Florida Department of Environmental Protection

TASK ASSIGNMENT NOTIFICATION FORM

Required Signatures: Adobe Signature

FDEP Contract No.: Task Assignment No.: Owner’s Name: Project No.:

Project Location: Project Name:

Consultant Name:

Consultant Representative: Phone: Email:

FDEP Contract Manager: Phone: Email:

Description of Task:

Project Manager:

Schedule Start Date: Fixed Price Cost:

Completion Date: Cost Reimbursement not to exceed:

Total Task Amount:

Approval Signatures:

Budget Representative, FDEP Signature Date

Project Manager, FDEP Signature Date

Contract Manager, FDEP Signature Date

Consultant Signature Date

Contract Authority, FDEP Signature Date

Project # Grant # Org Code Cat/Year Fund Module Object Code EO Amount

29 digit FLAIR Code: Total:

CN200 22 FDEP 61544C

Culvert & Road Repair

George F. Young, Inc.

Jonathan Langston, P.E. (727) 822-4317 jlangston@georgefyoung.com

Ralph Perkins or successor (850) 245-2460 Ralph.Perkins@FloridaDEP.gov

Provide engineering and construction administration services for the pavement rehabilitation and drainage structure replacement on the entrance road in Silver Springs State Park, per attached proposal dated September 25, 2023.

Terry McCullum, Jr. or successor

Upon Execution $ 57,382.30 Contract End Date $ 975.00

$ 58,357.30

Tamika Bass Tamika Bass Digitally signed by Tamika Bass Date: 2023.10.10 09:47:17 -04'00'

Terry McCullum, Jr. Terry McCullum Jr.

Digitally signed by Terry McCullum Jr.

Date: 2023.10.10 12:10:09 -04'00'

Ralph Perkins Ralph M Perkins Digitally signed by Ralph M Perkins Date: 2023.10.10 15:45:12 -04'00'

Jonathan Langston, P.E. Jonathan C Langston Digitally signed by Jonathan C Langston Date: 2023.10.11 11:28:05 -04'00'

Michael W. Foster Jr., P.E. Michael W. Foster Jr., P.E.

Digitally signed by Michael W.

Foster Jr., P.E.

Date: 2023.10.12 14:15:48 -04'00'

61544C 37503000203 080039/24 675002 U3200 131500 XR $ 58,357.30

$ 58,357.30

Silver Springs State Park integrity | quality | service

September 25, 2023

Terry L McCullum Jr.

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

RE: CN200 – George F. Young Task Assignment Number 22

Silver Springs State Park – Culvert and Road Repair

Dear Mr. McCullum, For your review, George F. Young Inc. has provided a proposal summary and man-hour documentation for professional surveying and engineering services for the pavement rehabilitation and drainage structure replacement on NE 29th Place in Silver Springs State Park, purposed to improve the pavement durability and alleviate the recurring maintenance concerns of the park.

This scope reflects our previous meeting held on August 10, 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, Jonathan Langston, PE Vice President, Engineering

Culvert & Road Repair

Silver Springs State Park

DEP Agreement Number CN200, Task Assignment Number 20

Subtask 1: Survey

Subtask 1A: Topographic Survey including Lift Station Measurements

Description: GFY proposes to perform a detailed topographic survey of the existing ground to include Entrance roadway to Silver Springs State Park from Highway 40 the apparent intersection of the park parking lots. Limits will be taken from 5’ outside the edge of pavement on either side of the road, excluding the full location of the brick sign work at the entrance. Features to be located include but are not limited to: pavement, ornamental trees, utility evidence, natural ground/ banks, storm structures, storm headwalls, pipe inverts as available.

Survey – Entrance Roadway

Includes topographic survey of the areas discussed in the field with FDEP. The topographic shots are to be along the anticipated alignment discussed in the field, 5’ outside of the pavement on either side of the entrance.

Lift station information will include a rim elevation, rim diameter, inflow invert elevation and pipe size, bottom of structure elevation and outflow top of PVC pipe elevation and size.

Deliverable: Survey deliverables will include an electronically signed and sealed topographic survey on 24x36 sheets in pdf format and .dwg CAD files. Paper copies can be provided upon request.

