Bob_Sikes_Fishing_Bridge_Final_Exemption.pdf

FLORIDA DEPARTMENT OF

Environmental Protection

Northwest District

160 W. Government Street, Suite 308 Pensacola, Florida 32502-5794

Ron DeSantis Governor

Alexis A. Lambert

Secretary

March 3, 2025

Escambia County BOCC c/o Dmitrii Trokhin, Project Coordinator 3363 West Park Place Pensacola, FL 32505 Dstrokhin@MyEscambia.com

File No. 0201224-003-EE/17, Escambia County

Dear Mr. Trokhin:

On February 21, 2025, we received your request for verification of exemption to perform the following activities:

To make repairs to the existing Bob Sikes Fishing Bridge South. The proposed work includes both in-water and above-water activities. Primary goals of the proposed work include structural repairs to restore the load carrying capacity and modification of the bridge deck to increase pedestrian safety and comfort. The project will include demolition of three spans of the bridge, installation of concrete pile jackets, concrete crack and spall repairs, demolition of the existing traffic railing, installation of pedestrian railing, installation of bridge deck lighting, installation of informational and regulatory signage, and installation of removeable bollards at the west end of the structure. In-water work will be performed using barges and boats. The project area is within Santa Rosa Sound, a Class III Outstanding Florida Waterbody, Prohibited Shellfish Harvesting Area, at 415 Pensacola Beach Boulevard, Pensacola Beach, Florida 32561, Parcel ID No. 28-2S-26-1020-000-000 Section 10, Township 3 South, Range 29 West, Escambia County, Latitude 30° 20' 38.5005" North, Longitude 87° 9' 1.2534" West.

Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption,

(2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States.

Your project did not qualify for the federal review portion of this verification request.

Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed.

mailto:Dstrokhin@MyEscambia.com

File Name: Bob Sikes Fishing Bridge South Rehabilitation FDEP File No.: 0201224-003-EE/17

State water quality certification is waived for activities that are exempt under rule 62-330.051, F.A.C.

If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes.

If you have any questions regarding this matter, please contact Gregory Leenig at the letterhead address or at 850-595-0564 and Gregory.Leenig@FloridaDEP.gov.

1. Regulatory Review – Verified Based on the information submitted, the Department has verified that the activity as proposed is exempt under Chapter 62-330.051(4)(e), Florida Administrative Code, and under Section 403.813(1)(t), F.S. from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes.

This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required.

General Conditions for Exemptions The following apply when specified in an exemption in Rule 62-330.051, F.A.C.:

1. Activities shall not exceed a permitting threshold in section 1.2 of the applicable Volume II;

2. Construction, alteration, and operation shall not:

a. Adversely impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities, or otherwise cause adverse water quantity or flooding impacts to receiving water and adjacent lands;

b. Cause an adverse impact to the minimum flows and levels established pursuant to Section 373.042, F.S.

c. Cause adverse impacts to a Work of the District established pursuant to Section 373.086, F.S.;

d. Adversely impede navigation or create a navigational hazard;

e. Cause or contribute to a violation of state water quality standards. Turbidity, sedimentation, and erosion shall be controlled during and after construction to prevent violations of state water quality standards, including any antidegradation provisions of paragraphs 62-4.242(1)(a) and (b), subsections 62-4.242(2) and (3) and Rule 62-302.300, F.A.C., and any special standards for Outstanding Florida Waters and Outstanding National Resource Waters due to construction-related activities. Erosion and sediment control best management practices shall be installed and maintained in accordance with the guidelines and specifications described in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), incorporated by reference herein (https://www.flrules.org/Gateway/reference.asp?No=Ref-02530), and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), incorporated by reference herein (https://www.flrules.org/Gateway/reference.asp?No=Ref-02531).

f. Allow excavated or dredged material to be placed in a location other than a self-contained upland disposal site, except as expressly allowed in an exemption in rule 62-330.051, F.A.C.

