total

HoursComments

5.1 Key Sheet Sheet 1 8 8

5.2 Notes to the reviewer Sheet 1 4 4

6b.1 Drainage Map 1"=100' Sheet 2 16 32

5.3

5.3.1 Typical Sections EA 1 8 8

5.3.2 Typical Section Details EA 1 8 8

5.4 General Notes/Pay Item Notes Sheet 1 4 4

5.5 Summary of Quantities Sheet 3 8 24

5.6 Survey Project Layout Sheet 3 2 6

5.7 Plan/Profile Sheet 1"=40' Sheet 5 4 20

5.9 Parking Grading detail Sheet 1"=100' Sheet 1 8 8

6b.9 Retention/Detention Ponds Detail Sheet(s) Sheet 0 0 0

6b.5 Drainage Structure Sheet(s) (Per Structure) EA 8 3 24

6b.6 Miscellaneous Drainage Detail Sheets Sheet 1 8 8

5.15 Special Details EA 1 8 8

5.17 Roadway Soil Survey Sheet(s) Sheet 1 2 2

5.18 Cross Sections EA 80 0.5 40 Cross section and driveways

5.19 Temporary Traffic Control Plan Sheets Sheet 1 8 8


Pinellas County


Typical Section Sheets


10. Sidewalk Plans Page 30 of 31 12/28/2016

Project Activity 10: Sidewalk Plans

Task

No.Task Scale Units

No. of

Units or

Sheet

Hours/ Unit

or Sheet

Total

HoursComments

6b.11 Erosion Control Plan Sheet(s) Sheet 3 5 15

6b.12 SWPPP Sheet(s) Sheet 2 3 6

5.22 Utility Adjustment Sheets Sheet 5 6 30

5.23 Selective Clearing and Grubbing Sheet(s) Sheet 0 0 0

20.4 Signals, S& PM General Notes/Pay Item Notes Sheet 1 6 1 6

20.5 Signals, S & P M Master Signing Plan Sheet 1:100 Sheet 1 12 12

5.26 Utility Verification Sheet(s) (SUE Data) Sheet 1 0.5 1

277



305

Roadway Plans Technical Subtotal

5. Roadway Plans Total


10. Sidewalk Plans Page 31 of 31 12/28/2016

5808 – A Breckenridge Parkway, Tampa, Florida 33610 Phone (813) 623-3399, Fax (813) 623-6636

www.mc2engineers.com

October 12, 2016 Revised November 22, 2016 Revised November 29, 2016Revised March 21, 2017

Mr. Matthew Fabrizio, P.E. Cumbey & Fair, Inc. 2463 Enterprise Road, Clearwater, FL 33763

Subject: Revised Proposal for Geotechnical Engineering and Environmental Services Hercules Ave LAP ADA Sidewalk Improvements Phase II Sherwood Street to Sunset Point Rd Pinellas County, Florida MC2 Proposal Number T061608.122_G

Dear Mr. Fabrizio:

MC Squared, Inc. (MC2) is pleased to present this revised proposal for the requested Geotechnical Engineering and Environmental Services for the above referenced project. This proposal outlines the services we propose to offer on this project based on your request and our experience in the area.

PROJECT AND SITE INFORMATION

Project information has been provided by Mr. Matthew Fabrizio with Cumbey & Fair, Inc. and Doug Hershey of Lochner through verbal and email communications. To improve pedestrian traffic, the proposed project consists of the design and construction of approximately 3,800 LF of sidewalks, ADA ramps and driveway improvements along both sides of Hercules Avenue from Sherwood Street to Sunset Point Road. A portion of this project will require the sidewalk to be bridged at the location of an existing box culvert. Our services include providing data, analysis and recommendations for the pedestrian bridge and any associated walls along the project.

The two pedestrian bridges will be approximately 30 feet long each, one located on the east side of the existing box culvert and one located on the west side of the existing box culvert. In addition, as an option, cast-in-place retaining walls may be constructed adjacent to ditches along the project corridor. The retaining wall are estimated to be around 5 feet in height. For the purpose of this proposal, we are assuming the walls will be constructed for 1/3 of the project length along one side of the roadway.

