CN-370000-CN222-T2.pdf

Stantec Consulting Services Inc.

1441 Maclay Commerce Drive Suite 101, Tallahassee FL 32312-3908

PROFESSIONAL SERVICES PROPOSAL

TO: Mrs. Teri Carron Florida Department of Environmental Protection Bureau of Design and Construction 3900 Commonwealth Blvd. 260L, MS 520 Tallahassee, Florida 32309

FROM:

Chris E. Brockmeier, P.E.

Principal

DATE: August 17, 2015 (supersedes proposal dated July 27, 2015)

SUBJECT: Professional Services Proposal – Revision 3 Fred Gannon Rocky Bayou State Park

Proposed Shop Building Replacement

OVERVIEW

The Florida Department of Environmental Protection, Bureau of Design and Construction (Client) wants to replace an existing shop building at Fred Gannon Rocky Bayou State Park (Project). The Project is located in Okaloosa County, Florida just east of the City of Niceville.

The Client has requested Stantec to submit a proposal to provide civil, mechanical, electrical structural engineering, and minimal architectural, for the 1800 SF shop building (Project) related to its design, preparation of construction plans, and application for regulatory permits.

A scope meeting dated May 26, 2015, was provided as background information. Project will be designed in three phases: Schematic Design, Design Development (50%) and Construction Document Phase (100%). The Project will be constructed in one phase.

SCOPE OF SERVICES

Task 1 – Schematic Design and Preliminary Research

Description: With the existing FDEP shop building prototype drawings the Stantec team will perform a preliminary code search to identify any areas of the shop building plan that may need to be revised based on newly updated ADA codes. The team will provide schematic plans and elevations of the shop with the number of bays requested by DEP and that will meet current ADA. Stantec team will prepare and submit a horizontal layout of the prototype building and a site plan illustrating the proposed structure in the proposed location (Preliminary Schematic Layout).

Professional Services Proposal Fred Gannon Rocky Bayou State Park v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

Stantec will review the FDEP comments/findings/required adjustments and make requested changes. After the comments are received the Stantec team will prepare a revised architectural/site submittal for a Final Schematic Layout submittal to allow for FDEP district and park staff to have a clear understanding of what the revised/altered structure and site layout will include.

Stantec will conduct preliminary meetings with affected regulatory agencies, by phone, to identify issues, concerns, and permitting requirements. Agencies to be contacted include: North Florida Water Management District (NFWMD); Florida Department of Environmental Protection; and Okaloosa County Building Department.

Obtain flood plain data and review information, and input into the design database for the Project.

The preliminary, site-specific data to be collected includes a site visit by the CONSULTANT’S key personnel to the proposed project location at Fred Gannon Rocky Bayou State Park. The purpose of this trip shall be to evaluate the topography, geography, and existing utilities.

Deliverables: Preliminary Schematic Layout, Final Schematic Layout, meeting minutes from phone conversations with above regulatory agencies and a PDF/AutoCAD file of the site features including FEMA flood plain and available site utilities.

Performance Measures: Submit electronic files (PDF & AutoCAD) that includes items listed above.

Fixed Price Cost: $ 6,086.89

Reimbursable: $0.00

Total for Task 1: $ 6,086.89

Task 2 - Geotechnical Services

Geotechnical Services shall be completed to provide soils data needed for design and permitting of the 1800 SF shop building. The services shall include standard penetration test borings at the proposed building location. Laboratory testing shall be completed to identify soil classifications and characteristics. The CONSULTANT shall contract for and manage a geotechnical engineering sub-consultant to provide subsurface soil exploration and geotechnical engineering services. Based on the conceptual Site Plan, assumed grades and loads, and previous experience in the area, the following shall be provided:

• Two (2) soil borings shall be completed at the proposed shop building location

These borings shall be drilled to a depth of 20 feet below existing ground surface using Standard Penetration Test (SPT) procedures.

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Our proposed laboratory-testing program will include visual classification of the soil samples collected during the drilling process in accordance with the Unified Soil Classification System (USCS) and ASTM standards. Laboratory testing will also include limited classification tests (up to 2 fines content tests and 2 natural moisture content determinations) of representative soils.

Results of the field exploration boring and laboratory test data shall be evaluated to assess subsurface soil conditions and their impact on the proposed design and construction. Preliminary design considerations for site preparation, foundation support for building areas, and pavement support shall be specifically addressed. The Report of Subsurface Exploration and Geotechnical Evaluation shall be signed and sealed by a Professional Engineer registered in the State of Florida. The CONSULTANT shall provide two (2) originals of the signed and sealed Report of Subsurface Exploration and Geotechnical Evaluation.

Deliverables: Submit electronic file (pdf) of the Geotechnical Report to FDEP-BDC.

Performance Measures: Prepare and submit Geotechnical Report that will include two (2) soil borings and the associated laboratory and determination of soils loading (foundation design).

Fixed Price Cost: $ 2,563.59

Total for Task 2: $ 2,563.59

Task 3 – Survey Services

In areas of proposed work or as needed for design, the existing potable water, sanitary sewer, gas, and electrical utilities shall be located by the client and provided to the Stantec team.

All topographic data files shall be in Florida State Plane Coordinates. Deliverables shall be in digital format, consisting of one-foot contours in AutoCAD Format.

Topographic and Control Survey within the Fred Gannon Rocky Bayou State Park (within the red highlighted aerial photo included in NCG proposal) will include:

• All aboveground visible improvements, edges of pavement, driveways, buildings, woodlines, trees within 50’ of the proposed structure (>6” DBH), and sanitary sewer and structures (with invert elevations where accessible).

