FDEP_Permit_No.449805-001.pdf

June 21, 2024

City of Holy Hill/ Steve Juengst

453 LPGA Blvd

Holly Hill, FL 32117 sjuengst@hollyhillfl.org

File No.: 449805-001 County: Volusia

Dear Steve Juengst:

On June 11, 2024, we received your request for verification of exemption to perform the following activities:

Replace approximately 200 linear feet of an existing failing bulkhead inside the Halifax River, a class III waterbody. This project is located at 135 Riverside Dr Holly Hill, FL 32117 Section 37, Township 15

South, Range 33 East, 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 portion of this verification request. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed.

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 Kelvin Jauregui at the letterhead address or at Kelvin.Jauregui@FloridaDEP.gov and 407-897-2924.

FLORIDA DEPARTMENT OF

Environmental Protection

Central District Office

3319 Maguire Blvd., Suite 232 Orlando, Florida 32803

DEP_CD@FloridaDEP.gov

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawn Hamilton

Secretary mailto:sjuengst@hollyhillfl.org mailto:Kelvin.Jauregui@FloridaDEP.gov mailto:DEP_CD@FloridaDEP.gov

File Name: Riverside Park Seawall Repair

FDEP File No.: 449805-001

1. Regulatory Review –Verified

Based on the information submitted, the Department has verified that the proposed activity is exempt under Chapter 62-330.051(12), Florida Administrative Code (F.A.C.), and Section 403.813(1)(e), Florida Statues, 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 Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of

Trustees) and issues certain authorizations for the use of sovereign submerged lands. The Department has the authority to review activities on sovereign submerged lands under Chapters 253 and 258 of the

Florida Statutes, and Chapters 18-20 and 18-21 of the Florida Administrative Code.

The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the

Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for a letter of consent under Section 253.77, Florida Statutes, to construct and use the activity on the specified sovereign 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. You must apply separately to the Corps using the Application for Department of the Army Permit (ENG 4345) or alternative as allowed by Corps regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Sourcebook:

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

Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the

U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental

Protection (or Duly Authorized Designee), State Programmatic General Permit”, Section 10 of the

Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act.

3.2. Coastal Zone Management Presumed

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

3.3. Water Quality Certification Waived

This permit also constitutes an express waiver of water quality certification under Section 401 of the

Clean Water Act, 33 U.S.C. Section 1341. Pursuant to Rule 62-330.062, F.A.C. State Water Quality

Certification is waived for activities that are exempt under rule 62-330.051 or 62-330.0511, F.A.C.

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

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 Orange County, Florida.

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

Jason Seyfert

Environmental Administrator

Permitting and Waste Cleanup Program

Enclosures:

Exempt Activities - Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization, Chapter 62-330.051(12), F.A.C.

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:

Volusia County, enviropermit@volusia.org

Kelvin Jauregui, FDEP, Kelvin.Jauregui@FloridaDEP.gov

Natalie Tejada, Agent, ntejada@dmces.com

FILING AND ACKNOWLEDGMENT

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

June 21, 2024

Clerk Date mailto:enviropermit@volusia.org mailto:Kelvin.jauregui@FloridaDEP.gov mailto:ntejada@dmces.com

62-330.051 (12) Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization ‒

(a) Construction, replacement, and repair of seawalls or riprap in artificially created waterways under section 403.813(1)(i), F.S., and within residential canal systems legally in existence under chapter 403 or part IV of chapter 373, F.S, including only that backfilling needed to level the land behind seawalls or riprap.

(b) The restoration of a seawall or riprap under section 403.813(1)(e), F.S., where:

1. The seawall or riprap has been damaged or destroyed within the last year by a discrete event, such as a storm, flood, accident, or fire or where the seawall or riprap restoration or repair involves only minimal backfilling to level the land directly associated with the restoration or repair and does not involve land reclamation as the primary project purpose.

See section 3.2.4 of Volume I for factors used to determine qualification under this provision;

2. Restoration shall be no more than 18 inches waterward of its previous location, as measured from the waterward face of the existing seawall to the face of the restored seawall, or from the waterward slope of the existing riprap to the waterward slope of the restored riprap; and

3. Applicable permits under chapter 161, F.S., are obtained.

(c) The construction of seawalls or riprap in wetlands or other surface waters between and adjoining existing seawalls or riprap at both ends in accordance with section 403.813(1)(o), F.S.

For purposes of this exemption, riprap is subject to the same length and orientation limitations as a seawall.