GEOTI:CHNICAL • ENVIRONMENJ'AL MATERIALS TEsn NG

Hercules Ave LAP ADA Sidewalk Improvements Phase II Pinellas County, Florida MC2 Proposal No. T061608.122_G

2

In addition, we anticipate that the existing open ditches along the project limits will be replaced with a closed drainage system (pipes and inlets) for a portion if not all of the project limits.

Environmental Services will include performing a Level I Contamination Screening Evaluation Report for the project corridor as described in Part 2, Chapter 22 of the FDOT PD&E manual. Our findings will be included in a Technical Memorandum. If required, Level II services will be identified and a detailed cost for such services will be prepared prior to performing the work.

PROPOSED SERVICES

The following summarizes our scope of services for the geotechnical phase of the project.

1. Review available literature to include the USDA Soil Survey for PinellasCounty and USGS topographic Maps.

2. Conduct a visual reconnaissance of the project site. Determine boringlocations by taping distances from boundaries and known features. Theboring locations will take into consideration factors that may affectlocations (access issues, underground and/or overhead utilities, etc.).

3. Drill a total of four (4) Standard Penetration Test (SPT) borings to a depthof 40 feet below ground surface or into 10 feet of refusal material (50blows per 12 inches of penetration). One (1) boring will be performed ateach end of each bridge.

4. As an option (See Attachment B) Drill a total of ten (10) SPT borings to adepth of 15 feet below ground surface along the proposed retaining wall.Borings will be drilled at approximately 150’ intervals in accordance withFDOT Soil and Foundation Guidelines.

5. Perform a series of hand augers along existing open ditches to determinethe existing subsurface conditions in these areas. We propose a total often (10) hand augers to a depth of approximately 6 feet below groundsurface in these areas or to borehole collapse due to encounteredgroundwater. We anticipate performing these hand augers as close aspossible to the bottom of ditch; however, final location will be dependenton the depth of any existing water in the ditch at the time our work isperformed.

6. Obtain samples of the soil and water for corrosion testing. Two (2)samples will be obtained at the boring locations for the bridge, one soiland one water and two (2) additional soil samples will be obtained for theproposed retaining wall.


3

7. Visually examine recovered soil samples in the laboratory. We will

perform limited laboratory tests on selected representative samples to develop the soil legend for the project using the Unified Soil Classification System, as appropriate. The laboratory testing would likely include percent passing the -200 sieve, organic, Atterberg Limit tests and natural moisture content determinations. Specialized testing for consolidation is included and will be performed if deemed necessary.

It is our understanding that either H-Piles or 14-inch square prestressed concrete piles are the preferred foundation type for support of the sidewalk at each side of an existing box culvert. Pile capacity curves will be generated for use by the design engineer. Construction recommendations for the selected foundation type will be included. For the retaining walls, we will provide, earth pressure coefficients, moist unit weight, angle of internal friction, cohesion, corrected N-value and allowable bearing pressure for the wall design. Our results, including a site plan showing locations of the borings performed and the boring profiles with laboratory test results will be provided in a formal report along with our evaluations and recommendations. Three (3) hard copies along with a PDF of the report will be provided to you. Qualified engineering technicians and/or staff geologists will perform the field explorations. The evaluations will be performed and the report prepared under or by a licensed professional geotechnical engineer. FEES A summary of the estimated fees and associated costs are detailed in Attachments A, B and C. Our estimated cost for these services is as follows:

$21,651.90 for the Roadway and Bridges $11,726.10 for the Retaining Wall $10,948.60 for the Environmental Services

No additional work beyond the services included in Attachments A, B and C will be performed without prior written authorization. Additional services, which could be required, will be invoiced on a time and expense basis and include factors beyond MC2 control such as additional borings and footage if required and casing beyond that anticipated.


4

SCHEDULE

Upon authorization and Notice to proceed, we will initiate services associated the Environmental work on the project as well as identify boring locations for approval. Once boring locations are approved, we will stake borings in the field and call in for Utility Clearances thru Sunshine One Call. We will subsequently prepare and submit permits to work in the field. We plan to proceed with drilling within 5 days after permits have been received. The field work should and laboratory testing should take approximately 2 weeks to complete. The report should be completed within two weeks after the drilling and field work is completed. We anticipate forty-five (45) days to complete the Environmental work. Updates and preliminary information can be provided as needed prior to submittal of our report. Please advise if you have any questions or need any additional information. We sincerely appreciate the opportunity to work with you on this project. Respectfully submitted, MC Squared, Inc.