• Locate existing lift stations, with inlet pipe and bottom of structure elevations, and potential adjacent manholes.

• Locate and depict aboveground visible evidence of underground utilities as evidenced by aboveground features marked by others at the time of field v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc survey. *The Surveyor will not be responsible for coordinating the location of underground utilities.

• Reference Survey to the Florida North Zone State Plane Coordinate System, North.

• American Datum of 1983 and can be converted to the North American Vertical Datum of 1988 for this project.

• Provide 2 control points with horizontal and vertical values.

Deliverables: The CONSULTANT shall provide the AutoCAD file and two (2) original signed and sealed Topographic Survey.

Performance Measures: Submit electronic file (AutoCAD) and signed and sealed paper copies of the topographic survey to FDEP-BDC.

Fixed Price Cost: $ 2,721.04

Total for Task 3: $ 2,721.04

Task 4 – Design Development Services (50% plans)

Description: Based on comments received during the Schematic Design Phase, the CONSULTANT shall begin designing and preparing the construction plans (plans and elevations) up to the 50% complete stage, at which time the plans shall be submitted for review and approval. The 50% submittal shall include:

A. Drawings of the proposed civil efforts shall include; gravel parking area, fencing, grading, drainage, connections for utilities to the shop building (water, sewer, electrical, communications).

B. The Design Development set will include structural drawings for the proposed shop building. These drawings will include foundation, building superstructure and required structural details.

C. Mechanical, electrical and plumbing (MEP) design sheets will be included in the design development submittal package. These drawings will address required design to accommodate the FDEP prototypical shop building.

D. An Architectural code review will be conducted. Plans and elevations will be further developed. A roof plan and reflected ceiling plan will be included. One building section, one typical wall section and any necessary interior elevations will be added to the set.

Door, window, louver, restroom accessory, and finish schedules will all be started.

E. Prepare and submit an outline of proposed specifications.

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F. Prepare and submit a preliminary opinion of probable construction costs.

G. Attend up to one (1) design meeting in Tallahassee, FL with FDEP-BDC to review Design Development package.

Deliverables: The 50% design development plans shall be legible on half-scale drawings plotted on 11-inches x 17-inches sheets. The 50% design development plans shall be provided for review purposes only and not for construction. In addition, electronic files (PDF & AutoCAD) that includes items listed above will be submitted to

FDEP.

Performance Measures: Submit the above noted outline of specifications, preliminary opinion of probable cost and design sheets (Survey, Geotechnical, Civil, Electrical, Mechanical, Plumbing and associated Details) paper copies and the PDF/AutoCAD files for the development design phase (50% progress drawings).

Fixed Price Cost: $ 17,261.68

Total for Task 4: $ 17,261.68

Task 5 – Construction Document Services (100% Construction Documents)

Description: Refine the development design on direction received from FDEP and consultant team during the Design Development phase. Subsequently, the CONSULTANT shall begin designing and preparing the construction documents for the 100% complete stage, at which time the plans shall be submitted for review and approval. The 100% submittal shall include:

A. Final civil construction documents of the civil efforts shall include; refined gravel parking area, fencing, grading, drainage, connections for utilities to the shop building (water, sewer, electrical, communications).

B. The Construction Document set will include finalized structural drawings for the proposed shop building. These drawings will include foundation, building superstructure and required structural details.

C. Mechanical, electrical and plumbing (MEP) final design sheets will be included in the construction document submittal package. These drawings will further define the required design to accommodate the FDEP prototypical shop building.

D. Develop Architectural plans, elevations, sections, details and specifications as necessary for DEP to be able to submit for a building permit and to solicit bids from potential contractors.

E. Prepare and submit Construction Specifications.

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F. Prepare and submit an Opinion of Probable Construction Costs.

G. Attend up to one (1) design meeting in Tallahassee, FL with FDEP-BDC to review the Construction Document package.

Deliverables: The 100% design development plans shall be provided for construction purposes. Final signed and sealed submittals shall consist of four (4) full-sized 22-inches x 34-inches. In addition, electronic files (PDF & AutoCAD) that includes items listed above will be submitted to FDEP.

Performance Measures: Submit the above noted specifications, final opinion of probable cost and design sheets (Survey, Geotechnical, Civil, Electrical, Mechanical, Plumbing and associated Details) paper copies and the PDF/AutoCAD files for the Construction Document phase (100% Construction Documents).

Fixed Price Cost: $ 18,152.60

Total for Task 5: $ 18,152.60

Task 6 - Local Permitting

Okaloosa County - Per preliminary discussions with the City’s Planning Department, Okaloosa County Planning Department has no jurisdiction over the project. Although, the Okaloosa County Building Department will require a building permit, as part of this task, Stantec will request from the County an Administrative Building Permit review.

The building permit application will be submitted directly to the building department and will not require review and approval by the Planning Commission (PC), Technical Review Committee (TRC), or County Commission. Submission to the building department will require proof of ownership (provided by the Client), location map, photographs, topographic survey site plan, floor plans, drainage plan, and elevation drawings of structures.

Deliverables: The Stantec team will prepare, submit and support a preliminary review of the 100% design development plans. A copy of the permit application submittal and correspondence of review comments will be delivered to FDEP-BDC as part of this deliverable.

Performance Measures: Submit the above noted permit application and associated correspondence (paper copies and pdf).