(d) Installation of batter piles, king piles, or a seawall cap, used exclusively to stabilize and repair seawalls, provided they do not impede navigation.

(e) Restoration of an eroding shoreline with native wetland vegetative enhancement plantings, provided:

1. The length of shoreline is 500 linear feet or less;

3. Plantings extend no farther than 10 feet waterward of the approximate mean high water line (MHWL) or ordinary high water line (OHWL);

2. Plantings are native wetland plants appropriate for the site obtained from commercially-grown stock;

4. All invasive and exotic vegetative species along the shoreline is removed in conjunction with the planting to the extent practicable;

5. Biodegradable natural fiber logs or mats that are secured in place, such as with the use of wooden stakes, may be used if necessary to support the vegetative plantings; and

6. No fill is placed other than that needed to support the vegetative plantings, except that a breakwater is authorized to be installed concurrent with the planting if permanent wave attenuation is required to maintain the shoreline vegetation, provided:

a. The waterward toe of the breakwater extends no more than 10 feet waterward of the approximate MHWL or OHWL, with a top height of no more than the mean or ordinary high water elevation;

b. The breakwater is composed predominantly of natural oyster shell cultch (clean and fossilized oyster shell) or other stable, non-degradable materials such as oyster reef, reef balls, boulders, clean concrete rubble, riprap, rock sills, or triangular concrete forms. Oyster shell cultch, if used, shall be enclosed in mesh bags having openings of no more than three inches, or securely fixed to matting prior to placement in the water.

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Oyster bags and mats must be anchored to prevent movement of shell from the project area;

c. The breakwater shall not be placed over, or within three feet (in any direction) of any submerged grass bed or existing emergent marsh vegetation;

d. The breakwater shall be placed in units so that there is at least one opening measuring at least five feet in width located every 75 linear feet along the breakwater, with a minimum of one opening, to allow the flow of water and the passage of fish and aquatic wildlife;

e. All equipment used during construction shall be operated from, and be stored in uplands; and

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

onenote:#62-330.050%20-%20Procedures%20for%20review%20of%20ex%20req&section-id={887099DC-B060-4FFE-AE86-C86274FD4101}&page-id={A0808CA3-7330-4A63-BA11-8A2FF32F154B}&end&base-path=L:/Library/ERP/ERP%20Rules%20and%20Guidance/Rules%20and%20Regulations.one

BENCHMARK 1 - IRS

N: 1781375.223 E: 647326.920 Elev: 4.69'

BENCHMARK 2 - MGDS

N: 1780534.057

E: 647670.428 Elev: 6.25'

HALIFAX RIVERHALIFAX RIVER

PID: 533734060010

PI

D

: 5

PI

D

: 5

1 PID: 533734060019

PI

D

: 5

PID: 533734060018

PID: 533748010001

PID: 533734060015 PID: 424401360200

FILE PATH: F:\ARC_DATA\2022\22-256 RIVERSIDE PARK BULKHEAD HOLLY HILL\DELIVERABLE\5-17-2023\22-256_HOLLY-HILL-BULKHEAD_TOPO.DWG PLOTTED BY: COLE BAKER ON: 5/17/2023 1:47 PM LAST SAVED BY: CBAKER ON: 5/17/2023 1:44 PM

Richard J. Sawyer SHEET NUMBER: of 01 04PSM6131

REVISIONS

CEB 05/17/23 MES

22-256_HOLLY_HILL_BLK_C_ALL_05042023.csv

MAY 04, 2023PREPARED FOR

PROJECT:

RIVERSIDE PARK BULKHEAD - HOLLY HILL

LOCATED IN:

VOLUSIA COUNTY, FLORIDA

22-256_Holly-Hill-Bulkhead_Topo.dwg

NE22-256 XXX

DEDGING & MARINE

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SURVEYOR'S CERTIFICATION

A PORTION OF SECTION 39, TOWNSHIP 15 SOUTH, RANGE 33 EAST, VOLUSIA COUNTY, FLORIDA

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

SURVEYOR'S NOTES:

1) This survey is limited to above ground visible improvements, except as shown hereon, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc.

2) There may be additional restrictions that are not shown on this survey that may be found in the Public Records of this county.

3) All dimensions, unless otherwise noted, are US Survey Feet.

4) Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties.