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

Fixed Price Cost: Man-hour Summary

Total for Subtask 1: $6,020.40

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

George F. Young Professional Surveyor & Mapper (Surveyor Manager) $105.00 5.00 $525.00 George F. Young Field Crew (2-Person) $70.59 60.00 $4,235.40 George F. Young CADD Technician $63.00 20.00 $1,260.00 Fee $6,020.40

Subtask 2: Geotechnical Engineering Description: We understand the subject site is relatively flat and easily accessible to truck mounted coring equipment. It is also our understanding and the basis of this proposal that traffic in the area is minimal such that the work may be completed safely exclusively with cones and signs with respect to traffic control.

The project site is located at the Silver Springs State Park in Silver Springs, Florida. The project consists of pavement improvements along NE 29th Place.

PSI proposes to perform the following services as part of the requested subsurface exploration program:

Underground Utility Clearance:

As required by law, PSI will contact “Sunshine One-Call” service to obtain underground public utility clearance. The underground utility clearance outside of the public domain is normally not addressed by the Sunshine One-Call system. PSI will not be held responsible for damages to private subsurface utilities.

If desired, PSI may obtain the services of a private utility locator, for an additional fee.

Subsurface Exploration PSI will perform a total of two pavement cores within the undisturbed roadway pavements adjacent to each reported location of distress (one at each location) followed by hand auger borings through the subgrade soils below and extended to depths up to 6 feet below the existing ground surface or to auger refusal, whichever is observed first. Upon encountering the roadway subgrade, the borings will be advanced by means of a manual post hole auger with samples collected and Dynamic Cone Penetrometer (DCP) test readings taken at regular 1-foot intervals until boring termination.

In addition, a total of four (4) hand auger borings will be performed along the Northeast 29th Place grassed right-of-way to depths up to 6-feet below the existing ground surface. Within each location, samples will be collected at regular 1-foot intervals until boring termination depth is reached or auger refusal conditions are encountered, whichever is observed first.

Encountered groundwater depths during drilling will be documented as part of the subsurface exploration work. The boring locations will be selected by estimating distances from features identified on the plans provided. The actual locations of the borings will ultimately depend on underground/overhead utility clearance and/or accessibility.

Upon completion of the borings the resulting boreholes will be backfilled with soil cuttings with any excess cuttings spread across the site.

Laboratory Testing Representative soil samples obtained during the field exploration program will be transported to our laboratory in Pensacola, Florida for visual classification and to perform a limited number of engineering properties tests. The nature and extent of the laboratory testing program will be dependent upon the subsurface conditions encountered during the field exploration program. Specific laboratory testing for this project will be determined once we have completed the field exploration phase of services, as well as the visual logging and classification of the samples obtained.

Reporting and Engineering Evaluations We will review the data from the field /laboratory to assess the impact of the prevailing subsoil conditions on the planned construction. The results of our work will be transmitted to you in a letter report that will include the factual data from the field and laboratory. The data will be reviewed by one of our geotechnical engineers with report prepared under the direction of one of PSI’s Chief Engineers or Principal Consultants. This report will include the following:

A plan of the site showing the approximate locations of the soil borings.

Logs of the exploratory borings, which will include the USCS soil classifications, brief soil descriptions and groundwater levels noted at the time of drilling. The profile logs will include measurement pavement asphalt and base-course material types and thicknesses where applicable.

General location and description of potentially deleterious materials encountered in the borings which may interfere with construction progress, including apparent existing fills or surficial organic materials. Recommendations for delineation of such materials will be provided, if applicable.

A brief geotechnical discussion related to the encountered shallow subsurface conditions revealed from our exploratory borings as they relate to the project.

The report will address site preparation options for dealing with the encountered subsurface conditions to allow for the construction of the new fill and concrete apron pavement. Electronic copies of the reports will be sent upon completion of our services. Up to two paper copies of the reports can be provided upon request.

Deliverable: The results of the field exploration and engineering analysis will be presented in electronically provided geotechnical engineering report in PDF format. 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, Fixed Price Cost: Man-hour Summary

Total for Subtask 2: $4,722.40

Firm Name Position Classification Unit Rate Units Unit Type

Total Fixed Price Cost

PSI Intertek Chief Engineer $189.00 1 Hours $189.00 PSI Intertek Professional Engineer $134.25 2 Hours $268.50 PSI Intertek Engineer Intern $77.88 8 Hours $623.04 PSI Intertek Draftsperson/CAD $75.00 4 Hours $300.00 PSI Intertek Clerical $50.70 1 Hours $50.70 Fee