3. When performed in waters accessible to federally- or state-listed aquatic species, such as manatees, marine turtles, smalltooth sawfish, and Gulf sturgeon, all in-water work shall comply with the following.

a. All vessels associated with the project shall operate at “Idle Speed/No Wake” at all times while in the work area and where the draft of the vessels provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

b. All deployed siltation or turbidity barriers shall be properly secured, monitored, and maintained to prevent entanglement or entrapment of listed species.

c. All in-water activities, including vessel operation, must be shut down if a listed species comes within 50 feet of the work area. Activities shall not resume until the animal(s) has moved beyond a 50-foot radius of the in-water work, or until 30 minutes elapses since the last sighting within 50 feet. Animals must not be herded away or harassed into leaving.

All on-site project personnel are responsible for observing water-related activities for the presence of listed species.

d. Any listed species that is killed or injured by work associated with activities performed shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1(888)404-3922 and ImperiledSpecies@myFWC.com. Copies of incorporated materials identified above may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C.

2. Proprietary Review - Granted The Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) and issues certain authorizations for the use of sovereign submerged lands.

The Department has the authority to review activities on sovereign submerged lands under Chapters 253 and 258 of the Florida Statutes, and Chapters 18-20 and 18-21 of the Florida Administrative Code.

The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for a letter of consent under Section 253.77, Florida Statutes, to construct and use the activity on the specified sovereign https://www.flrules.org/Gateway/reference.asp?No=Ref-02530 https://www.flrules.org/Gateway/reference.asp?No=Ref-02531 mailto:ImperiledSpecies@myFWC.com submerged lands, as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein.

During the term of this Letter of Consent you shall maintain satisfactory evidence of sufficient upland interest as required by paragraph 18-21.004(3)(b), Florida Administrative Code. If such interest is terminated or the Board of Trustees determines that such interest did not exist on the date of issuance of this Letter of Consent, this Letter of Consent may be terminated by the Board of Trustees at its sole option. If the Board of Trustees terminates this Letter of Consent, you agree not to assert a claim or defense against the Board of Trustees arising out of this Letter of Consent.

Special Consent Conditions

1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant’s use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization.

2. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision.

3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization.

4. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective.

5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity.

General Conditions for Authorizations for Activities

All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through

(j) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S.

(a) Authorizations are valid only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee’s use of the sovereignty submerged land unless cured to the satisfaction of the Board.

(b) Authorizations convey no title to sovereignty submerged land or water column, nor do they constitute recognition or acknowledgment of any other person’s title to such land or water.

(c) Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in Sections 253.04 and 258.46, F.S., or Chapter 18-14, F.A.C.

(d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources.

(e) Construction, use, or operation of the structure or activity shall not adversely affect any species which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004, and 68A-27.005, F.A.C.

(f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court’s decision.

(g) Structures or activities shall not create a navigational hazard.

(h) Activities shall not interfere with the public easement for traditional uses of the sandy beaches provided in section 161.141, F.S.

(i) Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional. This shall not be construed to prohibit the repair or replacement subject to the provisions of rule 18-21.005, F.A.C., within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire.

(j) Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities authorized under paragraph 18- 21.004(1)(g), F.A.C., or any other applicable law.

3. Federal Review - SPGP Not Approved

Your proposed activity as outlined in your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit VI-R1.

SEPARATE permit(s) or authorization will be required from the U.S. Army Corps of Engineers.

Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act.

3.2. Coastal Zone Management Presumed

The U.S. Army Corps of Engineers (Corps) or any designated federal, state or local agency administering general permits on behalf of the Corps under 33 C.F.R. Section 325.2(b)(2) may presume the verified exempt activities are consistent with the permitting Agency’s authorities within the FCMP, provided the activity receives any applicable authorization to use and occupy state-owned submerged lands under Chapter 253, F.S., and, as applicable, Chapter 258, F.S.

3.3. Water Quality Certification Waived

This permit also constitutes an express waiver of water quality certification under Section 401 of the Clean Water Act, 33 U.S.C. Section 1341. Pursuant to Rule 62-330.062, F.A.C. State Water Quality Certification is waived for activities that are exempt under rule 62-330.051 or 62- 330.0511, F.A.C.

Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C.

NOTICE OF RIGHTS

This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application.

Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information:

(a) The name and address of each agency affected and each agency’s file or identification number, if known;

(b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests will be affected by the agency determination;

(c) A statement of when and how the petitioner received notice of the agency decision;

(d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate;

(e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action;

(f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and

(g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action.

The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing.

Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a).

The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action.

Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time.

Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon.

Mediation Mediation is not available in this proceeding.

FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department.

Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department.

mailto:Agency_Clerk@dep.state.fl.us

EXECUTION AND CLERKING

Executed in Pensacola, Florida.

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

Gregory Leenig Environmental Specialist II

Enclosures:

Chapter 62-330.051(4)(e), F.A.C., 1 page

Project Drawings, 48 pages

CERTIFICATE OF SERVICE

The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons:

Dmitrii Trokhin, Applicant, Dstrokhin@MyEscambia.com Keith Johnson, Consultant, keith@wetlandsciences.com Gregory Leenig, FDEP, gregory.leenig@floridadep.gov Russell Sullivan, FDEP, russell.sullivan@floridadep.gov Blake Chapman, FDEP, blake.a.chapman@floridadep.gov USACE, Terry.S.Hayes@usace.army.mil Escambia County, jtkirsche@myescambia.com, bdschneider@myescambia.com, trday@myescambia.com, juan_lemos@sria-fla.com, melodybolster_forte@sria-fla.com

FILING AND ACKNOWLEDGMENT

FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged.

_________________ March 3, 2025 Clerk Date mailto:Dstrokhin@MyEscambia.com mailto:keith@wetlandsciences.com mailto:gregory.leenig@floridadep.gov mailto:russell.sullivan@floridadep.gov mailto:blake.a.chapman@floridadep.gov mailto:Terry.S.Hayes@usace.army.mil mailto:jtkirsche@myescambia.com mailto:bdschneider@myescambia.com mailto:trday@myescambia.com mailto:juan_lemos@sria-fla.com mailto:melodybolster_forte@sria-fla.com Coffey_M my signature

62-330.051 Exempt Activities.

The activities meeting the limitations and restrictions below are exempt from permitting.

However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable.

(4) Bridges, Driveways, and Roadways –

(e) Repair, stabilization, paving, or repaving of existing roads, and the repair or replacement of vehicular bridges that are part of the road, where:

1. They were in existence on or before January 1, 2002, and have:

a. Been publicly-used and under county or municipal ownership and maintenance thereafter, including when they have been presumed to be dedicated in accordance with section 95.361, F.S.;

b. Subsequently become county or municipally-owned and maintained; or

c. Subsequently become perpetually maintained by the county or municipality through such means as being accepted by the county or municipality as part of a Municipal Service Taxing Unit or Municipal Service Benefit Unit; and

2. The work does not realign the road or expand the number of traffic lanes of the existing road, but may include safety shoulders, clearing vegetation, and other work reasonably necessary to repair, stabilize, pave, or repave the road, provided that the work is constructed using generally accepted roadway design standards;

3. Existing bridges are not widened more than is reasonably necessary to properly connect the bridge with the road to match the width of the roadway travel lanes and safely accommodate the traffic expected;

4. No debris from the original bridge shall be allowed to remain in wetlands or other surface waters;

5. Roadside swales or other effective means of stormwater treatment are incorporated as part of the work;

6. No more dredging or filling of wetlands or water of the state is performed than is reasonably necessary to perform the work in accordance with generally accepted roadway design standards;

7. Notice of intent to use this exemption is provided to the Agency 30 days before performing any work; and

8. All work is conducted in compliance with subsection 62-330.050(9), F.A.C.

Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History–New 10-1-13, Amended 6-1-18.

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LOCATION MAP

ESCAMBIA COUNTY COMMISSIONERS

Mott MacDonald

BRIDGE DECK LIGHTINGE-1 THRU E-14

SIGNAGE PLAN AND DETAILSS-01 THRU S-08

TYPICAL SECTIONB1-28

BOLLARD DETAILSB1-27

PIER FENCING OPTION 4B1-26

PIER FENCING OPTION 3B1-25

PIER FENCING OPTION 2B1-24

PIER FENCING OPTION 1B1-23

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ENGINEER OF RECORD: BART F. HENDRICKS, P.E.

