Attachment_D_-_FDEP_Environmental_Exemption.pdf

www.floridadep.gov

FLORIDA DEPARTMENT OF

Environmental Protection

South District PO Box 2549

Fort Myers, FL 33902-2549 SouthDistrict@FloridaDEP.gov

Ron DeSantis Governor

Alexis A. Lambert

Secretary

April 15, 2025

City of Sarasota c/o Rebecah Delp Cummins Cederberg Coastal & Marine Engineering 111 2nd Ave NE, Suite 1100 St. Petersburg, FL 33701 rdelp@cumminscederberg.com

File No.:0273673-005 EE, Sarasota County

Dear Rebecah Delp:

On December 19, 2024, we received your request for verification of exemption to perform the following activities:

To replace an existing 1,500 linear feet of seawall with a new composite sheet pile seawall with living seawall modules to be constructed no further than eighteen inches waterward of the original footprint at 5 Bayfront Dr, Sarasota, FL 34236, Parcel ID:

202705 0027 in Sarasota Bay, Class III Outstanding Florida Waters, Section 19, Township 36 South, Range 18 East, Sarasota County.

Your request has been reviewed to determine whether it qualifies for (1) a 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 either qualifies or was not applicable for all three authorizations types.

However, this letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity.

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

If you have any questions regarding this matter, please contact us by telephone at (239) 344-5600 or by e-mail at SouthDistrict@floridadep.gov.

File Name: Rebecah Delp File No: 0273673-005 EE

1. Regulatory Review – VERIFIED

Based on the information submitted, the Department has verified that the activity as proposed is exempt under Chapter 62-330.051(12)(b), Florida Administrative Code, and Section 403.813(1)(e) of the Florida Statutes from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes.

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

2. Proprietary Review - GRANTED

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

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

The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for an automatic consent by rule under Rule 18-21.005(1)(b), Florida Administrative Code, and Section 253.77 of the Florida Statutes to construct and use the activity on the specified sovereign submerged lands, as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. No further application is required for this consent by rule.

Special Consent Conditions

1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the

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

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

3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty

(30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization.

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

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

General Conditions for Authorizations for Activities All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through (i) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S.

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

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

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

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

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

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

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

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

Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities.

3. Federal Review - SPGP APPROVED

Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit VI-R1, and a SEPARATE permit or authorization will not be required from the Corps. Please note that the Federal authorization expires on July 27, 2026. However, your authorization may remain in effect for up to 1 additional year, if provisions of Special Condition 15 of the SPGP VI-R1 permit instrument are met. You, as permittee, are required to adhere to all General Conditions and Special Conditions that may apply to your project (attached). A copy of the SPGP VI-R1 with all terms and conditions and the General Conditions may be found 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 Water Act.

Additional Information

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

NOTICE OF RIGHTS

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

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

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

(b) The name, address, and telephone number of the petitioner; 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 are or will be affected by the agency determination;

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

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

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

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

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

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

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

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

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

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

Mediation Mediation is not available in this proceeding.

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

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

Executed in Lee County, Florida

STATE OF FLORIDA DEPARTMENTOF ENVIRONMENTAL PROTECTION

Toby Schwetje Environmental Administrator South District

Enclosures:

8 Project drawings 62-330.051(12)(b), F.A.C./403.813(1)(e), F.S.

Special and General Conditions for Federal Authorization for SPGP VI-R1

CERTIFICATE OF SERVICE

The undersigned duly designated deputy clerk hereby certifies that this document and all attachments, including all copies, were sent to the addressee and to the following listed persons:

None

FILING AND ACKNOWLEDGMENT

FILED, on this date, pursuant to Section 120.52(7), F.S., with the designated Department clerk, receipt of which is hereby acknowledged.

_________________________ ____April 15, 2025_________ Clerk Date

OWNER: ENGINEER:

CITY OF SARASOTA

1761 12th STREET

SARASOTA, FLORIDA 34236

KNOW WHAT'S BELOW

ALWAYS CALL 811

BEFORE YOU DIG

It's fast. It's free. It's the law.

www.callsunshine.com

811 R

PERMIT DRAWINGS

FOR REGULATORY REVIEW ONLY

12/05/2024

SARASOTA BAYFRONT PARK

BULKHEAD REPLACEMENT

5 BAYFRONT DRIVE, SARASOTA, FLORIDA 34236

R

EV

. D

AT

E

SHEET INDEX

SHEET

NUMBER TITLE

COVER SHEET

CM-1.0 GENERAL NOTES

CM-1.2 GEOTECHNICAL BORINGS

CM-1.3 EXISTING CONDITIONS

CM-1.4 DEMOLITION PLAN - MARINA NORTH SIDE

CM-1.5 DEMOLITION PLAN - MARINA SOUTH SIDE

CM-1.6 EXISTING BULKHEAD SECTION I

CM-1.7 EXISTING BULKHEAD SECTION II

CM-1.8 EXISTING BULKHEAD SECTION III

CM-1.9 PROPOSED CONSTRUCTION PHASING & JOINT

LAYOUT

CM-2.0 PROPOSED BULKHEAD & WALKWAY PLAN -

MARINA NORTH SIDE

CM-2.1 PROPOSED BULKHEAD & WALKWAY PLAN -

MARINA SOUTH SIDE

CM-2.2 PROPOSED BULKHEAD/WALKWAY SECTION I

CM-2.3 PROPOSED BULKHEAD/WALKWAY SECTION II

CM-2.4 PROPOSED BULKHEAD/WALKWAY SECTION III

CM-2.5 PROPOSED SECTIONS & DETAILS

CM-3.0 GENERAL DETAILS

MIAMI │ FORT LAUDERDALE │ JUPITER

SARASOTA │ ST. PETERSBURG | TALLAHASSEE

TEL: 941-364-2425 FAX: 305-974-1969

WWW.CUMMINSCEDERBERG.COM

CUMMINS | CEDERBERG

Coastal & Marine Engineering

NOT FOR CONSTRUCTION

GULF OF

MEXICO

SARASOTA

ATLANTIC

OCEAN

FLORIDA

PROJECT LOCATION PROJECT SITE

AutoCAD SHX Text J:\Projects\126100.1 Sarasota Bayfront Park Seawall\03 - Drawings\Permits\(2024-12-03)P 12600.01 Sarasota_recover.dwg

