Land Development and Planning Project Files_3400 S. Ocean Blvd._20220310_Application No. 21-0016 PLANNING BOARD
STAFF REPORT
MEETING OF: MARCH 10, 2022
TO: PLANNING BOARD
FROM: INGRID ALLEN, TOWN PLANNER
SUBJECT: APPLICATION BY B&M MARINE CONSTRUCTION, INC. FOR A
SPECIAL EXCEPTION APPROVAL TO INSTALL NINE (9) FINGER
PIERS/DOCKS TOTALING 1,379 SQUARE FEET AND 19
MOORING PILINGS FOR THE PROPERTY LOCATED AT 3400
SOUTH OCEAN BOULEVARD (DO#21-0016)
Applicant (Property Owner): Coronado at Highland Beach Condominium Association, Inc.
3400 South Ocean Boulevard
Highland Beach, FL 33487
Applicant’s Agent: David Nutter
B & M Marine Construction, Inc.
1211 South Military Trail, #220
Deerfield Beach, FL 33442
Property Characteristics:
Comprehensive Plan Land Use: Multi Family Medium Density
Zoning District: Residential Multiple Family Medium Density (RMM)
Request and Analysis:
The Applicant is proposing to demolish nine (9) existing finger piers/docks and 19 existing mooring
pilings and replace them in the same location and configuration.
The Applicant has obtained both Florida Department of Environmental Protection (FDEP) and US
Army Corps of Engineers (ACOE) authorization for the above-referenced request. The
corresponding file numbers for each agency are provided in the table below.
I. GENERAL INFORMATION:
HIGHLAND BEACH BUILDING DEPARTMENT
3614 S. Ocean Boulevard
Highland Beach, FL 33487
Ph: (561) 278-4540
Fx: (561) 265-3582
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FDEP (FILE NO.) ACOE (FILE NO.)
50-123109-005-006-EE SAJ-2020-04921(LP-CF)
Note that while both the FDEP and ACOE authorizations include the installation of nine (9) boat
lifts, one (1) dual jet ski lift and two (2) kayak lifts, the Development Approval application
(DO#21-0016) submitted by the Applicant to the Town does not include any of these lifts in the
project description . That said, any requests to install boat lifts at the property will require Special
Exception approval by the Planning Board as provided in Chapter 30 of the Town Code of
Ordinances.
The Applicant’s request is consistent with the special exception provisions of Section 30-36 of the
Town Code, were applicable, and consistent with the Town Comprehensive Plan and Code of
Ordinances.
Section 30-36(a) of the Town code states that the Planning Board may approve, approve with
conditions, or deny a request for special exception relating to accessory marine facilities.
If the Planning Board approves the request, the Applicant will be required to obtain a building permit
from the Town of Highland Beach Building Department following such approval and prior to
initiation of construction. Pursuant to Section 30-21(g) of the Town Code, commencement of
construction shall be initiated within two (2) years following the date of approval by the Planning
Board.
Staff recommends approval of the special exception request to install nine (9) finger piers/docks
totaling 1,379 square feet and 19 mooring pilings, based on the plans date stamped received by the
Building Department on February 2, 2022.
Plans meet Town of Highland Beach Zoning and other governmental agencies
requirements and are consistent with the Town Comprehensive Plan.
Plans meet Town of Highland Beach Zoning requirements; however, approvals are
pending before the Town of Highland Beach will issue permits, with other
governmental agencies as listed.
Plans do not meet Town of Highland Beach Zoning requirements.
Should you have any questions, please feel free to contact me at (561) 637-2012 or
iallen@highlandbeach.us
II. Recommendation
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Attachments: Application
Aerials
FDEP approval
ACOE approval
HOA approval letter
Applicant Plans
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Page 60
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340 0 South Ocea n Boul eva rd
Palm Beach Cou ntyNoneFebruary 23 , 20 22
0 0.075 0.150.0375 m i
0 0 .1 0.20.05 km
1:4,51 4
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3400 S. Ocean Blvd.
9 finger piers/docks
to be replaced
19 mooring pilings
to be replaced
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www.floridadep.gov
FLORIDA DEPARTMENT O F
Environmental Protection
Southeast District Office
3301 Gun Club Road, MSC 7210-1
West Palm Beach, FL 33406
561-681-6600
Ron DeSantis
Governor
Jeanette Nuñez
Lt. Governor
Noah Valenstein
Secretary
February 12, 2021
Coronado at Highland Beach Condominium Association
c/o Caroline Jasperse
3400 South Ocean Blvd.,
Highland Beach FL 33487
Sent via e-mail: Carlye.Shore@fsresidential.com
Re: File No.: 50-123109-005-006-EE
File Name: Coronado at Highland beach Condo Assoc
Dear Caroline Jasperse:
On December 8, 2020, we received your request for verification of exemption to perform the
following activities: (1) r eplace nine existing docks (1,379 sq. ft. total) in the same location and
same configuration and dimensions as the existing docks, (2) r eplace 19 existing mooring piles
in the same location and same configuration and dimensions as the existing mooring piles, (3)
install 9 boat lifts, (4) install 2 kayak lifts, and (5) install one jet ski lift. The project is located in
Intracoastal Waterway, Class III Waters, adjacent to 3400 South Ocean Blvd., Highland Beach
(Section 33, Township 46 South, Range 43 East), in Palm Beach County (Latitude N 26 24’
53.20”, Longitude W 80 3’ 57.24”).
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 authorization 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 re fer to the specific section(s) dealing
with that portion of the review below for advice on how to proceed.
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.
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Project No.: 50-123109-005-006-EE
Project Name: Coronado at Highland beach Condo Assoc
Page 2 of 5
If you have any questions regarding this matter, please contact Brianna Vindiola at the letterhead
address or at (561) 681-6678, Brianna.Vindiola@FloridaDEP.gov.
1. Regulatory Review – VERIFIED
Based on the information submitted, the Department has verified that the activities as proposed
are exempt, under Chapter 62-330.051 (5)(d) and (5)(h), Florida Administrative Code , 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 submitt ed. 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- NOT REQUIRED
The activity does not appear to be locat ed on sovereign submerged lands, and does not require
further authorization under chapter 253 of the Florida Statutes, or chapters 18 -20 or 18 -21 of the
Florida Administrative Code.
3. Federal Review - NOT APPROVED
Your proposed activity as outlined on your application and attached drawings does not qualify
for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE
permit or authorization shall be required from the Corps. You must apply separately to the
Corps using their APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, ENG
FORM 4345, or alternative as allowed by their regulations. More information on Corps
permitting may be found online in the Jacksonville District Regulatory Division Source Book at:
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 W ater
Act.
Additional Information
Please retain this letter. The activities may be inspected by authorized state personnel in the
future to ensure compliance with appropriate statutes and administrative codes. If the activities
are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18 -
14, F.A.C.
NOTICE OF RIGHTS
This action is final and effective on the date filed with the Clerk of the Department unless a petition
for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the
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Project No.: 50-123109-005-006-EE
Project Name: Coronado at Highland beach Condo Assoc
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deadline for filing a petition. On the filing of a tim ely and sufficient petition, this action will not be
final and effective until a subsequent 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 na me, 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).
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Project No.: 50-123109-005-006-EE
Project Name: Coronado at Highland beach Condo Assoc
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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 c ompliance 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 373.4 275, 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. T he notice must be filed within 30 days from the date this
action is filed with the Clerk of the Department.
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Project No.: 50-123109-005-006-EE
Project Name: Coronado at Highland beach Condo Assoc
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EXECUTION AND CLERKING
Executed in West Palm Beach, Florida.
STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
_________________________________
Brianna
Environmental Specialist
Southeast District
Enclosures:
Attachment A- Specific Exemption Rule
Project drawings, 8 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:
FDEP – Jeff Meyer, Brianna Vindiola
Caroline Jasperse, Cummins Cederberg, Inc., cjasperse@cumminscederberg.com
Additional mailings:
Matt Mitchell, Palm Beach County, Environmental Resources, mmitchell@pbcgov.org
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.
February 12, 2021
Clerk Date
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Attachment A
62-330.051 Exempt Activities.
The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on,
or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S.,
as applicable.
(5) Dock, Pier, Boat Ramp and Other Boating-related Work ‒
(d) Replacement or repair of existing docks and piers, including mooring piles, in accordance with section
403.813(1)(d), F.S., provided the existing structure is still functional or has been rendered non -functional within the
last year by a discrete event, such as a storm, flood, accident, or fire.
(5) Dock, Pier, Boat Ramp and Other Boating-related Work ‒
(h) The installation of a pile-supported boat lift within an existing mooring area at a docking facility that is legally
in existence, provided:
1. Such installation does not conflict with a condition of a permit issued thereunder;
2. The boat lift does not include additional structures, such as platforms, cat walks, and roofs.
for safety.
Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law Implemented 373.406,
373.4131, 373.4145, 373.415, 403.813(1) FS. History–New 10-1-13, Amended 6-1-18
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FLORIDAPROJECTLOCATIONG U L F O F M E X I C O7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305-741-6155 FAX: 305-974-1969WWW.CUMMINSCEDERBERG.COMCUMMINS | CEDERBERGCoastal & Marine EngineeringCORONADO CONDOMINIUMDOCKING FACILITY REPLACEMENTPROJECT LOCATIONKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.www.callsunshine.com811R 3400 SOUTH OCEAN BOULEVARDHIGHLAND BEACH, FL 33487SHEET INDEXSHEETNUMBERTITLECM-1.0COVER SHEETCM-1.1GENERAL NOTESCM-1.2EXISTING CONDITIONSCM-1.3DEMOLITION PLANCM-2.0PROPOSED DOCK LAYOUT PLANCM-2.1TYPICAL DOCK PLAN AND SECTIONCM-2.2PROPOSED DOCK SECTIONS AND DETAILSCM-2.3PROPOSED BOAT LIFT SECTION AND DETAILSFOR REGULATORY REVIEW ONLYSoutheast DistrictPermit Number 50-123109-005-006-EEPage 71
ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 8GENERAL NOTESCM-1.11.GENERAL1.1.THE WORK CONSISTS OF PROVIDING ALL CONSTRUCTION, LABOR, EQUIPMENT, MATERIAL AND OPERATIONS INCONNECTION WITH THE DOCKING FACILITY REPLACEMENT AS SHOWN ON THESE DRAWINGS.1.2.ANY DISCREPANCIES IN THE PLANS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS ADDRESSEDTHE DISCREPANCIES.1.3.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES IN THEPROJECT VICINITY. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY WITHIN THE PROJECT VICINITY, INCLUDINGSTAGING SITES, WORK AND ACCESS AREAS SHALL BE REPAIRED PROMPTLY BY THE CONTRACTOR. ANYDAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO COST TO THE OWNER.ALL ACCESS AND STAGING AREAS SHALL BE KEPT NEAT, ORDERLY AND IN A SAFE MANNER. ALL ACCESS ANDSTAGING AREAS SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON PROJECT COMPLETIONAT THE COST OF THE CONTRACTOR. THE SITE SHALL BE RESTORED BY REMOVING AND FINISHING ALLEVIDENCE FOR CONSTRUCTION. IN THE EVENT INFRASTRUCTURE (SUCH AS WALKWAYS, SIDEWALKS, FENCES,VEGETATION, ETC.) IS TEMPORARILY REMOVED OR RELOCATED OR THERE IS UNAUTHORIZED DAMAGE TOVEGETATION AND/OR FACILITIES BY THE CONTRACTOR, THE CONTRACTOR SHALL RESTORE ALL DAMAGE TOSTRUCTURES AND NATURAL FEATURES TO PRE-CONSTRUCTION CONDITIONS OR BETTER.1.4.UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRESENTUTILITIES PRIOR TO CONSTRUCTION.1.5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CLEARANCE AND PROTECTION TO ALL OVERHEADWIRES AND OBSTRUCTIONS.1.6.THE CONTRACTOR SHALL EXCLUDE THE PUBLIC FROM THE WORK AREAS IN THE IMMEDIATE VICINITY OFOPERATIONS. CONTRACTOR SHALL PROVIDE APPROPRIATE SAFETY MEASURES TO PROTECT THE PUBLIC.1.7.ALL NEW STRUCTURAL WORK SHALL BE ACCURATELY FIELD MEASURED AND DIMENSIONS VERIFIED BY THECONTRACTOR PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL BE PREPARED TO MAKE FIELDADJUSTMENTS TO ACCURATELY FIT THE NEW WORK TO EXISTING CONDITIONS.1.8.NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECUREDAND THE CONTRACTOR HAS BEEN ISSUED NOTICE TO PROCEED.1.9.ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN CHANGED IN SIZE BYREPRODUCTION. THIS SHOULD BE CONSIDERED WHEN OBTAINING SCALED DATA.1.10.CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL BUILDINGCODES AND GOVERNING REGULATIONS.FDEP, USACE, AND PALM BEACH COUNTY. CONTRACTOR SHALLADHERE TO ALL CONDITIONS OF THE PERMITS AND EXEMPTIONS.2.SURVEY2.1.BOUNDARY SURVEY CONDUCTED BY EXACTA COMMERCIAL SURVEYORS, INC. DATED 01/03/2020.3.LAYOUT AND TESTING3.1.ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY AND PAID FOR BY THE CONTRACTOR UNDER THESUPERVISION OF A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. ALL TESTING AND INSPECTION FOR ALLWOOD MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS AND SHALL BE PERFORMED BY ANINDEPENDENT TESTING LABORATORY.4.DEMOLITION4.1.CONTRACTOR SHALL VERIFY THE EXTENTS, LOCATION AND QUANTITIES OF EXISTING ELEMENTS TO BEREMOVED.4.2.ALL DEBRIS WITHIN THE LIMITS OF THE PROJECT SHALL BE HAULED OFF SITE BY THE CONTRACTOR, ASDIRECTED BY THE OWNER, AND DISPOSED OF AT AN APPROPRIATE FACILITY.4.3.CONTRACTOR SHALL NOT DAMAGE ANY STRUCTURAL COMPONENTS BEYOND THE DEMOLITION REQUIREMENTSDEPICTED IN THESE DRAWINGS. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.5.TIMBER5.1.DESIGN IS IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE, ASCE 7-10 AND 2015 NDS.5.2.ALL DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED, NO.1 DENSE GRADE SYP OR BETTER AND COMPLYWITH A.I.T.C. 109-69 SPECIFICATIONS UNLESS OTHERWISE NOTED.5.3.DECKING TO BE COMPOSITE LUMBER: Fb>=500 PSI; E>=200 KSI.6.PILING6.1.ALL TIMBER PIER PILES TO BE SOUTHERN YELLOW PINE (SYP) AND COMPLY WITH ASTM D25-79 AND BEPRESSURE TREATED W/ CCA FEDERAL SPECS TT-W-550D(1) OR TT-W-00550E(1) AND AWFA-P-4.6.2.PILES SHALL HAVE A MINIMUM DIAMETER OF 12 INCHES MEASURED 3' FR. BUTT.6.3.PILES DRIVING LOGS SHALL BE RECORDED FOR ALL DRIVEN PILES.6.4.PILE WRAP SHALL BE DENSO SEA SHIELD SERIES 90 OR APPROVED EQUAL.6.5.PILES MAY BE PRE-PUNCHED OR PRE-DRILLED THRU LIMESTONE, BUT SHALL BE DRIVEN TO DESIGN TIP -24'NGVD UNLESS OTHERWISE APPROVED BY ENGINEER OF RECORD.6.6.PILES SHALL BE DRIVEN TO PROVIDE MINIMUM BEARING CAPACITY OF 10 TONS/PILE.6.7.INDICATOR PILE LOGS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR CONFIRMATION OF PRODUCTIONPILE LENGTH.6.8.INDICATOR PILE TO BE +10 FEET LONGER THAN PRODUCTION PILE LENGTH.6.9.PILE DRIVING EQUIPMENT SHALL BE ADEQUATELY SIZED TO OBTAIN MINIMUM 10 TONS BEARING CAPACITY PERPILE PRIOR TO PRACTICAL REFUSAL.6.10.INDICATOR PILES SHALL BE DRIVEN WITH IMPACT HAMMER TO DESIGN TIP AND MINIMUM BEARING CAPACITY OF10 TONS/PILE UNLESS PRACTICAL REFUSAL IS MET PRIOR. PILES SHALL NOT BE CUT UNTIL APPROVED BYENGINEER.6.11.PILE JETTING SHALL NOT BE PERFORMED FOR ANY PILE.7.HARWARE7.1.ALL HARDWARE, BOLTS, AND OTHER MISC. STEEL COMPONENTS SHALL BE STAINLESS STEEL UNLESSOTHERWISE NOTED.7.2.DOWELS OR ANCHORS EMBEDDED INTO CONCRETE SHALL BE ANCHORED WITH SIMPSON SET TWO-PARTEPOXY OR ENGINEER APPROVED EQUIVALENT. ANCHOR HOLES SHALL BE DRIVEN TO MINIMUM DEPTH SHOWNON THE PLANS, AND SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPOXY.8.TIDAL DATA8.1.CONTRACTOR MAY NEED TO ADJUST HIS WORK PLAN TO ACCOUNT FOR ACTUAL WATER LEVELS ANDCHANGING WATER LEVELS. THE SITE MAY BE SUBJECT TO VARIABLE WAVE AND SURGE CONDITIONS AND IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES ANDSHORELINE DURING CONSTRUCTION.8.2.TIDAL DATA OBTAINED FROM SOUTH DELRAY BEACH, FLORIDA STATION ID 8722761.9.SUBMITTALS9.1. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGNCONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES ORDIMENSIONS WILL BE MADE.9.2.ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO SUBMITTING TO EOR.9.3.THE FOLLOWING MINIMUM SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THEENGINEER FOR REVIEW AND APPROVAL PRIOR TO RELATED CONSTRUCTION ACTIVITY:9.3.1.SCHEDULE FOR COMPLETION OF WORK WITH TASKS AND DURATIONS DEFINED9.3.2.DEMOLITION METHOD AND DISPOSAL PLAN9.3.3.TIMBER PILES AND ACCESSORIES9.3.4.WOOD FRAMING AND DECKING9.3.5.DOCK ACCESSORIES (FENDERS, CLEATS, PILE CAPS, ETC.)9.3.6.HARDWARE9.3.7.PILE DRIVING EQUIPMENT9.3.8.ELECTRICAL AND PLUMBING COMPONENTS10.CONSTRUCTION METHODOLOGY10.1.EXISTING DOCK STRUCTURES SHALL BE DEMOLISHED AND REPLACED WITH MATERIALS HEREIN THIS SET OFCONSTRUCTION DRAWINGS IN THE EXACT SAME FOOTPRINT AS EXISTING.11.CONSTRUCTION METHODOLOGY11.1.DOCK LL = 60 PSFDOCK DL = 25 PSFULTIMATE WIND SPEED, VULT = 170 MPH (UNOCCUPIED)DESIGN WIND SPEED, Vsus = 40 MPH SUSTAINED (OCCUPIED)RISK CAT IIEXPOSURE DDESIGN VESSEL LENGTH = 40 FEET12. TURBIDITY CONTAINMENT12.1.CONTRACTOR SHALL MAINTAIN ADEQUATE TURBIDITY CONTAINMENT SURROUNDING THE ENTIRE WORK AREAAT ALL TIMES DURING CONSTRUCTION.SYMBOLS LEGENDNAVD88MLW LINEMHW LINE0.29'-2.08'VERTICAL DATUMStation ID 8722761NTS2DIRECTION OF VIEWFOR SECTION CUTBCM-2.3SHEET WHERE SECTION ISSHOWNSECTION LETTERSHEET WHEREDETAIL IS SHOWNDETAIL NUMBER2S-2.0ABBREVIATIONSACIAMERICAN CONCRETE INSTITUTEASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSCONTCONTINUOUSCONT'DCONTINUEDFDEPFLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIONFDOTFLORIDA DEPARTMENT OF TRANSPORTATIONKSIKIPS PER SQUARE INCHMHWMEAN HIGH WATERMINMINIMUMMLWMEAN LOW WATERNAVDNORTH AMERICAN VERTICAL DATUMNGVDNATIONAL GEODETIC VERTICAL DATUMPERAPERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRSPSIPOUNDS PER SQUARE INCHTYPTYPICALUSACEUNITED STATES ARMY CORPS OF ENGINEERSW/CWATER/CEMENT RATIOSoutheast DistrictPermit Number 50-123109-005-006-EEPage 72