5) The subject parcel lies in Flood Zone "X", according to Flood Insurance Rate Map, Map No. 12127C0357J for Volusia County, Florida, dated September 29, 2017 and issued by the Federal Emergency Management Agency. Lines shown have been digitally translated from DFIRM database information supplied by the FEMA Map Service Center (https://msc.fema.gov).

6) Elevations shown hereon are based on the North American Vertical Datum of 1988 (NAVD 88), being derived utilizing a Trimble R8 RTK base station referenced to a NGS Brass Disk stamped "V 722 2009", having a published elevation of 12.09 feet (NAVD 88).

7) Horizontal Datum is reference to Florida State Plane Coordinate System, East, Zone, North American Datum of 1983 (NAD83), being derived utilizing a Trimble R8 RTK base station referenced to a NGS Brass Disk stamped "V 722 2009", having published coordinates of 1781881.8440, 644843.9940.

8) Lines and points shown on this map are for 2D visual purposes only, as points and lines will be altered/deleted for aesthetic reasons.

Unaltered 3D data should only be viewed and utilized in the *-SURF drawing (.dwg) file, either directly or as an external reference.

9) Use of this survey for purposes other than intended, without written verification, will be at the user's sole risk and without liability to the surveyor. Nothing hereon shall be construed to give any rights or benefits to anyone other than those certified to.

10) On this drawing, certify means to state or declare a professional opinion of conditions regarding those findings or facts which are the subject of the certification and does not constitute a warranty or guarantee, either implied or expressed. This certification is only for the lands as described. This certification is not a certificate of title, easements, zoning, or freedom of encumbrances.

11) Adjoining information (lot lines, right-of-way lines, section lines, etc.) that does not have a measured dimension may not be drawn to accuracy, may be for aesthetic reasons only, and should not be taken as the true location of said feature.

12) The Mean High Water line elevation (-0.04' NAVD88) and Mean Low Water Line elevation (-0.741' NAVD88) derived from extending Tide Interpolation Point 3925 as depicted on Florida DEP labins.org.

VICINITY MAP

(NOT TO SCALE)

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1" = 40'

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LOCATION

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P Property LinesL

Set 5/8" Iron Rod With Cap LB 6487IRS

Set Mag Nail and Disk LB 6487MGDS

PID Parcel Identification

SHEET 4

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AutoCAD SHX Text THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED CERTIFY THAT THE ABOVE LANDS WERE SURVEYED CERTIFY THAT THE ABOVE LANDS WERE SURVEYED THAT THE ABOVE LANDS WERE SURVEYED THAT THE ABOVE LANDS WERE SURVEYED THE ABOVE LANDS WERE SURVEYED THE ABOVE LANDS WERE SURVEYED ABOVE LANDS WERE SURVEYED ABOVE LANDS WERE SURVEYED LANDS WERE SURVEYED LANDS WERE SURVEYED WERE SURVEYED WERE SURVEYED SURVEYED SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT RESPONSIBLE SUPERVISION AND DIRECTION, THAT RESPONSIBLE SUPERVISION AND DIRECTION, THAT SUPERVISION AND DIRECTION, THAT SUPERVISION AND DIRECTION, THAT AND DIRECTION, THAT AND DIRECTION, THAT DIRECTION, THAT DIRECTION, THAT THAT THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND NO ENCROACHMENTS EXCEPT AS SHOWN AND NO ENCROACHMENTS EXCEPT AS SHOWN AND ENCROACHMENTS EXCEPT AS SHOWN AND ENCROACHMENTS EXCEPT AS SHOWN AND EXCEPT AS SHOWN AND EXCEPT AS SHOWN AND AS SHOWN AND AS SHOWN AND SHOWN AND SHOWN AND AND AND THAT THE SURVEY SHOWN HEREON MEETS THE STANDARDS THE SURVEY SHOWN HEREON MEETS THE STANDARDS THE SURVEY SHOWN HEREON MEETS THE STANDARDS SURVEY SHOWN HEREON MEETS THE STANDARDS SURVEY SHOWN HEREON MEETS THE STANDARDS SHOWN HEREON MEETS THE STANDARDS SHOWN HEREON MEETS THE STANDARDS HEREON MEETS THE STANDARDS HEREON MEETS THE STANDARDS MEETS THE STANDARDS MEETS THE STANDARDS THE STANDARDS THE STANDARDS STANDARDS STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF SET FORTH BY THE FLORIDA BOARD OF SET FORTH BY THE FLORIDA BOARD OF FORTH BY THE FLORIDA BOARD OF FORTH BY THE FLORIDA BOARD OF BY THE FLORIDA BOARD OF BY THE FLORIDA BOARD OF THE FLORIDA BOARD OF THE FLORIDA BOARD OF FLORIDA BOARD OF FLORIDA BOARD OF BOARD OF BOARD OF OF OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SURVEYORS AND MAPPERS PURSUANT TO SURVEYORS AND MAPPERS PURSUANT TO AND MAPPERS PURSUANT TO AND MAPPERS PURSUANT TO MAPPERS PURSUANT TO MAPPERS PURSUANT TO PURSUANT TO PURSUANT TO TO TO CHAPTER 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODES.