Williams_CN Exemptclear

GENERAL NOTES

CM-1.0

S- #

SECTION SYMBOL

BREAKLINE

SECTION TITLE

DETAIL TITLE

DETAIL LABEL

NORTH ARROW

REVISION DELTACC STANDARD DIM

CC STANDARDMINOR TEXT

CC STANDARDMAJOR TEXT CC STANDARDMAJOR TEXT

GRAPHIC SCALE

ELEV. +X.X' N-VDELEVATION SYMBOL

WATER LEVEL

TITLE1

S-TITLE2 A

TITLE1TITLE2 #S-

S-X

0GRAPHIC SCALE(22X34) 1" = X'(11X17) 1" = X'XXX

MG

12600.01

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

1491 SECOND ST. SUITE E,

SARASOTA, FLORIDA 34236

TEL: 941-364-2425 FAX: 305-974-1969

WWW.CUMMINSCEDERBERG.COM

COA # 29062

SARASOTA BAYFRONT PARK

BULKHEAD REPLACEMENT

CITY OF SARASOTA

5 BAYFRONT DR.

SARASOTA, FLORIDA 34236

SV

IS

SU

E D

AT

E

SU

BM

IS

SI

O N

R

EV

IS

IO

N

SHEET TITLE

SCALE

CHECKED

DRAWN

CC PROJECT NO:

SEAL:

ENGINEER:

PROJECT:

CLIENT:

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

COA # 29062

ADDRESS:

ADDRESS:

1761 12th STREET

SARASOTA, FLORIDA 34236

PE

R

M

IT

S

ET

/0

5/

SCALES PERTAIN TO

22"x34" SHEET SIZE

1. GENERAL

1.1. THE WORK CONSISTS OF PROVIDING ALL CONSTRUCTION, LABOR, EQUIPMENT, MATERIAL AND OPERATIONS IN CONNECTION WITH THE REPLACEMENT OF THE BULKHEAD AND RELATED IMPROVEMENTS AS SHOWN ON THESE

DRAWINGS.

1.2. ANY DISCREPANCIES BETWEEN THE PLANS AND THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS ADDRESSED THE

DISCREPANCIES.

1.3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES IN THE PROJECT VICINITY. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY WITHIN THE PROJECT VICINITY, INCLUDING STAGING SITES, WORK ZONES, AND ACCESS AREAS SHALL BE REPAIRED PROMPTLY BY THE CONTRACTOR. ANY DAMAGE 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 AND STAGING AREAS SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON PROJECT COMPLETION AT THE COST OF THE CONTRACTOR. THE SITE SHALL BE RESTORED BY REMOVING AND FINISHING ALL EVIDENCE OF CONSTRUCTION. IN THE EVENT CITY ASSETS (SUCH AS SHELL PATHWAYS, ROCK BORDERS, BENCHES, IRRIGATION, LANDSCAPING, WALKWAYS, SIDEWALKS, FENCES, ETC.) ARE TEMPORARILY REMOVED OR RELOCATED OR DAMAGE BY THE CONTRACTOR, THE CONTRACTOR SHALL RESTORE ALL DAMAGE TO STRUCTURES AND NATURAL FEATURES TO PRE-CONSTRUCTION CONDITIONS OR BETTER.

1.4. UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL PRESENT

UTILITIES PRIOR TO CONSTRUCTION.

1.5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CLEARANCE AND PROTECTION TO ALL OVERHEAD WIRES AND

OBSTRUCTIONS.

1.6. THE CONTRACTOR SHALL EXCLUDE THE PUBLIC FROM THE WORK AREAS IN THE IMMEDIATE VICINITY OF OPERATIONS.

CONTRACTOR SHALL PROVIDE APPROPRIATE SAFETY MEASURES TO PROTECT THE PUBLIC.

1.7. ALL NEW STRUCTURAL WORK INCLUDING CONCRETE AND REINFORCEMENT SHALL BE ACCURATELY FIELD MEASURED AND DIMENSIONS VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL BE PREPARED

TO MAKE FIELD ADJUSTMENTS TO ACCURATELY FIT THE NEW WORK TO EXISTING CONDITIONS.

1.8. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND 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 BY REPRODUCTION. THIS

SHOULD BE CONSIDERED WHEN OBTAINING SCALED DATA.

1.10. CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS INCLUDING THOSE OF FDEP, USACE, AND SARASOTA COUNTY. CONTRACTOR SHALL

ADHERE TO ALL CONDITIONS OF THE PERMITS AND EXEMPTIONS.

2. LAYOUT AND TESTING

2.1. ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY AND PAID FOR BY THE CONTRACTOR UNDER THE SUPERVISION OF A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. ALL TESTING AND INSPECTION FOR CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS AND SHALL BE PERFORMED BY AN INDEPENDENT TESTING

LABORATORY.

3. SURVEY

3.1. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED BY GEORGE F. YOUNG, INC. DATED 02/2024. UPLAND ELEVATIONS ARE REFERENCED TO NAVD88 AND OFFSHORE ELEVATIONS ARE REFERENCED TO MLW. MLW = -1.09 NAVD88.

4. GEOTECHNICAL DATA

4.1. GEOTECHNICAL BORINGS AND REPORT PROVIDED BY INTERTEK PSI DATED 04/18/2024.

5. TIDAL DATA

5.1. CONTRACTOR MAY NEED TO ADJUST WORK PLAN TO ACCOUNT FOR ACTUAL WATER LEVELS AND CHANGING WATER LEVELS. THE SITE MAY BE SUBJECT TO VARIABLE WAVE AND SURGE CONDITIONS AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES AND SHORELINE DURING CONSTRUCTION.

