CN-370000-CN824-T4.pdf

DDivision oof RRecreation aand PParks

CConsultant’s TTask AAssignment NNotification

FFLORIDA DEPARTMENT OF

EENVIRONMENTAL PPROTECTION

DRP-084

Rev. 0 /2025 of 2

FDEP Contract No: Project Number: Task Assignment No:

Project Location Project

Consultant’s Name:

Consultant’s Representative:

Phone: Email:

FDEP Contract Manager:

Phone: Email:

Task Description:

Project Manager:

Schedule:

Start Date: Completion Date:

Fixed Price Cost: Cost Reimbursement (Not to Exceed):

Total Task Amount:

Signatures and Date:

1.

Budget Representative, FDEP Signature Date

2.

Project Manager, FDEP Signature Date

3.

Signature Date

4.

Signature Date

5.

Contract Authority, FDEP Signature Date

CN824 61493C 04

General James A. Van Fleet State Trail Replace 4 Bridges

George F. Young, Inc.

Jonathan Langston

(727) 503-6968 jlangston@georgefyoung.com

Vu Nguyen

(850) 245-2630 Vu.Nguyen@FloridaDEP.gov

Transferral of incomplete design, permitting, and construction administration subtasks from CN200 TA21, per attached proposal dated April 29, 2025.

*Subtasks utilizing rates per CN200 are denoted with an asterisk (*) in the subtask heading.

Terry McCullum Jr.

Upon Execution 06/30/2027

$96,944.41 $2,050.00 $98,994.41

Tamika Bass

Terry McCullum Jr.

Jonathan Langston, P.E.

Vu Nguyen

Michael W. Foster Jr., P.E.

05/12/2025

Tamika Bass Digitally signed by Tamika Bass Date: 2025.05.02 10:01:29 -04'00'

Terry McCullum Jr. Digitally signed by Terry McCullum Jr.

Date: 2025.05.12 10:38:18 -04'00'

Jonathan C Langston Digitally signed by Jonathan C Langston DN: CN=Jonathan C Langston, dnQualifier=A01410D000001881F5B3B5E00021226, O=Florida, C=US Date: 2025.05.19 11:07:38-04'00'

Vu Nguyen Digitally signed by Vu Nguyen Date: 2025.06.02 10:25:27 -04'00'

Michael W. Foster Jr., P.E.

Digitally signed by Michael W. Foster Jr., P.E.

Date: 2025.06.02 11:48:30 -04'00'

DDivision oof RRecreation aand PParks

CConsultant’s TTask AAssignment NNotification

FFLORIDA DEPARTMENT OF

EENVIRONMENTAL PPROTECTION

DRP-084

Rev. /2025 2 of 2

Encumbrance Information:

Project # Grant # Organization Code Category/Yr Fund Module Object EO Amount

Total:

61493C 37503000225 080039/23 423001 U3200 131500 QK $98,994.41

$98,994.41 integrity | quality | service

April 29, 2025

Terry McCullum Jr.

Project Manager Bureau of Design and Construction Florida Department of Environmental Protection 3900 Commonwealth Boulevard, MS 520 Tallahassee, FL 32399

RE: CN824 – George F. Young TA04

General Van Fleet State Trail – Pedestrian Bridge Replacement

Dear Mr. McCullum, For your review, George F. Young Inc. has provided a proposal summary and man-hour documentation for professional surveying, environmental, and engineering services for the pedestrian bridge replacement project through the General Van Fleet State Trail, purposed to replaced wooden bridges #1, 6, 7, and 8 with precast concrete bridges similar to bridge #9.

This scope reflects our previous meeting and site visit held on June 7, 2023, our understanding of the project, our research efforts, and the information provided. We trust the information contained in the attached proposal is consistent with your understanding.

Please review the attached Proposal Summary. We appreciate the opportunity to be of service to you on this project and look forward to working with you. Please feel free to contact me if you should have any questions or require any changes.

