Attachment_009_permit_0440250-001_0001.pdf

FLORIDA DEPARTMENT OF

Environmental Protection

Central District

3319 Maguire Blvd, Suite 232 Orlando, FL 32803-3767

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawn Hamilton Secretary

October 4, 2023

Canaveral National Seashore - National Park Service Leo Da Silva 212 S Washington Ave Titusville, FL 32796 leonardo_dasilva@nps.gov

File No.: 0440250-001, Volusia County

Dear Leo Da Silva :

On September 21, 2023, we received your request for verification of exemption to perform the following activities:

Replace the existing dock and pier in the exact same footprint, with an approximately 290 sq ft pier and 1120 sq ft boardwalk within the Mosquito Lagoon, a Class II Water and Outstanding Florida Water. The project is located in the Canaveral National Seashore at 8350 River Rd, New Smyrna Beach, FL, Section 28, Township 18 South, Range 35 East, in Volusia County.

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 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.

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 Zoey Carr at the letterhead address or at 407-897-2933 or Zoey.Carr@FloridaDEP.gov mailto:leonardo_dasilva@nps.gov mailto:Zoey.Carr@FloridaDEP.gov

File Name: Canaveral National Seashore - National Park Service FDEP File No.: 0440250-001

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,(5)(d), Florida Administrative Code and under Section 403.813(1)(d),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.

2. Proprietary Review- Granted

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 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.

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.

EXECUTION AND CLERKING

Executed in Orlando, Florida.

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

Jill Farris Environmental Administrator Permitting and Waste Cleanup

Enclosures:

Ch. 62-330.051(5), F.A.C Dock, Pier, Boat Ramp and Other Boating-related Work 403.813(1)(d), F.S. Permits issued at district centers; exceptions

Project drawings, 11 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:

Alexis Sorrell, Dredging & Marine Consultants, asorrell@dmces.com Natalie Tejada, Dredging & Marine Consultants, ntejada@dmces.com Volusia County, enviropermit@volusia.org FDEP, Zoey Carr, Jill Farris

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.

__ __ _ October 4, 2023 Clerk Date mailto:asorrell@dmces.com mailto:ntejada@dmces.com

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.

(5) Dock, Pier, Boat Ramp and Other Boating-related Work ‒

(a) Installation or repair of pilings and dolphins associated with private docking facilities or piers that are exempt under section 403.813(1)(b), F.S.;

(b) Installation of private docks, piers, and recreational docking facilities, and installation of local governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided:

1. The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.;

2. No structure is enclosed on more than three sides with walls and doors;

3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and

4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot.

(c) Construction of private docks or piers of 1,000 square feet or less of over-water surface area in artificial waters in accordance with section 403.813(1)(i), F.S., and within residential systems legally in existence under chapter 403 or part IV of chapter 373, F.S. This includes associated structures such as roofs and boat lifts, provided the cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed 1,000 square feet.

(d) Replacement or repair of existing docks and piers, including mooring piles, in accordance with section 403.813(1)(d), F.S., provided the existing structure is still functional or has been rendered non-functional within the last year by a discrete event, such as a storm, flood, accident, or fire.

(e) The construction and maintenance to design specifications of boat ramps in accordance with section 403.813(1)(c), F.S., where navigational access to the proposed ramp currently exists:

1. In artificial waters and residential canal systems; or

2. In any wetland or other surface waters when the ramps are open to the public; and

3. The installation of docks associated with and adjoining boat ramps constructed as part of the above is limited to an area of 500 square feet or less over wetlands and other surface waters.

(f) The construction, installation, operation, or maintenance of floating vessel platforms or floating boat lifts in accordance with section 403.813(1)(s), F.S.

(g) The removal of derelict vessels, as defined in section 823.11(1), F.S., by federal, state, and local agencies, provided:

1. The derelict vessel case has been completed as specified in section 705.103, F.S., and has been entered into the Statewide Derelict Vessel Database maintained by the Florida Fish and Wildlife Conservation Commission;

2. All work is done in a manner that, to the greatest extent practicable, avoids additional dredging or filling, grounding or dragging of vessels, and damage to submerged resources onenote:#FS%20403.813%20-%20Exemptions&section-id=%7B887099DC-B060-4FFE-AE86-C86274FD4101%7D&page-id=%7B0ADBD574-07E1-4BBB-920E-E53E0EBB362C%7D&end&base-path=L:%5CLibrary%5CERP%5CERP%20Rules%20and%20Guidance%5CRules%20and%20Regulations.one onenote:#FS%20403.813%20-%20Exemptions&section-id=%7B887099DC-B060-4FFE-AE86-C86274FD4101%7D&page-id=%7B0ADBD574-07E1-4BBB-920E-E53E0EBB362C%7D&end&base-path=L:%5CLibrary%5CERP%5CERP%20Rules%20and%20Guidance%5CRules%20and%20Regulations.one onenote:#FS%20403.813%20-%20Exemptions&section-id=%7B887099DC-B060-4FFE-AE86-C86274FD4101%7D&page-id=%7B0ADBD574-07E1-4BBB-920E-E53E0EBB362C%7D&end&base-path=L:%5CLibrary%5CERP%5CERP%20Rules%20and%20Guidance%5CRules%20and%20Regulations.one onenote:#FS%20403.813%20-%20Exemptions&section-id=%7B887099DC-B060-4FFE-AE86-C86274FD4101%7D&page-id=%7B0ADBD574-07E1-4BBB-920E-E53E0EBB362C%7D&end&base-path=L:%5CLibrary%5CERP%5CERP%20Rules%20and%20Guidance%5CRules%20and%20Regulations.one http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&Search_String=823.11&URL=0300-0399/0327/Sections/0327.70.html such as seagrass beds, oyster beds, coral communities, mangroves, other wetlands, and live bottom; and