STA=0+00STA=1+00STA=2+00STA=3+00STA=4+00STA=4+43STA=0+00STA=0+50STA=1+00STA=1+50STA=2+00STA=2+50STA=3+00STA=3+50STA=4+00STA=4+433'-0"2'-6"EL. +5.5' NAVD14" SQ. CONCRETEBATTER PILESTOP OF DOCKEL. +4.0' MIN. NAVD2'-0"2 TREADS @ 12"CONC. CAPPAVER WALKWAYNZ-14SEABED ELEV.VARIESPILE5'-0"MHW: +0.29' NAVDMLW: -2.08' NAVDEXISTING TIMBER PILESPILEEL . APPROX. +4.0' NAVDEXISTING WOOD FRAMINGEXISTING WOOD DECKINGISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 8EXISTINGCONDITIONS30150GRAPHIC SCALE1"=15'3INTRACOASTAL WATERWAYEXISTING CONDITIONS PLANSCALE: 22x34: 1" = 15' 11x17: 1" = 30'NOTES:1.BOUNDARY SURVEY CONDUCTED BY EXACTA COMMERCIALSURVEYORS, INC. DATED 01/03/2020.2.AERIAL IMAGE: ESRI JANUARY 14, 2019AS-1.2CM-1.2TABLE OF QUANTITIESITEMUNITQUANTITYEXISTING WET SLIPSEA18EXISTING OVER WATER DOCK STRUCTURESSF1,395EXISTING FIXED TIMBER DOCK PILESEA54EXISTING TIMBER MOORING PILESEA19BCM-1.2SCALE: 22x34 - 1"=2' 11x17 - 1"=4'EXISTING DOCK PARTIAL SECTIONEXIST. SEAWALLEXIST. MOORING, TYP.EXIST. TIMBERFINGER PIERACM-1.2SCALE: 22x34 - 1"=2' 11x17 - 1"=4'EXISTING DOCK PARTIAL SECTIONBS-1
.2Southeast DistrictPermit Number 50-123109-005-006-EEPage 73
STA=0+00STA=1+00STA=2+00STA=3+00STA=4+00STA=4+43STA=0+00STA=0+50STA=1+00STA=1+50STA=2+00STA=2+50STA=3+00STA=3+50STA=4+00STA=4+43DEMOLITIONPLANS-1.3ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 84EXIST. SEAWALLEXISTING TIMBER MOORING PILETO BE REMOVED AND REPLACEDEXIST. TIMBER FINGERPIER TO BE REMOVEDAND REPLACED, TYP.INTRACOASTAL WATERWAYLEGEND:TIMBER MOORING S TO BE DEMOLISHEDFINGER DOCKS TO BE DEMOLISHEDTURBIDITY CURTAIN TO BE USED DURINGDEMOLITION AND CONSTRUCTION1CM-2.3Southeast DistrictPermit Number 50-123109-005-006-EEPage 74
STA=0+00STA=1+00STA=2+00STA=3+00STA=4+00STA=4+43STA=0+00STA=0+50STA=1+00STA=1+50STA=2+00STA=2+50STA=3+00STA=3+50STA=4+00STA=4+43E 961448.5N 757437.3E 961547.7N 757830.1E 961497.3N 757634.1ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 8PROPOSED DOCKLAYOUT PLAN30150GRAPHIC SCALE1"=15'5INTRACOASTAL WATERWAYNOTES:1.BOUNDARY SURVEY CONDUCTED BY EXACTA COMMERCIALSURVEYORS, INC. DATED 01/03/2020.2.AERIAL IMAGE: ESRI JANUARY 14, 2019CM-2.0PROPOSED 12" DIA. TIMBERMOORING PILE (TYP.)PROPOSED 5'X30' TIMBERFINGER DOCKS (TYP.)PROPOSED 12" DIA. TIMBERDOCK PILE (TYP.)5'-0" TYP.TURBIDITY CURTAIN TO BE USED DURINGDEMOLITION AND CONSTRUCTIONTABLE OF QUANTITIESITEMUNITQUANTITYPROPOSED WET SLIPSEA18PROPOSED OVER WATER STRUCTURESSF1,379PROPOSED 12" FIXED TIMBER DOCK PILESEA54PROPOSED 12" TIMBER MOORING PILESEA19PROPOSED BOAT LIFTSEA10PROPOSED OVER WATER KAYAK LIFT AND PLATFORMEA2MOORING RINGSEA10PROPOSED DUAL PWC LIFTEA13CM-2.1ACCESS LADDER, TYP.1CM-2.21CM-2.33CM-2.2TYPICAL PILE MOUNTEDCLEAT DETAILS-1S-2S-3S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13S-14S-15S-16S-17S-1816'-0"16'-0"BCM-2
.2(10) MOORING RINGS 2BULKHEAD4CM-2.22CM-2.3121'-6"TO ICW CHANNELBOTTOM84'-10" TO ICWCHANNELBOTTOMACM-2.1102'-3"TO ICW CHANNEL BOTTOM31'-0" TYP.AUTOMATICPLATFORMLIFT ENTRYPROPOSED PWCDUAL LIFTSoutheast DistrictPermit Number 50-123109-005-006-EEPage 75
TIP ELEV. -24.0' NAVDPVC PILE CAP, TYP.2X6 WOOD DECKINGELEV. +4.5' NAVDTYP.ELEV. +9.0' NAVDTYP.ELEV. +5.5' NAVDLEDGER3X12 WOOD BEAMEA. SIDE OF PILE, TYP.12" TIMBER PILE, TYP.3X10 WOOD JOISTSEABED VARIES11'-2"10'-0"11'-0"END DOCK12011'-0"FULL DEPTH WDBLOCKING @ MID-SPAN5'-0"3X12 BEAM EA.SIDE OF PILE7/8" S.S. THRU BOLTSCENTERED IN PILE12" TIMBER PILE @ 10' O.C.3X10 WOOD JOISTS EA. SIDEOF PILE, TYP.2x6 P.T. WOOD DECKING W/ (2) #10X3"S.S. DECK SCREWS @ 3" O.C.SAFETY LADDERLEDGERDRILL & EPOXY 58" DIA. LAGSCREWS @ 20" O.C., MAX.MIN. 6" EMBEDMENTBULKHEAD CAP10'-0"10'-0"3X10 WD BLOCKING2X6 DECK FASCIA W/ 3X10BLOCKING TO SUPPORTDECK/LADDERTYPICAL DOCK PLANAND SECTION6ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 8CM-2.1ACM-2.0SCALE: 22x34 - 1"=2' 11x17 - 1"=4'TYPICAL DOCK PROFILESCALE: 22x34 - 1"=2' 11x17 - 1"=4'TYPICAL DOCK FRAMING PLAN1CM-2.22CM-2.22CM-2.220'-0"11'-0"Southeast DistrictPermit Number 50-123109-005-006-EEPage 76
SEABED ELEV.VARIESPILE5'-0"ELEV. -24.0' NGVD(2) 78" DIA. THRU BOLTS @4" CTD. IN PILE/BM., TYP.PROP. 12" PILE, TYP.PVC CONICAL PILE CAP, TYP.2X6 P.T. WOOD DECKING W/ (2)#10X3" DECK SCREWS @ 3" O.C.MHW: +0.29' NAVDMLW: -2.08' NAVD3X12 BEAM EA. SIDEOF PILE, TYP.PRE-WRAPPED 3X10 P.T. WOOD CROSSBRACING, TYP. COAT BRACING ENDS WITH COALTAR BITUMEN MASTIC PRIOR TO INSTALL3X10 P.T. WOOD JOISTS @ 16" O.C., TYP.FULL DEPTH MID-SPAN 3X BLOCKING W/(2) #10X3" WOOD DECK SCREWS(1) 78"S.S. THRU BOLT CTD.IN EA. PILE, TYP.EL . +5.00' NAVDSEABED ELEV.VARIESPILEPILE WRAPPED 12" TIMBER PILE, TYP.MIN. 1'-0"BELOW SEABEDEL. -1.0' NAVDEL. +2.4' NAVDRETRACTABLE ALUMINUMDOCK LADDER W/ 300LB CAPACITY.2X6 DECK FACIAWD. JOISTELEV. +5.25' NAVD3X10 (SINGLE) WD. BLOCKING@ FASTENERSBOLT PER MANUFACTURERSSPECIFICATIONSMHW +0.29' NAVDMLW -2.08' NAVDDRILL & EPOXY 58" DIA. LAGSCREWS @ 20" O.C., MAX.MIN. 6" EMBEDMENT6"MIN.4X12 LEDGER3X10 WOOD JOIST, TYP.2X6 WOOD DECKING, TYP.EXISTING BULKHEADNOTCH JOISTS TOACHIEVE FULL BRG.6"EXISTINGBULKHEAD CAPPROPOSED DOCKSECTIONS ANDDETAILS7ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 8CM-2.2BSCALE: 22x34 - 1"=2' 11x17 - 1"=4'TYPICAL DOCK SECTIONDECK LEDGER DETAIL2CM-2.1SCALE: 22x34 - 1"=1' 11x17 - 1"=2'TYPICAL PILE MOUNTEDCLEAT DETAIL3CM-2.0SCALE: 22x34 - 1"=1' 11x17 - 1"=2'TYPICAL LADDER DETAIL - MARGINAL DOCKSCALE: 1" = 1'1CM-2.012" TIMBER PILE12" GALV. CLEAT, TYP.TOP OF DECKEPOXY THRU-BOLTSCM-2.0MOORING RING DETAIL4CM-2.0SCALE: 22x34 - 1"=1/2' 11x17 - 1"=1'8"TOP OF CAPDRILL AND EPOXYANCHOR(S)6" SS MOORINGRING6", TYP.Southeast DistrictPermit Number 50-123109-005-006-EEPage 77
PROPOSEDBOAT LIFT SECTIONAND DETAILS8ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 BID SETSHEET OF 8CM-2.3FLOATING TURBIDITY CURTAINSCALE: 1" = 1'1CM-1.3CCM-2.0N.T.S.TYPICAL BOAT LIFT SECTIONTOP OF DECK EL. +5.00TO 4.5' FT, NAVDMHW EL. +0.29' NAVDMLW EL. -2.08' NAVD16'MUDLINE EL. VARIES℄ PILE, TYP.℄ PILE, TYP.PROPOSED DOCKBCM-2.0PRE-FABRICATED 20KCRADLE BOAT LIFT12" TIMBER PILE, TYP.D14" GALVANIZED CHAIN58" POLYPRO LB.BREAKING STRENGTHD CLOSED CELL SOLID PLASTICFOAM FLOATATION (6"Ø EQUIV.)(12 LBS. PER FT. BUOYANCY)18 OZ. NYLONREINFORCED PVCFABRIC (300 PSI TEST)W/ LACINGGROMMETS516" GALVANIZED CHAINSTRESSPLATE18 OZ. NYLONREINFORCED PVCFABRIC (300 PSI TEST)SLOTTED PVC CONNECTORPIPE (METAL COLLARREINFORCED)SLOTTED PVC CONNECTOR PIPE(METAL COLLAR REINFORCED)CLOSED CELL SOLID PLASTIC FOAMFLOATATION (8"Ø EQUIV.)(17 LBS. PER FT. BUOYANCY)516" VINYL SHEATHED EAW STEEL CABLE (9800LBS. BREAKING STRENGTH) WITH GALVANIZEDCONNECTORS (TOOL FREE DISCONNECT)NOTICED:COMPONENTS OF TYPE I AND II MAY BE SIMILAR ORIDENTICAL TO PROPRIETY DESIGNS. ANY INFRINGEMENTON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BETHE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONSFOR TYPE I AND II SHALL BE AS APPROVED BY THEENGINEER.TYPE IITYPE ID = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OF LESS).D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5 FT.).CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FT.)TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN10 FT. UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLYCALLED FOR IN THE PLANS OR AS DETERMINED BY THEENGINEER.4.79' TO 5.29'2'-0"℄ PILE/DOCK EDGE6'-0"2'-0"2'-0"1'-0"CENTER LAUNCH
BETWEEN DOCK PILES
DOCKAUTOMATIC PLATFORMLIFT ENTRYDOCK PILEDOCK PILETYPICAL KAYAK LAUNCHPARTIAL PLANSCALE: 1" = 2'2CM-2.0℄ PILE, TYP.Southeast DistrictPermit Number 50-123109-005-006-EEPage 78
Regulatory Division South Permits Branch Palm Beach Gardens Regulatory Permits Section SAJ-2020-04921(LP-CF)
Coronado at Highland Beach Condominium Association
3400 South Ocean Boulevard
Highland Beach, FL 33487
