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:

CN304 14 FDEP 61334C

Weeki Wachee Springs State Park Theater Waiting Area Alterations

Greenman Pedersen, Inc.

Tim Stackhouse 850-297-2948 tstackhouse@gpinet.com

Alyssa Skehan 850-245-2781 Alyssa.Skehan@FloridaDEP.gov

Design and permitting services for the alterations to the theater waiting area at Weeki Wachee Springs State Park. See agreement dated 7/29/21 attached.

Richard J. Rowe or Successor

Upon Execution $ 40,682.40 12/31/22 $ 0.00

$ 40,682.40

Greg Turral Gregory Turral Digitally signed by Gregory Turral Date: 2021.08.24 16:46:47 -04'00'

Richard J, Rowe Richard J. Rowe Digitally signed by Richard J.

Rowe Date: 2021.08.24 16:59:17 -04'00'

Adam Wiman Adam Wiman Digitally signed by Adam Wiman Date: 2021.08.26 08:59:48 -04'00'

Tim Stackhouse Timothy Stackhouse

2021.08.27 13:48:50-04'00'

Michael W. Foster Michael W. Foster Jr.

Digitally signed by Michael W.

Foster Jr.

Date: 2021.08.30 11:36:06 -04'00'

61334C 37504000281 080039/21 675002 U3200 131500 XR $ 40,682.40

$ 40,682.40

Greenman-Pedersen, Inc. 1590 Village Square Boulevard Tallahassee, FL 32309 p 850.668.5211

An Equal Opportunity Employer

July 29, 2021

Mr. Richard Rowe

Project Manager

Bureau of Design and Construction

Department of Environmental Protection

O: 850-245-2695 C: 850-756-0107

Richard.j.rowe@dep.state.fl.us

RE: Request for Proposal – Weekie Wachee Observation Deck

Dear Mr. Rowe;

Greenman-Pedersen, Inc. (GPI) is excited to offer the attached scope of professional services for the above referenced project. The anticipated tasks associated with this proposal are outlined in Exhibit A, along with a corresponding fee.

We welcome your input and are happy to review this information with you to ensure that there is a complete understanding of the proposed work.

We genuinely appreciate the opportunity and look forward to the project’s successful completion.

Sincerely, Greenman-Pedersen, Inc.

Tim Stackhouse, PE

Senior Project Manager tstackhouse@gpinet.com

EXHIBIT “A”

Proposal for Redevelopment of a Covered Observation Deck

Contract Number CN304

Introduction: This proposal is for the design and permitting services associated with the reconstruction of an observation deck located at Weekie Wachee Springs State Park in Hernando County, FL. The state park is located at

6131 Commercial Way in Weekie Wachee, FL 34606 (Parcel ID R-Z SWM 17-0000-0030-0000). A detailed breakdown and description of individual task efforts is listed below.

GPI provide design and permitting services for replacing the observation deck overhanging Weekie Wachee Spring, at Weekie Wachee Springs State Park. The platform currently serves as a queuing area for customers waiting to enter the mermaid theatre for the upcoming show. The platform is currently cantilevered over the spring and has fallen into a state of disrepair over the years.

As discussed in the scoping meeting held on Tuesday April 27, 2021, the park wishes to reconstruct the deck, ideally without the cantilever overhanging the spring that currently exists as a cost saving effort. The park also wishes to cover the deck with an overhead hip-roof style pavilion or other pre-engineered covering.

GPI shall perform a special purpose survey for the project area as well as a structural investigation of the existing deck and its supporting concrete beam. GPI shall also coordinate a geotechnical investigation to ensure the structural integrity of the proposed design. For the purposes of this proposal, it is assumed that the proposed infrastructure will be limited to the size of the existing deck’s footprint, and therefore no additional stormwater permitting, civil site permitting, or design shall be required.

Task 1: Pre-Application Meeting Attendance

Description: GPI will arrange and attend a pre-application meeting with Hernando County. GPI shall also meet with

SWFWMD to determine the extent of permitting required based on the proposed activity. Finally GPI shall meet with the Department of State’s Division of Historical Resources. Meetings may be held in person, or digitally (Zoom, Teams, etc.).