Subtask 2: Geotechnical Engineering - Engineering Services

$1,431.24

Firm Name Position Classification Unit Rate Units Unit Type

Total Fixed Price Cost

PSI Intertek 98 Pavement Coring $461.00 1 Each $461.00 PSI Intertek 99 Pavement Coring without Mobilization $161.00 1 Each $161.00 PSI Intertek 100 Truck/MB & 2 Person Crew $198.00 6 Hours $1,188.00

PSI Intertek 147 Engineer Intern (Project Management - Field Activities) $77.88 6 Hours $467.28

PSI Intertek 105 Full Grad Grain Analysis $85.00 6 Each $510.00 PSI Intertek 106 Single Sieve Grain Analysis $35.00 2 Each $70.00 PSI Intertek 104 Natural Moisture Content $12.00 8 Each $96.00 PSI Intertek 108 Organic Content $40.00 2 Each $80.00 PSI Intertek 110 Liquid Limit $45.00 2 Each $90.00 PSI Intertek 109 Plastic Limit $45.00 2 Each $90.00

PSI Intertek 147 Engineer Intern (Visual Classification & Laboratory Assignment) $77.88 1 Test $77.88

Fee $3,291.16

Subtask 2: Geotechnical Engineering - Field & Lab Services

Subtask 3: Limited NESHAP Asbestos Renovation Survey and Lead-Based Paint (LBP) Testing

Description 3: The testing is limited to materials/areas associated and accessible with the pipe replacement renovation project. It is also understood that limited areas consist of the roadway and drain areas but that the pipe which is underground and not accessible are not a part of this survey and may need to be tested once uncovered under a separate project.

PSI understands that the project consists of performing a limited NESHAP asbestos renovation survey and

LBP testing associated with the pipe replacement renovation project. All remaining structures within the

Silver Springs State Park are not a part of this project. This limited survey proposed by PSI is intended to meet the NESHAP and any Marion County Code requirements for limited renovation.

Reports shall be reviewed by a Florida Licensed Asbestos Consultant. The final summary reports are intended for the sole use of the client and no warrants or claims are made for use beyond that described herein. CAD drawings and photographs are not included as part of this survey. If the client provides PSI with a floor plan of the buildings, the inspector will place sample locations as a part of the survey.

Otherwise, the inspector will provide a field drawing with sample locations.

SCOPE OF LIMITED ASBESTOS SERVICES

An on-site survey of exposed and accessible building materials will be conducted by a team of U.S.

Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) accredited inspectors. The inspectors will list materials found hat are suspected of containing asbestos and give a detailed description of their location. Any suspect materials found to be significantly damaged as defined by EPA will also be noted.

PSI will review all past reports, specifications, drawings, and other documents provided by the owner that would assist in identifying the suspect materials associated with the eight structures. This may also include interviewing maintenance personnel, State Park operations personnel or owners for their knowledge.

Limited Samples of building materials expected to be impacted/disturbed during the pipe replacement renovations will be collected according to EPA guidelines, which dictate the number and location of samples to be collected. PSI will attempt to sample damaged areas and areas that are least visible. This survey is limited to the suspect asbestos materials expected to be impacted in associated with the pipe replacement project. Please note, roofing materials will not be sampled as a part of this project.

It is anticipated that up to 30 asbestos samples (each sample collected includes laboratory analysis of up to two layers per sample; additional layers are considered an additional sample) will be collected and analyzed as a part of this project.

Patching and/or restoring of sample locations is not within the scope of work: PSI shall collect representative samples of each homogeneous area of suspect ACM by coring through the material to the base substrate. PSI shall collect samples as required by applicable regulations for the determination of asbestos content. Sample locations shall be randomly chosen to the extent possible; however, PSI shall preferentially collect samples from hidden or obscure locations. Additionally, PSI shall attempt to collect samples from areas of pre-existing damage.

The asbestos report will be reviewed by a Florida Licensed Asbestos Consultant. The final report is intended for the sole use of the client and no warrants or claims are made for use beyond that described herein.

Limited Lead-Based Paint Testing and Analytical Methodology

PSI will provide an experienced and EPA-certified Lead Inspector/Risk Assessor or trained PSI technician in the use of the X-ray Florescence (XRF) to conduct Lead-Based Paint testing. The Scope of the limited work for the Lead-Based Paint Inspection will include the use of an Heuresis, Pb200i, XRF Lead Paint

Analyzer to test only the building components to be impacted for the presence of lead-based paints. PSI understands that the client has requested only representative testing of areas to be impacted during renovations and that the HUD protocol is not a requirement for this project.