carlye.shore@fsresidential.com Dear Ms. Shore: This is in reference to your request for a Department of the Army (DA) permit to perform work in or affecting waters of the United States. If you determine the permit provided is acceptable in its entirety and you have chosen to proceed with the authorized activity, then upon recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) you are authorized under a Letter of Permission to: (1) remove and replace the existing nine (9) finger piers (5’ X 31’), 54 dock piles, and 19 mooring piles in the same location and configuration; and (2) install nine (9) new 20K cradle lifts, one (1) dual jet ski lift and two (2) kayak lifts in existing slips at 3400 South Ocean Boulevard, Section 33, Township 46 South, Range 43 East, Highland Beach, Florida. The total wet slips at this facility are 18. Geographic Position: Latitude: 26.415115 North Longitude: -80.065378 West The project must be completed in accordance with the enclosed construction drawings, and the general and special conditions which are incorporated in, and made a part of, the permit. Based on the Florida State plane coordinates furnished with the application, the waterward edge of the proposed structure is approximately 82.62 feet east of the near design edge of the Federal channel. Special Conditions:
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.
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS, JACKSONVILLE DISTRICT
4400 PGA BOULEVARD, SUITE 500
PALM BEACH GARDENS, FL 33410 December 13, 2021
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The Permittee shall reference this permit number, SAJ-2020-04921(LP-CF) 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 (Attachment B). 3. Consent to Easement: A portion of the proposed work is located within the Federal right-of-way for the Intracoastal Waterway and requires a Department of the Army Consent to Easement. By copy of this permit, the project plan is being forwarded to the U.S. Army Corps of Engineers (Corps) Real Estate Division for action on the Consent to Easement. Prior to commencement of construction the Permittee shall provide a copy of the Corps’ approved Consent to Easement to the address identified in Special Condition 1. Failure to obtain the Consent to Easement invalidates this authorization. 4. As-Built with X-Y Coordinates: Within 60 days of completion of the authorized work or at the expiration of the construction window of this permit, whichever occurs first, the Permittee shall submit as-built drawings of the authorized work and complete the enclosed As-Built Certification Form to the Corps. The drawings shall be signed and sealed by a Florida registered professional engineer or a professional land surveyor registered in the state of Florida confirming the actual location of all authorized work/structures with respect to the Federal channel and within the Federal easement and include the following: a. A plan view drawing of the location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed in the same scale as the attached permit drawings (8½-inch by 11-inch). The drawings shall include the X-Y State Plane coordination points of the most waterward point of the structure. The drawings shall include the dimensions of the structure, depth of water (at mean low water) at the waterward end of the structure, and the distance from the waterward end of the structure to the near design edge of the Federal channel. b. List any deviations between the work authorized by this permit and the work as constructed. In the event the completed work deviates, in any manner, from the authorized work, describe on the As-Built Certification Form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as-built drawings any deviations that have been listed. Please note that the depiction and/or description of any deviations on the drawings and/or As-Built Certification Form do not constitute approval of any deviations by the Corps. c. The Department of the Army Permit number. 5. 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
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expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 6. Manatee Conditions: The Permittee shall comply with the enclosed “Standard Manatee Conditions for In-Water Work – 2011.” Attachment C 7. Notice of Permit: The Permittee shall complete and record the enclosed Notice of Department of the Army Permit with the Clerk of the Circuit Court, Registrar of Deeds or other appropriate official charged with the responsibility of maintaining records of title to or interest in real property within the county of the authorized activity. Within 90 days from the effective date of this permit the Permittee shall provide a copy of the recorded Notice of Permit to the Corps clearly showing a stamp from the appropriate official indicating the book and page at which the Notice of Permit is recorded and the date of recording.
8. Project Design Criteria (PDCs) for In-Water Activities: The Permittee shall
comply with National Marine Fisheries Service’s “PDCs for In-Water Activities” dated
November 20, 2017 (Attachment D).
9. Daylight Hours: All activities must be completed during daylight hours.
10. 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 the ground disturbing activities and construction work within the permit
area, there are archaeological/cultural materials encountered which were not the
subject of a previous cultural resources assessment survey (and which shall
include, but not be limited to: pottery, modified shell, flora, fauna, human
remains, ceramics, stone tools or metal implements, dugout canoes, evidence of
structures or any other physical remains that could be associated with Native
American cultures or early colonial or American settlement), the Permittee shall
immediately stop all work and ground-disturbing activities within a 100-meter
diameter of the discovery and notify the Corps within the same business day (8
hours). The Corps shall then notify the Florida State Historic Preservation Officer
(SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to
assess the significance of the discovery and devise appropriate actions.
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, THPO(s), 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
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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 Archeologist within
the same business day (8-hours). The Corps shall then notify the appropriate
SHPO and THPO(s). 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 State Archeologist and from the
Corps.
11.Federal Channel Setback: The most waterward edge of the authorized project
shall be constructed approximately 82.62 feet from the near edge of the federal
channel.
If the work authorized is not completed on or before December 13, 2026, authorization, if not previously revoked or specifically extended, shall cease and be null and void.
Instructions for Objecting to Permit Terms and Conditions: This letter contains an initial proffered permit for your proposed project/permit application. If you object to certain terms and conditions contained within the permit, you may request that the permit be modified. Enclosed you will find a Notification of Administrative Appeal Options and Process fact sheet and Request for Appeal (RFA) form. If you choose to object to certain terms and conditions of the permit, you must follow the directions provided in Section 1, Part A and submit the completed RFA form to the letterhead address.
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria under 33 CFR Part 331.5, and that it has been received by the District office within 60 days of the date of the RFA. Should you decide to submit an RFA form, it must be received at the letterhead address by February 11, 2022.
Should you have any questions regarding this letter, please contact the project manager Carolyn Farmer in writing the letterhead address, by telephone at 561-472-3527, or by email at Carolyn.h.farmer@usace.army.mil.
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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 take a few minutes to visit https://regulatory.ops.usace.army.mil/customer-service-survey/ and complete our automated Customer Service Survey. Your input is appreciated – favorable or otherwise.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
James L. Booth Colonel, U.S. Army District Commander
Enclosures
cc: Cummins Cederberg, Inc. (cjasperse@cumminscederberg.com) CESAJ-RE CESAJ-RD-PE (w/ enclosures)
for:
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141516171819 961481.3961477.1961471.3961465.4961459.7961453.9961448.
5
757589.7757568.7757546.3757523.1757502.5757481.3757458.8
757437.