P.E. NO.: 51391

ESCAMBIA COUNTY (48523)

Certifcate of Authorization #00000155

Vendor No. 591294824004

DISTRICT 5

DISTRICT 4

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ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

ESCAMBIA COUNTY, FLORIDA

BOARD OF COUNTY COMISSIONERS

MARK SOLTERO, (850) 595-3738

ESCAMBIA COUNTY PROJECT MANAGER:

PROJECT SITE

REHABILITATION

BOB SIKES FISHING PIER

CONTRACT PLANS

To P ensa cola Beac h

STEVEN BARRY (CHAIRMAN)

ASHLEE HOFBERGER

LUMON MAY

MIKE KOHLER

JEFF BERGOSH

Fishing Pier South Location

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This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

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B-01

DRAWINGS

INDEX OF

KEYSHEET &

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SUMMARY OF STRUCTURE QUANTITIES - Bob Sikes Fishing Pier South

ITEM NO. PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

Mobilization LS

Floating Turbidity Barrier

TN

Removal of Existing Structures 50-54

LF

Saw-Cut Curb/Rail

GA

Concrete Removal Curb/Rail

Pile Jackets (includes cathodic protection)

LF

Penetrant Sealer

EA

Structures Rehab

Epoxy Material for Crack Injection -

Cracks Inject & Seal - Structures Rehab

Restore Spalled Areas, Portland Cement Grout

Alkali Activated Anodes

12 Cleaning & Coating Concrete Surface, Class 5

13 Pedestrian Railing, Aluminum, 42" Type 1

Conduit, Furnish & Install, Open Trench14

15 Conduit, Furnish & Install

16 Junction Box, Furnish & Install, Mounted

17 Electrical Service Wire, F&I

Lighting Conductors, F&I, Insulated, No.618

19 Lighting - Special, Lighting Control Unit

Furnish & Install

Light Pole Mounting Bracket, 22 Sign Panel, Furnish and Install

Pipe Bollards23

24 12' Manual Swing Barrier Gate (Galvanized)

35' Mounting Height

Light Pole Complete, F&I, Single Arm

LF

SF

LF

CF

GA

SF

LF

LF

LF

EA

LF

LF

EA

EA

EA

EA

EA

EA

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This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

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30% Submittal

BQ-01

QUANTITIES

SUMMARY OF

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This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

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GENERAL NOTES

documents options.

which are not identified prior to bid shall be controlled and constructed according to the most expensive of the contract

Report conflicts between plans, specifications, and other contract documents in writing to the EOR prior to bid. Conflicts 5.

a comparable APL product.

products will only be accepted if they meet all the requirements of the Specifications and provide no less quality than

It is recommended that a product from the APL be utilized in the rehabilitation procedure if available. Substitute

e. Approved material refers to a product on the FDOT Approved Products List (APL) or as referenced in the Specifications.

d. Testing requirements that exceed the requirements of the County are not applicable.

c. FDOT Submittal requirements are not applicable, but similar requirements may be required by the county.

b. Methods of payment and Pay Item Numbers are not applicable.

a. Division I General Requirements & Covenants shall be excluded and not applicable.

(latest edition) with the following exceptions:

All work, unless otherwise indicated, shall conform to the FDOT Standard Specifications for Road and Bridge Construction 4.

http://co.escambia.fl.us/Bureaus/PublicWorks/Engineering.html

Escambia County General Paving and Drainage Technical Specifications3.

FDOT Bridge Maintenance & Repair Handbook http://www.dot.state.fl.us/statemaintenanceoffice/Inspection.shtm2.

http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks/default.shtm

FDOT Standard Specifications for Road and Bridge Construction, as amended by Contract Documents 1.

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

regulatory signage, and add removable vehicle barriers at the west end. Not all deficiencies will be addressed.

deficiencies, replace the existing traffic railing with a pedestrian railing, add bridge deck lighting, add informational and

The purpose of this project is to perform rehabilitation activities on the Bob Sikes Fishing Pier South to correct concrete 1.

GENERAL:

Epoxy bond the pad to the steel or aluminum surface prior to beam placement.2.