Our Inspector/Risk Assessor or trained PSI inspector in the use of the XRF will use an Heuresis, Pb200i

XRF Lead Paint Analyzer to determine if lead-based paints are present in association with the electrical/plumbing renovation areas to be impacted of the eight structures. The inspector will check the areas such as walls, ceilings, doors, door jams, windows, windowsills, floors, stairs, piping, ladders, railings, etc. As requested by the client, only measurements of random components will be tested from each interior and exterior painted surface expected to be impacted/disturbed during the electrical/plumbing renovations.

Client Responsibilities

It is the responsibility of the client to ensure the following in order to facilitate the efficient provision of the proposed services:

Construction documents, past survey reports, or other prior asbestos sampling data (if available).

As-built drawings of the facilities, prior to arriving at the site (if available).

An escort familiar with the property must be made available during the PSI inspection. In lieu of an escort, access to all areas of the structures, including those locations where mechanical system components are accessible, must be made available to PSI.

FDEP must provide safe and acceptable access to all areas of the building to be sampled. A revision to the professional fees proposed will apply if any areas of the Silver Springs State Park project are not accessible at the time of the survey and PSI is required to utilize an additional mobilization or wait to access areas.

Deliverable 3: Following completion of the field portion of the survey, one (1) electronic copy of the final report will be delivered to the client. This report will contain the detailed results of materials observed, sampling activities, and material quantification.

Performance Measure 3: Deliverables will be reviewed by the Department to confirm they are complete, Fixed Price Cost 3: Man-hour Summary

Total for Subtask 3: $2,712.14

PSI Item #0147: Engineer Intern /Geologist $77.88 2.00 $155.76 PSI Item #0150: Senior Technician $54.75 13.00 $711.75 PSI Item #0147: Engineer Intern /Geologist $77.88 12.00 $934.56 PSI Item #0149: Clerical $50.70 2.00 $101.40 PSI Item # 0144: Senior Engineer $158.67 1.00 $158.67 Fee $2,062.14

Subtask 3: Asbestos / Lead Based Paint Services

Firm Name Position Classification Unit Rate Units Unit Type Total Fixed Price Cost

Asbestos PLM Lab Analysis $15.00 30.00 EA $450.00 Lead Based Paint XRF $200.00 1.00 EA $200.00

Fee $650.00

Subtask 3: Asbestos / Lead Based Paint Testing

Subtask 4: 90% Civil Plans Description 4: A site plan will be provided illustrating the roadway alignment and known storm network along and adjacent to NE 29th Place from south of the brick portion of the park entrance off E Silver Springs Blvd to the visible pavement joint leading to the parking lots, approximately 1,000 LF. It is understood that the civil scope of work is limited to pavement repairs that will likely include excavation and replacement of substandard soils, storm pipe replacement, and standard milling and resurfacing operations for the remainder of the pavement design. Although the lift station was located on the survey, the lift station design is not included in this scope of work.

It is not anticipated that any wetland impacts will be proposed as part of this work. Should pipe or structure replacement outside the limits of the roadway be required additional services may apply.

There is existing drainage infrastructure remaining from the water park previously occupying the site.

Some of this infrastructure is tied into the drainage network proposed to be replaced. Any work to this system outside the limits of the roadway is specifically excluded from this scope. Should any Authority Having Jurisdiction (AHJ) require work to be completed outside the limits of the roadway, additional services may apply.

No hydraulic/hydrologic modeling is anticipated for this work but can be added as an additional service if deemed necessary by the AHJ.

Deliverable 4: A 90% civil plans set will be submitted electronically via a pdf plan set.

Performance Measure 4: Deliverables will be reviewed by the Department to confirm they are complete, Fixed Price Cost 4: Man-hour Summary

Total for Subtask 4: $17,203.00

George F. Young Contract Mgr. Civil EOR $130.41 60.00 $7,824.60 George F. Young Project Engineer $93.16 40.00 $3,726.40 George F. Young Senior CADD Technician $78.00 24.00 $1,872.00 George F. Young CADD Technician $63.00 60.00 $3,780.00 Fee

Subtask 4: 90% Civil Plans

$17,203.00

Subtask 5: Permitting Description: Anticipated permitting tasks are outlined below for the St. Johns River Water Management District (SJRWMD), and local municipality (anticipated to be City of Ocala). Pre-application meetings will be scheduled by George F. Young upon project commencement.