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FLORIDA PROFESSIONAL SURVEYOR & MAPPER

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MAP SHOWING TOPOGRAPHIC SURVEY OF

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DRAWN:

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DATE:

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CHECKED BY:

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DATA FILE:

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DATE

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DRAWN BY

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DESCRIPTION

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DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

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FILE NAME:

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P.CHIEF:

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JOB#:

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F.BOOK:

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SCALE:

MGDF LB 4335

HALIFAX RIVER

Hot TubShrub

4' Iron Fence

Catch Basin Top Elev. = 5.54'

C on c.

W al k

Grass

Conc.Br ic k Pa ve rs

Conc.

Conc.

Grass

Shrub

Shrub

Conc.

6' C ha in

L in k Fe nc e

G at e

Bench

Brick Pavers

Grass 12" PVC

N. INV = 1.89'

S. INV = 1.48'

Brick Pavers

Pool

Brick Pavers

PID: 533734060010

PID: 533735000120

PI

D

: 5

PID: 533734060019

BENCHMARK 1 - IRS

N: 1781375.223 E: 647326.920 Elev: 0.00'

Conc. Bulkhead

Conc. Bulkhead

Conc. Bulkhead

Conc.

4' Iron Fence

2" PVC

N. INV = 6.16'

S. INV = 6.96'

MHWL and MLWL run along face of Bulkhead

FILE PATH: F:\ARC_DATA\2022\22-256 RIVERSIDE PARK BULKHEAD HOLLY HILL\DELIVERABLE\5-17-2023\22-256_HOLLY-HILL-BULKHEAD_TOPO.DWG PLOTTED BY: COLE BAKER ON: 5/17/2023 1:47 PM LAST SAVED BY: CBAKER ON: 5/17/2023 1:44 PM

SHEET NUMBER: of 02 04

PREPARED FOR

PROJECT:

LOCATED IN:

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

0 20 4040 80

1" = 40'

M A

T C

H L

IN

E

S

E E

S H

E E

T

D

L E G E N D

Electric Pedestal

Electric Handhole

Storm Drainage Manhole

Irrigation Control Valve

Buried Gas Warning Marker

Telephone ManholeT

Sanitary Sewer Clean Out

Set Mag Nail & Disk LB 6487MGDS

Polyvinyl Chloride PipePVC

Reinforced Concrete PipeRCP

Invert ElevationInv

ElevationElev

ConcreteConc.

Sprinkler Head

Flood/Landscape Light

Wood Piling

Sign

Storm Sewer Clean Out

Concrete Post

Concrete Piling

Sheet Divider

Location of reading

Spot Elevation

Property LinePL

Electric Outlet

Set 5/8" Iron Rod With Cap LB 6487 IRCF

Sounding ShotSND

Edge of Water EOW

Metal Post With Security Box 1'X1'

Found Mag Nail & DiskMGDF Found Iron Rod With CapIRCF

Face of Bulkhead FBH

SD

Sprinkler Head

MAY 04, 2023

RIVERSIDE PARK BULKHEAD - HOLLY HILL

VOLUSIA COUNTY, FLORIDA

DEDGING & MARINE

CONSULTANTS

GRID NORTH

A PORTION OF SECTION 39, TOWNSHIP 15 SOUTH, RANGE 33 EAST, VOLUSIA COUNTY, FLORIDA

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E

T R E E L E G E N D Live Oak

Royal Palm

Cabbage Palm (Sabal Palm)

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DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

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SCALE:

AutoCAD SHX Text E

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EHH

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WP

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ICV

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CO

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SPR

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SCO

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CP

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CP

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ELEO

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MPST

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SPR

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MAP SHOWING TOPOGRAPHIC SURVEY OF

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8,9 CM

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LI

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PM

CP

MGDF LB 4335

MGDF

" R

C P

W

IN

V =2

.0 2'

E

IN

V

2.