Use plain neoprene rubber meeting the requirements of FDOT Specifications Section 932-2.1.

PLAIN NEOPRENE PADS

Follow all manufacturer's written instructions for material mixing, placement, and curing.2.

Use a Non-Shrink Concrete Grout material from the FDOT APL.1.

NON-SHRINK GROUT

final tightening.

Thread Lock - Apply Loctite Threadlocker Red 271 to threads of all bolted steel connections prior to 3.

Follow all manufacturer's written instructions for product installation.2.

the plans.

Use a stainless steel expansion bolt system from Simpson, Powers, or Hilti matching the size shown in 1.

EXPANSION BOLTS & MISCELLANEOUS ANCHORS:

working/gel time and cure times when selecting the Epoxy.

Follow all manufacturer's written instructions for product installation and cure time. Consider 2.

SET, and Hilti RE 500.

formation of air pockets. Acceptable products include: West System Six10, ITW Read Head C6, Simpson ensure proper mixing of resin and hardener. Proper equipment shall be used to place epoxy without the applications and in oversized holes. Epoxy dispensing system shall use a self-mixing mechanism to

Epoxy used shall be a high strength, two part epoxy adhesive acceptable for use in underwater 1.

EPOXY GROUT:

meeting Section 925.

Cure slab according to FDOT Specification Section 400-16.4 using a clear curing compound from the APL 4.

reinforcing.

instructions. FDOT Class II (bridge deck) concrete may also be used. Use a 1.5" clear cover for

Deck Concrete shall be 4,000 psi or better sacked concrete. Mix according to manufacturer's written 3.

environment. Use a 3" clear cover for reinforcing.

fly ash in accordance with the Specifications for corrosion protection in an extremely aggressive marine

Pile Jacket Concrete shall be FDOT Class IV, f'c = 5,500 psi with silica fume, metakaolin, or ultrafine 2.

All concrete shall conform with Section 346 of the FDOT Standard Specifications.1.

CONCRETE PROPERTIES:

3. Weld material - E70XX

Specifications.

Permanent Sheet, Pipe and H Piles. Damage to steel finish shall be corrected according to the

2. Coat all steel plates, W sections and H-piles according to FDOT Specification Section 560 for Coating of

b. H-Piles, W Sections - 50 ksi

a. Plates - 36 ksi or better

1. Structural Shapes: ASTM A709 Grade

STEEL MATERIALS:

E. Environment - Extrememly Aggressive with Chlorides

D. Vertical Datum - NAVD 88

2. Live Load - Original Design = H20, Current Use = 90 psf Pedestrian

1. Dead Load - Reinforced Concrete = 150 pcf

C. Design Loads

B. Design Methodology - Allowable Stress

AISC Manual of Steel Construction, Allowable Stress Design, Ninth Edition. 7.

FDOT Structures Design Guidelines, 2024. 6.

LRFD Guide Specifications for the Design of Pedestrian Bridges (2009). 5.

AASHTO LRFD Bridge Design Specifications, 8th Edition. 4.

AASHO Standard Specifications for Highway Bridges, Fifth Edition, 1949. 3.

Reinforcing Steel: 33 ksi with 20 ksi allowable tensile stress.

Concrete: 5,000 psi

Existing material properties used (not verified): 2.

Drawings 1975, 1979, 1980, and 2123 used to describe structural properties.

Existing structure constructed in 1948 & 1949. Existing plans not available. FDOT Standard Index 1.

A. Design Specifications & Standards

DESIGN PARAMETERS:

block the channel.

Provide notifications and coordination during construction for moving equipment through or across the channel. Do not 3.

performed in periods of low traffic using approved traffic control procedures. Do not close any lanes on a Monday.

No traffic control plan is required, but partial lane closures required to deliver equipment or materials shall be 2.

efforts will be made to allow practical use during construction.

insure a safe distance between pedestrians and construction activities. The pier may be completely closed as needed, but incurring additional construction costs. Coordinate with the county to close sections of the pier during construction to

The pier is partially open and will remain partially open for the duration of this rehabilitation project if possible without 1.

TRAFFIC & PEDESTRIAN CONTROL:

starting construction.