TIDAL DATA OBTAINED FROM SARASOTA, FL STATION ID 8726083.

6. DEMOLITION

6.1. CONTRACTOR SHALL VERIFY THE EXTENTS, LOCATION AND QUANTITIES OF EXISTING ELEMENTS TO BE REMOVED.

6.2. ALL DEBRIS WITHIN THE LIMITS OF THE PROJECT SHALL BE HAULED OFF SITE BY THE CONTRACTOR, AS DIRECTED BY THE

OWNER, AND DISPOSED OF AT AN APPROPRIATE FACILITY.

6.3. CONTRACTOR SHALL NOT DAMAGE ANY STRUCTURAL COMPONENTS BEYOND THE DEMOLITION REQUIREMENTS DEPICTED

IN THESE DRAWINGS. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

7. CONCRETE

7.1. FORMS FOR THIS WORK SHALL BE MADE OF EITHER WOOD OR METAL. THEY SHALL BE STRAIGHT AND FREE OF WARP OR BENDS. THEY SHALL HAVE SUFFICIENT STRENGTH AND RIGIDITY, WHEN STAKED, TO RESIST THE PRESSURE OF THE CONCRETE WITHOUT SPRINGING. IF WOODEN FORMS ARE USED, THEY SHALL BE OF ADEQUATE SECTION AND SHALL HAVE A FLAT SURFACE ON TOP. FORMS SHALL HAVE A DEPTH AT LEAST EQUAL TO THE VERTICAL DIMENSIONS FOR THE DEPTH OF THE CONCRETE BEING DEPOSITED AGAINST THEM. WHEN READY FOR THE CONCRETE TO BE DEPOSITED, THEY SHALL NOT VARY FROM THE APPROVED LINE AND GRADE, AND SHALL BE KEPT SO UNTIL THE CONCRETE HAS SET AND FULLY

REMOVED AFTER.

7.2. JUST PRIOR TO PLACING THE CONCRETE, ANY WOODEN FORMS SHALL BE MOISTENED AND ALL STEEL REINFORCING SHALL BE RINSED WITH FRESH WATER. THE CONCRETE SHALL BE PLACED IN THE FORMS AND TAMPED IN PLACE SO THAT HONEYCOMBING WILL BE ELIMINATED AND SUFFICIENT MORTAR BROUGHT TO A SMOOTH EVEN FINISH BY MEANS OF A

FLOAT.

7.3. CONTRACTOR SHALL BE PREPARED TO PLACE CONCRETE OF LOWER MEMBERS OF THE MARINE STRUCTURES IN

SUBMERGED CONDITIONS UTILIZING TREMIE METHODS AT NO ADDITIONAL COST.

7.4. NO CONCRETE SHALL BE POURED DURING UNFAVORABLE WEATHER OR SEA CONDITIONS.

7.5. ALL STEEL SHALL HAVE A MINIMUM OF 3 INCHES CONCRETE COVER, UNLESS OTHERWISE NOTED. NO CHAIRS OR OTHER

METAL SHALL PROTRUDE FROM SURFACE OF CONCRETE.

7.6. CAST-IN-PLACE CONCRETE SHALL BE A MINIMUM OF 5,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE MIX DESIGN

FOR A CLASS IV CONCRETE FOR AN EXTREMELY AGGRESSIVE (MARINE) ENVIRONMENT IN ACCORDANCE WITH FDOT SPECIFICATIONS. CONCRETE COMPONENTS SHALL INCLUDE AN ADMIXTURE OF SILICA FUME, METAKAOLIN, OR ULTRAFINE FLY ASH IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTIONS 346 AND 92. CONTRACTOR SHALL PROVIDE

MIX DESIGN TO ENGINEER FOR APPROVAL 10 DAYS PRIOR TO CONCRETE PLACEMENT.

7.7. NO WATER SHALL BE ADDED TO CONCRETE AT THE JOB SITE UNLESS AUTHORIZED BY THE ENGINEER OR SPECIAL

INSPECTOR.

7.8. WHEN SURFACE FINISHING IS COMPLETED, THE STRUCTURE SHALL BE PROTECTED AGAINST WAVE SPLASH FOR TWO DAYS AND CURED PER APPLICABLE PARAGRAPHS OF SECTION 400-16 OF THE FDOT STANDARD SPECIFICATIONS. CURING

SHALL OCCUR FOR AT LEAST 7 DAYS.

7.9. A SURFACE PENETRANT SEALER OF ALKYL-ALKOXY SILANE CLASSIFICATION, SUCH AS BASF ENVIROSEAL, OR APPROVED

EQUAL SHALL BE APPLIED TO ALL EXPOSED CONCRETE.

7.10. APPLY SIKA ARMATEC 110 BONDING AGENT, OR APPROVED EQUAL, AT CONSTRUCTION JOINTS PRIOR TO PLACEMENT OF

NEW CONCRETE.

7.11. COMPONENTS NOT CONSTRUCTED ACCORDING TO THESE SPECIFICATIONS SHALL BE REMOVED AND REPLACED

PROPERLY AT THE EXPENSE OF THE CONTRACTOR.

7.12. THE FACES OF THE FINISHED STRUCTURES SHALL BE TRUE, STRAIGHT, AND OF UNIFORM WIDTH, FREE FROM HUMPS, SAGS, OR OTHER IRREGULARITIES EXCEPT AS SPECIFIED IN THE PLANS. THE CONTRACTOR SHALL REPLACE ANY

DEFICIENT SEGMENTS.

7.13. CONCRETE FORMWORKERS AND FINISHERS:

THE CONTRACTOR SHALL SUPPLY A SUFFICIENT NUMBER OF EXPERIENCED CONCRETE FORMWORKERS AND FINISHERS IN ORDER TO COMPLETE THE WORK. A CONCRETE FOREMAN WHO HAS A THOROUGH UNDERSTANDING OF THE PLANS, SPECIFICATIONS, AND REFERENCED SPECIFICATIONS SHALL SUPERVISE ALL FORMWORKERS AND FINISHERS. NO

SUB-STANDARD WORKMANSHIP WILL BE ACCEPTED.