18" RCP

NW INV =2.70'

SE INV = 2.47'

Catch Basin Top Elev. = 5.10'

Catch Basin Top Elev. = 5.19'

D

Top Elev=6.74'

D

Top Elev=6.78'

D

Top Elev=6.81'

D

Top Elev=6.72'

Brick Pavers / Pool Area

25-STORY STUCCO BIULDING

Brick Pavers

Brick Pavers

Pool

12" PVC

N. INV = 1.89'

S. INV = 1.48'

Sh ru b

ShrubShrub

Shrub

C on c.

W al k

W oo d D oc k

4' Ir on F en ce

4' Iron Fence

Shrub

Conc.

Sh ru b

Conc.

Shrub

Bench

Brick Pavers

Tile Patio Tile Patio

Bench

3' Conc. Wall 3' Conc. Wall

HALIFAX RIVER

Grass

Catch Basin Top Elev. = 5.47'

Conc. Bulkhead Conc. Bulkhead

Conc.

Conc.

Shrub

MHWL and MLWL run along face of Bulkhead

FILE PATH: F:\ARC_DATA\2022\22-256 RIVERSIDE PARK BULKHEAD HOLLY HILL\DELIVERABLE\5-17-2023\22-256_HOLLY-HILL-BULKHEAD_TOPO.DWG PLOTTED BY: COLE BAKER ON: 5/17/2023 1:47 PM LAST SAVED BY: CBAKER ON: 5/17/2023 1:44 PM

SHEET NUMBER: of 03 04

PREPARED FOR

PROJECT:

LOCATED IN:

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

0 20 4040 80

1" = 40'

M A

T C

H L

IN

E

S

E E

S H

E E

T

M A

T C

H L

IN

E

S

E E

S H

E E

T

D

L E G E N D

Electric Pedestal

Electric Handhole

Storm Drainage Manhole

Irrigation Control Valve

Buried Gas Warning Marker

Telephone ManholeT

Sanitary Sewer Clean Out

Set Mag Nail & Disk LB 6487MGDS

Polyvinyl Chloride PipePVC

Reinforced Concrete PipeRCP

Invert ElevationInv ElevationElev

ConcreteConc.

Sprinkler Head

Flood/Landscape Light

Wood Piling

Sign

Storm Sewer Clean Out

Concrete Post

Concrete Piling

Sheet Divider

Location of reading

Spot Elevation

Property LinePL

Electric Outlet

Set 5/8" Iron Rod With Cap LB 6487 IRCF

Sounding ShotSND

Edge of Water EOW

Metal Post With Security Box 1'X1'

Found Mag Nail & DiskMGDF Found Iron Rod With CapIRCF

Face of Bulkhead FBH

SD

Sprinkler Head

MAY 04, 2023

RIVERSIDE PARK BULKHEAD - HOLLY HILL

VOLUSIA COUNTY, FLORIDA

DEDGING & MARINE

CONSULTANTS

GRID NORTH

A PORTION OF SECTION 39, TOWNSHIP 15 SOUTH, RANGE 33 EAST, VOLUSIA COUNTY, FLORIDA

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E

T R E E L E G E N D Live Oak

Royal Palm

Cabbage Palm (Sabal Palm)

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DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E

AutoCAD SHX Text

EHH

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WP

AutoCAD SHX Text

ICV

AutoCAD SHX Text G

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CO

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SPR

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SCO

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CP

AutoCAD SHX Text

CP

AutoCAD SHX Text 6.98

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ELEO

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MPST

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SPR

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MAP SHOWING TOPOGRAPHIC SURVEY OF

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8,9 CM

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LI

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PM

T

HALIFAX RIVER

Brick Pavers

C on c.

W al k

W oo d D oc k

Shrub

12" PVC

NW INV =2.56'

SE INV = 2.70'

" R

C P

W . I

N V

2.

E.

IN

V

2.

Catch Basin Top Elev. = 5.38'

Catch Basin Top Elev. = 5.17'

Grass

Grass

Grass

Brick Pavers

25-STORY STUCCO BIULDING

Shrub Shrub

Shrub

Shrub

Shrub

4' Iron Fence

Catch Basin Top Elev. = 5.43'

Conc.

Conc.

Conc.