Contractor shall verify all dimensions, elevations and angles shown for existing items that affect construction prior to 3.

Do not scale drawings; Use dimensions. Drawing scales may have been changed by reproduction.2.

All dimensions in these plans are measured in feet either horizontally or vertically unless otherwise noted.1.

PLAN DIMENSIONS:

all facilities required for a thorough inspection of workmanship.

The site is open to inspection for Escambia County Engineering Department or EOR personnel. The contractor shall provide 10.

Escambia County Engineering Department and EOR prior to submission of bid.

No substitutions or modifications are allowed to the Specifications or specified materials unless authorized by the 9.

the plans shall be used. Follow all manufacturer's installation instructions.

Means and methods are the responsibility of the contractor, but the specified materials and specific directions shown in 8.

guarantee a safe work zone shall be the responsibility of the contractor.

The contractor is responsible for maintaining a safe work zone. Any additional barriers, barricades and signage needed to 7.

items damaged by construction operations are to be replaced or repaired as directed by the Escambia County engineer.

adjacent property and the public. Each contractor is solely responsible for damage or injury due to his act or neglect. All

Protect existing bridge structure, roadway, R/W, and utilities from all damage. Each contractor shall protect his work, 6.

unless otherwise directed by the EOR. (none anticipated) control measures shall remain in place until associated disturbed areas are stabilized as to reduce sediment runoff, by the Florida Stormwater, Erosion, and Sediment Control Inspector's Manual, or as indicated on the plans. All erosion

(when performing earth work at the abutments) by providing silt fence, staked hay bales, or other measures as required

Take steps to prevent erosion and any off site sediment transport resulting from increased runoff during construction 5.

Dispose of construction debris properly in approved disposal sites or approved artificial reef areas.4.

The contractor shall not bring any hazardous materials as identified by State law on to the project.3.

engineer. Coordinate with the county to submit a U.S. Coast Guard Questionnaire and provide required notifications.

Comply with all conditions and stipulations of the construction permits and the approvals issued by the Escambia County 2.

instructions from the EOR.

any discrepancies in writing to the EOR. Do not change size or dimensions of structural members without written

Review all contract documents, dimensions and site conditions and coordinate with field dimensions prior to bidding. Report 1.

SITE CONDITIONS:

B-02

(1 OF 2)

NOTES

GENERAL

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This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

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With-W

Top-T

On Center-O.C

Engineer of Record-EOR

Existing-Exist

Concrete-Conc

ABBREVIATIONS:

Bottom-B

Typical-Typ

Front Face of Backwall-FFBW

Minimum-Min.

Each-Ea implement the chosen work means and methods at no additional cost to the project.

size similar to what is shown in the demolition plan simultaneously. Adjust the quantity of barrier as needed to

The floating turbidity barrier quantity shown in the plans is sufficient for performing work in two work zones in 8.

be removed and the original depth, or plan elevation, restored.

as to minimize turbidity. Remaining sediment shall be sufficiently settled before removing curtain. Sediment may

7. When the barrier is no longer required, the barrier and related components shall be removed in such a manner watercourse for the duration of the project.

6. The Contractor is responsible for maintenence of the barrier in order to ensure the continuous protection of the maintain a freeboard of at least 3 inches above the water surface level.

the curtain. Bouyancy provided by the flotation units shall be sufficent to support the weight of the curtain and

5. Flotation devices shall be flexible, bouyant units contained in an individual flotation sleeve or collar attatched to attention of nearby boaters.

4. Barriers should be a bright color (yellow or "international" orange are recommended) that will attract the assure water quality standards are maintained throughout demolition and construction.

Turbidity barriers shall be relocated and repositioned by the contractor using best management practices to

3. Location of the turbidity barrier shown on plans are for encapsulation of the demolition and construction zones.

traffic.

2. Turbidity barrier shall be located and secured to prevent conflict with or creation of a hazard to passing vessel

Install turbidity barriers around areas where piles and pier sections are being removed. 1.

TURBIDITY BARRIER

For reef disposal information, refer to the Specifications.