3. An absorbent blanket or boom shall be immediately deployed on the surface of the water around the derelict vessel if fuel, oil, or other free-floating pollutants are observed during the work.

(h) The installation of a pile-supported boat lift within an existing mooring area at a docking facility that is legally in existence, provided:

1. Such installation does not conflict with a condition of a permit issued thereunder;

2. The boat lift does not include additional structures, such as platforms, cat walks, and roofs.

403.813 Permits issued at district centers; exceptions.—

(1) A permit is not required under this chapter, chapter 373, chapter 61-691, Laws of Florida, or chapter 25214 or chapter 25270, 1949, Laws of Florida, for activities associated with the following types of projects; however, except as otherwise provided in this subsection, this subsection does not relieve an applicant from any requirement to obtain permission to use or occupy lands owned by the Board of Trustees of the Internal Improvement Trust Fund or a water management district in its governmental or proprietary capacity or from complying with applicable local pollution control programs authorized under this chapter or other requirements of county and municipal governments:

(d) The replacement or repair of existing docks and piers, except that fill material may not be used and the replacement or repaired dock or pier must be in the same location and of the same configuration and dimensions as the dock or pier being replaced or repaired. This does not preclude the use of different construction materials or minor deviations to allow upgrades to current structural and design standards.

A/E FIRM TITLE OF PROJECT

CANAVERAL NATIONAL SEASHORE

REPLACE FELLERS HOUSE

DOCK AND PIER

NAME OF PARK

REGION COUNTY STATE

60% DESIGN DEVELOPMENT

SOUTHEAST US FLORIDAVOLUSIA

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

Mark Sheet REVISION InitialDate

SHEET

DRAWING NO.

PKG.

NO.

OF

PROJ. NO. CANA 233967

VICINITY MAP

CURTIS N. TODD, P.E.

FLORIDA LICENSE No. 37136

ENGINEER CERTIFICATION:

I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER

IN THE STATE OF FLORIDA PRACTICING WITH DMC, DREDGING & MARINE

CONSULTANTS LLC, A CORPORATION, AUTHORIZED TO OPERATE AS AN

ENGINEERING BUSINESS, CERTIFICATE OF AUTHORIZATION # 9410, BY

THE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL

REGULATION, AND THAT I, OR OTHERS UNDER MY DIRECT SUPERVISION,

HAVE PREPARED OR APPROVED THE EVALUATIONS, FINDINGS, OPINIONS,

CALCULATIONS, CONCLUSIONS OR TECHNICAL ADVICE HEREBY

REPRESENTED BY THESE DRAWINGS.

NOTE TO CONTRACTOR:

THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY, AND ANY REQUIREMENT OF ONE

SHALL BE A REQUIREMENT OF THE OTHER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE

DRAWINGS AND SPECIFICATIONS AND TO COMPARE THE REQUIREMENTS OF EACH DIVISION AND ENSURE THAT

EACH TRADE OR SUBCONTRACTOR IS MAKING THE ALLOWANCES NECESSARY TO PROVIDE THE OWNER A

COMPLETE FACILITY, OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFICALLY STATED IN THE

DRAWINGS OR PROJECT MANUAL.

IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DEFICIENCIES OR

DISCREPANCIES AMONG THE DIVISIONS OF THE DRAWING AND SPECIFICATIONS PRIOR TO THE BID DATE.

NEITHER THE OWNER OR ENGINEER WILL BE RESPONSIBLE FOR ANY DEFICIENCIES OR DISCREPANCIES RAISED

AFTER THE BID OPENING. ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS OBLIGATED TO

INTERPRET THE DRAWINGS SPECIFICATIONS IN A MANNER THAT WILL PROVIDE THE OWNER WITH A COMPLETE, FUNCTIONING FACILITY FOR THE BID PRICE.

REPRODUCTION SCALE:

THESE PLANS ARE SCALED TO ACCURATELY BE REPRODUCED ON

22X34 SIZED SHEETS. ALL OTHER SHEET SIZES ARE NOT TO SCALE.