Sincerely, Jeremy Lunsford, PE Vice President, Structural Engineering

Pedestrian Bridge Replacement

General Van Fleet State Trail DEP Agreement Number CN824, Task Assignment Number 04

Subtask 1: Geotechnical Investigation* Description: Geotechnical Coordination and Evaluation is provided in the scope to aid in design.

Geotechnical borings are being proposed to assist in design of headwalls and wingwalls. Foundations may include shallow spread foundations and deep foundation alternatives. The Geotechnical data will be obtained at the time of the survey phase.

This proposal assumes that each side of the bridges to be replaced are accessible to PSI’s truck mounted drilling rig. This proposal also assumes that no permits or clearing will be required to complete the field work. Standard Penetration Test (SPT) borings will be performed in the field at each side of each bridge to be replaced.

The purpose of our geotechnical study is to obtain information on the general subsurface soil and groundwater conditions at the project site and to provide data and geotechnical recommendations, foundation capacities, estimated settlement and design soil parameters to the design team for the proposed improvements.

Geotechnical Investigation Review available project and site information, including historical aerial photographs of the site and USDA/NRCS Soil Survey maps and soil data.

Site reconnaissance and stake boring locations.

Request utility location services from Sunshine811.

Perform a total of eight (8) Standard Penetration Test (SPT) borings to an approximate depth of

75 feet below existing ground surface at the project site.

Identification of the existing groundwater levels and estimated normal seasonal high groundwater fluctuations at each boring location.

General location and description of potentially deleterious materials encountered in the borings which may have an impact on the proposed construction.

Provide a discussion of appropriate foundation systems to support the planned developments.

Discussion to include consideration of allowable capacities and estimated foundation settlement for shallow foundation as well as considerations for supporting the structures on driven deep foundation members (up to two types and/or geometric configurations of piles. Deep foundation discussion will include at a minimum axial and lateral pile analysis.

Provide general geotechnical recommendations for the proposed construction, including excavation, backfill, compaction, and soil re-use requirements.

Please note that samples will be retained for 90 days after the date of the report and then disposed, unless other arrangements have been made.

The fieldwork can be completed within approximately four weeks from project commencement. During this time, the boring locations will be staked/marked and a utility locates request will be submitted to Sunshine811. The fieldwork should require approximately two days to complete, weather and access permitting. Our signed and sealed report should be available approximately three weeks after completion of the fieldwork.

Deliverable: The results of the field exploration and engineering analysis will be presented in electronically provided geotechnical engineering report in PDF format. The results of the subsurface exploration will be presented in a draft written report provided to the Client for review and comments. After receiving comments, a final report, signed and sealed by a professional engineer specializing in geotechnical engineering, will be provided.

Performance Measure: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost: Manhour Summary Subtask 1: Field Exploration Firm Name Position Classification Unit

Rate Units Unit

Type Total Fixed Price Cost

Professional Service Industries (PSI Intertek)

Truck Rig Mobilization $500.00 1 EA $500.00

PSI Intertek SPT Truck – M/B 0-50 ft $14.00 400 LF $5,600.00 PSI Intertek SPT Truck – M/B 50-100 ft $17.00 200 LF $3,400.00 PSI Intertek Temp Casing 3” Truck/Mud Bug 0-50 ft $10.00 400 LF $4,000.00 PSI Intertek Temp Casing 3” Truck/Mud Bug 50-100 ft $11.00 80 LF $880.00 PSI Intertek Grout Boreholes – Truck/Mud Bug 0-50 ft $7.00 400 LF $2,800.00 PSI Intertek Grout Boreholes – Truck/Mud Bug 50-100 ft $6.00 200 LF $1,200.00 PSI Intertek Engineer Intern (Project Management – Field Act) $77.88 12 Hours $934.56 Fee Field $19,314.56