7.14. CONCRETE TRANSPORTATION:

CONCRETE DELIVERED FROM A READY MIX PLANT SHALL BE TRANSPORTED IN ACCORDANCE TO FDOT SECTION 345-13.

CONCRETE THAT IS NOT PLACED IN THE FORM WITHIN THE SPECIFIED TIME LIMITS WILL BE REJECTED AND NOT INCLUDED IN THE WORK. CONTRACTOR SHALL BEAR ALL COSTS FOR REJECTED CONCRETE. CONCRETE SHALL NOT BE PLACED IN THE FORMS UNTIL THE REINFORCING STEEL PLACEMENT HAS BEEN APPROVED BY THE ENGINEER.

7.15. REINFORCED CONCRETE MATERIALS TESTING:

THE CONTRACTOR SHALL HAVE AN INDEPENDENT TESTING LABORATORY TEST THE CONCRETE USED IN THE WORK. THE TEST SHALL INCLUDE 7, 14, AND 28 DAY COMPRESSIVE STRENGTH TESTS. THE RESULTS SHALL BE SUPPLIED TO THE

ENGINEER. THE TESTS SHALL BE IN ACCORDANCE WITH ASTM C31, C39, AND C617.

7.16. ADHESIVE BONDED DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT SECTION 416.

8. STEEL REINFORCEMENT

8.1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED BARS FREE FROM LOOSE RUST AND

SCALE.

8.2. REINFORCING STEEL, SUPPORTS, AND TIE WIRE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A767.

8.3. MMFX OR CHROMX 4100 STEEL CAN BE USED AS AN ALTERNATE TO HOT-DIPPED GALVANIZED STEEL AT CONTRACTOR'S

OPTION.

8.4. STEEL SHALL BE PLACED AS SHOWN IN THE PLANS. ALL REBAR CHAIRS SHALL BE PLASTIC. ALL REINFORCING STEEL

SHALL BE ACCURATELY LOCATED AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACE OF CONCRETE.

8.5.

9. SHEET PILING

9.1. FRP SHEET PILING SHALL BE INSTALLED WITH VIBRATORY HAMMER AND IN ACCORDANCE WITH FDOT SPEC. SECT. 455-9.

9.2. CONTRACTOR SHALL BE PREPARED TO DRIVE SHEETS THROUGH SANDY AND CLAYEY SOIL LAYERS. REFERENCE

GEOTECHINCAL REPORT FOR EXPECTED SOIL PROFILE. WATER JETTING IS NOT PERMITTED WITHOUT WRITTEN ENGINEER

APPROVAL.

9.3. ALL PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION SHOWN ON PLANS UNLESS OTHERWISE APPROVED BY

ENGINEER.

9.4. SHEET PILING SHALL BE INSTALLED AT THE LOCATIONS SPECIFIED IN THE PLANS.

9.5. SHEET PILING SHALL NOT BE MORE THAN 1/2" PER FOOT OUT OF PLUMB.

10. STRUCTURAL STEEL

10.1. TIE RODS, WALERS AND HARDWARE & MISC. STL. SHALL BE SHOP-COATED W/ 2 COATS TNEMIC COAL TAR EPOXY (CTE), 16 MILS DRY FILM TOT. THICKNESS. ANY DAMAGE TO COATING SHALL BE REPAIRED IN FIELD W/COAL TAR MASTIC. TIE RODS SHALL BE FIELD-WRAPPED IN BURLAP. ALTERNATIVELY, PETROLATUM TAPE MAY BE USED IN LIEU OF CTE & BURLAP.

11. HARDWARE

11.1. ALL HARDWARE, BOLTS, AND OTHER MISC. STEEL COMPONENTS SHALL BE STAINLESS STEEL UNLESS OTHERWISE NOTED.

11.2. DOWELS OR ANCHORS EMBEDDED INTO CONCRETE SHALL BE ANCHORED WITH SIMPSON SET TWO-PART EPOXY OR

ENGINEER APPROVED EQUIVALENT. ANCHOR HOLES SHALL BE DRIVEN TO MINIMUM DEPTH SHOWN ON THE PLANS, AND

SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPOXY.

11.3. ALUMINUM SHALL BE 6061-T6 ALLOY.

12. SUBMITTALS

12.1. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE MADE.

12.2. ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO SUBMITTING TO THE ENGINEER.

12.3. THE FOLLOWING MINIMUM SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER

FOR REVIEW AND APPROVAL PRIOR TO RELATED CONSTRUCTION ACTIVITY:

12.3.1. SCHEDULE FOR COMPLETION OF WORK WITH TASKS AND DURATIONS DEFINED

12.3.2. DEMOLITION METHODS & DISPOSAL PLAN

12.3.3. CONCRETE MIX

12.3.4. REINFORCING STEEL

12.3.5. STRUCTURAL STEEL

12.3.6. FRP SHEET PILE

12.3.7. SHEET PILE DRIVING EQUIPMENT & METHODOLOGY

12.3.8. CONCRETE DEADMAN & HARDWARE

12.3.9. ROCK, GRAVEL

12.3.10. EPOXY

12.3.11. JOINT MATERIALS

12.3.12. LADDERS

12.3.13. GUARDRAIL (SPECIALTY ENGINEERED ITEM)

12.3.14. BACKFLOW PREVENTER VALVES

12.3.15. BACKFILL

12.4. SHOP DRAWINGS FOR SPECIALTY ENGINEERED ITEMS SHALL BE SIGNED/SEALED BY FL P.E.

13. DESIGN CRITERIA

13.1. BULKHEAD UPLAND SURCHARGE = 100 PSF

13.2. BULKHEAD DESIGNED WITH ANCHORING SYSTEM AT ELEVATION +1.5' NAVD. FOR 60% DESIGN, A DEADMAN SYSTEM IS

PROPOSED FOR ANCHORING.