3FLORIDAPROJECTLOCATION G U L F O F M E X I C O7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305-741-6155 FAX: 305-974-1969WWW.CUMMINSCEDERBERG.COMCUMMINS | CEDERBERGCoastal & Marine EngineeringCORONADO CONDOMINIUMDOCKING FACILITY REPLACEMENTPROJECT LOCATIONKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.www.callsunshine.com811R 3400 SOUTH OCEAN BOULEVARDHIGHLAND BEACH, FL 33487SHEET INDEXSHEETNUMBERTITLECM-1.0COVER SHEETCM-1.1GENERAL NOTESCM-1.2EXISTING CONDITIONSCM-1.3DEMOLITION PLANCM-2.0DOCK AND PILE LOCATIONS PLANCM-2.0TYPICAL DOCK PLAN AND SECTIONCM-2.1PROPOSED DOCK SECTIONS AND DETAILSCM-2.3TYPICAL SECTIONS AND TURBIDITY CURTAIN DETAILSPage 84
ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS2GENERAL NOTESCM-1.11.GENERAL1.1.THE WORK CONSISTS OF PROVIDING ALL CONSTRUCTION, LABOR, EQUIPMENT, MATERIAL AND OPERATIONS INCONNECTION WITH THE DOCKING FACILITY REPLACEMENT AS SHOWN ON THESE DRAWINGS.1.2.ANY DISCREPANCIES IN THE PLANS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS ADDRESSEDTHE DISCREPANCIES.1.3.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES IN THEPROJECT VICINITY. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY WITHIN THE PROJECT VICINITY, INCLUDINGSTAGING SITES, WORK AND ACCESS AREAS SHALL BE REPAIRED PROMPTLY BY THE CONTRACTOR. ANYDAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO COST TO THE OWNER.ALL ACCESS AND STAGING AREAS SHALL BE KEPT NEAT, ORDERLY AND IN A SAFE MANNER. ALL ACCESS ANDSTAGING AREAS SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON PROJECT COMPLETIONAT THE COST OF THE CONTRACTOR. THE SITE SHALL BE RESTORED BY REMOVING AND FINISHING ALLEVIDENCE FOR CONSTRUCTION. IN THE EVENT INFRASTRUCTURE (SUCH AS WALKWAYS, SIDEWALKS, FENCES,VEGETATION, ETC.) IS TEMPORARILY REMOVED OR RELOCATED OR THERE IS UNAUTHORIZED DAMAGE TOVEGETATION AND/OR FACILITIES BY THE CONTRACTOR, THE CONTRACTOR SHALL RESTORE ALL DAMAGE TOSTRUCTURES AND NATURAL FEATURES TO PRE-CONSTRUCTION CONDITIONS OR BETTER.1.4.UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRESENTUTILITIES PRIOR TO CONSTRUCTION.1.5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CLEARANCE AND PROTECTION TO ALL OVERHEADWIRES AND OBSTRUCTIONS.1.6.THE CONTRACTOR SHALL EXCLUDE THE PUBLIC FROM THE WORK AREAS IN THE IMMEDIATE VICINITY OFOPERATIONS. CONTRACTOR SHALL PROVIDE APPROPRIATE SAFETY MEASURES TO PROTECT THE PUBLIC.1.7.ALL NEW STRUCTURAL WORK SHALL BE ACCURATELY FIELD MEASURED AND DIMENSIONS VERIFIED BY THECONTRACTOR PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL BE PREPARED TO MAKE FIELDADJUSTMENTS TO ACCURATELY FIT THE NEW WORK TO EXISTING CONDITIONS.1.8.NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECUREDAND THE CONTRACTOR HAS BEEN ISSUED NOTICE TO PROCEED.1.9.ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN CHANGED IN SIZE BYREPRODUCTION. THIS SHOULD BE CONSIDERED WHEN OBTAINING SCALED DATA.1.10.CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL BUILDINGCODES AND GOVERNING REGULATIONS.FDEP, USACE, AND PALM BEACH COUNTY. CONTRACTOR SHALLADHERE TO ALL CONDITIONS OF THE PERMITS AND EXEMPTIONS.2.SURVEY2.1.BOUNDARY SURVEY CONDUCTED BY EXACTA COMMERCIAL SURVEYORS, INC. DATED 01/03/2020.3.LAYOUT AND TESTING3.1.ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY AND PAID FOR BY THE CONTRACTOR UNDER THESUPERVISION OF A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. ALL TESTING AND INSPECTION FOR ALLWOOD MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS AND SHALL BE PERFORMED BY ANINDEPENDENT TESTING LABORATORY.4.DEMOLITION4.1.CONTRACTOR SHALL VERIFY THE EXTENTS, LOCATION AND QUANTITIES OF EXISTING ELEMENTS TO BEREMOVED.4.2.ALL DEBRIS WITHIN THE LIMITS OF THE PROJECT SHALL BE HAULED OFF SITE BY THE CONTRACTOR, ASDIRECTED BY THE OWNER, AND DISPOSED OF AT AN APPROPRIATE FACILITY.4.3.CONTRACTOR SHALL NOT DAMAGE ANY STRUCTURAL COMPONENTS BEYOND THE DEMOLITION REQUIREMENTSDEPICTED IN THESE DRAWINGS. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.5.TIMBER5.1.DESIGN IS IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE, ASCE 7-10 AND 2015 NDS.5.2.ALL DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED, NO.1 DENSE GRADE SYP OR BETTER AND COMPLYWITH A.I.T.C. 109-69 SPECIFICATIONS UNLESS OTHERWISE NOTED.5.3.DECKING TO BE COMPOSITE LUMBER: Fb>=500 PSI; E>=200 KSI.6.PILING6.1.ALL TIMBER PIER PILES TO BE SOUTHERN YELLOW PINE (SYP) AND COMPLY WITH ASTM D25-79 AND BEPRESSURE TREATED W/ CCA FEDERAL SPECS TT-W-550D(1) OR TT-W-00550E(1) AND AWFA-P-4.6.2.PILES SHALL HAVE A MINIMUM DIAMETER OF 12 INCHES MEASURED 3' FR. BUTT.6.3.PILES DRIVING LOGS SHALL BE RECORDED FOR ALL DRIVEN PILES.6.4.PILE WRAP SHALL BE DENSO SEA SHIELD SERIES 90 OR APPROVED EQUAL.6.5.PILES MAY BE PRE-PUNCHED OR PRE-DRILLED THRU LIMESTONE, BUT SHALL BE DRIVEN TO DESIGN TIP -24'NGVD UNLESS OTHERWISE APPROVED BY ENGINEER OF RECORD.6.6.PILES SHALL BE DRIVEN TO PROVIDE MINIMUM BEARING CAPACITY OF 10 TONS/PILE.6.7.INDICATOR PILE LOGS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR CONFIRMATION OF PRODUCTIONPILE LENGTH.6.8.INDICATOR PILE TO BE +10 FEET LONGER THAN PRODUCTION PILE LENGTH.6.9.PILE DRIVING EQUIPMENT SHALL BE ADEQUATELY SIZED TO OBTAIN MINIMUM 10 TONS BEARING CAPACITY PERPILE PRIOR TO PRACTICAL REFUSAL.6.10.INDICATOR PILES SHALL BE DRIVEN WITH IMPACT HAMMER TO DESIGN TIP AND MINIMUM BEARING CAPACITY OF10 TONS/PILE UNLESS PRACTICAL REFUSAL IS MET PRIOR. PILES SHALL NOT BE CUT UNTIL APPROVED BYENGINEER.6.11.PILE JETTING SHALL NOT BE PERFORMED FOR ANY PILE.7.HARWARE7.1.ALL HARDWARE, BOLTS, AND OTHER MISC. STEEL COMPONENTS SHALL BE STAINLESS STEEL UNLESSOTHERWISE NOTED.7.2.DOWELS OR ANCHORS EMBEDDED INTO CONCRETE SHALL BE ANCHORED WITH SIMPSON SET TWO-PARTEPOXY OR ENGINEER APPROVED EQUIVALENT. ANCHOR HOLES SHALL BE DRIVEN TO MINIMUM DEPTH SHOWNON THE PLANS, AND SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPOXY.8.TIDAL DATA8.1.CONTRACTOR MAY NEED TO ADJUST HIS WORK PLAN TO ACCOUNT FOR ACTUAL WATER LEVELS ANDCHANGING WATER LEVELS. THE SITE MAY BE SUBJECT TO VARIABLE WAVE AND SURGE CONDITIONS AND IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES ANDSHORELINE DURING CONSTRUCTION.8.2.TIDAL DATA OBTAINED FROM SOUTH DELRAY BEACH, FLORIDA STATION ID 8722761.9.SUBMITTALS9.1. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGNCONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES ORDIMENSIONS WILL BE MADE.9.2.ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO SUBMITTING TO EOR.9.3.THE FOLLOWING MINIMUM SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THEENGINEER FOR REVIEW AND APPROVAL PRIOR TO RELATED CONSTRUCTION ACTIVITY:9.3.1.SCHEDULE FOR COMPLETION OF WORK WITH TASKS AND DURATIONS DEFINED9.3.2.DEMOLITION METHOD AND DISPOSAL PLAN9.3.3.TIMBER PILES AND ACCESSORIES9.3.4.WOOD FRAMING AND DECKING9.3.5.DOCK ACCESSORIES (FENDERS, CLEATS, PILE CAPS, ETC.)9.3.6.HARDWARE9.3.7.PILE DRIVING EQUIPMENT9.3.8.ELECTRICAL AND PLUMBING COMPONENTS10.CONSTRUCTION METHODOLOGY10.1.EXISTING DOCK STRUCTURES SHALL BE DEMOLISHED AND REPLACED WITH MATERIALS HEREIN THIS SET OFCONSTRUCTION DRAWINGS IN THE EXACT SAME FOOTPRINT AS EXISTING.11.CONSTRUCTION METHODOLOGY11.1.DOCK LL = 60 PSFDOCK DL = 25 PSFULTIMATE WIND SPEED, VULT = 170 MPH (UNOCCUPIED)DESIGN WIND SPEED, Vsus = 40 MPH SUSTAINED (OCCUPIED)RISK CAT IIEXPOSURE DDESIGN VESSEL LENGTH = 40 FEET12. TURBIDITY CONTAINMENT12.1. CONTRACTOR SHALL MAINTAIN ADEQUATE TURBIDITY CONTAINMENT SURROUNDING THE ENTIRE WORK AREAAT ALL TIMES DURING CONSTRUCTION.13. SLIP MAINTENANCE13.1.CONTRACTOR SHALL RELOCATE BOULDER RIPRAP LARGER THAN 1'-0" DIA. TO SEAWALL TOE.13.2.CONTRACTOR SHALL REMOVE AND DISPOSE OF CONSTRUCTION REMNANTS AND DEBRIS WITHIN BOAT SLIPFOOTPRINT.SYMBOLS LEGENDNAVD88MLW LINEMHW LINE0.29'-2.08'VERTICAL DATUMStation ID 8722761NTS2DIRECTION OF VIEWFOR SECTION CUTBCM-2.3SHEET WHERE SECTION ISSHOWNSECTION LETTERSHEET WHEREDETAIL IS SHOWNDETAIL NUMBER2S-2.0ABBREVIATIONSACIAMERICAN CONCRETE INSTITUTEASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSCONTCONTINUOUSCONT'DCONTINUEDFDEPFLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIONFDOTFLORIDA DEPARTMENT OF TRANSPORTATIONKSIKIPS PER SQUARE INCHMHWMEAN HIGH WATERMINMINIMUMMLWMEAN LOW WATERNAVDNORTH AMERICAN VERTICAL DATUMNGVDNATIONAL GEODETIC VERTICAL DATUMPERAPERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRSPSIPOUNDS PER SQUARE INCHTYPTYPICALUSACEUNITED STATES ARMY CORPS OF ENGINEERSW/CWATER/CEMENT RATIOPage 85