Subtask 1: Laboratory Testing Firm Name Position Classification Unit

Rate Units Unit

Type Total Fixed Price Cost

PSI Intertek Full Grad Grain Analysis $85.00 8 EA $680.00 PSI Intertek Single Sieve Grain Analysis $35.00 8 EA $280.00 PSI Intertek Natural Moisture Content $12.00 16 EA $192.00 PSI Intertek Organic Content $40.00 2 EA $80.00 PSI Intertek Liquid Limit $45.00 4 EA $180.00 PSI Intertek Plastic Limit $45.00 4 LF $180.00 PSI Intertek Engineer Intern (Visual Classification &

Laboratory Assignment) $77.88 6 Hours $467.28

Fee Laboratory $2,059.28

Subtask 1: Engineering Evaluation and Report Firm Name Position Classification Unit

Rate Units Unit

Type Total Fixed Price Cost

PSI Intertek Chief Engineer $189.00 4 Hours $756.00 PSI Intertek Senior Engineer $158.67 14 Hours $2,221.38 PSI Intertek Professional Engineer $134.25 20 Hours $2,685.00 PSI Intertek Engineer Intern $77.88 16 Hours $1,246.08 PSI Intertek Draftsperson/CAD $75.00 30 Hours $2,250.00 PSI Intertek Clerical $50.70 3 Hours $152.10 Fee Laboratory $9,310.56

Total for Subtask 1: $30,684.40

Subtask 2: 60% Structural Plans* Description: Bridge #1, 6, 7, and 8 along the General Van Fleet State Trail are constructed of timber and wood members. The wood members are reaching their useful service life and the desire is to replace each bridge with more durable, precast concrete sections. The locations and dimensions of each bridge are:

Bridge 1 – Located near mile marker 2. Bridge is approximately 36’ long and 13’ wide.

Bridge 6 – Located near mile marker 20. Bridge is approximately 47’ long and 14’ wide.

Bridge 7 – Located near mile marker 21. Bridge is approximately 47’ long and 14’ wide.

Bridge 8 – Located near mile marker 22. Bridge is approximately 25’ long and 14’ wide.

Each existing wood bridge and supporting headwall and wingwall will be demolished. New concrete headwalls and wingwalls will be designed to support the bridge at each end of span. The bridge section is intended to be precast concrete single span between supporting headwalls.

Structural Engineering services shall include construction documents with four (4) new pedestrian bridge designs and layouts at the above referenced bridge locations.

The 60% pedestrian bridge submittal will contain, the title, general notes, existing conditions, new pedestrian bridge layouts and project overview sheets, typical sections and details.

Deliverable: A 60% pedestrian bridge plan set will be submitted electronically via a signed and sealed 11x17 pdf plan set. An Opinion of Probable Cost will be included in the with the 60% Structural Plans in pdf format.

Performance Measure: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost:

Subtask 2: Pedestrian Bridge Design – 60% Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Contract Mgr. Structural EOR $130.41 56 $7,302.96 George F. Young Project Engineer $93.16 48 $4,471.68 George F. Young CADD Technician $63.00 76 $4,788.00 Fee $16,562.64

Total for Subtask 2: $16,562.64

Subtask 3: Permitting* Description: Provide Environmental Resources Permit (ERP) support, environmental input, and alternatives analysis. Depending on the final project alternatives and impacts the permit may be a general permit or an individual permit. The permit type will be determined by the overall wetland impacts.

Wetland impact avoidance and minimization will be used to avoid or minimize negative effects to wetlands, to the greatest extent possible. If necessary, wetland mitigation may be necessary depending on the final wetland impacts.

The permit process includes the following:

Pre-application meeting and agency coordination Wetland delineation (as per Part A above) Preliminary project assessment Alternatives analysis Avoidance and minimization of impacts

UMAM analysis and mitigation options Permit application and submittal to agencies Agency coordination and RAIs

The primary permitting agencies will be SWFWMD, USACE and Polk County. The USACE will be involved as the FDEP is the applicant. The USACE checklist PDC SPGP V-5, and the engineering form ENG Form 4345 will be completed and submitted to the USACE.