THIS PROJECT

INDEX

SHEET SUB SHEET TITLE OF SHEET

1 COVER SHEET

2 C-1 EXISTING CONDITIONS

3 C-2 AERIAL

4 C-3 DEMOLITION PLAN

5 C-4 SITE PLAN

6 C-5 TIMBER DOCK DETAILS

7 C-6 DECKING AND CLEAT DETAILS

8 C-7 CONCRETE DETAILS

9 C-8 GENERAL NOTES

10 C-9 GENERAL NOTES

11 C-10 ENVIRONMENTAL NOTES

THIS PROJECT

Digitally signed by Curtis N.

Todd Date:

2023.09.21 16:15:38 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 1 of 11

DOCK ENTRANCE, FACING NORTHWEST DMC, 1/19/2023 EXISTING TIMBER DOCK, FACING WEST DMC, 1/19/2023

EXISTING TIMBER DOCK, FACING WEST DMC, 1/19/2023 EXISTING COVERED TIMBER DOCK, FACING WEST DMC, 1/19/2023

SHEET

TITLE OF SHEET DRAWING NO.SUB SHEET NO.DESIGNED:A/E FIRM

DATE:

TECH. REVIEW:

PKG.

NO.

OF07/19/2023

CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

BL

EXISTING CONDITIONS

C-1 2

Digitally signed by Curtis N. Todd Date:

2023.09.21 16:16:18 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 2 of 11

MOSQUITO

LAGOON

PROPOSED TIMBER DOCK

SHEET

TITLE OF SHEET DRAWING NO.SUB SHEET NO.DESIGNED:A/E FIRM

DATE:

TECH. REVIEW:

PKG.

NO.

OF07/19/2023

CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

BL

AERIAL

C-2 3

PROPOSED CONCRETE SLAB

& GRADE BEAM

SCALE OF FEET

0 20 40

LEGEND

VEGETATION LINE

MEAN HIGH WATER

EL.=(-)0.29 NAVD 88

MEAN LOW WATER

EL.=(-)0.57 NAVD 88

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER (TYP.)

Digitally signed by Curtis N. Todd Date:

2023.09.21 16:16:41 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 3 of 11

1.5

1.5

2.3

2.32.4

2.32.2

2.32.2

2.42.3

2.52.2

2.32.3

2.52.5

2.52.4

2.42.2

2.32.3

2.32.2

2.32.2

2.32.3

2.32.3

2.3 1.5

1.6 1.81.5

0.6

1.5

-0.2

-1.1

0.0

-0.5

-1.4

-0.4

-1.7

-1.4 -1.2 1.6

1.3 0.7-0.2 -0.8 -1.0

-0.4

0.1

0.3

-1.0 -1.1

0.1

-0.5

-1.5 -1.6

0.0

0.4

-0.7

-1.5

-0.2 0.2

-0.2

-1.7

-0.6

-1.0

0.50.6

0.2

0.5

1.3

1.3

2.6

2.62.5

2.62.6

2.62.4

2.62.55

2.44 2.61

2.61 2.59

2.49

2.60

2.59 1.30

1.33

2.3

2.32.3

2.42.4

2.32.3

2.32.2

2.32.3

2.22.3

2.42.3

2.32.3

2.32.3

2.32.3

2.32.3

2.32.3

2.32.3

2.32.3

2.32.3

2.22.3

2.22.3

2.32.2

2.32.3

2.22.2

2.2 0.20.1

0.1 -0.8 -1.1

0.3

0.30.2

0.20.1

0.1-0.1

-0.0 -0.5

-0.5 -0.3

-0.5 -0.6

-0.3 -0.3

-0.4 -0.3

-0.2 -0.1

-0.3 0.0

-0.1 -0.1

-0.3 -0.1

-0.4 -0.0

-0.1 -0.3

-0.1 -0.3

-0.3 -0.5

-0.8 -0.8

-0.2 0.2

0.20.4

0.1-0.4

-0.5

-0.5

0.6

2.5

2.52.5

2.62.5

2.52.5

2.42.5

2.42.4

2.5

2.44

2.55

2.44

2.47

2.47

2.44

2.46

2.49

2.49

2.57

2.50

2.51

-0.8

-0.8

-0.6 -1.4

-2.2

-2.1

-1.9

-1.9

-2.6

-3.1 -2.9

-3.0 -2.9

-3.3

-3.6

-3.0 -3.1 -3.4 -3.1

-3.8 -4.2 -3.3

-3.6

-3.0 -3 03 03 003.1 3.4

---3.8 -4 2-4 24 2-4 2 3 33

2.54

2.44

2.49 2.48

SHEET

TITLE OF SHEET DRAWING NO.SUB SHEET NO.DESIGNED:A/E FIRM

DATE:

TECH. REVIEW:

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CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

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DEMOLITION PLAN

C-3 4

SCALE OF FEET

0 5 10

NOTE:

EXISTING TIMBER DOCK TO BE REMOVED IN ENTIRETY WHILE TAKING SPECIAL

CARE NOT TO DISTURB EXISTING MANGROVE VEGETATION. IF THE CONTRACTOR

ANTICIPATES TRIMMING OF MANGROVES, THE CONTRACTOR IS RESPONSIBLE FOR

ACQUIRING THE REQUIRED MANGROVE TRIMMING PERMITS.