Note, no permitting is included for County, City, or FDOT Access or Drainage as it is understood milling and resurfacing of the entrance connection is not proposed and stormwater runoff in the project limits maintains its historical flow away from municipal facilities. Should any permitting services be required beyond what is detailed below for SJRWMD, Marion County, or City of Ocala, additional design/permitting scope and fees can be handled as an addendum to this contract.

Subtask 5A: St. Johns River Water Management District (ERP Exemption)

It is assumed SJRWMD Environmental Resources Permit (ERP) related efforts will be limited to an exemption and therefore environmental input, wetland impact alternatives analysis, and other environmental or stormwater design-related efforts are specifically excluded.

Additional permitting/watershed modeling or drainage-related tasks beyond what is required for an exemption are not anticipated and are excluded.

Deliverable 5A: The permitting deliverables will be provided by the SJRWMD in their format and forwarded to FDEP in pdf format.

Performance Measure 5A: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost 5A: Man-hour Summary

Reimbursable Cost 5A:

SJRWMD Exemption $450.00*

Postage $25.00

Printing 30-40 pages ($25.00 estimate)

Overnight Travel N/A

Mileage (@ $0.445 per mile) N/A

Reimbursable Total Cost $500

Subtask 5B: Marion County / City of Ocala

Will complete a pre-application meeting to verify only a General Use Permit is required. A General

Use Permit is included with this scope of work. As is understood with the on-site improvements, the contractor is to provide Maintenance of Traffic (MOT) Plans. MOT Plans are not included in this scope and fee.

Deliverable 5B: The permitting deliverables will be provided by the County or City in their format and submitted to FDEP in pdf format.

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

George F. Young Contract Mgr. Civil EOR $130.41 24.00 $3,129.84 George F. Young Project Engineer $93.16 16.00 $1,490.56 Fee $4,620.40

Subtask 5A: St. Johns River Water Management District (Exemption)

Performance Measure 5B: Deliverables will be reviewed by the Department to confirm they are

Fixed Price Cost 5B:

Reimbursable Cost 5B:

Marion County / City of Ocala:

General Use

$400.00*

Postage $25.00

Printing 30-40 pages ($50.00 estimate)

Overnight Travel N/A

Mileage (@ $0.445 per mile) N/A

Reimbursable Total Cost $475.00

Total for Subtask 5: $9,470.52

*permit fees are an estimate

George F. Young Contract Mgr. Civil EOR $130.41 24.00 $3,129.84 George F. Young Principal Ecologist $126.39 0.00 $0.00 George F. Young Project Engineer $93.16 8.00 $745.28 Fee $3,875.12

Subtask 5B: Marion County / City of Ocala

Subtask 6: 100% Civil Plans Description: Please refer to the description outlined in Subtask 4 for the overall engineering description.

100% Civil Plans will refine the design to include more detailed grading, details, and incorporate any comments needed from the 90% plans review or permitting agencies. 100% Plans will include an Opinion of Probable Cost.

Deliverable 6: A 100% Civil Plan set will be submitted electronically via a signed and sealed pdf plan set.

An Opinion of Probable Cost will also be included in the 100% Plans deliverable in pdf format.

Performance Measure 6: Deliverables will be reviewed by the Department to confirm they are complete, Fixed Price Cost 6: Man-hour Summary

Total for Subtask 6: $11,447.52

George F. Young Contract Mgr. Civil EOR $130.41 48.00 $6,259.68 George F. Young Project Engineer $93.16 24.00 $2,235.84 George F. Young Senior CADD Technician $78.00 12.00 $936.00 George F. Young CADD Technician $63.00 32.00 $2,016.00 Fee $11,447.52

Subtask 6: 100% Civil Plans

Subtask 7: Construction Administration Services Description: Construction Administration Services are outlined below in two subphases; bidding assistance and construction phase services.

Subtask 7A - Bidding Assistance: Bidding assistance will be provided through responding to RFI’s and attendance at one pre-bid meeting by the Consultant Project Manager. A correspondence log will be provided for all communication (phone calls, carbon copied email correspondence) with the FDEP representatives and outside entities, i.e. contractor, taking place after acceptance of CD Plans and up to contractor selection. The correspondence log will be updated regularly and submitted to FDEP in a pdf format.

Deliverable 7A: A correspondence log will be updated upon coordination tasks and submitted to FDEP in a pdf format.