Conc. Column 2.10'x2.10' Gate 4' Metal Fence

4' M et al

F en ce

Conc. Column 2.10'x2.10'

Shrub

Conc. Column 2.10'x2.10'

Bench

Bench

Bench

Gate

Tile Patio Tile Patio

Grass

Rock Sign 6' x 3'

3' Conc. Wall 3' Conc. Wall

Brick Pavers / Pool Area

Shrub

Wood Hand Rail

PID: 533734060015

BENCHMARK 2 - MGDS

N: 1780534.057

E: 647670.428 Elev: 0.00'

PID: 533748010001

Conc. Bulkhead Conc. Bulkhead

Conc.

Conc.

PID: 533734060018

MHWL and MLWL run along face of Bulkhead

MGDF SSMC REF LB 2108

IRCF 5\8 WITT ILLEGIBLE

Shrub

Rip Rap

Grass

HALIFAX RIVER

Top of B ank

Edge of W ater

PID: 424401360200

Conc. Bulkhead

PID: 533734060015

Mean Low W ater L ine (-0 .74')

Mean High W ater L ine (-0 .04')

MHWL and MLWL run along face of Bulkhead

FILE PATH: F:\ARC_DATA\2022\22-256 RIVERSIDE PARK BULKHEAD HOLLY HILL\DELIVERABLE\5-17-2023\22-256_HOLLY-HILL-BULKHEAD_TOPO.DWG PLOTTED BY: COLE BAKER ON: 5/17/2023 1:47 PM LAST SAVED BY: CBAKER ON: 5/17/2023 1:44 PM

SHEET NUMBER: of 04 04

PREPARED FOR

PROJECT:

LOCATED IN:

M A

P

P E

R

S H YDR O

G

R A

P H

E R

S

T O

P O

G R

A

PHERS S U R

V E

Y O

R S

ARC SURVEYING &

MAPPING, INC.

5202 SAN JUAN AVENUE, JACKSONVILLE,

FLORIDA 32210 PHONE: 904/384-8377

LICENSED BUSINESS NO. 6487

www.arcsurveyors.com

M A

T C

H L

IN

E

S

E E

S H

E E

T

M A

T C

H L

IN

E

A

M A

T C

H L

IN

E

A

D

L E G E N D

Electric Pedestal

Electric Handhole

Storm Drainage Manhole

Irrigation Control Valve

Buried Gas Warning Marker

Telephone ManholeT

Sanitary Sewer Clean Out

Set Mag Nail & Disk LB 6487MGDS

Polyvinyl Chloride PipePVC

Reinforced Concrete PipeRCP

Invert ElevationInv ElevationElev

ConcreteConc.

Sprinkler Head

Flood/Landscape Light

Wood Piling

Sign

Storm Sewer Clean Out

Concrete Post

Concrete Piling

Sheet Divider

Location of reading

Spot Elevation

Property LinePL

Electric Outlet

Set 5/8" Iron Rod With Cap LB 6487 IRCF

Sounding ShotSND

Edge of Water EOW

Metal Post With Security Box 1'X1'

Found Mag Nail & DiskMGDF Found Iron Rod With CapIRCF

Face of Bulkhead FBH

Sprinkler Head

MAY 04, 2023

RIVERSIDE PARK BULKHEAD - HOLLY HILL

VOLUSIA COUNTY, FLORIDA

DEDGING & MARINE

CONSULTANTS

0 20 4040 80

1" = 40'

GRID NORTH

SD SD SD

Tree Size (inches) and Type

Tree Location

Comma Indicates Multi-Trunk Tree Dia

D B

H

Trees by nature are irregular in size and shape. Every effort is made to accurately locate trees. The tree size is determined at diameter breast height. The tree location is the center of the tree. This location may be different if located from a different direction. All tree locations should be field checked if critical to design.

Tree Type

T R E E N O T E T R E E L E G E N D

Live Oak

Royal Palm

Cabbage Palm (Sabal Palm)

SD

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

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AutoCAD SHX Text L

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DATE OF LAST FIELD SURVEY:

AutoCAD SHX Text NOT VALID WITHOUT THE VALID WITHOUT THE VALID WITHOUT THE WITHOUT THE WITHOUT THE THE THE SIGNATURE AND THE ORIGINAL AND THE ORIGINAL AND THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL RAISED SEAL OF A FLORIDA SEAL OF A FLORIDA SEAL OF A FLORIDA OF A FLORIDA OF A FLORIDA A FLORIDA A FLORIDA FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER.