EXISTING TIMBER DOCK TO BE

REMOVED AND REPLACED

EXISTING TIMBER DOCK TO BE

REMOVED AND REPLACED

EXISTING TIMBER DOCK TO BE

REMOVED AND REPLACED

EXISTING TIMBER POSTS TO BE

REMOVED (TYP.)

LEGEND

VEGETATION LINE

MEAN HIGH WATER

EL.=(-)0.29 NAVD 88

MEAN LOW WATER

EL.=(-)0.57 NAVD 88

M

AT

C H

LI

N

E B

M

AT

C H

LI

N

E B

142'-3"±

60'-2"±

-1

-1

-1

M

AT

C H

LI

N

E A

M

AT

C H

LI

N

E A

119'-3"±

-1

-2 -3

-3

-4

-1

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER

EXISTING DILAPIDATED COVERED

DOCK TO BE REMOVED

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER

Digitally signed by Curtis N. Todd Date:

2023.09.21 16:17:08 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 4 of 11

1.5

1.6 1.81.5

0.6

1.5

-0.2

-1.1

0.0

-0.5

-1.4

-0.4

-1.7

-1.4 -1.2 1.6

1.3 0.7-0.2 -0.8 -1.0

-0.4

0.1

0.3

-1.0 -1.1

0.1

-0.5

-1.5 -1.6

0.0

0.4

-0.7

-1.5

-0.2 0.2

-0.2

-1.7

-0.6

-1.0

0.50.6

0.2

0.5

0.20.1

0.1 -0.8 -1.1

0.3

0.30.2

0.20.1

0.1-0.1

-0.0 -0.5

-0.5 -0.3

-0.5 -0.6

-0.3 -0.3

-0.4 -0.3

-0.2 -0.1

-0.3 0.0

-0.1 -0.1

-0.3 -0.1

-0.4 -0.0

-0.1 -0.3

-0.1 -0.3

-0.3 -0.5

-0.8 -0.8

-0.2 0.2

0.20.4

0.1-0.4

-0.5

-0.5

0.6

-0.8

-0.8

-0.6 -1.4

-2.2

-2.1

-1.9

-1.9

-2.6

-3.1 -2.9

-3.0 -2.9

-3.3

-3.6

-3.0 -3.1 -3.4 -3.1

-3.8 -4.2 -3.3

SHEET

TITLE OF SHEET DRAWING NO.SUB SHEET NO.DESIGNED:A/E FIRM

DATE:

TECH. REVIEW:

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NO.

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CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

BL

SITE PLAN

C-4 5

SCALE OF FEET

0 5 10

LEGEND

VEGETATION LINE

MEAN HIGH WATER

EL.=(-)0.29 NAVD 88

MEAN LOW WATER

EL.=(-)0.57 NAVD 88

M

AT

C H

LI

N

E B

M

AT

C H

LI

N

E B

EL.=(+)2.50EL.=(+)2.50

142'-3"

59'-3"

10'-0" C.C.

PILES (TYP.)

10'-0" C.C.

PILES (TYP.)

14'-0"

20'-10"

4'-0"

(TYP.)

4'-0"

(TYP.)

EL.=(+)2.50

10'-0" C.C.

PILES

10'-0" C.C.

PILES

5'-0" C.C.

PILES

5'-0" C.C.

PILES

3'-2" C.C.

PILES

-1

-1

-1

M

AT

C H

LI

N

E A

M

AT

C H

LI

N

E A

EL.=(+)1.30EL.=(+)2.50EL.=(+)2.50

20'-0" RAMP99'-4"

10'-0" C.C.

PILES (TYP.)

4'-0"

(TYP.)

-1

-2-3

5'-0"

5'-0"

PROPOSED

CONCRETE SLAB

-1

(6) PROPOSED

DOCK CLEATS

PROPOSED CONCRETE

GRADE BEAM

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER

PROPOSED TEMPORARY TYPE II

FLOATING TURBIDITY BARRIER

Digitally signed by Curtis N.

Todd Date:

2023.09.21 16:17:41 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 5 of 11

SHEET

TITLE OF SHEET DRAWING NO.SUB SHEET NO.DESIGNED:A/E FIRM

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CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

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TIMBER DOCK DETAILS

C-5 6

NOTE:

ECOGRATE DECKING SHALL BE FASTENED PER

MANUFACTURES GUIDELINES. ALL HARDWARE SHALL BE

316 STAINLESS STEEL. CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR APPROVAL PRIOR TO ORDERING.

TIMBER DOCK ELEVATION

1" = 1'

3" X 8" X 18" SPLICE BLOCK, S.Y.P. No.2

GRADE, WITH (2) 5 8" DIA. S.S. THREADED

RODS, NUTS AND WASHERS (TYP.)