Fixed Price Cost: $ 3,723.20 v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

Reimbursable: $ Currently Unknown (FDEP to provide check to cover fee, fee currently unknown, Stantec has left numerous phone messages and will update once fee estimate is conveyed by the building department)

Total for Task 6: $ 3,723.20

Task 7 – Northwest Florida Water Management District (NWFWMD) Permitting

This project meets the Water Management District’s requirements for a “No Notice General Environmental Resource Permit (ERP).” Stantec will prepare, submit and support to the NWFWMD a permit requesting a No Notice General ERP. One set of preliminary design plans will be included with the submission for NWFWMD’s courtesy review.

Deliverables: Stantec will provide a copy of the permit application submittal and NWFWMD response to the submittal.

Performance Measures: Stantec will provide a copy (paper and pdf) of the permit application submittal and NWFWMD response to the submittal.

Fixed Price Cost: $ 2,453.85

Reimbursable: $100.00

Total for Task 7: $2,553.85

Task 8 – FDEP Wastewater Permitting

An application will be prepared and submitted to the Florida Department of Environmental Protection for extension of the sanitary sewer to provide service to the proposed shop building. More specifically, a “Notice of Intent to Use the General Permit for Construction of Sanitary Sewer” will be prepared and submitted.

Deliverables: Stantec will provide a copy of the permit application submittal.

Performance Measures: Stantec will provide a copy (paper and pdf) of the permit application submittal and FDEP response to the submittal.

Fixed Price Cost: $ 2,156.01

Reimbursable: $250.00

Total for Task 8: $ 2,406.01 v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

SUMMARY OF FEES

The fees for the SCOPE OF SERVICES for the Project addressed herein shall be as follows (labor backup is included in Table 1):

Task No.

Service (Task) Fee

Type Fee

Amount

1 Data Collection and Preliminary Research Fixed $ 6,086.89

2 Geotechnical Services Fixed $ 2,563.59

3 Survey Services Fixed $ 2,721.04

4 Design Development Services (50% Plans) Fixed $ 17,261.68

5 Construction Document Services (100% Plans) Fixed $ 18,152.60

6 Local Permitting Fixed $ 3,723.20

7 NWFWMD Permitting Fixed $ 2,553.85

8 FDEP Wastewater Permitting Fixed $ 2,406.01

TOTAL ESTIMATED FEE $ 55,468.86

The SCOPE OF SERVICES herein will be completed as follows: The 50% submittal will be provided from within 90 days of architectural drawings (AutoCAD files) provided to Stantec. The 100% construction documents will be provided within 75 days from return of review comments from FDEP on the 50% submittal (5 day review/comment period included for client review).

Payment will be made upon completion of each task and submittal/approval by DEP of the deliverable for the amount specified.

Financial Consequences: No payment will be made for unsatisfactory deliverables. In the event that a deliverable is deemed unsatisfactory, the Consultant shall re-perform the services needed for submittal of a satisfactory deliverable, at no additional cost to the Department within 15 consecutive days. If a satisfactory deliverable is not submitted within the specified timeframe, the Department may, in its sole discretion, terminate the Contract for failure to perform.

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INFORMATION TO BE PROVIDED BY CLIENT (CLIENT RESPONSIBILITIES)

This Proposal/Agreement is based on the following items regarding information to be provided by the Client and the Client's other responsibilities:

• Client will arrange for and provide complete and unrestricted access to the Project site.

• Client will provide a copy of the existing park Boundary Survey (if required).

• Client will provide prototypical drawings in AutoCAD format within 15 days of Task assignment approval or additional project time will be required. It is also assumed that FDEP will provide review of submittal documents within 15 days of submittal. If additional time is needed the project schedule will be requested.

• Client will provide proof of ownership to be used in project permitting.

• Client will provide Architectural Services and pre-designed base files (AutoCAD) from prototypical design. Any and all Architectural adjustments and additions shall be completed 30 days prior to Stantec’s final design submittal deadline.

• Client will provide a markup on the new project survey of the location of all existing underground utilities.

• Client will provide existing on-site lift station calculations to confirm current pumping capacity. Stantec assumes that current lift station has capacity to serve proposed development.

GENERAL CONDITIONS AND UNDERSTANDINGS

This Proposal/Agreement is based on the following assumptions and understandings:

Because of the various laws and ordinances relating to projects of this nature, legal counsel may be required. This service is specifically excluded from this proposal.

It has been assumed that performance of the on-site field activities proposed will not be delayed or hindered by inclement weather conditions, by adverse site conditions, or by difficulties in accessing the site.

The scope of this Proposal/Agreement is based on our understanding of the current rules, regulations, and ordinances in effect as of the date of this document. Modifications of these regulations or changes in agency interpretation of these regulations may affect the scope and fees of Stantec’s services.

The following services are specifically excluded from this proposal, but may be provided as additional services if requested:

• Landscaping v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

• Land Planning

• Wetlands Permitting and Mitigation Design

• Sovereign Submerged Lands Authorization

• FWS and FWC Consultation and Permitting

• Ecological Services

• Stormwater Design and Permitting

• Tree Mitigation and Coordination

• Bidding Assistance

• Construction Administrative Services

• Asbestos/Lead testing and/or removal

• FDEP potable water connection permit

• FDOT driveway/utility connection permit

• NPDES permit application (<1 acre in size)

ACCEPTANCE AND AUTHORIZATION TO PROCEED

This proposal is valid through September 17, 2015. When approved, the proposed work that is outlined in this document will be issued as a task order under the existing FDEP Contract (CN 222).

Thank you for this request for professional services and the opportunity to be of service to you.