13.3. Vult = 140 MPH; LOA = 45'

13.4. CODES:

13.5. FBC 2023

13.6. ACI 318-19

13.7. AISC STL CONSTRUCTION MANUAL 15th EDITION.

13.8. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, FY 2024-2025.

13.9. UPLAND CONCRETE SIDEWALK AND CIVIL DRAINAGE TO BE DESIGNED BY OTHERS.

14. EARTHWORKS (EXCAVATION AND BACKFILL)

14.1. SHEET PILE BACKFILL SHALL BE CLEAN GRAVEL (#57 STONE)

14.2. BACKFILL SHALL BE CLEAN FILL FREE OF DEBRIS, CONSTRUCTION MATTER, OR OTHER DELETERIOUS MATERIAL

14.3. PLACE SATISFACTORY BACKFILL MATERIAL IN LEVEL COMPACTED LIFTS PER FDOT SPEC SECTION 120.

14.4. COMPACT TO AT LEAST DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T 99 METHOD C.

CM-3.2

SECTION CUT

DETAIL SYMBOL

SYMBOLS LEGEND

SHEET WHERE

SECTION IS SHOWN

SECTION LETTER

DIRECTION OF VIEW FOR SECTION CUT

SHEET WHERE

DETAIL IS SHOWN

DETAIL NUMBER

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BLKHD BULKHEAD

CONT CONTINUOUS

CJ CONSTRUCTION JOINT

CONT'D CONTINUED

EJ EXPANSION JOINT

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

ISO JNT ISOLATION JOINT

KSI KIPS PER SQUARE INCH

LOA LENGTH OF VESSEL OVERALL

MHW MEAN HIGH WATER

MHHW MEAN HIGH HIGH WATER

MIN MINIMUM

MLW MEAN LOW WATER

MLLW MEAN LOW LOW WATER

NAVD NORTH AMERICAN VERTICAL DATUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

PERA PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS

PROP. PROPOSED

PSI POUNDS PER SQUARE INCH

SOG SLAB-ON-GRADE

TYP TYPICAL

USACE UNITED STATES ARMY CORPS OF ENGINEERS

UNK. UNKNOWN

VULT ULTIMATE WIND VELOCITY

W/C WATER/CEMENT RATIO

0.0' NAVD 88

MLW LINE

MHHW LINE

0.15'

-1.1'

VERTICAL DATUM

Station ID 8726083

MHW LINE

0.24'

-0.46'

MLLW LINE

C

CM-1.6

AutoCAD SHX Text

14" SQ. CONCRETE BATTER PILE

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text J:\Projects\126100.1 Sarasota Bayfront Park Seawall\03 - Drawings\Permits\(2024-12-03)P 12600.01 Sarasota_recover.dwg

AutoCAD SHX Text

NTS

39 40

74 73

106107

41B

NOTE:

TOPOGRAPHIC AND BATHYMETRIC SURVEY BY GEORGE F. YOUNG, INC. DATED 02/02/24. UPLAND

ELEVATIONS SHOWN ARE BASED ON NAVD88. ALL OFFSHORE ELEVATIONS ARE REFERENCED TO

MEAN LOW WATER (MLW). WITH THE CONVERSION OF MLW= -1.09' NAVD88.

MARINA JACKS SURVEY OF DOCKS AND MARINA BY TERRAQUATIC, INC DATED AUGUST 9&10, 2022.

EXISTING CONDITIONS

CM-1.3

SCALE: 1" = 50'

50250

S-#

SECTION SYMBOL

BREAKLINE

SECTION TITLE

DETAIL TITLE

DETAIL LABEL

NORTH ARROW

REVISION DELTA

CC STANDARD DIM

CC STANDARDMINOR TEXT

CC STANDARDMAJOR TEXT CC STANDARDMAJOR TEXT

GRAPHIC SCALE

ELEV. +X.X' N-VDELEVATION SYMBOL

WATER LEVEL

TITLE1

S-TITLE2 A

TITLE1TITLE2 #

S-

S- X

0GRAPHIC SCALE(22X34) 1" = X'(11X17) 1" = X'XXX

MG

12600.01

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

1491 SECOND ST. SUITE E,

SARASOTA, FLORIDA 34236

TEL: 941-364-2425 FAX: 305-974-1969

WWW.CUMMINSCEDERBERG.COM

COA # 29062

SARASOTA BAYFRONT PARK

BULKHEAD REPLACEMENT

CITY OF SARASOTA

5 BAYFRONT DR.

SARASOTA, FLORIDA 34236

SV

IS

SU

E D

AT

E

SU

BM

IS

SI

O N

R

EV

IS

IO

N

SHEET TITLE

SCALE

CHECKED

DRAWN

CC PROJECT NO:

SEAL:

ENGINEER:

PROJECT:

CLIENT:

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

COA # 29062

ADDRESS:

ADDRESS:

1761 12th STREET

SARASOTA, FLORIDA 34236

PE

R

M

IT

S

ET

/0

5/

SCALES PERTAIN TO

22"x34" SHEET SIZE

SURVEY LEGEND

DESCRIPTION

BENCH

CABLE TV POLE

SERVICE BOX CABLE TV

CONCRETE LIGHT POLE

POWER POLE - CONCRETE

ELECTRICAL SERVICE BOX

FAUCET OR HOSE BIB

FIRE HYDRANT

FLOOD LIGHT

GUYS DOWN GUY ANCHOR

GUYS, GUY POLE DEAD-MAN

METER ELECTRIC

METER GAS

MANHOLE, CABLE TV

MANHOLE, DRAINAGE

MANHOLE, ELECTRIC

MANHOLE, GAS

MANHOLE, GREASE TRAP

MANHOLE, SANITARY

MANHOLE, TELEPHONE

MANHOLE, MULTI TELECOMMUNICATION

MANHOLE, UNKNOWN

MANHOLE, WATER

LIGHT POLE, METAL

POWER POLE, METAL

METER, REUSE WATER

METER, UNKNOWN

METER, WATER

PILLING, PIER, COLUMN

MISC. POST

SERVICE BOX ELECTRIC

SIGN SINGLE SUPPORT

TELEPHONE POLE

SERVICE BOX TELEPHONE

TELEPHONE PEDESTAL

TRANSFORMER

TRANSFORMER UNKNOWN

TRAVERSE

VALVE BOX GAS

VALVE BOX RECLAIMED WATER

VALVE BOX SANITARY

VALVE BOX UNKNOWN

VALVE BOX WATER

VALVE COVER GAS

VALVE COVER RECLAIMED WATER

VALVE COVER UNKNOWN

VALVE COVER WATER

VALVE GAS

VALVE RECLAIMED WATER

VALVE SANITARY

VALVE UNKNOWN

VALVE WATER

VERIFIED VERTICAL AND HORIZONTAL

LIGHT POLE - WOOD

E

E

G

RCW

UNK

W

TELE

T

T

G

RCW

S

UNK

W

G

RCW

UNK

W

G

RCW

S

UNK

W

TREE LEGEND

DESCRIPTION

TREE TYPE, UNKNOWN SPECIES 38 EA.

TREE OAK, 20 EA.

TREE PALM, 57 EA.

TREE PINE, 1 EA.

EXISTING FLOATING

DOCKS, FINGER

PIERS AND MOORING

PILES, TYP.

EXISTING BULKHEAD

EXISTING PILE SUPPORTED

PRE-FAB FRAMING FINGER

DOCK

Tree List Table

Tree # Species Trunk Size

Tree Well (Y/N)

Excl.

Radius

(3) NEW PALM TREES,

IN THIS AREA, PER

SITE VISIT 11/20/24

WITH CITY ARBORIST

(NOT SURVEYED)

TREES REMOVED PER

SITE VISIT 11/20/24

WITH CITY ARBORIST

(NOT SURVEYED), SEE

TREE LIST TABLE, TYP.

REMOVED

REMOVED

REMOVED

REMOVED

REMOVED

REMOVED

REMOVED

AutoCAD SHX Text

6' CONC. BLOCK WALL

AutoCAD SHX Text

SAFETY SWITCH

AutoCAD SHX Text

SAFETY SWITCH

AutoCAD SHX Text

BREAKER

AutoCAD SHX Text

CONCRETE SEAWALL

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

LIFT STATION PANEL

AutoCAD SHX Text

GRATE INLET RIM ELEV. = 4.47

AutoCAD SHX Text

STATUE

AutoCAD SHX Text

14" SQ. CONCRETE BATTER PILE

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text J:\Projects\126100.1 Sarasota Bayfront Park Seawall\03 - Drawings\Permits\(2024-12-03)P 12600.01 Sarasota_recover.dwg

AutoCAD SHX Text

TV

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text

GT

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text

TC

AutoCAD SHX Text

UK

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 14"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 22"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 20"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 18"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 18"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 32"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 15"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 14"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 15"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 15"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 22"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 22"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 15"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 14"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 20"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 20"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 11"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text 41b

AutoCAD SHX Text palm

AutoCAD SHX Text 3"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 7"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 13"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 11"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 11"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 17"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 7"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 3"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 26"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 30"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text ficus

AutoCAD SHX Text 5"

AutoCAD SHX Text

AutoCAD SHX Text ficus

AutoCAD SHX Text 14"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 14"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 3"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text ficus

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text ficus

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text ficus

AutoCAD SHX Text 7"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 13"

AutoCAD SHX Text

AutoCAD SHX Text pine

AutoCAD SHX Text 22"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 11"

AutoCAD SHX Text

AutoCAD SHX Text oak

AutoCAD SHX Text 20"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 20"

AutoCAD SHX Text

AutoCAD SHX Text roble

AutoCAD SHX Text 5"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text unknown

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text palm

AutoCAD SHX Text 9"

6 7 8 9

14 15 16 17

21 23

66 67

76 77

82 81

10210

B

ST

A

0+

ST

A

1+

ST

A

2+

ST

A

3+

ST

A

4+

ST

A

5+

ST

A

6+

ST

A

7+

STA 8+00 DEMOLITION PLAN

MARINA NORTH SIDE

CM-1.4

S- #

SECTION SYMBOL

BREAKLINE

SECTION TITLE

DETAIL TITLE

DETAIL LABEL

NORTH ARROW

REVISION DELTACC STANDARD DIM

CC STANDARDMINOR TEXT

CC STANDARDMAJOR TEXT CC STANDARDMAJOR TEXT

GRAPHIC SCALE

ELEV. +X.X' N-VDELEVATION SYMBOL

WATER LEVEL

TITLE1

S-TITLE2 A

TITLE1TITLE2 #S-

S-X

0GRAPHIC SCALE(22X34) 1" = X'(11X17) 1" = X'XXX

MG

12600.01

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

1491 SECOND ST. SUITE E,

SARASOTA, FLORIDA 34236

TEL: 941-364-2425 FAX: 305-974-1969

WWW.CUMMINSCEDERBERG.COM

COA # 29062

SARASOTA BAYFRONT PARK

BULKHEAD REPLACEMENT

CITY OF SARASOTA

5 BAYFRONT DR.

SARASOTA, FLORIDA 34236

SV

IS

SU

E D

AT

E

SU

BM

IS

SI

O N

R

EV

IS

IO

N

SHEET TITLE

SCALE

CHECKED

DRAWN

CC PROJECT NO:

SEAL:

ENGINEER:

PROJECT:

CLIENT:

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

COA # 29062

ADDRESS:

ADDRESS:

1761 12th STREET

SARASOTA, FLORIDA 34236

PE

R

M

IT

S

ET

/0

5/

SCALES PERTAIN TO

22"x34" SHEET SIZE

A C

M -1

.6

B C

M -1

.7

NOTE:

TOPOGRAPHIC AND BATHYMETRIC SURVEY BY GEORGE F. YOUNG, INC. DATED 02/02/24. UPLAND

ELEVATIONS SHOWN ARE BASED ON NAVD88. ALL OFFSHORE ELEVATIONS ARE REFERENCED TO

MEAN LOW WATER (MLW). WITH THE CONVERSION OF MLW= -1.09' NAVD88.