(2) 3 4" DIA. S.S. THREADED RODS,

NUTS AND WASHERS (TYP.)

S.S. HURRICANE

STRAPS AND S.S.

SCREWS, BOTH

SIDES (TYP.)

3" X 8" CAP BOARD, S.Y.P.

No.2 GRADE (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE (TYP.)

2'-4" C.C. PILES (TYP.)

4'-0" ECOGRATE DECK

1'-103 4" C.C.

PILE GUARD DENSO SEASHIELD SERIES 90 OR

APPROVED EQUAL, INSTALL 24" BELOW MUDLINE TO

15" ABOVE MHW. PILE WRAP SHALL BE HERMETICALLY

SEALED WITH S.S. BANDS (TYP.)

ECOGRATE 1" DEEP X 3 4" X 4"

RECTANGULAR 8' X 4' PANEL OPEN GRATING

(62% OPEN AREA) (TYP.)

10" DIA. S.Y.P. TIMBER PILE MARINE GRADE

PER ASTM D25. LENGTH = 25' (TYP.)

(2) 5 8" DIA. S.S. THREADED RODS,

NUTS AND WASHERS (TYP.)

3" X 8" X 18" SPLICE BLOCK, S.Y.P. No.2

GRADE, WITH (2) 5 8" DIA. S.S. THREADED

RODS, NUTS AND WASHERS (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE (TYP.)

S.S. HURRICANE STRAPS AND S.S.

SCREWS, BOTH SIDES (TYP.)

3" X 8" CAP BOARD, S.Y.P.

No.2 GRADE (TYP.)

(2) 3 4" DIA. S.S.

THREADED ROD, NUTS

AND WASHERS (TYP.)

4'-0

2'-4" C.C.

PILES

10" DIA. S.Y.P. TIMBER PILE MARINE GRADE

PER ASTM D25. LENGTH = 25' (TYP.)

1'-103 4" C.C.

10'-0" C.C. PILES (TYP.)

3" X 8" STRINGERS,

S.Y.P. No.2 GRADE

(TYP.)

10'-0" C.C. PILES (TYP.)

3" X 8" CAP BOARD,

S.Y.P. No.2 GRADE (TYP.)

ECOGRATE 1" DEEP X 3 4" X 4"

RECTANGULAR 8' X 4' PANEL OPEN

GRATING (62% OPEN AREA) (TYP.)

SPLICE BLOCK BOLTS (2) 5 8"

DIA. S.S. THREADED RODS,

NUTS AND WASHERS (TYP.)

10" DIA. S.Y.P. TIMBER PILE MARINE GRADE

PER ASTM D25. LENGTH = 25' (TYP.)

(2) 3 4" DIA. S.S. THREADED ROD,

NUTS AND WASHERS (TYP.)

ECOGRATE 1" DEEP X 3 4" X 4"

RECTANGULAR 8' X 4' PANEL

OPEN GRATING

(62% OPEN AREA) (TYP.)

PILE GUARD DENSO SEASHIELD SERIES 90 OR

APPROVED EQUAL, INSTALL 24" BELOW MUDLINE TO

15" ABOVE MHW. PILE WRAP SHALL BE HERMETICALLY

SEALED WITH S.S. BANDS (TYP.)

MHW EL.=(-)0.29

MLW EL.=(-)0.57

MHW EL.=(-)0.29

MLW EL.=(-)0.57

TOP OF DECK

EL. VARIES

TOP OF DECK

EL. VARIES

SPLICE BLOCK

CONNECTION

PILE

CONNECTION

1'-103 4" C.C.

TIMBER DOCK PLAN

1" = 1'

1'-103 4" C.C.

TIMBER DOCK CROSS-SECTION

2" = 1'

14" GALVANIZED CLEAT

040114-5.18 LBS

15" 316 S.S.

DECK CLEAT

Digitally signed by Curtis N. Todd Date:

2023.09.21 16:18:10 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 6 of 11

DATE:

TECH. REVIEW:

PKG.

NO.

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CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

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DECKING AND CLEAT DETAILS

C-6 7

NOTE:

DETAILS SHOWN DEPICTED FOR BIDDING PURPOSES

ONLY. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT

ENGINEER PRIOR TO ORDERING COMPONENTS.

Digitally signed by Curtis N.