Enclosures: Exhibit A - Geotechnical Services Proposal Exhibit B - Survey Services Proposal Exhibit C - MEP Services Proposal

Exhibit D - Architectural Services Proposal

TABLE 1FDEP Contract CN 222 Labor Rates

Client: Florida Department of Environmental Protection Task Assignment:

Project Name: Fred Gannon Rocky Bayou State Park

Project Number:

Dodstone NOVA NCG

Applied Research &

Design

Sub-Consultant Sub-Consultant Sub-Consultant Sub-Consultant

Task Assignment Detail/Deliverable Rate Rate Rate Rate Rate Rate Rate Rate TOTAL TOTAL

Task Hours $232.11 Hours $166.05 Hours $118.68 Hours $87.78 Hours $71.28 Hours $64.50 Hours $56.34 Hours $53.16 HOURS FEES

1 $0.00 1.0 $166.05 4.0 $474.72 8.0 $702.24 4.0 $285.12 12.0 $774.00 16.0 $901.44 2.0 $106.32 $2,677.00 47.0 $6,086.89

2 $0.00 0.5 $83.03 1.0 $118.68 2.0 $175.56 $0.00 2.0 $129.00 $0.00 2.0 $106.32 $1,951.00 7.5 $2,563.59

3 $0.00 0.5 $83.03 1.0 $118.68 1.0 $87.78 $0.00 $0.00 $0.00 2.0 $106.32 $2,325.23 4.5 $2,721.04

4 0.5 $116.06 6.0 $996.30 20.0 $2,373.60 32.0 $2,808.96 16.0 $1,140.48 32.0 $2,064.00 $0.00 8.0 $425.28 $5,321.00 $2,016.00 114.5 $17,261.68

5 0.5 $116.06 6.0 $996.30 14.0 $1,661.52 32.0 $2,808.96 16.0 $1,140.48 32.0 $2,064.00 $0.00 8.0 $425.28 $7,396.00 $1,544.00 108.5 $18,152.60

6 $0.00 2.0 $332.10 6.0 $712.08 2.0 $175.56 $0.00 7.0 $451.50 $0.00 6.0 $318.96 $1,009.00 $724.00 23.0 $3,723.20

7 $0.00 1.0 $166.05 2.0 $237.36 6.0 $526.68 $0.00 8.0 $516.00 16.0 $901.44 2.0 $106.32 35.0 $2,453.85

8 $0.00 1.0 $166.05 2.0 $237.36 8.0 $702.24 $0.00 6.0 $387.00 8.0 $450.72 4.0 $212.64 29.0 $2,156.01

Total Labor 1.0 232.12$ 18.0 $2,988.91 50.0 $5,934.00 91.0 $7,987.98 36.0 $2,566.08 99.0 $6,385.50 40.0 $2,253.60 34.0 $1,807.44 $16,403.00 $1,951.00 $2,325.23 $4,284.00 369.0 $55,118.86

REIMBURSABLE PERMIT FEES (ESTIMATE) $350.00 (NWFWMD & FDEP Wastewater permit fees. County building permit fee UNKNOW - requires plans review) $55,468.86

NWFWMD Permitting

FDEP Wastewater Permitting

Geotechnical Services

Survey Services

Construction Documents Services (100%)

Design Development Services (50%)

Local Permitting

Prj. Architect

Prj. Geologist

Prj Scientist

Staff Geologist

Staff Scientist Inspector

Staff Architect

Date Prepared: 8/17/2015

Prepared By: CEB

Engineering Tech

Admin

Assistant

Description

Schematic Design & Preliminary Research

Principal Engineer Sr. Prj. Engineer Prj. Engineer Staff Engineer

Sr. Prj. Geologist

Sr Prj. Scientist

Principal

Consultant

Architect Sr. Prj. Architect Sr. Engineering

Tech

Senior Inspector CADD Technician

CADD Designer

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EXHIBIT “A”

GEOTECHNICAL SERVICES PROPOSAL

140-A Lurton Street Pensacola, Florida 32505

850.607.7782 / Fax – 850.249.6683 www.usanova.com

Employee Owned – Client Driven

Environmental Consulting – Geotechnical Engineering – Construction Materials Testing and Inspection Services Code Compliance – Municipal Support/Outsourcing – Private Provider Services™

June 17, 2015

Mr. Chris Brockmeier, Principal

STANTEC

1441 Maclay Commerce Drive, Suite 101 Tallahassee, Florida 32312

Subject: Proposal to Perform a Subsurface Exploration and Geotechnical Engineering Services

FRED GANNON ROCKY BAYOU STATE PARK SHOP REPLACEMENT

Niceville, Okaloosa County, Florida NOVA Proposal Number 016-20150985

Dear Mr. Brockmeier, NOVA Engineering and Environmental, LLC (NOVA) appreciates the opportunity to submit this proposal to provide a subsurface exploration and geotechnical engineering evaluation for the subject project. This proposal contains our understanding of the project, our approach to the exploration, and our fee estimate and schedule.

SITE AND PROJECT INFORMATION

Our understanding of the proposed development is based on:

Recent email exchanges by the client; and Our recent experience providing similar geotechnical services in this locale.

The subject property is located within the Fred Gannon Rocky Bayou State Park in Niceville, Okaloosa County, Florida. We understand that drill rig access to the structural boring locations is not expected to be an issue.

Please note; this exploration is limited to the structural foundation support design aspects of the shop replacement within the Fred Gannon Rocky Bayou State Park; hence, additional information regarding overall site development is not relevant.

FGRBSP Shop Replacement June 17, 2015 Stantec NOVA Proposal Number 016-20150985

NOVA understands the project will consist of a like-kind replacement of a single-story, slab-on-grade Shop building. We anticipate that the new structure will be of steel-frame construction. Foundation support for the proposed structure is anticipated to be accomplished via conventional shallow footings and a slab-on-grade system. Structural loadings were not available from the design team at the time of the preparation of this proposal; we have therefore assumed that maximum loadings for the proposed structure will not exceed 50 kips for columns and 3 kips per foot for walls.