Deliverables:

• Attendance of Hernando County Pre-Application Meeting

• Attendance of SWFWMD Pre-Application Meeting

• Attendance of Department of State DHR Pre-Application Meeting

• Meeting minutes for each meeting (electronic, pdf format)

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

Fixed Price Cost:

Task 1:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 0 $ -

GPI Senior Project Manager $ 177.18 15 $ 2,657.70

GPI Senior Engineer/EOR $ 147.29 5 $ 736.45

GPI Project Engineer III $ 92.24 0 $ -

GPI Civil Designer $ 76.28 0 $ -

GPI Clerical $ 83.23 0 $ -

Subtotal for Task 1: $ 3,394.15

Task 2: Conceptual Structure Selection

Description: GPI shall assist FDEP with coordination with suppliers of pre-engineered structures and provide recommendations to the Client for appropriate overhead structures covering the new deck area. The intent of this task is to identify a structure that will establish the basis for structural design of the deck. For the purposes of this proposal, GPI assumes a pre-engineered structure shall be selected since this will likely be the most economical solution for the Client.

Please note that the assessment is limited to what is visible at the time of the site visit. Unknown conditions at the time of construction may result in additional design and construction tasks which are not covered by this scope or estimate.

• 1 pre-engineered product selection, with manufacturer’s cost estimate. (electronic, pdf format)

Performance Measure:

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

Task 2:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 0 $ -

GPI Senior Project Manager $ 177.18 4 $ 708.72

GPI Senior Engineer/EOR $ 147.29 4 $ 589.16

GPI Project Engineer III $ 92.24 0 $ -

Subtotal for Task 2: $ 1,297.88

Task 3: Structural Inspection

Description: GPI shall perform a structural inspection on the existing infrastructure, including the concrete beam spanning the length of the deck. GPI shall evaluate the condition of the concrete beam, and the steel cantilevers, and determine what portions may be able to remain as the foundation of the existing structure, and what must be removed. It is assumed this concrete beam is also the top of a sheet pile wall. GPI shall inspect this beam and existing retaining wall to ensure that it is acceptable to support new construction.

• Memo of structural analysis (Electronic, pdf format)

Task 3:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 0 $ -

GPI Senior Project Manager $ 177.18 2.5 $ 442.95

GPI Senior Engineer/EOR $ 147.29 8 $ 1,178.32

GPI Project Engineer III $ 92.24 8 $ 737.92

Subtotal for Task 3: $ 2,359.19

Task 4: Geotechnical Services

Description: GPI shall utilize AREHNA Engineering for Geotechnical Services. The purpose of their geotechnical study is to obtain information on the general subsurface conditions at the project site. The subsurface materials encountered will then be evaluated with respect to the available project characteristics. In this regard, engineering assessments for the following items will be formulated:

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

• Identification of the existing ground water levels and estimated normal seasonal high ground water fluctuations.

• Provide general recommendations regarding site suitability for construction for each portion of the property.

The following services will be performed to achieve the above-outlined objectives:

• Request state required utility location services from Sunshine811 which requires 48 hours for the utility member to mark or clear the site of known utilities.

• Perform two Standard Penetration (SPT) borings to depths of up to 30 feet below the existing ground surface. Borings are to terminate as lime rock is encountered. Samples will be collected, and Standard Penetration Test resistances will be measured continuously for the top ten feet and at approximate intervals of five feet thereafter. Upon completion, the boreholes will be backfilled with cement grout. Borings are expected to be terminated as soon as lime rock is encountered.

• Perform two hand auger borings with Dynamic Cone Penetrometer’s (DCPs) or Push Cone Penetrometer’s

(PPTs) (to record relative soil density) extending to a maximum depth of 6 feet. The hand auger borings will be performed along the top of the channel bank that is not accessible for the drill rig. The boreholes will be backfilled with soil cuttings upon completion.

• Complete one manual shallow test pit excavation on a concrete slab foundation to measure and examine the footing.

• The depth of any standing water will be recorded in the areas of the borings and depth of water table (if encountered) within the boreholes will be recorded.

• Visually classify and stratify soil samples in the laboratory using the Unified Soil Classification

System and conduct a laboratory testing program on representative samples, as appropriate.

• Letter report the results of the field exploration and engineering analysis with general geotechnical recommendations for the proposed construction. The results of the subsurface exploration will be presented in a written report signed and sealed by a professional engineer specializing in geotechnical engineering.