Participate in permitting meetings (3) with SWFWMD, USACE and Polk County Natural Resources Division (PCNRD) staff, and coordination with agency staff to assist in the preparation and submittal of the ERP, as needed.

Mitigation options to considered will include on-site or an approved agency(s) mitigation bank. Mitigation bank options and mitigation credit requirements for wetlands impacts will be researched as necessary.

The on-site mitigation options maybe possible depending on site impacts, permitting requirements and agency criteria. If on-site wetland compensation is not viable or feasible, mitigation credits will be considered through an approved mitigation bank. If wetland mitigation is needed, an approved mitigation bank would be the first option recommended.

Conduct wetland impact assessment and perform the Unified Mitigation Assessment Method (UMAM) analysis which involves the completion of the UMAM sheets for the affected project wetlands. The UMAM forms will be reviewed and require by SWFWMD.

A protected species survey and review and archaeological and historical file review through the State Historic Preservation Office (SHPO) may be requited.

Assessment of protected species and their habitats, on the subject property and coordination with US Fish and Wildlife Service (USFWS) and Florida Freshwater Wildlife Conservation Commission (FWC), if so necessary. The location of observed species habitats, nests or borrows will be documented, and a report with map(s) of the observed species and their habitats will be prepared. Recommendations for dealing with the protected species present during construction will be included in a Protected Species memorandum. Eagle nest # PS017, as identified by FWC, sits within the park’s boundaries. Any potential construction should take place outside of the 660 feet radius from the nest, and if not possible, construction activities should occur outside of the eagle breeding season.

Coordination with the Florida Division of Historic Resources, State Historic Preservation Officer (SHPO) to determine if known archaeological and/or historic sites are present. This coordination and file review should provide information about known cultural resources sites. However, it does not include a survey for undiscovered or unknown cultural resources, which may require a Cultural Resource Assessment Survey (CRAS). GFY can coordinate and manage this task, which would be conducted by a SHPO-qualified archaeological and historical firm.

Assumptions:

Permitting for this project will involve SWFWMD, Polk County and the USACE. The FDEP and Polk County should have negligible involvement.

The plan is to avoid impacts to all natural resources at the park, and therefore avoid the necessity to do any major permitting, i.e., an individual ERP.

This will be determined by the design of the new proposed concrete bridges.

General permits from SWFWMD, and Nationwide and/or State Programmatic General permits from the USACE are expected.

However, depending on the specifics of bridge location this may vary.

UMAM analysis may be necessary and require approval through the SWFWMD and the USACE permitting process, if there are impacts.

Polk County will review UMAM scores during their review process.

It is expected that some reconciliation regarding the project and potential wetland impacts maybe necessary between the agencies.

Alternative analysis and avoidance and minimization of wetland impacts will be pivotal to preclude the need for mitigation.

No on-site wetland mitigation is anticipated. If wetland impacts require mitigation, the wetland compensation will be conducted in a mitigation bank.

No protected species or critical habitat should be affected by the proposed project.

There are no eagle’s nest close to the proposed bridges. However, this will be confirmed during the design phase. Therefore, there will be no impact to the eagle, hatchlings or any nest, regardless of the time of construction.

There is an eagle nest, SUO21, near Mabel in the north near SR 50, and two other nests, PO911 and PO173, close to Polk City off of I-4 in the south. However, none of the three are close to the proposed bridge projects to be a cause for concern.

No impacts to any cultural resources, archaeological or historic, are anticipated.

Subtask 3A – Environmental Permitting: SWFWMD*

Description: Provide Environmental Resources Permit (ERP) support and environmental input. Depending on the final project alternatives and impacts, the permit may be a general permit or an individual permit.

The permit type will be determined by the overall wetland impacts. Wetland avoidance and minimization will be considered to avoid or minimize negative effects to wetlands, to the greatest extent possible. If necessary, UMAM analysis and wetland mitigation may be necessary depending on the final wetland impacts.