Jodonna J Jimenez, PE Joe Di Stefano, PE Project Engineer Vice President Attachments: Attachment A – Schedule of Services and Fees Roadway and Bridges Attachment B – Schedule of Services and Fees Retaining Walls Attachment A – Schedule of Services and Fees Environmental Services Standard Agreement Provisions

Unit Total Quantity Unit Rate Fees

I. FIELD EXPLORATION

1. Mobilization of Men & Equipment 1 Trip 320.00$ $ 320.002. Support Vehicle 4 Trip 187.00$ $ 748.003. Standard Penetration Test (SPT) borings Four (4) borings to 40' each - Bridges 0 to 50 Feet Deep 160 L. F. 12.50$ $ 2,000.00 50 to 100 Feet Deep 0 L. F. 16.00$ $ 0.004. Seal Boreholes with Cement/Bentonite 0 to 50 Feet Deep 160 L. F. 5.00$ $ 800.00 50 to 100 Feet Deep 0 L. F. 6.50$ $ 0.005. Casing 0 to 50 Feet Deep 60 L. F. 8.10$ $ 486.00 50 to 100 Feet Deep 0 L. F. 9.50$ $ 0.006. Hand Augers in Existing Ditches 10 @ 6 ft. = 60. ft. 60 L. F. 9.75$ $ 585.006. Shelby Tube Samples (if required) 1 L. F. 200.00$ $ 200.00

2 Day 885.00$ $ 1,770.00

SUBTOTAL FIELD EXPLORATION $ 6,909.00

II. LABORATORY TESTING

1. Visual Examination/stratify 1 LS 450.00$ $ 450.002. Natural Moisture Content 14 Each 8.10$ $ 113.403. Grain Size Analysis Full Gradation 0 Each 65.00$ $ 0.00 Single Sieve 10 Each 40.00$ $ 400.004. Organic Content Tests 6 Each 40.25$ $ 241.505. Atterberg Limits Test 6 Each 100.00$ $ 600.006. Corrosion Series for Soil and GW 6 Each 175.00$ $ 1,050.007. Consolidation test 1 Each 450.00$ $ 450.00

SUBTOTAL LABORATORY TESTING $ 3,304.90

III. ENGINEERING SERVICES

1. Project Manager 6 Hour 171.00$ $ 1,026.002. Chief Engineer 6 Hour 189.00$ $ 1,134.00

20 Hour 119.70$ $ 2,394.004. Engineer 36 Hour 95.00$ $ 3,420.005. CAD Drafting 8 Hour 75.00$ $ 600.006. Clerical 8 Hour 52.00$ $ 416.007. Sr. Geotechnical Technician (Boring stakeout/clear utilities/log borings) 36 Hour 68.00$ $ 2,448.00

SUBTOTAL ENGINEERING SERVICES $ 11,438.00

TOTAL ALL SERVICES $ 21,651.90

7. Flagmen & Barricades (2 man crew), Barricades/MOT

3. Project Engineer

Attachment ASCHEDULE OF GEOTECHNICAL FEES

Hercules Ave LAP ADA Sidewalk Improvements Phase IISherwood Street to Sunset Point Rd

Pinellas County, FloridaMC2 Proposal No.T061608.122_G


I. FIELD EXPLORATION

1. Mobilization of Men & Equipment 2 Trip 320.00$ $ 640.002. Support Vehicle 3 Trip 187.00$ $ 561.003. Standard Penetration Test (SPT) borings

Ten - (10) borings to 15' each - Bridges 0 to 50 Feet Deep 150 L. F. 12.50$ $ 1,875.00 50 to 100 Feet Deep 0 L. F. 16.00$ $ 0.004. Seal Boreholes with Cement/Bentonite 0 to 50 Feet Deep 150 L. F. 5.00$ $ 750.00 50 to 100 Feet Deep 0 L. F. 6.50$ $ 0.005. Casing 0 to 50 Feet Deep 100 L. F. 8.10$ $ 810.00 50 to 100 Feet Deep 0 L. F. 9.50$ $ 0.006. Shelby Tube Samples (if required) 1 L. F. 200.00$ $ 200.00