STA=0+00STA=1+00
STA=2+00
STA=3+00
STA=4+00
STA=4+43
STA=0+00STA=0+50STA=1+00STA=1+50
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STA=4+433'-0"2'-6"EL. +5.5' NAVD14" SQ. CONCRETEBATTER PILESTOP OF DOCKEL. +4.0' MIN. NAVD2'-0"2 TREADS @ 12"CONC. CAPPAVER WALKWAYNZ-14SEABED ELEV.VARIESPILE5'-0"MHW: +0.29' NAVDMLW: -2.08' NAVDEXISTING TIMBER PILESPILEEL . APPROX. +4.0' NAVDEXISTING WOOD FRAMINGEXISTING WOOD DECKINGISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS2EXISTINGCONDITIONS 32160GRAPHIC SCALE1"=16'3INTRACOASTAL WATERWAYEXISTING CONDITIONS PLANSCALE: 22x34: 1" = 15' 11x17: 1" = 30'NOTES:1.BOUNDARY SURVEY CONDUCTED BY EXACTA COMMERCIALSURVEYORS, INC. DATED 01/03/2020.2.AERIAL IMAGE: ESRI JANUARY 14, 2019ACM-1.2CM-1.2TABLE OF QUANTITIESITEMUNITQUANTITYEXISTING WET SLIPSEA18EXISTING OVER WATER DOCK STRUCTURESSF1,395EXISTING FIXED TIMBER DOCK PILESEA54EXISTING TIMBER MOORING PILESEA19BCM-1.2SCALE: 22x34 - 1"=2' 11x17 - 1"=4'EXISTING DOCK PARTIAL SECTIONEXIST. SEAWALLEXIST. MOORING, TYP.EXIST. TIMBERFINGER PIERACM-1.2SCALE: 22x34 - 1"=2' 11x17 - 1"=4'EXISTING DOCK PARTIAL SECTIONBCM-1.2Page 86
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DEMOLITIONPLANS-1.3ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS24 EXIST. SEAWALLEXISTING TIMBER MOORING PILETO BE REMOVED AND REPLACEDEXIST. TIMBER FINGERPIER TO BE REMOVEDAND REPLACED, TYP.INTRACOASTAL WATERWAYLEGEND:TIMBER MOORING S TO BE DEMOLISHEDFINGER DOCKS TO BE DEMOLISHEDTURBIDITY CURTAIN TO BE USED DURINGDEMOLITION AND CONSTRUCTION1CM-2.3Page 87
MOORING PILE TABLEMOORING PILE No.12345678910111213141516171819EASTING961547.7961542.4961537.5961530.8961526.0961519.4961514.3961508.4961502.6961497.3961492.2961486.2961481.3961477.1961471.3961465.4961459.7961453.9961448.5NORTHING757830.1757807.8757787.6757764.9757743.7757720.2757700.9757677.3757655.1757634.1757612.2757589.7757568.7757546.3757523.1757502.5757481.3757458.8757437.3STA=0+00STA=1+00
STA=2+00
STA=3+00
STA=4+00
STA=4+43
STA=0+00STA=0+50STA=1+00STA=1+50
STA=2+00
STA=2+50
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STA=4+43 E 961448.5N 757437.3E 961547.7N 757830.1E 961497.3N 757634.112345678910111213141516171819E 961545.0N 757809.6E 961457.7N 757454.5ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS2PROPOSED DOCKAND PILE LAYOUTPLAN32160GRAPHIC SCALE1"=16'1CM-2.31CM-2.43CM-2.3TYPICAL PILE MOUNTEDCLEAT DETAILS-1S-2S-3S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13S-14S-15S-16S-17S-185INTRACOASTAL WATERWAYNOTES:1.BOUNDARY SURVEY CONDUCTED BY EXACTA COMMERCIALSURVEYORS, INC. DATED 01/03/2020.2.AERIAL IMAGE: ESRI JANUARY 14, 2019CM-2.04CM-2.3ROCKSBELOW84'-9"
87'-2"
89'-2"
90'-5"
92'-11"
94'-6"
96'-1"
98'-4"
100'-4"
102'-3"
104'-9"
106'-6"
108'-10"112'-4"114'-7"115'-10"117'-7"119'-6"121'-7"PROPOSED 12" DIA.TIMBER MOORING PILE W/MOORING HORNS (TYP.)PROPOSED 5'X31' TIMBERFINGER DOCKS (TYP.)PROPOSED 12" DIA.TIMBER DOCK PILE(TYP.)TURBIDITY CURTAIN TO BEUSED DURING DEMOLITIONAND CONSTRUCTIONACCESSLADDER,TYP.(10) MOORING RINGSSLIP MAINTENANCE (REFER TOGENERAL NOTES ITEM NO. 13)"ROCKS BELOW"SIGN, TYP.TABLE OF QUANTITIESITEMUNITQUANTITYPROPOSED WET SLIPSEA18PROPOSED OVER WATER STRUCTURESSF1,395PROPOSED 12" FIXED TIMBER DOCK PILESEA54PROPOSED 12" TIMBER MOORING PILESEA19PROPOSED BOAT LIFTSEA10PROPOSED OVER WATER KAYAK LIFT AND PLATFORMEA2MOORING RINGSEA10PROPOSED DUAL PWC LIFTEA12CM-2.3AUTOMATICPLATFORMLIFT ENTRYBCM-2.2CCM-2.3ACM-2.1Page 88
TIP ELEV. -30.0' NAVDPVC PILE CAP, TYP.ELEV. +4.5' NAVDELEV. +9.0' NAVD TYP.ELEV. +5.5' NAVD3X12 WOOD BEAMEA. SIDE OF PILE, TYP.12" TIMBER PILE W/PILE WRAP, TYP.3X10 WOODJOIST @ 18"MAX.SPACING,TYP.SEABED VARIES11'-2"10'-0"11'-0"END DOCK12012" TIMBER MOORINGPILE W/ PILE WRAP, TYP.MHW: +0.29' NAVDMLW: -2.08' NAVD2" MIN. CURB4X12 WOOD LEDGER. DRILL &EPOXY 5/8" DIA. LAG SCREWS @ 18"O.C., MAX. MIN. 6" EMBED.6" MIN.2X6 WOOD DECKING W/ (2) #10X3"DECK SCREWS @ 3" O.C., TYP.NOTCH JOISTS TOACHIEVE FULL BRG.2X6 WOOD FASCIA W/ #10X3"DECK SCREWS @ 12" O.C.2X6 WOOD FASCIA W/ #10X3"DECK SCREWS @ 12" O.C.TIP ELEV. -30.0' NAVD(2) MOORING HORNS EA.MOORING PILE., TYP.11'-0"FULL DEPTH WDBLOCKING @ MID-SPAN5'-0"7/8" S.S. THRU BOLTSCENTERED IN PILE12" TIMBER PILE3X10 WOOD JOISTS@ 18" O.C., MAX.2x6 P.T. WOOD DECKING W/ (2) #10X3"S.S. DECK SCREWS @ 3" O.C.SAFETY LADDER4X12 WOOD LEDGERDRILL & EPOXY 58" DIA. LAGSCREWS @ 18" O.C., MAX.MIN. 6" EMBEDMENTBULKHEAD CAP10'-0"10'-0"3X10 WD BLOCKING2X6 DECK FASCIA W/ 3X10BLOCKING TO SUPPORTDECK/LADDER2x6 P.T. WOOD FASCIA W/ #10X3"DECK SCREWS @ 12" O.C.3X12 WOOD BEAMEA. SIDE OF PILETYPICAL DOCK PLANAND SECTION7ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS2CM-2.1ACM-2.0SCALE: 22x34 - 1"=2' 11x17 - 1"=4'TYPICAL DOCK PROFILESCALE: 22x34 - 1"=2' 11x17 - 1"=4'TYPICAL DOCK FRAMING PLAN1CM-2.22CM-2.22CM-2.220'-0"11'-0"4'-0"1'-0"1CM-2.2SAFETY LADDERPage 89
SEABED ELEV.VARIESPILE5'-0"ELEV. -30.0' NAVD(2) 78" DIA. S.S. THRU BOLTS@ 4" CTD. IN PILE/BM., TYP.PVC CONICAL PILE CAP, TYP.2X6 P.T. WOOD DECKING W/ (2)#10X3" DECK SCREWS @ 3" O.C.MHW: +0.29' NAVDMLW: -2.08' NAVD3X12 BEAM EA.SIDE OF PILE, TYP.PRE-WRAPPED 3X10 P.T. WOOD CROSSBRACING, TYP. COAT FASTENERS CONN. WITHCOAL TAR BITUMEN MASTIC.3X10 P.T. WOOD JOISTS @ 16" O.C., TYP.FULL DEPTH MID-SPAN 3X BLOCKING W/(2) #10X3" WOOD DECK SCREWSEL . +4.5' NAVDSEABED ELEV.VARIESPILEPILE WRAPPED 12" TIMBER PILE, TYP.MIN. 1'-0"BELOW SEABEDEL. -1.0' NAVDEL. +2.4' NAVD(2) 78" DIA. S.S. THRU BOLTS@ 4" CTD. IN PILE/BM., TYP.MIN. 1 38" BOTTOM EDGE DISTANCE, TYP.MIN. 3 12" TOP EDGE DISTANCE, TYP.2X6 WOOD FASCIAW/ #10X3" DECKSCREWS @ 3" O.C.RETRACTABLE ALUMINUMDOCK LADDER W/ 300LB CAPACITY.2X6 DECK FASCIAWD. JOISTELEV. +4.5' NAVD3X10 (SINGLE) WD. BLOCKING@ FASTENERSBOLT PER MANUFACTURERSSPECIFICATIONSMHW +0.29' NAVDMLW -2.08' NAVD6"MIN.4X12 WOOD LEDGER. DRILL &EPOXY 5/8" DIA. LAG SCREWS @18" O.C., MAX. MIN. 6" EMBED.3X10 WOOD JOIST, TYP.2X6 WOOD DECKING W/ (2) #10X3"DECK SCREWS @ 3" O.C., TYP.EXISTING BULKHEADNOTCH JOISTS TOACHIEVE FULL BRG.SIMPSON CTS 12 S.S. EALEDGER BEAM CONN., TYP.2X6 WOOD FASCIA W/ #10X3"DECK SCREWS @ 12" O.C.6"EXISTINGBULKHEAD CAPPROPOSED DOCKSECTIONS ANDDETAILS8ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS2CM-2.2BSCALE: 22x34 - 1"=2' 11x17 - 1"=4'TYPICAL DOCK SECTIONDECK LEDGER DETAIL2CM-2.1SCALE: 22x34 - 1"=1' 11x17 - 1"=2'TYPICAL PILE MOUNTEDCLEAT DETAIL3CM-2.0SCALE: 22x34 - 1"=1' 11x17 - 1"=2'TYPICAL LADDER DETAIL - MARGINAL DOCKSCALE: 1" = 1'1CM-2.012" TIMBER PILE12" GALV. CLEAT, TYP.TOP OF DECKTHRU-BOLTSCM-2.0MOORING RING DETAIL4CM-2.0SCALE: 22x34 - 1"=1/2' 11x17 - 1"=1'8"TOP OF CAPDRILL AND EPOXYANCHOR(S)6" SS MOORINGRINGPage 90