3. Concrete items removed shall be disposed of by barge at a permitted reef location or in a licensed disposal site.

2. Existing piles shall be cut at a minimum of 2'-0" below grade and removed unless otherwise noted.

1. Demolish and remove all areas specified on the Demolition Plan.

DEMOLITION

Submit cathodic protection system shop drawings for approval prior to purchase.5.

integrity of the members protected.

The cathodic protection system shall allow replacement of the sacrificial anodes without compromising structural 4.

The cathodic protection system shall be a passive system with anodes designed to last a minimum of 10 years.3.

by a cathodic protection specialist to work with the anodes which are supplied.

Suggested details for cathodic protection are provided in the plans, but the system installed shall be designed 2.

Cathodic protection shall be installed in the areas indicated on the plans.1.

CATHODIC PROTECTION

Coordinate with utility companies for bridge lighting connections.2.

Verify there are no buried utility lines in the area of construction prior to beginning work.1.

UTILITIES:

cathodic protection, any other embedded items, and finished appearance of each item repaired/rehabilitated.

Submit as a shop drawing photographic documentation of all concrete work and pile jackets showing reinforcement, 10.

Site security and safety procedures.g.

Spud pile locations and driving procedures.f.

Pile jacket and cathodic protection materials and procedures.e.

crack sealing, and spall repairs.

Rehabilitation procedures and materials for saw-cut method, saw-cut surface coating, cleaning and sealing, d.

loads to be applied to the deck.

List of planned equipment, lifting and shoring procedures, underdeck and waterline access procedures, and c.

Planned method of demolition and disposal.b.

Sequence and schedule of construction activities.a.

Submit a work plan as a shop drawing which includes the following:9.

approval as part of the work plan.

that prevents turbidity. Submit the planned procedures to comply with Note 6 above and turbidity restrictions for washing. Pressure washing waste water, complying with Note 6 above, may be discharged through a filter system

Use a vacuum system or other method to capture dust from concrete saw-cutting and waste water from pressure 8.

allow items to fall into the water.

Capture debris from demolition, repairs/rehabilitation procedures, and any other construction activities and do not 7.

Pollutants" listed in the Code of Federal Regulations in 40 CFR 401.15.

Do not discharge through any direct or indirect means any toxic pollutants listed in Table 1, "Section 307 - Toxic 6.

Desotoi).

Imbracata Imbracata). Apply these protection measures to the threatened Gulf Sturgeon (Acipenser Oxyrinchus

(Dermochelys Coriacea), Kemp's Ridley sea turtle (Lepidochelys Kempii) and Hawksbill turtle (Eretmochelys sea turtles, including to loggerhead turtle (Caretta Caretta), green turtle (Chlenoia Mydas), leatherback turtle

These conditions are designed to protect the endangered small tooth sawfish (Pristis Pectanata) and endangered

Department of Commerce, Natioinal Oceanic and Atmospheric Administration, National Marine Fisheries Service.

Comply with the Standard Sea Turtle and Small tooth Sawfish Construction Conditions published by the US 5.

storms or hurricanes.

Construction loads shall be removed from the deck and water vessles removed from the site prior to tropical 4.

speed less than 10 mph may be placed on the deck.

Following substructure rehabilitation, construction loads not exceeding a single H20, C4, or C5 vehicle moving at a 3.

loading.

Perform substructure rehabilitation items prior to performing deck work requiring vehicle loads exceeding H10 2.

and the water.

The existing bridge structure can support limited construction loads. Work will be performed from both the deck 1.

CONSTRUCTION SUBMITTALS & LIMITATIONS

work being performed.

The quantity of work to be performed which exceeds bid quantities shall be approved by the county prior to any 1.

PAY ITEM NOTES

B-03

(2 OF 2)

NOTES

GENERAL

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50 100 150

1650.00'

OPEN PIER - SPANS 1 THRU 50

99.00'

PIER SPANS 51 THRU 53 CLOSED

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This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

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INDEX OF PLANS

Sabine Point

SANTA ROSA

ISLAND

SR 399

N A

T I O

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E A

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B

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SANTA ROSA SOUND

1 2 3 4 5 6 7 8 9 10 11 12 1413 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

Area 1…