Attachment_0010_SAJ-2023-02279_Feller_House_RGP20_Verification_Letter_0001.pdf

South Atlantic Division Jacksonville District North Permits Branch Cocoa Section

SAJ-2023-02279 (GP-PJR)

Mr. Leonardo Da Silva U.S. National Park Service 212 S Washington Avenue Titusville, FL 32796 Sent via email: leonardo_dasilva@nps.gov

Dear Mr. Da Silva:

The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit, which the Corps received on September 27, 2023. Your application was assigned file number SAJ-2023-02279. A review of the information and drawings provided indicates that the proposed project would result in the removal and installation of a pile-supported structure, for a combined 1,414 SF, to the following specifications:

a). Removal of existing boardwalk, covered terminal platform, and pilings b). Installation of approximately 4x280 ft (1,120 SF) pier boardwalk in existing footprint c). Installation of approximately 14x21 ft (294 SF) pier terminal platform in existing footprint d). Installation of (40) 10-inch diameter wood pilings e). No more than two (2) total existing wet slips

The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403). The project is located in the Mosquito Lagoon at 8350 River Road, in Section 27, Township 18 South, Range 35 East, New Smyrna Beach, Volusia County, Florida.

Latitude: 28.906822⁰, Longitude: -80.821220⁰.

This letter verifies your project, as described above and depicted on the enclosed drawings, is authorized by Regional General Permit (RGP) SAJ-20 and any subsequent modifications, if applicable. This RGP authorization is valid until March 28, 2028.

Please access the Corps' Jacksonville District Regulatory Division Source Book web page to view the special and general conditions for SAJ-20, which apply specifically to

DEPARTMENT OF THE ARMY

CORPS OF ENGINEERS, JACKSONVILLE DISTRICT

400 HIGH POINT DRIVE, SUITE 600

COCOA, FLORIDA 32926-6630

November 8, 2023 mailto:leonardo_dasilva@nps.gov

-2-this authorization. The Internet URL address is:

https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/.

Please be aware this Internet address is case sensitive and you will need to enter it exactly as it appears above. Once there, select “General Permits.” Then you will need to select the specific SAJ permit noted above.

You must comply with all of the general and special conditions of the RGP, as well as any project-specific conditions included in this letter.

General Conditions (33 CFR PART 320-330):

1. The time limit for completing the work authorized ends on March 28, 2028.

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit you must obtain the signature of the new owner on the transfer form attached to this letter and forward a copy to this office to validate the transfer of this authorization.

5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit.

6. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.

https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/

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Project Specific Special Conditions:

The following project specific special conditions are included with this verification:

1. Reporting Address: The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses:

a. For electronic mail (preferred): SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

The Permittee shall reference this permit number, SAJ-2023-02279 (GP-PJR), on all submittals.

2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit, the Permittee shall submit a completed “Commencement Notification” form, provided as an attachment to this permit.

3. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached “Self-Certification Statement of Compliance” form and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self-Certification Statement of Compliance” form. The description of any deviations on the “Self-Certification Statement of Compliance” form does not constitute approval of any deviations by the Corps. The Self-Certification form is provided as an attachment to this permit.

4. Cultural Resources/Historic Properties:

a. No structure or work shall adversely affect, impact, or disturb properties listed in the National Register of Historic Places (NRHP), or those eligible for inclusion in the NRHP.

b. If, during permitted activities, items that may have historic or archaeological origin are observed the Permittee shall immediately cease all activities adjacent to the discovery that may result in the destruction of these resources and shall prevent his/her employees from further removing, or otherwise damaging, such resources. The applicant shall notify both the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)-245-6333 and the Corps, of the observations within the same business day (8 hours).

mailto:SAJ-RD-Enforcement@usace.army.mil

-4-

Examples of submerged historical, archaeological or cultural resources include shipwrecks, shipwreck debris fields (such as steam engine parts, or wood planks and beams), anchors, ballast rock, concreted iron objects, concentrations of coal, prehistoric watercraft (such as log "dugouts"), and other evidence of human activity. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. The Corps shall coordinate with the Florida State Historic Preservation Officer (SHPO) to assess the significance of the discovery and devise appropriate actions. Project activities shall not resume without verbal and/or written authorization from the Corps.

c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition and, if deemed necessary by the SHPO or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps.

d. In the unlikely event that unmarked human remains are identified on non-federal lands; they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the SHPO and from the Corps.

5. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained daily until the authorized work has been completed and turbidity within the construction area has returned to ambient levels. Turbidity barriers shall be removed upon stabilization of the work area.

6. Jacksonville District Programmatic Biological Opinion (JAXBO): Structures and activities authorized under this permit will be constructed and operated in accordance with all applicable PDCs contained in the JAXBO, based on the permitted activity. Johnson’s seagrass and its critical habitat were delisted from the

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Endangered Species Act on May 16, 2022. Therefore, JAXBO PDCs required to minimize adverse effects to Johnson’s seagrass and its critical habitat are no longer applicable to any project. Failure to comply with applicable PDCs will constitute noncompliance with this permit. In addition, failure to comply with the applicable PDCs, where a take of listed species occurs, would constitute an unauthorized take.

The NMFS is the appropriate authority to determine compliance with the Endangered Species Act. The most current version of JAXBO can be accessed at the Jacksonville District Regulatory Division website in the Endangered Species section of the Sourcebook located at:

http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx

JAXBO may be subject to revision at any time. The most recent version of the JAXBO must be utilized during the design and construction of the permitted work.

7. Manatee Conditions: The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011”. The most recent version of the Manatee Conditions must be utilized. The conditions are provided as an attachment to this permit.

8. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

9. Regulatory Agency Changes: Should any other regulatory agency require changes to the work authorized or obligated by this permit, the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes.

It is the Permittee’s responsibility to request a modification of this permit from the Cocoa Regulatory Office.

This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec.

379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code.

With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx http://www.myfwc.com/license/wildlife/

-6-special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species.

This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program.

This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required.

Thank you for your cooperation with our permit program. The Corps’ Jacksonville

District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive and you will need to enter it exactly as it appears above. Your input is appreciated – favorable or otherwise.

Should you have any questions related to this RGP verification or have issues accessing the documents referenced in this letter, please contact Paul Ruben at the letterhead address above, via telephone at (321) 504-3771 ext. 0026, or via e-mail at paul.j.ruben@usace.army.mil.

Sincerely, For, John C. Palmer Chief, Cocoa Section

Enclosures:

Commencement Notification Self-Certification of Compliance Permit Transfer Request Regulations for Approaching Right Whales Manatee Conditions Project Designs CC: Natalie Tejada (Dredging & Marine Consultants, LLC) http://www.fnai.org/ https://regulatory.ops.usace.army.mil/customer-service-survey/ mailto:paul.j.ruben@usace.army.mil

COMMENCEMENT

NOTIFICATION

Within 10 days of initiating the authorized work, submit this form via electronic mail to:

saj- rd-enforcement@usace.army.mil (preferred, not to exceed 15 MB) or by standard mail to U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

1. Department of the Army Permit Number: SAJ-2023-02279 (GP-PJR)

2. Permittee Information:

Name: ________________________________________

Email: ________________________________________

Address: ________________________________________

Phone: ________________________________________

3. Construction Start Date: ________________

4. Contact to Schedule Inspection:

Name: ________________________________________

Email: ________________________________________

Phone: ________________________________________

Signature of Permittee

Printed Name of Permittee

Date mailto:rd-enforcement@usace.army.mil

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number: GP-20 Application Number: SAJ-2023-02279

Permittee’s Name & Address (please print or type):___________________________

Telephone Number:__________________________________________________

Location of the Work:______________________________________________

Date Work Started:______________ Date Work Completed:______________

Description of the Work (e.g., bank stabilization, residential or commercial filling, docks, dredging, etc.):________________________

Acreage or Square Feet of Impacts to Waters of the United States:

Describe Mitigation completed (if applicable):_____________________

Describe any Deviations from Permit (attach drawing(s) depicting the deviations):

I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s).

Signature of Permittee

Date

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

DA PERMIT NUMBER: SAJ-2023-02279 (RGP-PJR)

When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to:

SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

___________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

mailto:SAJ-RD-Enforcement@usace.army.mil

Summary Interpretations of the noise impact zones associated with the project shown in Table 80 are as follows:

• Potential injury for fish and sea turtles from single pile strikes (sSEL) is not measurable as the source levels do not exceed the threshold values for injury.