Performance Measure 7A: Deliverables will be reviewed by the Department to confirm they are

Fixed Price Cost 7A: Man-hour Summary

Subtask 7B – Preconstruction Coordination: Preconstruction coordination tasks will be provided starting once a contractor is selected and is limited to approving shop drawings and up to one preconstruction meeting to be attended by the Consultant Project Manager. To be provided in attendance and minutes for one preconstruction meeting by the Consultant Project Manager. A correspondence log will be provided for all communication with the FDEP representatives and contractor taking place after the Bidding Assistance Phase and up to Construction Commencement.

Deliverable 7B: The correspondence log will be updated regularly and submitted to FDEP in a pdf format.

Performance Measure 7B: Deliverables will be reviewed by the Department to confirm they are

Fixed Price Cost 7B: Man-hour Summary

George F. Young Contract Mgr. Civil EOR $130.41 16.00 $2,086.56 George F. Young Project Engineer - Civil $93.16 0.00 $0.00

Fee $2,086.56

Subtask 7A: Bidding Assistance

Firm Name Position Classification Hourly Rate Hours Total Fixed George F. Young Contract Mgr. Civil EOR $130.41 12.00 $1,564.92 George F. Young Project Engineer - Civil $93.16 0.00 $0.00

Fee $1,564.92

Subtask 7B: Preconstruction Coordination

Subtask 7C – Civil Interim Site Visits: Milestone Site Visits will be provided for this project for civil engineering and is limited to the following number of visits.

- Civil: 1 site visit o As needed, pipe excavation, fill, paving, on-site contractor meeting.

o As per FDEP protocol, if this is not needed, this will not be invoiced/billed.

Deliverable 7C: 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 7C: Deliverables will be reviewed by the Department to confirm they are

Fixed Price Cost 7C: Man-hour Summary

Total for Subtask 7C: $1,043.28

George F. Young Contract Mgr. Civil EOR $130.41 8.00 $1,043.28

Fee $1,043.28

Subtask 7C:Civil Site Visit

Subtask 7D – Substantial Completion: Substantial Completion tasks will be provided and is limited to answering RFI’s and one punch list site walk-through per discipline. 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., contractors.

Deliverable 7D: A correspondence log will be updated upon coordination tasks and submitted to FDEP in a pdf format within 7 business days of each discipline’s RFIs or 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 7D: Deliverables will be reviewed by the Department to confirm they are

Fixed Price Cost 7D: Man-hour Summary

Total for Subtask 7: $6,781.32

George F. Young Contract Mgr. Civil EOR $130.41 16.00 $2,086.56

George F. Young Project Engineer - Civil $93.16 0.00 $0.00

Fee $2,086.56

Subtask 7D: Substantial Completion

Project Schedule:

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

Summary of Fees:

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

Subtask 1A: Topographic and Boundary Survey 6,020.40$ -$

6,020.40$

Subtask 2: Geotech $4,722.40 -$

4,722.40$

Subtask 3: Asbestos / Lead Based Paint Professional Service 2,062.14$ -$

Subtask 3: Asbestos / Lead Based Paint Testing 650.00$ -$

Subtask 3: Asbestos / Lead Based Paint Services 2,712.14$

Subtask 4: Civil - 90% Plans 17,203.00$ -$

17,203.00$

Subtask 5A: Permitting (SWFWMD - ERP Exemption) 4,620.40$ 500.00$

Subtask 5B: Permitting (Marion County / City of Ocala) 3,875.12$ 475.00$

Subtask 5: Permitting Subtotal 9,470.52$

Subtask 6: Civil - 100% Plans 11,447.52$ -$

11,447.52$

Subtask 7A: Bidding Assistance 2,086.56$ -$ Subtask 7B: Preconstruction Coordination 1,564.92$ -$ Subtask 7C: Civil Site Visit 1,043.28$ -$ Subtask 7D: Substantial Completion 2,086.56$ -$

6,781.32$

Total Fixed Price Cost

Total Reimbursable Cost

Overall Total Cost

Silver Springs State Park

$57,382.30

$975.00

$58,357.30

Subtask 1: Survey Subtotal

Subtask 2: Geotech Subtotal

Subtask 4: Civil - 90% Plans Subtotal

Subtask 7: Construction Administration Subtotal

Subtask 6: Civil - 100% Plans Subtotal

Subtask Subtask Fixed

Price Cost Subtask

Reimbursable

Fee Summary