Todd Date:

2023.09.21 16:18:35 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 7 of 11

DATE:

TECH. REVIEW:

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CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

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CONCRETE DETAILS

C-7 8

CONCRETE SLAB PLAN

1" = 1'

PROPOSED

CONCRETE SLAB

5'-0"

5'-0"

4'-0"

PROPOSED

GRADE BEAM

PROPOSED

TIMBER DOCK

EL.=(+)1.30

EL.=(+)1.30

EL.=(+)1.25

EL.=(+)1.25

10"12"

CONCRETE CONSTRUCTION REQUIREMENTS

THE BEARING SUBGRADE SHALL HAVE ALL ORGANIC, LOOSE, AND DELETERIOUS MATERIAL REMOVED, AND THE REMAINING CLEAN SOIL SHALL BE SMOOTH, SOUND, AND SOLID. ANY FILL MATERIAL SHALL BE COMPACTED WITH A VIBRATORY OR IMPACT COMPACTION MACHINE IN MAXIMUM 12 INCH LIFTS OR COMPACTED WITH A HAND TAMPER IN MAXIMUM 4 INCH LIFTS TO 98% OF MODIFIED PROCTOR PER AASHTO T-180.

CONCRETE SIDEWALK

1. MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH f'c = 4,500 psi

2. 6" MINIMUM THICKNESS

3. LARGE (3 4" MINIMUM) AND SMALL AGGREGATES WASHED AND FREE OF CHLORIDES OR REACTIVE CHEMICALS. AGGREGATE SHALL BE

CRUSHED STONE, NO PEA GRAVEL OR ROUNDED GRAVEL.

4. REINFORCED WITH 1.5 LBS. PER CUBIC YARD FIBERMESH 150 VIRGIN HOMOPOLYMER POLYPROPYLENE MULTI-FILAMENT FIBERS CONTAINING

NO OLEFIN MATERIALS.

5. 3

8" EXPANSION JOINT AT JUNCTION OF CONCRETE GRADE BEAM AND CONCRETE SLAB.

CONCRETE SLAB DETAILS

1" = 1'

6" MIN.

6" CONCRETE SLAB

12" SUBGRADE COMPACTED TO

98% MODIFIED MAX. DENSITY

MODIFIED PROCTOR AASHTO-T180

MINIMUM LBR = 40

12"

END BENT PLAN

1" = 1'

5'-0"

PROPOSED

CONCRETE SLAB

PROPOSED CONCRETE

GRADE BEAM

8" CLOSED-CELL NEOPRENE

EXPANSION JOINT, FULL W X H

10"12"

3" X 3" X 316" S.S. ANGLE,

LENGTH = 18" (TYP.)

1'-103 4" C.C.

1'-103 4" C.C.

3" X 8" X 18" SPLICE BLOCK, S.Y.P. No.2

GRADE, WITH (2) 5 8" DIA. S.S. THREADED

RODS, NUTS AND WASHERS (TYP.)

3" X 8" STRINGERS, S.Y.P.

No.2 GRADE (TYP.)

S.S. HURRICANE STRAPS AND

S.S. SCREWS, BOTH SIDES (TYP.)

(2) 3 4" DIA. S.S. THREADED ROD,

NUTS AND WASHERS (TYP.)

2'-4" C.C.

PILES

ECOGRATE 1" DEEP X 3 4" X 4"

RECTANGULAR 8' X 4' PANEL

OPEN GRATING

(62% OPEN AREA) (TYP.)

9'-5" MAXIMUM

3" X 8" CAP BOARD, S.Y.P.

No.2 GRADE (TYP.)

4'-0

10" DIA. S.Y.P. TIMBER PILE MARINE

GRADE PER ASTM D25 (TYP.)

GRADE BEAM CROSS-SECTION

2" = 1'

18" MINIMUM COMPACTED

#57 STONE BASE

PROPOSED NON-WOVEN GEOTEXTILE

FILTER FABRIC, MIRAFI 1160 SERIES

OR APPROVED EQUAL

22"

18"

6"

4"

10"

8" CLOSED-CELL NEOPRENE

EXPANSION JOINT, FULL W X H

3" X 3" X 316" S.S. ANGLE,

LENGTH = 18" (TYP.)

(2) 3 8" DIA. X 3" LONG S.S.

WEDGE ANCHORS (TYP.)

(11) #7 REBARS SPACED

EQUALLY AS SHOWN

#3 STIRRUPS

SPACED @ 12" C.C.

PROPOSED CONCRETE

GRADE BEAM

EL.=(+)1.30 PROPOSED CONCRETE SLAB

12"

2" OUT-TO-OUT

91 2" O

U T-

TO

-O

U T

NON-METALLIC CHAIRS

OR CONES (TYP.)

ECOGRATE PANEL

OPEN GRATING

3" X 8" STRINGERS,

S.Y.P. No.2 GRADE

4" CLEAR COVER, ALL SIDES

GRADE BEAM PLAN

2" = 1'

#3 STIRRUPS

SPACED @ 12" C.C.

#7 REBARS

4" CLEAR COVER,

ALL SIDES (TYP.)

8" CLOSED-CELL NEOPRENE

EXPANSION JOINT, FULL W X H

12" C.C.