2 Day 885.00$ $ 1,770.00

SUBTOTAL FIELD EXPLORATION $ 6,606.00

II. LABORATORY TESTING

1. Visual Examination/stratify 1 LS 300.00$ $ 300.002. Natural Moisture Content 10 Each 8.10$ $ 81.003. Grain Size Analysis

Full Gradation 0 Each 65.00$ $ 0.00Single Sieve 6 Each 40.00$ $ 240.00

4. Organic Content Tests 2 Each 40.25$ $ 80.505. Atterberg Limits Test 2 Each 100.00$ $ 200.006. Corrosion Series for Soil and GW 1 Each 175.00$ $ 175.007. Consolidation test (if required) 1 Each 450.00$ $ 450.00

SUBTOTAL LABORATORY TESTING $ 1,526.50

III. ENGINEERING SERVICES

1. Project Manager 2 Hour 171.00$ $ 342.002. Chief Engineer 2 Hour 189.00$ $ 378.00

8 Hour 119.70$ $ 957.604. Engineer 8 Hour 95.00$ $ 760.005. CAD Drafting 4 Hour 75.00$ $ 300.006. Clerical 6 Hour 52.00$ $ 312.007. Sr. Geotechnical Technician (Boring stakeout/clear utilities/log borings 8 Hour 68.00$ $ 544.00

SUBTOTAL ENGINEERING SERVICES $ 3,593.60


Notes:

Cost estimate does not include analysis for deep foundation recommendations

7. Flagmen & Barricades (2 man crew), Barricades/MOT

3. Project Engineer

* Only one mobilization/demobilization will be charged if bridge borings and wall borings are authorized to proceed as one event

Attachment BSCHEDULE OF GEOTECHNICAL FEES




I. ENGINEERING SERVICES

1. Project Manager 3 Hour 171.00$ $ 513.002. Chief Engineer 0 Hour 189.00$ $ 0.00

20 Hour 170.00$ $ 3,400.0018 Hour 119.70$ $ 2,154.60

5. Engineer 25 Hour 95.00$ $ 2,375.006. Sr. Geotechnical Technician 8 Hour 68.00$ $ 544.007. CAD Drafting 12 Hour 75.00$ $ 900.008. Clerical 6 Hour 52.00$ $ 312.009. EDR Reports 1 LS 750.00$ $ 750.00


Notes:

3. Senior Engineer4. Project Engineer

Attachment CSCHEDULE OF GEOTECHNICAL FEES



CUMBEY & FAIR, INC.2463 ENTERPRISE ROAD, CLEARWATER, FLORIDA 33762

(727) 797-8982 Clearwater (813) 223-4333 Tampa (727) 791-8752 Fax WWW.CUMBEYFAIR.COM

CIVIL ENGINEERS LAND SURVEYORS PLANNERS

Exhibit B

SCHEDULE OF RATE VALUES Cumbey & Fair, Inc.

Loaded Rates July 2016

$175.00

$195.00

$170.00

$140.00

$114.00

$97.50

$90.00

$67.50

$64.00

$170.00

$130.00

$90.00

$67.50

$55.00

$102.30

$77.50

$52.50

Project Manager

Chief Engineer

Senior Engineer

Project Engineer

Engineer

Designer

Senior Engineering Tech.

Engineering Technician

Secretary/Clerical

Senior Surveyor & Mapper

Surveyor & Mapper

Survey Technician

Utility Locator

Utility Technician

Field Crew Supervisor

Party Chief

Instrument Man

Rod Man/Chain Man

Senior Designer

$39.50 $105.00

H.W. Lochner, Inc. 4350 W. Cypress Street Suite 800 Tampa, FL 33607 T 813.357.3750 F 813.304.2207 hwlochner.com

Exhibit B

Date: July 4, 2016 Loaded Hourly Salary Rates Hercules Avenue LAP ADA Sidewalk Improvements Phase II from Sherwood Street to Sunset Point Road Contract No. 156-0110-NC (SS) H.W. Lochner, Inc. Project Manager $175.00 Chief Engineer $195.00 Senior Engineer $170.00 Project Engineer $139.40 Engineer $114.00

STANDARD FEE SCHEDULE Scheda Ecological Associates, Inc.