AutoCAD SHX Text E

AutoCAD SHX Text

EHH

AutoCAD SHX Text

WP

AutoCAD SHX Text

ICV

AutoCAD SHX Text G

AutoCAD SHX Text

CO

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SPR

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SCO

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CP

AutoCAD SHX Text

CP

AutoCAD SHX Text 6.98

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ELEO

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MPST

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SPR

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SCALE:

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8,9 CM

AutoCAD SHX Text

LI

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PM

INDEX

SHEET DESCRIPTION

CVR INDEX & LOCATION MAP

C-01 EXISTING CONDITIONS

C-02 AERIAL

C-03 DEMOLITION PLAN

C-04 SITE PLAN

C-05 BULKHEAD CROSS-SECTION

C-06 ENVIRONMENTAL NOTES

PROJECT ADDRESS: 135 RIVERSIDE DRIVE, DAYTONA BEACH, FL 32117

VOLUSIA

COUNTY

CITY COUNCIL

CHRIS VIA MAYOR

JOHN PENNY VICE MAYOR, DISTRICT 1

PENNY CURRIE DISTRICT 2

JOHN DANIO DISTRICT 3

ROY JOHNSON DISTRICT 4PROJECT

LOCATION

D ra w in g N am e:

D :\M y Sh ar eS yn c\

D M

C P ro je ct s(

2) \0

C ity o f H ol ly

H ill\

-0

-0

R iv er si de

P ar k Bu lk he ad R ep ai r\D ra w in gs \P er m it D ra w in gs

.d w g B y:

D

M C

-U se r T ab

: C O

VE

R

/0

4/

FLORIDA

Port Orange, FL 32129 Unit 302 4643 S. Clyde Morris BlvdDredging & Marine Consultants

ENGINEERS SCIENTISTS

Phone:(386) 304-6505 Fax:(386) 304-6506 www.dmces.com

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. THIS PLAN SET WAS PREPARED AT THE OWNER'S

INSTRUCTIONS AND IT IS THE OWNER'S RESPONSIBILITY TO SECURE ALL NECESSARY

STATE AND FEDERAL PERMITS TO CONSTRUCT THE PROJECT AS DEACTED WITHIN.

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 DEADLINE FOR BID SUBMITTAL.

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 SHALL BE PRINTED IN COLOR AND

ARE SCALED TO ACCURATELY BE REPRODUCED ON

11X17 SIZED SHEETS. ALL OTHER SHEET SIZES ARE

NOT TO SCALE.

PROJECT LOCATION MAP

SECTION 37, TOWNSHIP 15S, RANGE 33E

RIVERSIDE PARK

BULKHEAD REPLACEMENT

JUNE 07, 2024

PERMITTING DRAWINGS

D M

C J

O B

N O

C

AD

SC

AL

E

D

AT

E

D R

AW

IN

G

AP

PR

O

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D

C H

EC

KE

D

D R

AW

N

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C

T N

AM

E:

C

LI

EN

T:

SH

EE

T N

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D M

C P ro je ct s(

2) \0

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H ill\

-0

-0

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.d w g B y:

D

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: E

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IT

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EXISTING CONCRETE BULKHEAD, FACING NORTHWEST DMC, 9-15-2022 EXISTING CONCRETE BULKHEAD, FACING SOUTH DMC, 9-15-2022

EXISTING RAILING AND PIER, FACING EAST DMC, 9-15-2022

C J

O B

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SC

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D

AT

E

D R

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IN

G

AP

PR

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D

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D :\M y Sh ar eS yn c\

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2) \0

C ity o f H ol ly

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-0

R iv er si de

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.d w g B y:

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7-

C

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Ph on e:(

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C -0

AERIAL

1" = 20'

PROPOSED 200 LF BULKHEAD TO

REPLACE EXISTING BULKHEAD

EXISTING PIER

Feet 0 20 40

RIVERSIDE PARK OF

HOLLY HILL

LABINS, 2018

HALIFAX RIVER

M

C J

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SC

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-0

R iv er si de

P ar k Bu lk he ad R ep ai r\D ra w in gs \P er m it D ra w in gs

.d w g B y:

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7-

C

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AS

S

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-0

C

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TI

S N

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D D

Po rt

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L 3

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S . C lyd e M or ris

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Ph on e:(

6)

4-

Fa x:(

6)

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dm ce s.c om

D re dg in g

M ar in e

C on su lta nt s

EN

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DEMOLITION PLAN

1" = 20'