5'-0"

PROPOSED

CONCRETE SLAB

22" 10"12"

EL.=(+)1.30

EL.=(+)1.30

Digitally signed by Curtis N.

Todd Date:

2023.09.21 16:19:17 -04'00'

File Name: 8350 River Rd Fellers House Canaveral National Seashore File No.: 0440250-001 FDEP Page 8 of 11

DATE:

TECH. REVIEW:

PKG.

NO.

OF07/19/2023

CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

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GENERAL NOTES

C-8 9

IMPORTANT NOTES TO BIDDERS:

1. The Contractor shall keep a pile driving log as specified in the plans and may not cut off piles until the Engineer has given approval to do so. The Contractor must provide advanced notification of a request to cut off piles so that the Engineer may make field observations, if necessary. The Engineer will not make a structure certification if the Contractor does not comply with this requirement. If a vibratory hammer, auger or jetting equipment is used to install piles, the time needed to hammer and/or jet and/or auger each pile shall be recorded.

2. The Contractor shall retain all material delivery tickets, material testing reports and cut-sheets/shop drawings for manufactured products for the project and provide copies to the Engineer on a weekly basis. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

3. The Engineer must be given advanced notice of the critical stages of construction such as initial construction stakeout, false-work, first casting of concrete, initial pile installation, initial framing, etc. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

4. The location of existing utilities, utility services, facilities, and structural features shown on these plans has been determined from the information available at the time of the preparation of these plans, but do not purport to be absolutely correct and are provided for only the convenience of the Contractor. Any inaccuracy or omission in such information shall not relieve the Contractor of its responsibility to protect the existing features from damage and unscheduled interruption of service or from the responsibility to relocate utilities are required. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of the plans the Contractor shall stop construction and notify the County and utility or facility owner immediately. The Contractor shall verify, prior to construction, the exact location, elevation, dimensions of all existing utilities, facilities, structures, and other features (whether or not shown in the plans). The Contractor shall be solely responsible for coordination of any utilities to be adjusted by others for the construction of this project and shall coordinate with other utilities and entitles as required to ensure the successful implementation of this project.

5. A pre-construction meeting must be scheduled before start of construction and all parties are to attend including: Owner or Owner's Representative, Engineer, Prime Contractor, Subcontractor(s), Surveyor, Applicable Tradesmen, etc. The Engineer will lead the meeting and provide a list of critical items to discuss.

GENERAL:

1. Owner hereinafter refers to Owner's Representative, City, County, Town, Developer or

Private Entity.

2. All elevations in the project plans are referenced to feet N.A.V.D. 88.

3. The project shall be straight, plumbed, level, and elevations are correct as shown in plans.

4. Any deviation from these plans, notes or specifications must be approved in writing by the Owner or Engineer, or else the deviation will be considered construction non-compliant with the plans and specifications.

5. Any discrepancies amongst the plans, notes, specifications and other bid documents must be resolved in writing by the Owner or Engineer prior to continuing the work in question.

6. These plans, notes and specifications, along with the other components of the project bidding documents, constitute the only instructions to bidders/contractors, unless written addenda are issued.

7. All construction, manufacturing, fabrication and testing of materials shall be performed under the guidelines set forth in applicable local, state and federal codes, and/or under recommendations provided in technical publications of respected professional or industry organizations. Material testing programs, where applicable, shall be presented to the Engineer for review and approval prior to construction.

8. All products constructed or manufactured/supplied for the project shall be accompanied by industry acceptable warranties or guarantees.

9. For the purpose of these specifications. "Project Completion" is defined as completion of an agreed upon list of punchlist items compiled in a planned project walkthrough held at a time the Contractor considers the project to be "Substantially Complete". The Contractor shall notify the Owner and Engineer at least 72 hours in advance of substantial completion and schedule a mutually agreeable walkthrough.

10. A portion of the site lies within flood zones “AE" with a base flood elevation of 5.0 as indicated on Federal Emergency Management Agency Flood Insurance Rate Map Community Panel No.12127C0715J dated September 29, 2017.

11. Any materials interfering with construction, and all abandoned utility lines, pipes, structures and other subterranean objects to be removed, shall be disposed of as directed by the Owner. All materials not claimed by the Owner shall be disposed of at the Contractor's expense in areas provided by the Contractor.

12. All materials to be removed from the existing structures per the construction plans.

13. The Contractor shall endeavor to protect private property. Any damage caused by the

Contractor in the performance of his work shall be corrected to the satisfaction of the Engineer at the Contractor's expense. Payment shall not be made for this work.

14. Any damage to state, county, or local roads caused by the Contractor's hauling or excavation equipment shall be repaired by the Contractor to the satisfaction of the Engineer. Payment shall not be made for this work.

15. The construction lengths indicated in these plans are approximate. Actual limits may be set in the fields as directed by the Engineer.

16. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing, or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on site unless approved by the Engineer.