TYPICAL SECTIONSAND TURBIDITYCURTAIN DETAIL9ISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO.JT46300SEALENGINEERPROJECTCLIENTCUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING7550 RED ROAD, SUITE 217SOUTH MIAMI, FLORIDA 33143TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062CORONADOCONDOMINIUMDOCK REPLACEMENTCORONADO ATHIGHLAND BEACHCONDOMINIUMASSOCIATION3400 South Ocean BoulevardHighland Beach, FL 33487GKAS SHOWNJASON S. TAYLOR, P.E. #602771 10/20/2020 PERMIT SETSHEET OF 904/05/2021 CONSTRUCTION DRAWINGS2CM-2.3FLOATING TURBIDITY CURTAINSCALE: 1" = 1'1CM-1.3CCM-2.0N.T.S.TYPICAL BOAT LIFT SECTIONTOP OF DECK EL. +5.00TO 4.5' FT, NAVDMHW EL. +0.29' NAVDMLW EL. -2.08' NAVD16'MUDLINE EL. VARIES℄ PILE, TYP.℄ PILE, TYP.PROPOSED DOCKBCM-2.0PRE-FABRICATED 20KCRADLE BOAT LIFT12" TIMBER PILE, TYP.D14" GALVANIZED CHAIN58" POLYPRO LB.BREAKING STRENGTHD CLOSED CELL SOLID PLASTICFOAM FLOATATION (6"Ø EQUIV.)(12 LBS. PER FT. BUOYANCY)18 OZ. NYLONREINFORCED PVCFABRIC (300 PSI TEST)W/ LACINGGROMMETS516" GALVANIZED CHAINSTRESSPLATE18 OZ. NYLONREINFORCED PVCFABRIC (300 PSI TEST)SLOTTED PVC CONNECTORPIPE (METAL COLLARREINFORCED)SLOTTED PVC CONNECTOR PIPE(METAL COLLAR REINFORCED)CLOSED CELL SOLID PLASTIC FOAMFLOATATION (8"Ø EQUIV.)(17 LBS. PER FT. BUOYANCY)516" VINYL SHEATHED EAW STEEL CABLE (9800LBS. BREAKING STRENGTH) WITH GALVANIZEDCONNECTORS (TOOL FREE DISCONNECT)NOTICED:COMPONENTS OF TYPE I AND II MAY BE SIMILAR ORIDENTICAL TO PROPRIETY DESIGNS. ANY INFRINGEMENTON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BETHE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONSFOR TYPE I AND II SHALL BE AS APPROVED BY THEENGINEER.TYPE IITYPE ID = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OF LESS).D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5 FT.).CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FT.)TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN10 FT. UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLYCALLED FOR IN THE PLANS OR AS DETERMINED BY THEENGINEER.4.79' TO 5.29'2'-0"℄ PILE/DOCK EDGE6'-0"2'-0"2'-0"1'-0"CENTER LAUNCH
BETWEEN DOCK
PILES
DOCKAUTOMATIC PLATFORMLIFT ENTRYDOCK PILEDOCK PILETYPICAL KAYAK LAUNCHPARTIAL PLANSCALE: 1" = 2'2CM-2.0℄ PILE, TYP.Page 91
Dated 9/18/2019
COMMENCEMENT NOTIFICATION
Within ten (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-2020-04921(LOP-CF)
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
Page 92
AS-BUILT CERTIFICATION BY PROFESSIONAL ENGINEER
Within sixty (60) days of completion of the authorized work, submit this form and one set of as-
built engineering drawings via electronic mail to saj-rd-enforcement@usace.army.mil (preferred,
but 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. If you have questions regarding this
requirement, please contact the Enforcement Branch at 904-232-3697.
1. Department of the Army Permit Number: SAJ-2020-04921(LOP-CF)
2. Permittee Information:
Name: _____________________________________________
Address: _____________________________________________
_____________________________________________
3. Project Site Identification (physical location/address):
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
4. As-Built Certification: I hereby certify that the authorized work, including any mitigation required
by Special Conditions to the permit, has been accomplished in accordance with the Department of
the Army permit with any deviations noted below. This determination is based upon on-site
observation, scheduled and conducted by me or by a project representative under my direct
supervision. I have enclosed one set of as-built engineering drawings.
________________________________ _______________________________________
Signature of Engineer Name (Please type)
________________________________ _______________________________________
(FL, PR, or VI) Reg. Number Company Name
________________________________ _____________________ ____________
City State ZIP
(Affix Seal)
___________________________________ _______________________________________
Page 93
-2-
Dated 9/18/2019
Date Telephone Number
Date Work Started:____________________ Date Work Completed:______________________
Identify any deviations from the approved permit drawings and/or special conditions (attach
additional pages if necessary):
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
Page 94
STANDARD MANATEE CONDITIONS FOR IN-WATER WORK
2011
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 Vero Beach (1-772-562-3909) for south Florida, and 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 8 ½” 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 MyFWC.com/manatee. Questions concerning these signs can be sent to
the email address listed above.
Page 95
CAUTION: MANATEE HABITAT
All project vessels
IDLE SPEED / NO WAKE
When a manatee is within 50 feet of work
all in-water activities must
SHUT DOWN
Report any collision with or injury to a manatee:
Wildlife Alert:
1-888-404-FWCC (3922)
cell * FWC or #FWC
Page 96
Prepared by:
Permittee: ____________________________
Address: _____________________________
_____________________________________
Phone:_______________________________
NOTICE OF DEPARTMENT OF THE ARMY AUTHORIZATION
TAKE NOTICE the United States Army Corps of Engineers (Corps) has issued a permit or
verification SAJ-2020-04921 to Coronado at Highland Beach Condominium Association (Permittee)
on December 13, 2021, authorizing work in navigable waters of the United States in accordance with
Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C 403) on a parcel of land known as
Folio/Parcel ID: _______________________________________________________ located at
3400 South Ocean Boulevard, Section 33, Township 46 South, Range 43 East, in
Highland Beach, Broward County, Florida.
Within 30 days of any transfer of interest or control of said property, the Permittee must
notify the Corps in writing of the property transfer by submitting the completed permit
transfer page included with the issued permit or verification. The subject permit or
verification concerns only that portion of the property determined to fall within the
jurisdiction of the Corps and this notice is applicable only to those portions of the subject
property in, over, under, or affecting navigable waters of the United States.
Conditions of the Permit/Verification: The permit or verification is subject to General
Conditions and Special Conditions which may affect the use of the work authorized in
Intracoastal Waterway (ICWW). Accordingly, interested parties should closely examine
the entire permit or verification, all associated applications, and any subsequent
modifications.
To obtain a copy of the authorization in its entirety submit a written request to:
U.S. Army Corps of Engineers
Regulatory Division - Special Projects & Enforcement Branch
Post Office Box 4970
Jacksonville, Florida 32232-0019
Questions regarding compliance with these conditions should be directed to:
U.S. Army Corps of Engineers
Enforcement Section
Post Office Box 4970
Jacksonville, Florida 32232-0019
Conflict Between Notice and Permit
This Notice of Authorization is not a complete summary of the issued permit or
verification. Provisions in this Notice of Permit shall not be used in interpreting the
permit or verification provisions. In the event of conflict between this Notice of Permit
and the permit or verification, the permit or verification shall control.
Page 97
This Notice is Not an Encumbrance
This Notice is for informational purposes only. It is not intended to be a lien,
encumbrance, or cloud on the title of the premises.
Release
This Notice may not be released or removed from the public records without the prior
written consent of the Corps.
This Notice of Authorization is executed on this ________ day of
_____________________, _______. This document is being submitted for recordation
in the Public Records of Broward County, Florida as part of the requirement imposed by
the authorization SAJ-2020-04921 issued by Corps.
Permittee:
_____________________________________
Address:
_____________________________________
_____________________________________
Phone:________________________________
STATE OF FLORIDA
COUNTY OF _____________
The foregoing instrument was acknowledged before me this ________day of
__________________, 20____, by _________________, who is personally known to
me or has produced __________________________ as identification.