200 LF BULKHEAD & RAILING TO

BE REMOVED AND REPLACED

PAVERS TO BE REMOVED AS

NEEDED FOR BULKHEAD AND

ANCHOR INSTALLATION

EXISTING PIER

TO REMAIN

EXISTING RIP RAP

TO REMAIN SAW-CUT @ GATE

PROPOSED TEMPORARY

TYPE II FLOATING TURBIDITY

BARRIER

PROPOSED TEMPORARY

SILT FENCING

Feet 0 20 40

M.H.W. EL.=(-)0.04' NAVD 88

M.L.W. EL.=(-)0.74' NAVD 88

M

C J

O B

N O

C

AD

SC

AL

E

D

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E

D R

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IN

G

AP

PR

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D

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D

D R

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N

PR

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C

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T:

SH

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T N

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D ra w in g N am e:

D :\M y Sh ar eS yn c\

D M

C P ro je ct s(

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C ity o f H ol ly

H ill\

-0

-0

R iv er si de

P ar k Bu lk he ad R ep ai r\D ra w in gs \P er m it D ra w in gs

.d w g B y:

D

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/0 4/

-0

7-

C

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-0

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S N

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D D

Po rt

Or an ge , F

L 3

Un it 3

S . C lyd e M or ris

B lvd

Ph on e:(

6)

4-

Fa x:(

6)

4-ww w.

dm ce s.c om

D re dg in g

M ar in e

C on su lta nt s

EN

G

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NT

IS

TS

BU

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D R

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C

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EN

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SI

TE

P

LA

N

C -0

SITE PLAN

1" = 20'

200 LF BULKHEAD & RAILING

REPLACEMENT

UPLAND SITE TO BE RESTORED TO

PRE-CONSTRUCTION CONDITIONS

POST BULKHEAD AND ANCHOR

INSTALLATION

EXISTING PIER

TO REMAIN

EXISTING RIP RAP

TO REMAIN TIE INTO EXISTING

BULKHEAD

PROPOSED TEMPORARY

TYPE II FLOATING TURBIDITY

BARRIER

PROPOSED TEMPORARY

SILT FENCING

Feet 0 20 40

M.H.W. EL.=(-)0.04' NAVD 88

M.L.W. EL.=(-)0.74' NAVD 88

A

A

PROPOSED HELICAL

ANCHORS (TYP.)

C J

O B

N O

C

AD

SC

AL

E

D

AT

E

D R

AW

IN

G

AP

PR

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D

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D

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D :\M y Sh ar eS yn c\

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C P ro je ct s(

2) \0

C ity o f H ol ly

H ill\

-0

-0

R iv er si de

P ar k Bu lk he ad R ep ai r\D ra w in gs \P er m it D ra w in gs

.d w g B y:

D

M C

-U se r T ab

: X -S

/0

4/

-0

7-

C

N T

C 3D

AS

S

H O

W N

BL M

P

-0

-0

C

IT

Y O

F H

O

LL

Y H

IL

L

R

IV

ER

SI

D E

PA

R

K

FL

O

R

ID

A

LI

C

EN

SE

N o.

C U

R

TI

S N

. T O

D D

Po rt

Or an ge , F

L 3

Un it 3

S . C lyd e M or ris

B lvd

Ph on e:(

6)

4-

Fa x:(

6)

4-ww w.

dm ce s.c om

D re dg in g

M ar in e

C on su lta nt s

EN

G

IN

NT

IS

TS

BU

LK

H

EA

D R

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LA

C

EM

EN

T

BU

LK

H

EA

D C

R O

SS

-S

EC

TI

O N

C -0

BULKHEAD CROSS-SECTION A-A

1" = 4'

42"

PROPOSED 36"W X 24"H

CONCRETE CAP

PROPOSED UC-95

COMPOSITE SHEET PILE

B.O.W. EL.= TO BE DETERMINED

T.O.W. EL.=(+)6.33' NAVD 88

(MATCH EXISTING)

PROPOSED ALUMINUM RAILING

TO MATCH EXISTING

PROPOSED HELICAL ANCHORS, LENGTH AND DIAMETER

TO BE DETERMINED BASED ON AN INTERPRETATION OF

THE RESULTS OF LOAD TESTS

M.H.W. EL.=(-)0.04' NAVD 88

M.L.W. EL.=(-)0.74' NAVD 88

7'-0" PAVERS11" CONCRETE CURB

MUDLINE EL.=(-)1.00' NAVD 88

NOTE:

ALL PAVERS REMOVED DURING SEAWALL AND

ANCHOR…