MARINA JACKS SURVEY OF DOCKS AND MARINA BY TERRAQUATIC, INC DATED AUGUST 9&10, 2022.

CONVERSION TABLE, MLW

TO NAVD88

MLW, FT NAVD88, FT

-3 -4.09 -4 -5.09 -5 -6.09 -6 -7.09 -7 -8.09 -8 -9.09 -9 -10.09 -10 -11.09

DEMOLITION/REMOVAL QUANTITY TABLE

STRUCTURE QUANTITY UNIT

BULKHEAD REINF. CONC. CAP 1500 LF

UPLAND CONC. PATHWAY 33310 SF

PRE-FAB FINGER PIER FRAMING 2700 SF

BANYAN TREES 5 EA

FENDER PILES (WOOD) 11 EA

BULKHEAD CAP &

PATHWAYS TO BE

DEMOLISHED & REMOVED

DEMO & EXIST. UTILITIES LEGEND

EXIST. BULKHEAD CAP

AND WALKWAY TO BE

DEMO. & REMOVED, TYP.

SAN. FM

ELECTRICAL

STORM DRAIN

WATER

EXISTING UTILITIES

DEMOLITION NOTES:

1. ALL EXISTING BENCHES, DOCK UTILITIES PEDESTALS, BOXES, BOLLARDS, CLEATS

AND OTHER ITEMS/UTILITIES WITHIN THE PROPOSED RENOVATION AREA TO BE

REMOVED AND RESERVED FOR REUSE, UNLESS OTHERWISE NOTE.

2. EXISTING FINGER DOCKS INCLUDING PRE-FABRICATED FRAMING TO BE REMOVED

AND RESERVED FOR REUSE.

EXIST. OUTFALL 2

EXISTING OUTFALLS & CULVERTS DATA

LOCATION SIZE (DIA.)/MATERIAL INV. EL. (FT,

NAVD88)

OUTFALL 1

STA. 0+25.6 19x30" / RCP -0.23

OUTFALL 2

STA. 2+20.4 19x30" / RCP -0.28

OUTFALL 3

STA. 2+94.1 3"/ PVC 0.77

OUTFALL 4

STA. 5+13.9 18" / RCP 0.07

OUTFALL 5

STA. 5+85.9 96"x63"/ RCP -3.56

CULVERT 1

STA. 7+37.5 34"x53" -1.51

EXIST. OUTFALL 3EXIST. OUTFALL 1

EXIST. OUTFALL 4

EXIST. CULVERT 1

EXIST. OUTFALL

PROPOSED TURBIDITY CURTAIN

TO BE INSTALLED PRIOR

TO STARTING CONSTRUCTION

CM-3.0

KEY MAP

NTS

M

AT

C H

LI

N

E A

-A

M

AT

C H

LI

N

E A

-A

MATCHLINE B-B SHEET CM-1.5

SCALE: 1" = 20'

20100

EXISTING FINGER DOCKS PRE-FAB

FRAMING TO BE REMOVED AND

RESERVED FOR REINSTALLATION, TYP.

EXIST. BULKHEAD CAP

AND WALKWAY TO BE

DEMO. & REMOVED, TYP.

(11) EXIST. FENDER

PILES TO BE REMOVED

EXIST. STAIR

TO BE DEMO.

& REMOVED

PARTIAL PLAN 1

PARTIAL PLAN 2

PARTIAL PLAN 1

PARTIAL PLAN 2

AutoCAD SHX Text

6' CONC. BLOCK WALL

AutoCAD SHX Text

LIFT STATION PANEL

AutoCAD SHX Text

LIFT STATION PANEL

AutoCAD SHX Text

GRATE INLET RIM ELEV. = 4.47

AutoCAD SHX Text

STATUE

AutoCAD SHX Text

14" SQ. CONCRETE BATTER PILE

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text J:\Projects\126100.1 Sarasota Bayfront Park Seawall\03 - Drawings\Permits\(2024-12-03)P 12600.01 Sarasota_recover.dwg

STA 11+00

STA 12+00

STA 13+00

ST

A

+0

ST

A

+0

STA 9+00

STA 10+00

STA 11+00

6 7 8 9

14 15 16 17

21 23

66 67

76 77

82 81

4 112

41B

CCM

-1.8

STA. 15+00:

END BULKHEAD CAP DEMO. &

WALKWAY DEMO. & REMOVAL

DEMOLITION PLAN

MARINA SOUTH SIDE

CM-1.5

S- #

SECTION SYMBOL

BREAKLINE

SECTION TITLE

DETAIL TITLE

DETAIL LABEL

NORTH ARROW

REVISION DELTACC STANDARD DIM

CC STANDARDMINOR TEXT

CC STANDARDMAJOR TEXT CC STANDARDMAJOR TEXT

GRAPHIC SCALE

ELEV. +X.X' N-VDELEVATION SYMBOL

WATER LEVEL

TITLE1

S-TITLE2 A

TITLE1TITLE2 #S-

S-X

0GRAPHIC SCALE(22X34) 1" = X'(11X17) 1" = X'XXX

MG

12600.01

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

1491 SECOND ST. SUITE E,

SARASOTA, FLORIDA 34236

TEL: 941-364-2425 FAX: 305-974-1969

WWW.CUMMINSCEDERBERG.COM

COA # 29062

SARASOTA BAYFRONT PARK

BULKHEAD REPLACEMENT

CITY OF SARASOTA

5 BAYFRONT DR.

SARASOTA, FLORIDA 34236

SV

IS

SU

E D

AT

E

SU

BM

IS

SI

O N

R

EV

IS

IO

N

SHEET TITLE

SCALE

CHECKED

DRAWN

CC PROJECT NO:

SEAL:

ENGINEER:

PROJECT:

CLIENT:

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

COA # 29062

ADDRESS:

ADDRESS:

1761 12th STREET

SARASOTA, FLORIDA 34236

PE

R

M

IT

S

ET

/0

5/

SCALES PERTAIN TO

22"x34" SHEET SIZE

BANYAN TREES TO BE

REMOVED AND DISPOSED OF,

FROM STA. 12+25 TO STA. 15+00

SCALE: 1" = 20'

20100

MATCHLINE C-C

MATCHLINE C-C

EXIST. BULKHEAD CAP

AND WALKWAY TO BE

DEMO. & REMOVED, TYP.