___________________________________
Notary Public
(seal)
___________________________________
Print
My Commission Expires____________
Page 98
U.S. Army Corps of Engineers Jacksonville District's Programmatic Biological
Opinion (JaxBO) Project Design Criteria (PDCs) for In-Water Activities
November 20, 2017
1) (AP.7.) Education and Observation: The permittee must ensure that all personnel
associated with the project are instructed about the potential presence of species
protected under the ESA and the Marine Mammal Protection Act (MMPA). All on-site
project personnel are responsible for observing water-related activities for the
presence of protected species. All personnel shall be advised that there are civil and
criminal penalties for harming, harassing, or killing ESA-listed species or marine
mammals. To determine which species may be found in the project area, please
review the relevant Protected Species List at:
http://sero.nmfs.noaa.gov/protected_resources/section_7/threatened_endangered/in
dex.html
2) (AP.8.) Reporting of interactions with protected species:
a) Any collision(s) with and/or injury to any sea turtle, sawfish, whale, or sturgeon
occurring during the construction of a project, shall be reported immediately to
NMFS’s Protected Resources Division (PRD) at (1-727-824-5312) or by email to
takereport.nmfsser@noaa.gov and SAJ-RD-Enforcement@usace.army.mil.
b) Smalltooth sawfish: Report sightings to 1-844-SAWFISH or email
Sawfish@MyFWC.com
c) Sturgeon: Report dead sturgeon to 1-844-STURG 911 (1-844-788-7491) or email
nmfs.ser.sturgeonnetwork@noaa.gov
d) Sea turtles and marine mammals: Report stranded, injured, or dead animals to 1-
877-WHALE HELP (1-877-942-5343).
e) North Atlantic right whale: Report injured, dead, or entangled right whales to the
USCG via VHF Channel 16.
3) (AP.9.) Vessel Traffic and Construction Equipment: All vessel operators must
watch for and avoid collision with species protected under the ESA and MMPA.
Vessel operators must avoid potential interactions with protected species and
operate in accordance with the following protective measures:
a) Construction Equipment:
i) All vessels associated with the construction project shall operate at “Idle
Speed/No Wake” at all times while operating in water depths where the draft
of the vessel provides less than a 4-foot (ft) clearance from the bottom, and in
all depths after a protected species has been observed in and has departed
the area.
ii) All vessels will follow marked channels and/or routes using the maximum
water depth whenever possible.
iii) Operation of any mechanical construction equipment, including vessels, shall
cease immediately if a listed species is observed within a 50-ft radius of
Page 99
construction equipment and shall not resume until the species has departed
the area of its own volition.
iv) If the detection of species is not possible during certain weather conditions
(e.g., fog, rain, wind), then in-water operations will cease until weather
conditions improve and detection is again feasible.
b) All Vessels:
i) Sea turtles: Maintain a minimum distance of 150 ft.
ii) North Atlantic right whale: Maintain a minimum 1,500-ft distance (500 yards).
iii) Vessels 65 ft in length or longer must comply with the Right Whale Ship Strike
Reduction Rule (50 CFR 224.105) which includes reducing speeds to 10
knots or less in Seasonal Management Areas
(http://www.fisheries.noaa.gov/pr/shipstrike/).
iv) Mariners shall check various communication media for general information
regarding avoiding ship strikes and specific information regarding right whale
sightings in the area. These include NOAA weather radio, USCG NAVTEX
broadcasts, and Notices to Mariners.
v) Marine mammals (i.e., dolphins, whales [other than North Atlantic right
whales], and porpoises): Maintain a minimum distance of 300 ft.
vi) When these animals are sighted while the vessel is underway (e.g., bow-
riding), attempt to remain parallel to the animal’s course. Avoid excessive
speed or abrupt changes in direction until they have left the area.
vii) Reduce speed to 10 knots or less when mother/calf pairs or groups of marine
mammals are observed, when safety permits.
4) (AP.10.) Turbidity Control Measures during Construction: Turbidity must be
monitored and controlled. Prior to initiating any of the work covered under this
Opinion, the Permittee shall install turbidity curtains as described below. In some
instances, the use of turbidity curtains may be waived by the USACE project
manager if the project is deemed too minimal to generate turbidity (e.g., certain
ATON installation, scientific survey device placement, marine debris removal) or if
the current is too strong for the curtains to stay in place. Turbidity curtains
specifications:
a) Install floating turbidity barriers with weighted skirts that extend to within 1 ft of
the bottom around all work areas that are in, or adjacent to, surface waters.
b) Use these turbidity barriers throughout construction to control erosion and
siltation and ensure that turbidity levels within the project area do not exceed
background conditions.
c) Position turbidity barriers in a way that does not block species’ entry to or exit
from designated critical habitat.
d) Monitor and maintain turbidity barriers in place until the authorized work has
been completed and the water quality in the project area has returned to
background conditions.
e) In the range of ESA-listed corals (St. Lucie Inlet, Martin County south to the Dry
Tortugas and the U.S. Caribbean) and Johnson’s seagrass (Turkey Creek/Palm
Page 100
Bay south to central Biscayne Bay in the lagoon systems on the east coast of
Florida):
i) Projects that include upland earth moving (e.g., grading to install a building or
parking lot associated with a dock and seawall project), must install sediment
control barriers to prevent any upland sediments from reaching estuarine or
marine waters.
ii) The turbidity curtain requirement cannot be waived for any project that moves
or removes sediment (e.g., dredging, auger to create a pile, trenching to
install a cableline). If turbidity curtains are not feasible in an area based on
site conditions such as water current, high wave action, or stormy conditions,
the project must undergo individual Section 7 consultation and is not covered
under this Programmatic Opinion.
5) (AP.11.) Entanglement: All turbidity curtains and other in-water equipment must be
properly secured with materials that reduce the risk of entanglement of marine
species (described below). Turbidity curtains likewise must be made of materials
that reduce the risk of entanglement of marine species.
a) In-water lines (rope, chain, and cable, including the lines to secure turbidity
curtains) must be stiff, taut, and non-looping. Examples of such lines are heavy
metal chains or heavy cables that do not readily loop and tangle. Flexible in-
water lines, such as nylon rope or any lines that could loop or tangle, must be
enclosed in a plastic or rubber sleeve/tube to add rigidity and prevent the line
from looping and tangling. In all instances, no excess line is allowed in the water.
b) Turbidity curtains and other in-water equipment must be placed in a manner that
does not entrap species within the construction area or block access for them to
navigate around the construction area.
Page 101
DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST
PERMIT NUMBER: SAJ-2020-04921(LP-CF)
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, Special Projects and Enforcement
Branch, Post Office Box 4970, Jacksonville, Florida 32232-0019.
___________________________________ ___________________________
(TRANSFEREE-SIGNATURE) (SUBDIVISION)
___________________________________ _________ ____________
(DATE) (LOT) (BLOCK)
___________________________________ __________________________
(NAME-PRINTED) (STREET ADDRESS)
___________________________________
___________________________________
(MAILING ADDRESS)
___________________________________
(CITY, STATE, ZIP CODE)
Page 102
Appendix A
APPLICATION FOR CONSENT TO CROSS U.S. GOVERNMENT EASEMENT
APPLICATION IS MADE for a Department of the Army Consent to Easement to
construct, maintain, control, operate and repair a (state type of structure) ___________
______________________________________________________________________
___________________________ over, under, across, in, or upon the Easement vested
in the United States of America as shown on the attached [include boundary survey
map with legal description/construction plans and specifications of project], and situated
in Section___, Township___ South, Range___ East, County of___________, Florida.
Names and Mailing Addresses of Record Owners: ___________________________
____________________________________________________________________
____________________________________________________________________
Physical Address (location of project work): _________________________________
____________________________________________________________________
Applicant understands that permanent structures affixed to the land or otherwise
constructed or situated in a manner lasting or meant to last indefinitely and not expected
to change in status, condition, or place are not permitted within the U.S. Easement.
Unauthorized structures include, but are not limited to, residential and commercial
buildings, swimming pools, patios, outbuildings, fences, gazebos, satellite dishes, oil
and gas wells, boat ramps and seawall enclosures of docking areas or other structures
as defined in CFR Title 36, Section 327.20. Noncompliance may subject the Applicant
to possible removal and enforcement action.
The undersigned agrees that construction of the facility or structure involved in this
application shall not begin until the Consent to Cross U.S. Government Easement,
herein applied for, shall have been granted and appropriate rights shall have been
acquired from the record owners and encumbrances of the underlying fee in the land
involved.
____________________________ ____________________________
Property Owner(s) Name (Print) Property Owner(s) Name (Print)
____________________________ ____________________________
(Signature) (Signature)
DATE: _________________
RETURN TO: US Army Corps of Engineers, Jacksonville District
ATTN: Real Estate Division
P.O. Box 4970
Jacksonville, FL 32232-0019
Page 103
GENERAL CONDITIONS
33 CFR PART 320-330
PUBLISHED FR DATED 13 NOVEMBER 1986
1. The time limit for completing the work authorized ends on the date noted in the
permit letter. If you find that you need more time to complete the authorized activity,
submit your request for a time extension to this office for consideration at least one
month before the above date is reached.
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 in the space provided and forward a copy of the permit 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. For your convenience, a copy of the certification is attached if it contains such
conditions.
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.
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NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Coronado at Highland Beach Condominium
Association
File Number: SAJ-2020-04921 Date: 12/13/2021
Attached is: See Section below
X INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/CECW/Pages/reg_materials.aspx or Corps
regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer
for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is
authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in
its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional
determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may
request that the permit be modified accordingly. You must complete Section II of this form and return the form to the
district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,
or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will
evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to
address some of your objections, or (c) not modify the permit having determined that the permit should be issued as
previously written. After evaluating your objections, the district engineer will send you a proffered permit for your
reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer
for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is
authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in
its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional
determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions
therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the
division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days
of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the
approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer.
This form must be received by the division engineer within 60 days of the date of this notice.
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E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be
appealed), by contacting the Corps district for further instruction. Also you may provide new information for further
consideration by the Corps to reevaluate the JD.
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SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to
an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where
your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for
the record of the appeal conference or meeting, and any supplemental information that the review officer has determined
is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses
to the record. However, you may provide additional information to clarify the location of information that is already in the
administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision you may
contact:
Project Manager as noted in letter
If you have questions regarding the appeal process you
may contact:
Philip A. Shannin
404-562-5136
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You will
be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations.
_______________________________
Signature of appellant or agent.
Date: Telephone number:
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