• Geotechnical Report of findings (electronic, pdf format)

Task 4:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

AREHNA Staff Engineer $ 86.41 12 $ 1,036.92

AREHNA Project Engineer $ 89.43 3 $ 268.29

AREHNA Senior Project Engineer $ 140.94 3 $ 422.82

AREHNA Principal Engineer $ 180.30 0 $ -

AREHNA

Senior Engineering

Technician $ 51.99 2 $ 103.98

AREHNA CAD Operator $ 66.78 3 $ 200.34

AREHNA Secretary $ 55.55 1.25 $ 69.44

GPI Senior Project Manager $ 177.18 2 $ 354.36

Field Services QTY Rate Units Subtotal

Geo Drill Crew Support

Vehicle 1 $ 150.00 Project $ 150.00

Geo Grout Boreholes 0-50ft 60 $ 5.75 Day $ 345.00

Geo Hand Augur with DCP 12 $ 25.00 Feet $ 300.00

Geo SPT Truck/Mud Bug 0-

50ft 60 $ 14.00 Feet $ 840.00

Mobilization 1 $ 600.00 Feet $ 600.00

Laboratory Services QTY Rate Units Subtotal

Soils Liquid Limit 1 $ 60.00 Test $ 60.00

Soils Finer than 200 Sieve 3 $ 45.00 Test $ 135.00

Soils Moisture Content 3 $ 15.00 Test $ 45.00

Soils Plastic Limit 1 $ 80.00 Test $ 80.00

Subtotal for Task 4: $ 5,011.15

Task 5: Survey Services

Description: GPI will obtain a special purposes survey of the project area extending 10’ beyond the existing structure boundary in the proposed project areas. The proposed project area is anticipated to extend to the limits of the existing deck, as the project assumes that the post development footprint will be equal to or smaller than the existing deck’s footprint. The project will not provide a boundary survey. Survey drawings will establish horizontal control in the Florida State Plan Coordinate System and vertical control will be established locally.

• Project Specific Survey (Electronic, pdf format)

• Digital Version of CAD survey

Task 5:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI PSM Project Manager $ 135.90 2 $ 271.80

GPI PSM Surveyor $ 115.50 3 $ 346.50

GPI Survey Technician II $ 86.75 19 $ 1,648.25

GPI 2-Person Field Crew $ 112.50 20 $ 2,250.00

GPI Senior Project Manager $ 177.18 3.5 $ 620.13

GPI Clerical $ 83.23 1 $ 83.23

Subtotal for Task 5: $ 5,219.91

Task 6: 90% Engineering Plans

Description: Preparation of 90% building plans to include Cover Sheet, Construction Notes, Existing Conditions, Demolition/Erosion Control, Structural Design Plans, Electrical and photometric plans, and Construction Details applicable to the proposed development. The 90% plans shall be based on the final conceptual structure selection approved by the Client in Task 2.

This task assumes that the existing concrete beam is in a condition sufficient for supporting the new deck and overhead structure, and that no site plan or environmental permitting is required for the redevelopment of the structure.

As it is anticipated that a pre-engineered structure shall be selected. This task includes coordination with the supplier to provide a suitable foundation for the structure.

• 90% Plan Set in PDF format (electronic, pdf format)

• Design Documentation in PDF Format (electronic, pdf format)

Task 6:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 1 $ 197.34

GPI Senior Project Manager $ 177.18 8 $ 1,417.44

GPI Senior Engineer/EOR $ 147.29 18 $ 2,651.22

GPI Project Engineer III $ 92.24 16 $ 1,475.84

GPI Civil Designer $ 76.28 52 $ 3,966.56

GPI Clerical $ 83.23 2 $ 166.46

Subtotal for Task 6: $ 9,874.86

Task 7: Permitting

Description: This task assumes that the contractor will apply for the building permit. It is anticipated that the County will have comments during this permitting process, and this task includes 2 reasonable responses to RAI’s. This task assumes no additional disturbance to the flood zones or wetlands located onsite, and therefore no coordination with FEMA or the ACOE. This task also assumes that the proposed structure will occupy the same (or lesser) footprint, and will therefore not require Civil Site Plan permitting, environmental permitting, or permitting with the water management district. A diagrammatic site plan is expected to be required for building permitting.

It is anticipated that the Hernando County Building Permit fee shall be paid by the contractor when the permit is picked up.

• Preparation and electronic submittal of Hernando County Building Permit Application forms and supporting documentation in PDF format.

• Provide written responses and plan revisions necessary to accommodate Hernando County permitting

Comments

Fixed Cost Price:

Task 7:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 0 $ -

GPI Senior Project Manager $ 177.18 4 $ 708.72

GPI Senior Engineer/EOR $ 147.29 12 $ 1,767.48

GPI Project Engineer III $ 92.24 0 $ -

GPI Civil Designer $ 76.28 8 $ 610.24

Subtotal for Task 7: $ 3,086.44

Task 8: 100% Engineering Plans

Description: The 100% Engineering Plans will incorporate any changes/ revisions as required as a result of coordination with the Owner and/or Permitting Agencies.