We understand that pavement section and stormwater management system design recommendations are not desired at this time.

PROPOSED SCOPE OF SERVICES

Our proposed scope of services is designed to evaluate the subject property for building foundation support and to assess the site’s subsurface conditions as they pertain to the presence of organic materials, loose or otherwise unsuitable soils, and groundwater. We anticipate that standard penetration test (SPT) data will be sufficient to evaluate soil strength and load carrying capability for the proposed structure expansion footprint.

All drilling, sampling and testing on this project will be conducted in general accordance with ASTM procedures or other applicable standards and practices. We will not perform additional services without your prior approval.

Proposed Field Exploration

Based on information provided by the client we propose to drill a total perform the following field services for this project:

- Two (2), 20-foot deep SPT borings within the proposed structure footprint (or as close as practical to the proposed footprint given the presence of the existing Shop building).

The SPT borings will be drilled using a truck or track-mounted drill and hollow stem auger and/or rotary wash drilling procedures, as deemed necessary by site/subsurface conditions. Maximum Standard Penetration Test boring drilling footage is anticipated to be on the order of 40 linear feet.

Soil samples will be collected at selected depth intervals via the Standard Penetration Test method (ASTM D-1586). The “N-value” will be recorded at each sample location for subsequent use in the engineering evaluation. The N-value provides an empirical indication of soil strength and is determined by the cumulative number of blows required by a 140-lb. hammer, operating freely over a 30-inch drop, to advance a 2-inch O.D. split-barrel sampler one foot into the soils, after initial penetration of 6-inches.

Upon completion of the borings, the depth to groundwater will be measured. Soil cuttings from the drilling process will be used for backfilling of the boreholes after the stabilized groundwater measurements have occurred.

Laboratory Testing

Our proposed laboratory-testing program will include visual classification of the soil samples collected during the drilling process in accordance with the Unified Soil Classification System (USCS) and ASTM standards. Laboratory testing will also include limited classification tests (up to 2 fines content tests and 2 natural moisture content determinations) of representative soils.

In accordance with the attached General Terms and Conditions, soil samples will be disposed of 30-days after submittal of the final report, unless requested otherwise by the client.

Evaluation and Report

Upon completion of the field exploration, we will evaluate the data obtained and prepare a written report for the site summarizing the findings, along with our conclusions and recommendations. We will keep you informed of our progress and findings throughout the course of the exploration. If poor or unanticipated subsurface conditions are encountered, we will contact you to develop a revised scope for our services prior to proceeding. A professional engineer registered in the State of Florida will prepare the report.

Our written report will include the following:

A description of the site, fieldwork, laboratory testing and general soil conditions encountered, as well as a Boring Location Plan, and individual Log of Boring Records.

Site preparation considerations that include geotechnical discussions regarding site stripping and subgrade preparation, and engineered fill/backfill placement.

Recommendations for controlling groundwater and/or run-off during construction and, the need for permanent dewatering systems based on the anticipated post construction groundwater levels.

Foundation system recommendations for the proposed building, including an allowable foundation capacity, a recommended bearing depth, and installation considerations.

Slab-on-grade construction considerations based on the geotechnical findings, including the need for a sub-slab vapor barrier or a capillary barrier.

Suitability of on-site soils for re-use as structural fill and backfill. Additionally, the criteria for suitable fill materials will be provided.

Recommended quality control measures (i.e. sampling, testing, and inspection requirements) for site grading and foundation construction.

NOVA will inform you of any obvious odors or materials seen during completion of our study. However, the assessment of site environmental conditions, the detection of pollutants in the soil, rock or groundwater, or laboratory-testing of samples, wetlands evaluation, or a site-specific seismic study are beyond the scope of this exploration. However, if requested, NOVA can also provide these services.

SITE UTILITIES

Prior to beginning field activities, NOVA will contact the underground locator service. They require 72 hours notice to mark utilities along roadway right of ways adjacent to the site. Beyond normal due-diligence and working with the owner's personnel, we cannot be responsible for encountering utilities.

Please note that NOVA has assumed that any permits for access, land and/or wetlands disturbance, tree cutting, etc. will be obtained by the CLIENT prior to our mobilization on site. Additionally, boreholes will be backfilled after completion with soil cuttings from the drilling process and some future subsidence of the boreholes should be anticipated. No site restoration is planned and no monies have been budgeted for such. If NOVA is responsible for site clearing to access specific boring locations, any aforementioned permits, fees, site restoration, etc. are assumed to be our Client’s responsibility unless we are specifically made aware of such at the time of authorization, which will result in adjustments in our budget and schedule.

COMPENSATION

The fee for our proposed scope of services will be as noted below:

Geotechnical Services: Complete 2 STB’s (up to 40 LF of drilling), Site cleanup (i.e.

backfilling of boring holes with soil cuttings), Laboratory Testing as deemed necessary, Engineering Evaluation and Reporting ............................................. $ 1,950 Lump Sum

The noted cost includes the electronic submittal of the written report to our client, or to other parties specified by you. Final costs will be based on the actual completed scope of work (if adjustments are required) and the NOVA geotechnical unit rate schedule. We will not exceed the authorized budget without prior approval.

SCHEDULE AND AUTHORIZATION

Based upon our current schedule, we can begin work on the project immediately after receiving written authorization to proceed. We anticipate that fieldwork will take approximately 1 working day to complete.