• Potential injury to fish from cumulative sound exposure (cSEL) each day is possible within

10 m from the pile. For the purpose of this example, fish includes sturgeon and smalltooth sawfish. Since threshold values for sea turtles are not currently known we assume the thresholds used for fish also apply to sea turtles. Therefore we assume the 10 m cumulative sound exposure injury zone also applies to sea turtles.

• Behavioral responses of sea turtles may occur up to 46 m (150 ft) from the project.

• Behavioral responses of fish may occur up to 215 m (705 ft) from the project.

Appendix C: North Atlantic Right Whale Information Form 16 Federal Regulations Governing the Approach to North Atlantic Right Whales

1. Federal regulations governing the approach to North Atlantic right whales can be found at 50 CFR 224.103(c). It is illegal to approach and remain within 500 yards of right whales; 500 yards is equal to the distance of 5 football fields.

Prohibitions on approaching right whales are as follows (Excerpts from 50 CFR 224.103(c), available at www.ecfr.gov): Unless otherwise lawfully allowed or unless doing so would create an imminent and serious threat to a person or vessel, it is unlawful to:

(i) Approach (including by interception) within 500 yards

(460 m) of a right whale by vessel

(ii) Fail to undertake required right whale avoidance measures. If underway, a vessel must steer a course away from the right whale and immediately leave the area at a slow safe speed.

2. Updates can be downloaded from:

a. http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm, or

b. www.ecfr.gov http://www.ecfr.gov/ http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm http://www.ecfr.gov/

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK

The permittee shall comply with the following conditions intended to protect manatees from direct project effects:

a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.

b. All vessels associated with the construction project shall operate at "Idle Speed/No

Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.

d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation.

Animals must not be herded away or harassed into leaving.

e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or in Vero Beach (1-772-562-3909) for south Florida, and emailed to FWC at ImperiledSpecies@myFWC.com.

f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8½ " by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at http://www.myfwc.com/WILDLIFEHABITATS/manatee_sign_vendors.htm. Questions concerning these signs can be forwarded to the email address listed above.

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

AutoCAD SHX Text

PRIME/ARCH:

AutoCAD SHX Text Houser Walker Architecture

AutoCAD SHX Text Atlanta, GA

AutoCAD SHX Text

PROJECT LEAD / LANDSCAPE ARCHITECT:

AutoCAD SHX Text Marquis Latimer + Halback, Inc. St. Augustine, FL LA6667110 (Qualifier)

AutoCAD SHX Text

MARINE ENGINEERING / CIVIL / PERMITTING:

AutoCAD SHX Text Dredging & Marine Consultants, Inc. Port Orange, FL

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

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

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.)

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

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

2.54

2.44

2.49 2.48

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

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

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

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:

PKG.

NO.

OF07/19/2023

CANAVERAL NATIONAL SEASHORE

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

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

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

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

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

DATE:

TECH. REVIEW:

PKG.

NO.

OF07/19/2023

CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

BL

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.

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

DATE:

TECH. REVIEW:

PKG.

NO.

OF07/19/2023

CANAVERAL NATIONAL SEASHORE

CANA 233967 REPLACE FELLERS HOUSE DOCK AND PIER

AS

CADD:

BL

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

PRIME: Houser Walker Architecture Atlanta, Georgia PROJECT LEAD / LANDSCAPE ARCHITECT: Marquis Latimer + Halback, Inc. St. Augustine, Florida Jeremy Marquis LA6667110 ENGINEER / PERMITTING: Dredging & Marine Consultants Port Orange, Florida Chris Todd, PE No. 37136

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 approval prior to beginning construction.

4. The Contractor must perform an independent construction record survey (as-built survey) as a check for compliance at the end of the project. The record survey must be signed and sealed by a State of Florida Licensed Professional Surveyor. The record survey must be referenced to feet N.A.V.D. 88.

5. The Prime Contractor is advised that certification of the project elevations and alignment is required by the Engineer for final acceptance of work.

SITE SAFETY:

The Contractor…