GFY will prepare and submit an Environmental Resource Permit application through the Southwest Florida Water Management District, as needed. This task includes correspondence with agency staff and response to a Request for Additional Information, if needed. This task includes a species review if required by the FWC as a commenting agency.

Deliverable: Consultant will prepare permit application in PDF format to the FDEP project manager.

Fixed Price Cost 3A: Manhour Summary

Subtask 3A: Environmental Permitting - SWFWMD Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost

George F. Young Chief Scientist $126.39 55 $6,951.45 George F. Young Environmental Scientist $108.00 72 $7,776.00 Fee $14,727.45

Reimbursable Cost 3A: SWFWMD

SWFWMD $1100.00*

Postage $25.00 Printing 30-40 pages ($25.00 estimate) Overnight Travel N/A Mileage (@ $0.445 per mile) N/A Reimbursable Total Cost $1150.00

Total for Subtask 3A: (Fixed Price Cost + Reimbursable Cost) $15,877.45

Subtask 3B – Environmental Permitting: USACE*

Description: Provide Environmental Resources Permit (ERP) support and environmental input. Depending on the final project alternatives and impacts, the permit may be a general permit or an individual permit.

The permit type will be determined by the overall wetland impacts. Wetland avoidance and minimization will be considered to avoid or minimize negative effects to wetlands, to the greatest extent possible. If necessary, UMAM analysis and wetland mitigation may be necessary depending on the final wetland impacts.

GFY will prepare and submit a permit application through the US Army Corps of Engineers, as needed.

This task includes correspondence with agency staff and response to a Request for Additional Information, if needed. This task includes a species review if required by the FWC as a commenting agency.

Deliverable: Consultant will prepare permit application in PDF format to the FDEP project manager.

Fixed Price Cost 3B: Manhour Summary

Subtask 3B: Environmental Permitting - USACE Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Chief Scientist $126.39 24 $3,033.36 George F. Young Environmental Scientist $108.00 40 $4,320.00 Fee $7,353.36

Reimbursable Cost 3B: USACE

USACE $850.00*

Postage $25.00 Printing 30-40 pages ($25.00 estimate) Overnight Travel N/A Mileage (@ $0.445 per mile) N/A

Reimbursable Total Cost $900 *permit fees are an estimate

Total for Subtask 3B: (Fixed Price Cost + Reimbursable Cost) $8,253.36

The following services are not included in this proposal:

1. The design of on-site wetland mitigation.

2. The preparation of a Cultural Resources Assessment Survey (CRAS).

3. The permitting and relocation of gopher tortoises or other protected species that may occur on the site and require permitting and relocation services through the regulatory agencies (USFWS and FWC).

4. Bridge hydraulic modeling is excluded.

5. No Reimbursable Costs are assumed for Polk County permitting.

Subtask 4: 90% Structural Plans* Description: Please refer to the description outlined in Subtask 2 for the overall engineering description.

90% plans will progress and finalize structural design items as well as provided final plan and detail editing.

Also, any FDEP comments from the 60% review will be addressed in this subtask.

Deliverable: A 90% pedestrian bridge plan set will be submitted electronically via a signed and sealed 11x17 pdf plan set within 2 months of receipt of 60% plans FDEP comments with the appropriate revisions.

An Opinion of Probable Cost will be included in the with the 90% Structural Plans in pdf format.

Performance Measure: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost:

Subtask 4: Pedestrian Bridge Design – 90% Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Contract Mgr. Structural EOR $130.41 24 $3,129.84 George F. Young Project Engineer $93.16 20 $1,863.20 George F. Young CADD Technician $63.00 32 $2,016.00 Fee $7,009.04

Total for Subtask 4: $7,009.04

Subtask 5: 100% Structural Plans* Description: Please refer to the description outlined in Subtask 3 for the overall engineering description.

100% plans will incorporate last comments, refined details, any detailed plans sheets necessary for constructability concerns, and specifications package.