We will provide verbal findings as the field data is gathered and evaluated. The final report will be submitted within 1 week of completion of fieldwork. If the report is needed sooner, NOVA will make every reasonable effort to accommodate your schedule.

To formalize the agreement between us, please execute a copy of the attached Professional Services Agreement and return it to us. The attached NOVA General Terms and Conditions will govern the work described in this proposal. Please note that the final report cannot be issued without formal, written authorization.

Again, we thank you for the opportunity to submit this proposal and look forward to working with you. In the meantime, please contact us if you have any questions or if we may be of further service.

Sincerely, Sincerely, NOVA ENGINEERING & ENVIRONMENTAL, LLC

Christopher J. Conway, P.E. William L. Lawrence, P.E.

Senior Project Engineer Branch Manager

Attachments: Professional Services Agreement Schedule of Fees – Geotechnical Services General Terms & Conditions

Professional Services Agreement

Date: June 17, 2015 Proposal Number: 016-20150985

PROJECT NAME AND ADDRESS: CLIENT NAME AND ADDRESS:

FRANK GANNON ROCKY BAYOU STATE PARK

SHOP REPLACEMENT

STANTEC

Niceville, Okaloosa County, Florida Mr. Chris Brockmeier, Principal 1441 Maclay Commerce Drive, Suite 101 Tallahassee, Florida 32312

Email: Chris.Brockmeier@stantec.com

Phone: (850) 878-5001 x 225

Fax: (850) 878-5941

Geotechnical Services (reference Scope of Work included herein)

Geotechnical Services – Lump Sum ............................................................ $ 1,950

Add Alternate .................................................................................................... N/A

Note: The costs for additional, requested and/or authorized services will be invoiced in accordance with the attached Geotechnical Services Schedule of Fees.

All work provided by NOVA will be governed by the attached General Terms and Conditions. NOVA will invoice monthly and our payment terms are net 30 days. This proposal is valid for 90 days.

If this proposal is acceptable, please sign and return this professional service agreement and attached proposal to wlawrence@usanova.com or fax to (850) 249-6683.

AUTHORIZED BY: INVOICE TO:

Signature Firm

Name Name

Title Address

Federal Tax ID

Date

Accepted

Mobilization 1 $500 $500

STB 40 $12.50 $500

STB > 50' 0 $15.00 $0

Extra Spoons 0 $45.00 $0

Difficult Moving 0 $200 $0

$1,000 $1,000

Mobilization 0 $400 $0

STB 0 $8.95 $0

STB > 50' 0 $3.00 $0

Per Diem 0 $150.00 $0

Jars 0 $10 $0

$0 $0

Classification (/hr) 0 75 $0

Mod Proctor 0 $145 $0

Grain Size (w/o hyd) 0 $75 $0

Wash 200 2 $55 $110

Natural Moisture 2 $15 $30

Atterberg 0 $75 $0

FH Perm 0 $250 $0 ph/Resistivity 0 $225 $0

$140 $140

Dozer Mobe 0 $300 $0

Dozer Rental 0 $185 $0

$0 $0

Geotechnical Eng. 6 $42.32 $254

Project Eng. 4 $23.07 $92

Chief Eng. 1 $79.33 $79

Geotech. Technician 2 $15.00 $30

Subtotal $456

Overhead (168%) 1.68 $765

Profit (10%) 0.10 $46

$811 $811

$1,951

Subtotal

GRAND TOTAL

Subtotal

Subtotal

Subtotal

Subtotal

Miscellaneous Costs - Clearing

Engineering

FGRBSP Shop Replacement

Drilling Services - Track Rig

Lab Services

Task Units NOVA Cost Total Cost NOVA Budget

Drilling Services -v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

EXHIBIT “B”

SURVEY SERVICES PROPOSAL

Page 1 of 2 Fred Gannon Rocky Bayou State Park – Stantec 2015-07-08 Rev.2

July 24, 2015

Attn: Mr. Chris Brockmeier

Principal

Stantec

1441 Maclay Commerce Drive Suite 101 Tallahassee FL 32312-3908

Phone: (850) 878-5001 x 225

Cell: (850) 251-3014

Fax: (850) 878-5941

Chris.Brockmeier@stantec.com

RE: Surveying Services at Fred Gannon Rocky Bayou State Park, Niceville, Okaloosa County, Florida, lying in Section 15, Township 1 South, Range 22 West.

Dear Mr. Brockmeier:

This is to confirm your recent request for professional surveying services. Nobles Consulting Group, Inc.

(NCG) hereby presents the following proposal to perform the following described services:

Scope of Services

Topographic Survey

Area within the Fred Gannon Rocky Bayou State Park. See Exhibit "A" for survey limits.

•••• Collect topographic information to include all aboveground visible improvements, edges of pavement, driveways, buildings, woodlines, 6” trees within 50’ of the proposed structure, and sanitary sewer and structures (with invert elevations where accessible).

•••• Locate existing lift stations, with inlet pipe and bottom of structure elevations, and potential adjacent manholes.

•••• Locate and depict aboveground visible evidence of underground utilities as evidenced by aboveground features marked by others, at the time of field survey. *The Surveyor will not be responsible for coordinating the location of underground utilities.

•••• Elevations will be based on previous benchmarks shown on digital file provided by Client.

Elevations will be shown based on NGVD 29 (as before) or can be converted to NAVD 88 for this project.

8 Hours of Three Man Field Crew @ $150.25/hour = $1,202.00

(Site Control Traverse, Site Control Bench Line, Topographic Data Collection)

1.5 Hours Professional Surveyor Manager @ $99.87/hour = $149.81

(Project Management and Supervision)

6 Hours of Survey Technician @ $60.40/hour = $362.40

(Process Topographic Data and prepare Survey)

Lump Sum for Topographic Survey = $1,714.21

Establish Control

•••• Reference Survey to the Florida North Zone State Plane Coordinate System, North American Datum of 1983.