• 100% Plan Set (electronic, pdf format)

• 2 Signed and Sealed Hard Copy Plans (hard copy)

• AutoCAD Compliant DWG Format via Email attachment or FTP

Task 8:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 0 $ -

GPI Senior Project Manager $ 177.18 4 $ 708.72

GPI Senior Engineer/EOR $ 147.29 12 $ 1,767.48

GPI Project Engineer III $ 92.24 8 $ 737.92

GPI Civil Designer $ 76.28 8 $ 610.24

Subtotal for Task 8: $ 3,824.36

Task 9: Construction Admin / Project Closeout

Description:

• Subtask 9A: Includes any responses to questions received during bidding and any assistance prior to begin construction and any shop drawing or material reviews requested by the contractor for up to 12

• hours of review time. (Anticipate 1 RFI @ 4 hours and 2 shop drawing /material reviews @ 4 hours each).

• Subtask 9B.1: Anticipated preliminary site visit – prior to or during clearing and grubbing.

• Subtask 9B.2: Anticipated construction site visit during installation of features.

• Subtask 9B.3: Anticipated substantial completion construction site visit prior to final acceptance and including development of a punch list.

• Subtask 9C: Includes the preparation of any required as-built certifications from any permitting agencies that are required and included in this scope of services as indicated in the permitting Task.

• Subtask 9A: Bid and shop drawing support o RFI Responses, Shop drawing reviews (electronic, PDF format)

• Subtask 9B.1: Preliminary site visit o Progress Report (electronic, PDF)

• Subtask 9B.2: Site Visit o Progress Report (electronic, PDF)

• Subtask 9B.3: Substantial Completion Punchlist o Punchlist (electronic, PDF)

• Subtask 9C: As-Built Survey Drawings o As-built Drawing and required Certifications (electronic, PDF)

Task 9:

Firm Name Position Classification Hourly Rate Hours Total Fixed Price Cost

GPI Principal-In-Charge $ 197.34 0 $ -

GPI Senior Project Manager $ 177.18 10 $ 1,771.80

GPI Senior Engineer/EOR $ 147.29 10 $ 1,472.90

GPI Project Engineer III $ 92.24 24 $ 2,213.76

GPI Civil Designer $ 76.28 0 $ -

GPI Clerical $ 83.23 $ -

GPI PSM/PLS $ 115.50 4 $ 462.00

GPI Survey Technician II $ 86.75 8 $ 694.00

Subtotal for Task 9: $ 6,614.46

Summary of Fees:

Task Task Name: Task Fixed Price Cost

Task 1: Pre-Application Meeting Attendance $ 3,394.15

Task 2: Conceptual Structure Selection $ 1,297.88

Task 3: Structural Inspection $ 2,359.19

Task 4: Geotechnical Services $ 5,011.15

Task 5: Survey Services $ 5,219.91

Task 6: 90% Engineering Plans $ 9,874.86

Task 7: Permitting $ 3,086.44

Task 8: 100% Engineering Plans $ 3,824.36

Task 9: Construction Admin / Project Closeout $ 6,614.46

Total Fixed Cost Price $ 40,682.40

Payment

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

Project Schedule:

Project Schedule dates are consecutive calendar days. Dates are based on time from Notice to Proceed (NTP). As scheduling these meetings may require some lead time, this calendar should be considered an estimate, and will be dependent upon the schedules of the various agencies.

Task Activity Duration (Calendar Days) Dates

Task 1: Pre-Application Meeting Attendance 21 (Estimate) From AE

Task 2: Conceptual Structure Selection 7 From Task 1

Task 3: Structural Inspection 21 From AE

Task 4: Geotechnical Services 21 (Estimate) From AE

Task 5: Survey Services 21 From Task 2B, 3 & 4

Task 6: 90% Engineering Plans 28 From Task 5

Task 7: Permitting 56 (Estimate) From Task 6

Task 8: 100% Engineering Plans 56 (Estimate) From Task 7

Task 9: Construction Admin / Project Closeout 21 (Estimate) Following Construction

Assumptions/Exclusions

1. Any service not specifically described above is not included in this proposal.

2. Assumes structure footprint is equal to, or smaller than existing.

3. Assumes no architect is required

4. No design of any fire sprinkler system is included in this proposal.

5. Assumes no registered landscape architect is required

6. Assumes no irrigation plan is required for permitting

7. Assumes water services are immediately available to the site (via Well) and no utility extension of any form is required.

8. Assumes no civil site plans are required.

9. Project Excludes design of the pergola.

10. No ecological assessment or other environmental service is included in this proposal.

11. Building permit fees are not included in proposal.

12. Design of a new retaining wall, or alteration of the existing wall has been excluded from this proposal.

13. Archaeologists and DHR coordination has been excluded from this proposal.