Deliverable: A 100% pedestrian bridge plan set and Specifications Package will be submitted electronically via a signed and sealed 11x17 pdf plan set within 90 days of receipt of 90% plans FDEP comments with appropriate revisions made. All relevant .dwg CAD files will be sent with the 100% submittal. An Opinion of Probable Cost will be included in the with the 100% Structural Plans in pdf format.

Fixed Price Cost:

Subtask 5: Pedestrian Bridge Design – 100% Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Contract Mgr. Structural EOR $130.41 16 $2,086.56 George F. Young Project Engineer $93.16 16 $1,490.56 George F. Young CADD Technician $63.00 16 $1,008.00 Fee $4,585.12

Total for Subtask 5: $4,585.12

Subtask 6: Preconstruction Administration Services* Description: Construction Administration Services are outlined below in two subphases; bidding assistance and construction phase services.

Subtask 6A - Bidding Assistance: Bidding assistance will be provided through responding to RFI’s and attendance at one pre-construction meeting.

Deliverable 6A: To be provided in correspondence with the FDEP representatives via phone calls, carbon copied email correspondence with outside entities, i.e. contractor. A correspondence log will be updated upon coordination tasks and submitted to FDEP in a pdf format.

Performance Measure 6A: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 6A:

Subtask 6A: Bidding Assistance Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Contract Mgr. Structural EOR $130.41 16 $2,086.56 George F. Young Project Engineer $93.16 16 $1,490.56 Fee $3,577.12

Subtask 6B – Preconstruction Site Visit: One site visit will be provided prior to the commencement of construction. GFY will meet with representatives for the general contractor and FDEP on site to discuss preconstruction items.

Deliverable 6B: A preconstruction site visit report that includes discussion items from attending parties will be submitted electronically within 7 days of site visit.

Performance Measure 6B: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 6B:

Subtask 6B: Preconstruction Site Visit

Firm Name Position Classification Hourly Rate Hours Total Fixed

George F. Young Contract Mgr. Structural EOR $130.41 8 $1,043.28 George F. Young Project Engineer $93.16 8 $745.28 Fee $1,788.56

Total for Subtask 6: $5,365.68

Subtask 7A/7B/7C/7D: Structural Interim Site Visits*:

Milestone site visits will be provided for each bridge to be replaced and is limited to the following number of visits. Each site visit will be made at an appropriate stage of construction to observe the progress and quality of construction.

- Structural Site Visits: 4 total o Subtask 7A: Wooden Bridge #1 o Subtask 7B: Wooden Bridge #6 o Subtask 7C: Wooden Bridge #7 o Subtask 7D: Wooden Bridge #8

Deliverable 7A: To be provided in updates to the correspondence log. The correspondence log will be updated with site visit recaps and submitted to FDEP in a pdf format.

Performance Measure 7A: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 7A:

Subtask 7A: Structural Site Visit Bridge #1 Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Contract Mgr. Structural EOR $130.41 8 $1,043.28 Fee $1,043.28

Deliverable 7B: To be provided in updates to the correspondence log. The correspondence log will be updated with site visit recaps and submitted to FDEP in a pdf format.

Performance Measure 7B: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 7B:

Subtask 7B: Structural Site Visit Bridge #6 Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost

Deliverable 7C: To be provided in updates to the correspondence log. The correspondence log will be

Performance Measure 7C: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 7C:

Subtask 7C: Structural Site Visit Bridge #7 Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost

Deliverable 7D: To be provided in updates to the correspondence log. The correspondence log will be

Performance Measure 7D: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 7D:

Subtask 7D: Structural Site Visit Bridge #8 Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost

Total for Subtask 7: $4,173.12

Subtask 8: Construction Administration Services* Description: Construction Administration Services are outlined below in two subphases; request for information (RFI) and submittal review and substantial completion.

Subtask 8A – RFI and Submittal Review: Construction administration tasks will be provided and is limited answering RFI’s and submittal review. Required construction submittals will be included in the construction documents. No materials testing or CEI is included in this scope or fee. To be provided in correspondence with the FDEP representatives via phone calls, carbon copied email correspondence with outside entities, i.e. contractor.