Page 2 of 2 Fred Gannon Rocky Bayou State Park – Stantec 2015-07-08 Rev.2

•••• Reference Survey to the North American Vertical Datum of 1988.

3 Hours of Three Person Field Crew @ $150.25/hour = $450.75

(Set Primary Project Control, Locate and Reference Project Control to Published Horizontal and Vertical

Control)

1 Hour Professional Surveyor @ $99.87/hour = $99.87

(Process GPS data)

1 Hour of Survey Technician @ $60.40/hour = $60.40

(Reference Project Database to Published Horizontal Control)

Lump Sum to Establish Project Control = $611.02

Lump Sum Total for Entire Survey = $2,325.23

If you have any questions concerning this proposal or need any other information, please feel free to contact me by telephone at (800) 546-7909.

Nobles Consulting Group, Inc.

Eric B. Stuart, LS Branch Manager

Exhibit "A" (Survey Limits in red) v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

EXHIBIT “C”

MEP ENGINEERING SERVICES PROPOSAL

Applied Research and Design, Inc.

3998 Bradfordville Road, Ste. B

Tallahassee, FL 32309

(850) 668-6324 - Fax (850) 668-6358

TO: Chris Brockmeier, PE / Stantec

FROM: James M. Lamb, PE

DATE: July 27, 2015

SUBJECT: DEP Shop Building at Fred Gannon Rocky Bayou Park - REVISED

ARD # 5089

We propose to provide electrical, mechanical, and plumbing engineering services (per attached general terms of service) to you (the Client) for the project described below.

Project: The project shall consist of the construction of a small maintenance shop building. It is understood that the floorplan for this new building will be the same as the 3-bay shop designed for Collier- Seminole Park, with minor revisions. The building will include a restroom, office, storage room, and equipment maintenance areas. It is our understanding that it will not be a vehicle maintenance garage.

Scope of Services: engineering (per attached general terms of service) will include production of electrical, mechanical, and plumbing permit/construction documents, to include plans, risers, calculations, schedules, and specifications. Construction phase services are not included in this scope of services. We will provide a 50% set of Construction Documents and 100% set of Construction Documents for review and comment;

comments will be addressed in final construction/permit set. Electrical engineering will be provided for new electrical service, distribution, interior lighting, site lighting, basic communications pathways, and fire alarm (device layout only; detailed design by fire alarm contractor). Mechanical design shall include AC for offices, exhaust fans for shop area, heating for shop area and all required energy forms. Plumbing design to include sanitary sewer and domestic water to all fixtures located by architect, required oil/sand interceptors and required venting. Exclusions: security, access control, standby/emergency generator, photovoltaic systems, lightning protection, fire protection, and LEED certification are not included in this scope of services.

Deliverables: 50% review/coordination documents; 95% review/coordination documents;

permit/construction documents. Documents will be revised, if needed, to address permit review comments.

Payment: $4284 for scope of services, as outlined above. Design schedule is anticipated to be about four weeks.

If you agree to the scope and terms provided above, please provide authorization to proceed.

Attachments: General Terms of Service Fee Breakdown

C:\Projects\5089 SE DEP FGRB Shop Building\Contract\FGRB Shop Prop.doc

GENERAL TERMS OF SERVICE:

The following are the terms and conditions for all services to be provided to the Client by Applied Research and Design, Inc., and its sub-consultants (collectively, Engineer).

AGREEMENT BETWEEN THE CLIENT AND ENGINEER:

1. The Client may, upon fifteen days notice in writing, terminate the contract at any time without cause. In the event of such termination, the Client shall pay all fees for reimbursable expenses and services rendered by the Engineer up to the date of termination, and all reasonable costs and fees incurred in connection with the termination.

2. Recognizing that hazardous materials such as asbestos or PCB’s may be encountered at the project site, both parties agree that the Engineer is not responsible for determining the existence of asbestos or any other hazardous material. If found, the Engineer is not responsible for its removal and disposal, or the method of its removal and disposal.

3. The Engineer does not have responsibility or control of the means, methods, or safety procedures employed by the contractor in the execution of the work.

4. The Client agrees, to the fullest extent permitted by law, to indemnify and hold harmless the Engineer, its officers, directors, employees and sub-consultants (collectively, Engineer) against all damages, liabilities or costs, including reasonable attorney’s fees and defense costs, arising out of or in any way connected with the services performed under this Agreement, except for the Engineer’s sole negligence or willful misconduct.

5. The Engineer agrees to obtain and maintain substantial professional liability insurance during the term of the project. The Engineer will provide a certificate of insurance upon delivery of construction documents, if requested.

6. The Client shall, in a timely manner, provide all available information pertaining to the Engineer’s responsibilities under this contract, including equipment schedules and other data.

7. The Client shall allow the Engineer to have reasonable access to the site for investigation.

8. The Client shall allow the Engineer the right to terminate this agreement with fifteen days notice in writing if the Client fails to perform its obligations as outlined in this contract.

9. The Engineer will send monthly invoices to the Client for work completed during that month. The

Client agrees to pay invoices within ten (10) days of the receipt of payment from the Architect/Contractor/Owner.

10. Any modifications to this agreement shall be in writing.

ADDITIONAL SERVICES:

Additional Services are not included in the Engineer’s scope of work, and shall only be undertaken if authorized by the Architect in writing. Additional services shall include, but not be limited to the following (except as specifically included within the ENGINEER’S SCOPE OF WORK):

1. Engineering for systems outside of the project area, except as required to extend electrical systems into the project area.