17. All trimming undertaken on a tree protected by provisions of the land development code shall be pruned in accordance with the National Arborist Association (NAA) Pruning Standards.

18. The Owner and the Engineer reserve the right to perform quality assurance testing on all materials delivered to project and to reject all materials not meeting acceptable standards.

19. The Contractor shall be responsible for the complete stake-out of the project, i.e., line, grade, slope stake, utility relocations or any other stake-out that may be required to complete the project in accordance with the plans and specifications. Any and all expenses incurred for this work shall be included in the unit price bid for other items. No additional payment shall be made for this work. Contractor shall also be required to provide a certified as-built survey of the grading, drainage and earthwork improvements and meet any minimum requirements of Owner.

20. Overall cleanup shall be accomplished by the Contractor in accordance with Owner standards or as directed by the Engineer. Any and all expenses incurred for this work shall be included in the unit price bid for other items.

21. If, during construction activities, any evidence of historic resources including, but not limited to, aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or historic building foundations are discovered, work shall come to an immediate stop and the client and the Florida Division of Historical Resources shall be notified within two working days.

22. All materials and construction shall be in accordance with the more stringent of the current FDOT Standards and Specifications or Volusia County Standards and Specifications.

23. Contractor shall be responsible for independently calculating all quantities for the project including earthwork. It is the Contractors responsibility to verify the Engineers estimated quantities included on the bid schedule.

24. The Contractor shall provide pumping equipment and devices to properly remove and dispose of water during construction, if needed.

25. Refer to construction pollution prevention plan for erosion control notes.

SURVEY INFORMATION:

Topographic information shown hereon from survey performed by Arc Surveying & Mapping, Inc. February 23, 2023. Referenced on the North American Vertical Datum of 1988 (N.A.V.D.

88).

SOIL BORINGS:

Structural calculations based on the Subsurface Exploration, dated March 24, 2023 by Universal Engineering Sciences. The Subsurface Exploration has a total of two borings, B-1 and B-2, and a series of muck probes. Refer to the Geotechnical Report.

ENVIRONMENTAL AND PERMITS:

1. The U.S. Army Corps of Engineers (USACE), St. Johns River Water Management

District (SJRWMD), Florida Department of Environmental Protection (FDEP), Florida Fish and Wildlife Conservation Commission (FWC) and the local city or county may exert jurisdiction over construction of the project. The Contractor shall be responsible to understand and comply with all applicable permit conditions imposed by the jurisdictional agencies, if permits are necessary. If not, the Contractor must at least comply with general state water quality standards for siltation and guidelines for encounters with threatened and endangered species.

2. All building and construction-related permits from the local (city or county) or state authorities are the responsibility of the Contractor.

3. The Contractor shall be responsible for penalties and/or fines levied due to work that is not in accordance with permit conditions.

4. National Marine Fisheries Services has special conditions for manatees. See details.

SUBMITTALS:

All submittals shall be made to the Engineer of Record for review and approval, in writing, prior to ordering and before construction. Submittals also include but are not limited to, shop drawings, mark-up drawings, sketches, cut-sheets, product literature, additional specifications, photographs and letters.

Submittals list:

1. Schedule for completion of work with tasks and durations defined.

2. Shipping, Stockpile and Site Administration Plan (SSSAP).

3. Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker's parking and construction equipment.

4. Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site. See "Site Safety" heading.

5. Complete list of required shop drawing submittals shall be provided by the Engineer at the preconstruction meeting.

6. Changes, alternates or other methods different from project plans must be approved, in writing, via submittals required by the Engineer and/or Owner.

7. After completing the punchlist in the field, the Contractor must submit a itemized punchlist, as-built survey and record drawings for final changes and the Engineer of Record approving in writing.

8. The Contractor shall be responsible for keeping a log of change orders, RFI's and shop drawings. The log shall be updated and available upon request.

INSPECTION COORDINATION:

1. The Engineer will be conducting routine observations and observations at critical stages of construction. A minimum of 72 hours notice shall be given to the Engineer prior to commencing the critical stages of construction. In general, critical stages are the initial work on the major structure components. Examples of critical stages of construction include: initial construction stakeout, false-work, first casting of concrete, initial pile installation, initial framing, etc.

2. The local city or county may perform their own construction observations in addition to the Engineer. No observers other than the Engineer or his/her designated representative shall have the authority to determine compliance with plans and specifications.

3. Other observers may relay information to the Engineer, but it will be the Contractor's ultimate responsibility to maintain contact and resolve disputes, questions, field changes, payment requests, etc. directly with the Owner or Engineer.

CONSTRUCTION SURVEYING:

1. Stake-out survey of the project is the responsibility of the Contractor. Beginning and end points will be provided by the Owner or Engineer in the project drawings.

2. The staked project must be approved by the Engineer prior to commencing construction. The Engineer reserves the right to make alignment changes based on conditions portrayed by the initial stakeout.

3. Methods and frequency of continuing stake-out during construction shall be submitted to the Engineer for…