Deliverable 8A: A correspondence log will be updated upon coordination tasks and submitted to FDEP in a pdf format within 7 business days of each disciplines RFI’s or construction submittals.

Performance Measure 8A: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 8A:

Subtask 8A: RFI and Submittal Review Firm Name Position Classification Hourly Rate Hours Total Fixed

George F. Young Contract Mgr. Structural EOR $130.41 16 $2,086.56

George F. Young Project Engineer $93.16 24 $2,235.84 Fee $4,322.40

Subtask 8B – Substantial Completion: Substantial Completion tasks will be provided and is limited to one punch list site walk through.

Deliverable 8B: A correspondence log will be updated upon coordination tasks and submitted to FDEP in a pdf format within 7 business days of punch list site visit. Additionally, final certified as-builts will be provided to the FDEP and permitting agencies (for permits associated with this proposal for closeout) as needed.

Performance Measure 8B: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 8B:

Subtask 8B: Substantial Completion Firm Name Position Classification Hourly Rate Hours Total Fixed

Price Cost George F. Young Contract Mgr. Structural EOR $130.41 8 $1,043.28 George F. Young Project Engineer $93.16 12 $1,117.92 Fee $2,161.20

Total for Subtask 8: $6,483.60

Project Schedule:

Note, time frames are approximate and often depend on agency review timeframe for turnaround.

Activity Duration (Calendar Days from Start of Project) Subtask 1: Geotechnical Investigation

49 days

Subtask 2: 60% Plans 91 days (6 weeks from Subtask 2 completion)

Subtask 3: Permitting 119 days (Upon Subtask 2 FDEP conditional approval / review / necessary edits)

Subtask 4: 90% Plans 133 days (allows 2 weeks of Subtask 2 FDEP review, 4 weeks for GFY turnaround)

Subtask 5: 100% Plans / Specifications Package

161 days (allows 2 weeks of Subtask 4 FDEP review, 2 weeks for GFY turnaround)

Subtask 6: Preconstruction Administration Services

21 days

Subtask 7: Interim Site Visits 0 days (Site visits will be scheduled and will take place during Construction Administration Phase)

Subtask 8: Construction Administration Services

No more than 252 days from 100% plan approval (Not to exceed hours specified above)

Summary of Fees:

Subtask Subtask Fixed Price Cost Subtask Reimbursable

Subtask 1: Geotechnical Investigation $30,684.40 $ Subtask 1 Geotechnical Investigation Subtotal $30,684.40

Subtask 2: 60% Plans $16,562.64 $ Subtask 2 60% Plans Subtotal $16,562.64

Subtask 3A: Environmental Permitting

SWFWMD

$14,727.45 $1,150.00

Subtask 3B: Environmental Permitting

USACE

$7,353.36 $900.00

Subtask 3 Permitting Subtotal $24,130.81

Subtask 4: 90% Structural Plans $7,009.04

Subtask 4 90 % Plans Subtotal $7,009.04

Subtask 5: 100% Structural Plans $4,585.12

Subtask 5 100% Plans Subtotal $4,585.12

Subtask 6A: Bidding Assistance $3,577.12

Subtask 6B: Preconstruction Site Visit $1,490.56

Subtask 6: Preconstruction Administration Services $5,365.68

Subtask 7A: Bridge #1 $1,043.28

Subtask 7B: Bridge #6 $1,043.28

Subtask 7C: Bridge #7 $1,043.28

Subtask 7D: Bridge #8 $1,043.28

Subtask 7: Structural Interim Site Visits $4,173.12

Subtask 8A: RFI and Submittal Review $4,322.40

Subtask 8B: Substantial Completion Site Visit

$2,161.20

Subtask 8 Construction Administration Subtotal $6,483.60 Total Fixed Price Cost: $96,944.41

Total Reimbursable Cost: $2,050.00

Overall Total Cost: $98,994.41

Payment will be made upon approval of deliverables for each subtask by the FDEP in the amount specified.