2. Provisions to support future projects, renovations, or expansions.

3. Special consultants, including but not limited to, Structural Engineers, Civil Engineers, and Fire

Protection Engineers.

4. Generation of scaled drawings of structures or site features.

5. Preparation of record drawings.

6. Hidden or concealed conditions, beyond that which might be reasonably inferred, requiring additional design or investigation.

7. Solicitation of construction bids or contract award.

8. Product design.

9. Facility needs assessment, or selection of special-purpose end-user equipment or machinery.

10. Additional insurance beyond that which is normally carried by the Engineer.

11. Value engineering, or other Client/Owner requested redesign work, after delivery of permit documents.

Fred Gannon Rocky Bayou Maintenance Building

MEP FEE BREAKDOWN

Professional

Engineer

Associate

Engineer

CAD

Designer Clerical

Subtotal

Phase ($)

50% Submittal (hours) 8 4 12 0 2,016.00$

95% Submittal (hours) 8 0 8 0 1,544.00$

Permit Documents (hours) 4 0 2 2 724.00$

Construction Phase Support (hours) 0 0 0 0 -$

Subtotal Labor (hours) 20 4 22 2

Hourly Rates 134.00$ 59.00$ 59.00$ 35.00$

Subtotal 2,680.00$ 236.00$ 1,298.00$ 70.00$

Total Labor 4,284.00$

Total Fee: 4,284.00$

Applied Research and Design, Inc.

3998 Bradfordville Road, Ste. B

Tallahassee, FL 32309

(850) 668-6324 - Fax (850) 668-6358

TO: Tracey Hay / Stantec

FROM: James M. Lamb, PE

DATE: September 26, 2014

SUBJECT: DEP Continuing Services Contract

ARD # 4000

Per your request, following are billing rates for electrical engineering work to be provided under this contract. These rates will be in effect for the duration of the contract, up to five years.

Hourly Weighted Professional Engineer: $45 $134/hr

Associate Engineer / Field Inspector: $20 $59/hr

CAD/Designer: $20 $59/hr

Clerical: $12 $35/hr

Basis is following calculation:

Hourly Rate: 100.00 General Overhead: 129.70 Fringe Benefits: 46.53 Sub-total: 276.23 Profit (8%): 22.10

TOTAL MULTIPLIER: 298.23

Please call if you need additional information.

C:\Projects II\4000 Admin & Mktg\DEP RFQ\Stantec\Labor Rates for DEP AE.docx v:\2156\promotion\fdep\bdc\rockybayou\08172015_pricesubmittal_round4\pro_rocky_bayou_proposal_replace_shop_building_round3.doc

EXHIBIT “D”

ARCHITECTURAL SERVICES PROPOSAL

Architecture Planning

Design

FL License # AA26001632

3011-1 Powell Road Tallahassee, FL 32308

Ph. 850.656.7326

July 16, 2015

Mr. Chris Brockmeier Principle Stantec 1441 MacClay Commerce Drive Suite 101 Tallahassee, FL 323123908

Re: Shop Building Replacement Rocky Bayou State Park Based upon Collier Seminole Shop Building

Mr. Chris Brockmeier, We are pleased to submit this proposal to provide architectural services for the Shop Building for the Department of Environmental Protection.

We understand the scope of work to include architectural schematic design, design development, and construction document services. The construction type and plan layout will be similar to Collier Seminole Shop Building with the possible following exceptions:

1. The building may be reduced in size by one bay.

2. The building’s restroom will need to be revised to comply with current ADA codes.

All engineering services are being handled separately, although we will provide coordination services for structural, mechanical, electrical, and plumbing as they relate to the building only.

Our approach to the project would be as follows:

Task 1 – Schematic Design Description: Perform a preliminary code search to identify any areas of the Collier plan that may need to be revised per current ADA codes. Provide schematic plans and elevations of the shop with the number of bays requested by DEP and that will meet current ADA.

Deliverables: Deliverables will consist of electronic pdf files of any findings arising from the code review as well as electronic pdf files of the plans and elevations.

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

Fixed Price Cost: $2,677.00

Reimbursable Costs: None anticipated as DEP has stated they will perform their own printing and no travel is included.

Total Costs for Task 1: $2,677.000

Task 2 –Design Development Phase Description: Any comments received during the previous phase will be incorporated.

A full code review will be conducted. Plans and elevations will be further developed. A roof plan and reflected ceiling plan will be included. One building section, one typical wall section and any necessary interior elevations will be added to the set. Door, window, louver, restroom accessory, and finish schedules will all be started.

Deliverables: Deliverables will consist of pdf files of plans, reflected ceiling plans, roof plan, exterior and interior elevations, building section, wall section, and schedules. Cut sheets of any proposed products will also be included as well as an anticipated list of specification sections (all in pdf format).

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

Fixed Price Cost: $5,321.00

Reimbursable Costs: None anticipated as DEP has stated they will perform their

Total Costs for Task 2: $5,321.00

Task 3 – Preparation of 100% Construction Documents Description: Incorporate any comments received previously from DEP regarding the Design Development submittal. Develop plans, elevations, sections, details and specifications as necessary for DEP to be able to submit for a building permit and to solicit bids from potential contractors. All front end specifications shall be prepared by

DEP.

Deliverables: Deliverables of the full set of drawings and specifications will consist of pdf files sent electronically to Stantec’s designated project manager. If deemed desirable by Stantec, DodStone will also review the submission with them at DEP’s or Stantec’s Tallahassee office.