PROPOSED TURBIDITY CURTAIN

TO BE INSTALLED PRIOR TO

STARTING CONSTRUCTION

CM-3.0

EXISTING FINGER DOCKS PRE-FAB FRAMING

TO BE REMOVED AND RESERVED FOR

REINSTALLATION, TYP.

EXIST. BULKHEAD CAP

AND WALKWAY TO BE

DEMO. & REMOVED, TYP.

KEY MAP

NTS

PROPOSED TURBIDITY CURTAIN

TO BE INSTALLED PRIOR TO

STARTING CONSTRUCTION

CM-3.0

PARTIAL PLAN 3

PARTIAL PLAN 4

PARTIAL PLAN 3

PARTIAL PLAN 4

MATCHLINE B-B, SHEET CM-1.4

BULKHEAD CAP &

PATHWAYS TO BE

DEMOLISHED & REMOVED

DEMO & EXIST. UTILITIES LEGEND

SAN. FM

ELECTRICAL

STORM DRAIN

WATER

EXISTING UTILITIES

AutoCAD SHX Text

CONCRETE SEAWALL

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

CONC. PAD W/ SWING

AutoCAD SHX Text

6' CONC. BLOCK WALL

AutoCAD SHX Text

SAFETY SWITCH

AutoCAD SHX Text

BREAKER

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

LIFT STATION PANEL

AutoCAD SHX Text

14" SQ. CONCRETE BATTER PILE

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (22X34)

AutoCAD SHX Text

SCALE: (11X17)

AutoCAD SHX Text J:\Projects\126100.1 Sarasota Bayfront Park Seawall\03 - Drawings\Permits\(2024-12-03)P 12600.01 Sarasota_recover.dwg

EXIST. COMPOSITE SHEETS

TO REMAIN IN PLACE

EXIST. MUDLINE

EXIST. TIE ROD LOCATION

UNKNOWN

TO REMAIN IN PLACE

PROP. UPLAND WALKWAY.

6" CONC. SOG

-1

-2

-3

-4

+0.15' NAVD MHW

-1.1' NAVD MLW

T/CAP +4.0' NAVD

2'-41 2"

2' -0

" 8"

8"

EL

EV

AT

IO

N

IN

F

EE

T

- N

AV

D

EXIST. TIP EL. UNKNOWN

PROP. UPLAND

BACKFILL

EXIST. GRADE9"

E

M

BE

D

℄ TIE ROD

EL. +1.5' NAVD

FRP SHEETS

PROP. TIE ROD

PROP. BEARING PLATE

PROP. STEEL

WALER

-1

-2

-3

-4

29.0'

T/ +1.0' NAVD

B/ -3.0' NAVD

℄ TIE ROD

EL. -1.0' NAVD

+4.39' NAVD 2070 INT-HIGH SLR + PRESENT KING TIDE

+3.28' NAVD 2070 INT-LOW SLR + PRESENT KING TIDE

14"8"

+2.71' NAVD 2040 INT-HIGH SLR + PRESENT KING TIDE

+2.59' NAVD 2040 INT-LOW SLR + PRESENT KING TIDE

2"

PROP. REINF.

CONC. CAP.

1'-2"

1'-6"

LIVING SEAWALL MODULES

1' -0

1'

-0

ISO. JNT.

TIP EL. -21.0' NAVD

CM-2.5

PROP. REINF. CONC.

DEADMAN, TYP.

+0.15' NAVD MHW

-1.1' NAVD MLW

X 6 .5 x - 7.

6.

0'

M

LW

-5

0 20 40 60 80 90

-20-35

EXIST. MUDLINE

PROP. CONCRETE WALKWAY

SLOPE TOWARDS BAY FOR DRAINAGE.

SLOPE AT 1% MIN. AND 2% MAX.

EXIST. GRADE

X - 6.

5.

0'

M

LW

PROP. UPLAND

BACKFILL

PROP. FILL TO MAINTAIN POSITIVE

DRAINAGE. TOWARDS THE BAY.

SLOPE AT 1% MIN. AND 2% MAX.

x - 4.5

9'

NAVD

PROP.

GRASS

SEED

T/CAP +4.0' NAVD

FINGER PIER

FRAMING

REINSTALLED

PROP. BULKHEAD 1

CM-2.2

DISTANCE IN FEET

EL

EV

AT

IO

N

IN

F

EE

T

- N

AV

D

PROPOSED

BULKHEAD/WALKWAY

SECTION I

CM-2.2

S- #

SECTION SYMBOL

BREAKLINE

SECTION TITLE

DETAIL TITLE

DETAIL LABEL

NORTH ARROW

REVISION DELTACC STANDARD DIM

CC STANDARDMINOR TEXT

CC STANDARDMAJOR TEXT CC STANDARDMAJOR TEXT

GRAPHIC SCALE

ELEV. +X.X' N-VDELEVATION SYMBOL

WATER LEVEL

TITLE1

S-TITLE2 A

TITLE1TITLE2 #S-

S-X

0GRAPHIC SCALE(22X34) 1" = X'(11X17) 1" = X'XXX

MG

12600.01

CUMMINS CEDERBERG

COASTAL & MARINE ENGINEERING

1491 SECOND ST. SUITE E,

SARASOTA, FLORIDA 34236

TEL: 941-364-2425 FAX: 305-974-1969

WWW.CUMMINSCEDERBERG.COM

COA # 29062

SARASOTA BAYFRONT PARK

BULKHEAD REPLACEMENT

CITY…