Exhibit B

Classification Hourly Rate

Expert Witness $175.00

Principal Scientist $160.00

Senior Scientist IV $135.00

Senior Scientist III $125.00

Senior Scientist II $110.00

Senior Scientist I $100.00

Environmental Scientist II/III $90.00

Environmental Scientist I $85.00

Senior CAD Designer $85.00

GIS Specialist $80.00

Environmental Technician $60.00

Clerical $55.00

CostService Element Unit Per Unit

I. FIELD INVESTIGATION

1. Mobilization of Men and Equipment Truck Mounted Equipment

Pinellas County County Each 320.00$ Specialized ATV/Mudbug Each 605.00$ Support Vehicle Per Trip 187.00$ Track Mounted Equipment Each 1,350.00$ Barge Mounted Equipment Each 7,450.00$ Safety Boat Per Trip 500.00$

2. Truck Mounted Equipment

a. Standard Penetration Test (SPT) Borings 0 - 50 feet L.F. 12.50$ 50-100 feet L.F. 16.00$ 100 -150 feet L.F. 29.50$

b. Grout Seal Boreholes 0 - 50 feet L.F. 5.00$ 50-100 feet L.F. 6.50$ 100-150 feet L.F. 9.50$

c. Casing Allowance 0 - 50 feet L.F. 8.10$ 50-100 feet L.F. 9.50$ 100-150 feet L.F. 11.50$

d. Rock Coring 0 - 50 feet L.F. 35.50$ 50-100 feet L.F. 48.25$ 100-150 feet L.F. 53.75$

3. Barge/Track Mounted Drilling Equipmenta. Standard Penetration Test Borings

0 - 50 feet L.F. 20.50$ 50-100 feet L.F. 24.70$ 100-150 feet L.F. 44.55$

b. Grout-Seal Boreholes 0 - 50 feet L.F. 7.00$ 50-100 feet L.F. 9.50$ 100-150 feet L.F. 14.60$

c. Casing Allowance 0 - 50 feet L.F. 12.20$ 50-100 feet L.F. 15.00$ 100-150 feet L.F. 16.80$

d. Rock Coring 0 - 50 feet L.F. 40.20$ 50-100 feet L.F. 53.70$ 100-150 feet L.F. 66.80$

4. Extra Split Spoon Samples 0 - 50 feet Each 37.00$ 50-100 feet Each 42.10$ 100-150 feet Each 43.30$

5. Auger Borings 0 - 50 feet LF L.F. 9.75$

6. Backhoe for Test Pit Excavation Cost based on equipment rental (TBN) and labo Per Day

STANDARD FEE SCHEDULE Exhibit B

July 1, 2016

7. Shelby Tube Samples 0 - 50 feet Each 200.00$

8. Infiltration Tests Each 513.00$

9. Permeability Tests Each 515.00$

10. Flagmen & Barricades (2 man crew) Barricades/MOT Per Day 885.00$ Flagmen Per Day 880.00$

11. Hand Probes (2-man Crew) Per Day 865.00$

12. 2 inch Piezometer Installation LF L.F. 40.25$

13. Drilling Permits if required Per Boring 32.50$

14. Site Clearing/Difficult Access Cost based on equipment rental (TBN) and labo Per Day

15. Pavement Cores (Asphalt) Per Boring 100.00$

II. LABORATORY INVESTIGATION

1. Visual Examination/StratifyPer Set (1 Set = 5feet) Set 3.80$

2. Natural Moisture Content Tests Each Test 8.10$

3. Grain Size Analysis (Full Gradation) Each Test 65.00$ (Single Sieve) Each Test 40.00$

4. Organic Content Tests Each Test 40.25$

5. Atterberg Limit Tests Each Test 100.00$ Liquid Limit Only Each Test 60.00$ Plastic Limit Only Each Test 40.00$

6. Environmental Test (pH, sulfates, chlorides, resistivity) Each Test 175.00$

7. Limerock Bearing Ratio Test Each Test 320.00$

8. Consolidation Test Each Test 450.00$

9. Specific Gravity Each Test 65.00$

10. Triaxial Shear Test (per point) Each Test 145.00$

11. Split Tension Test Each Test 120.00$

12. Unconfined Compression Test Each Test 114.00$

III. ENGINEERING AND TECHNICAL SERVICES

1. Project Manager Hour 171.00$

2. Chief Engineer Hour 189.00$

3. Senior Engineer Hour 170.00$

4. Project Engineer Hour 119.70$

5. Engineer Hour 95.00$

6. Sr. Geotechnical Technician Hour 68.00$

7. Geotechnical Technician Hour 45.00$

8. CADD Technician Hour 75.00$

9. Clerical Hour 52.00$

SECTION C – LIMITATION ON LIABILITY, INDEMNIFICATION, AND INSURANCE REQUIREMENTS 1. INSURANCE:

a) Proposal submittals should include, the Consultants current Certificate(s) of Insurance in accordance with the insurance requirements listed below. If Consultant does not currently meet insurance requirements, Consultant/bidder/quoter shall also include verification from their broker or agent that any required insurance not provided at that time of submittal will be in place within 10 days after award recommendation.

b) Within 10 days of contract award and prior to commencement of work, Consultant shall email certificate

that is compliant with the insurance requirements to [email protected]. If certificate received with proposal was a compliant certificate no further action may be necessary. It is imperative that Consultant include the unique identifier, which will be supplied by the County’s Purchasing Department. The Certificate(s) of Insurance shall be signed by authorized representatives of the insurance companies shown on the Certificate(s). A copy of the endorsement(s) referenced in paragraph 1.(d) for Additional Insured shall be attached to the certificate(s) referenced in this paragraph.

c) No work shall commence at any project site unless and until the required Certificate(s) of Insurance are

received and approved by the County. Approval by the County of any Certificate(s) of Insurance does not constitute verification by the County that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate(s) of Insurance is in compliance with the requirements of the Agreement. County reserves the right to require a certified copy of the entire insurance policy, including endorsement(s), at any time during the RFP and/or contract period.

d) All policies providing liability coverage(s), other than professional liability and workers compensation

policies, obtained by the Consultant and any subcontractors to meet the requirements of the Agreement shall be endorsed to include Pinellas County Board of County Commissioners as an Additional Insured.

e) If any insurance provided pursuant to the Agreement expires prior to the completion of the Work, renewal

Certificate(s) of Insurance and endorsement(s) shall be furnished by the Consultant to the County at least thirty (30) days prior to the expiration date.

(1) Consultant shall also notify County within twenty-four (24) hours after receipt, of any notices of

expiration, cancellation, nonrenewal or adverse material change in coverage received by said Consultant from its insurer. Notice shall be given by certified mail to: Pinellas County, c/o Ebix BPO, PO Box 257, Portland, MI, 48875-0257; be sure to include your organization’s unique identifier, which will be provided upon notice of award. Nothing contained herein shall absolve Consultant of this requirement to provide notice.

(2) Should the Consultant, at any time, not maintain the insurance coverages required herein, the County

may terminate the Agreement, or at its sole discretion may purchase such coverages necessary for the protection of the County and charge the Consultant for such purchase or offset the cost against amounts due to Consultant for services completed. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the County to purchase such insurance shall in no way be construed to be a waiver of any of its rights under the Agreement.

f) The County reserves the right, but not the duty, to review and request a copy of the Contractor’s most

recent annual report or audited financial statement when a self-insured retention (SIR) or deductible exceeds $50,000.

g) If subcontracting is allowed under this RFP, the Prime Consultant shall obtain and maintain, at all times

during its performance of the Agreement, insurance of the types and in the amounts set forth; and require any subcontractors to obtain and maintain, at all times during its performance of the Agreement, insurance limits as it may apply to the portion of the Work performed by the subcontractor; but in no event will the insurance limits be less than $500,000 for Workers’ Compensation/Employers’ Liability, and $1,000,000 for General Liability and Auto Liability if required below.

mailto:[email protected]

SECTION C – LIMITATION ON LIABILITY, INDEMNIFICATION, AND INSURANCE REQUIREMENTS

(1) All subcontracts between Consultant and its subcontractors shall be in writing and are subject to the County’s prior written approval. Further, all subcontracts shall (1) require each subcontractor to be bound to Consultant to the same extent Consultant is bound to the County by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the subcontractor; (2) provide for the assignment of the subcontracts from Consultant to the County at the election of Owner upon termination of the Contract; (3) provide that County will be an additional indemnified party of the subcontract; (4) provide that the County will be an additional insured on all insurance policies required to be provided by the subcontractor except workers compensation and professional liability; (5) provide waiver of subrogation in favor of the County and other insurance terms and/or conditions as outlined below; (6) assign all warranties directly to the County; and (7) identify the County as an intended third-party beneficiary of the subcontract. Consultant shall make available to each proposed subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the subcontractor will be bound by this Section C and identify to the subcontractor any terms and conditions of the proposed subcontract which may be at variance with the Contract Documents.

h) Each insurance policy and/or certificate shall include the following terms and/or conditions:

(1) The Named Insured on the Certificate of Insurance and insurance policy must match the entity’s name

that responded to the solicitation and/or is signing the agreement with the County. If Consultant is a Joint Venture per Section A. titled Joint Venture of this RFP, Certificate of Insurance and Named Insured must show Joint Venture Legal Entity name and the Joint Venture must comply with the requirements of Section C with regard to limits, terms and conditions, including completed operations coverage.

(2) Companies issuing the insurance policy, or policies, shall have no recourse against County for

payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of Contractor.

(3) The term "County" or "Pinellas County" shall include all Authorities, Boards, Bureaus, Commissions,

Divisions, Departments and Constitutional offices of County and individual members, employees thereof in their official capacities, and/or while acting on behalf of Pinellas County.

(4) The policy clause "Other Insurance" shall not apply to any insurance coverage currently held by

County or any such future coverage, or to County's Self-Insured Retentions of whatever nature.

(5) All policies shall be written on a primary, non-contributory basis.

(6) Any Certificate(s) of Insurance evidencing coverage provided by a leasing company for either workers compensation or commercial general liability shall have a list of covered employees certified by the leasing company attached to the Certificate(s) of Insurance. The County shall have the right, but not the obligation to determine that the Consultant is only using employees named on such list to perform work for the County. Should employees not named be utilized by Consultant, the County, at its option may stop work without penalty to the County until proof of coverage or removal of the employee by the contractor occurs, or alternatively find the Consultant to be in default and take such other protective measures as necessary.

(7) Insurance policies, other than Professional Liability, shall include waivers of subrogation in favor of

Pinellas County from both the Consultant and subcontractor(s).

i) The minimum insurance requirements and limits for this Agreement, which shall remain in effect throughout its duration and for two (2) years beyond final acceptance for projects with a Completed Operations exposure, are as follows:

SECTION C – LIMITATION ON LIABILITY, INDEMNIFICATION, AND INSURANCE REQUIREMENTS

(1) Workers’ Compensation Insurance

Limit Florida Statutory

Employers’ Liability Limits

Per Employee Per Employee Disease Policy Limit Disease

$500,000 $500,000 $500,000

(2) Commercial General Liability Insurance including, but not limited to, Independent Contractor, Contractual Liability Premises/Operations, Products/Completed Operations, and Personal Injury.

Limits

Combined Single Limit Per Occurrence Products/Completed Operations Aggregate Personal Injury and Advertising Injury General Aggregate

$1,000,000 $1,000,000 $1,000,000 $2,000,000

(3) Business Automobile or Trucker’s/Garage Liability Insurance covering owned, hired, and non-owned vehicles. If the Consultant does not own any vehicles, then evidence of Hired and Non-owned coverage is sufficient. Coverage shall be on an "occurrence" basis, such insurance to include coverage for loading and unloading hazards, unless Consultant can show that this coverage exists under the Commercial General Liability policy.

Limit

Combined Single Limit Per Accident $1,000,000

(4) Professional Liability (Errors and Omissions) Insurance with at least minimum limits as follows. If “claims made” coverage is provided, “tail coverage” extending three (3) years beyond completion and acceptance of the project with proof of “tail coverage” to be submitted with the invoice for final payment. In lieu of “tail coverage”, Consultant may submit annually to the County, for a three (3) year period, a current certificate of insurance providing “claims made” insurance with prior acts coverage in force with a retroactive date no later than commencement date of this contract.

Limits

Each Occurrence or Claim General Aggregate

$1,000,000 $2,000,000

For acceptance of Professional Liability coverage included within another policy required herein, a statement notifying the certificate holder must be included on the certificate of insurance and the total amount of said coverage per occurrence must be greater than or equal to the amount of Professional Liability and other coverage combined.