BLUE LAKE COMMUNITY DEVELOPMENT
DISTRICT

LEE COUNTY Regular Board Meeting
OCTOBER 14, 2025
3:00 P.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410
www.bluelakecdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

Call to Order

AGENDA BLUE LAKE
COMMUNITY DEVELOPMENT DISTRICT
WildBlue Social Building 18721 WildBlue Boulevard Fort Myers, Florida 33913
REGULAR BOARD MEETING
October 14, 2025
3:00 P.M.
Call- In: (800) 743-4099 Passcode: 7423990 (for residents)

Proof of Publication…	Page 1
Establish Quorum
Additions or Deletions to Agenda
Approval of Minutes
September 9, 2025 Regular Board Meeting…	Page 2
Old Business
Update on Lake Bank Repair Project – 90% Plans…	Page 6
Gantt Chart Update…	Page 15
Consider Approval of Liability Document for Dock Holders…	Page 16
New Business
Discussion Regarding Lake Bank Repair Bid Documents
Discussion Regarding Increasing Bid Interest
Administrative Matters
Engineer’s Report
Update on Map of Maintenance Responsibilities/Ownership…	Page 26
Attorney’s Report
Manager’s Report
Financials…	Page 27
Next Meeting & Shade Session – October 28, 2025 & November 11, 2025
Discussion on Process to Fill Future Vacancy…	Page 30
Comments from the Public for Items Not on the Agenda
Board Member Comments
Adjourn

Publication Date 2025-10-03

Subcategory Miscellaneous Notices

BOARD OF SUPERVISORS MEETING DATES
FOR BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2025/2026
The Board of Supervisors of the Blue Lake Community Development District (District) will hold their regular meetings for Fiscal Year 2025/2026 at the Wild Blue Social Building located at 18721 WildBlue Boulevard, Fort Myers, Florida 33913 at 3:00 p.m. on the following dates while lake bank planning and construction takes place during the fiscal year 2025/2026:
October 14 & 28, 2025
November 11, 2025
December 9, 2025
January 13 & 27, 2026
February 10 & 24, 2026
March 10 & 24, 2026
April 14 & 28, 2026
May 12, 2026
June 9 & 23, 2026
July 14 & 28, 2026
August 11 & 25, 2026
September 8 & 22, 2026
Note that the second meetings of the month will be cancelled, without further notice, if there are no actionable items or significant updates. Meetings may, in the Districts sole discretion, be broadcast through Zoom, or some other communications technology platform, but note participation may be limited to in-person attendance. Additionally, should there be a failure with the internet or other technical difficulties, the District may, in its sole discretion, continue with the in-person meeting. Instructions to participate through Zoom or other methods may be obtained from the District Manager using the below contact information.
A copy of the agenda may be obtained at the offices of the District Manager, c/o Special District Services, 2501A Burns Road, Palm Beach Gardens, Florida 33410, Ph: 561-630-4922 (District Managers Office), during normal business hours, or by visiting the Districts website at www.bluelakecdd.org. The meetings are open to the public and will be conducted in accordance with the provisions of Florida law. The meetings may be continued in progress to a date, time certain, and place to be specified on the record at the meeting. There may be occasions when the Board Supervisors or District Staff may participate by speaker telephone.
Any person requiring special accommodations at meetings because of a disability or physical impairment should contact the District Managers Office at least forty-eight (48) hours prior to the meeting(s). If you are hearing or speech impaired, please contact the Florida Relay Service by dialing 7-1-1, or 1-800-955-8771 (TTY)
/ 1-800-955-8770 (Voice), for aid in contacting the District Managers Office.
Each person who decides to appeal any decision made by the Board with respect to any matter considered at the meeting(s) is advised that person will need a record of proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which such appeal is to be based.
Meetings may be cancelled from time to time without advertised notice. District Manager
BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT
www.bluelakecdd.org No.11699197 Oct. 3, 2025

Page 1

BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
SEPTEMBER 9, 2025

CALL TO ORDER

The September 9 2025, Regular Board Meeting of the Blue Lake Community Development District (the “District”) was called to order at 3:08 p.m. in the WildBlue Social Building located at 18721 WildBlue Boulevard, Fort Myers, Florida 33966.

PROOF OF PUBLICATION

Proof of publication was presented which showed that notice of the Regular Board Meeting had been published in the Naples Daily News on August 29, 2025, as legally required.

ESTABLISH A QUORUM

It was determined that the attendance of the following Board Members constituted a quorum:

Chairman	Chris Hasty	Present	
Vice Chairman	David Bello	Present	
Supervisor	Norbie Larsen	Present via phone	
Supervisor	Mark Rapponotti	Present	
Supervisor	Terry Vette	Present via phone	

Also present were the following Staff Members:

District Manager	Kathleen Meneely	Special District Services, Inc.	
District Counsel	Wes Haber (via phone)	Kutak Rock LLP	
District Engineer	Carl Barraco (via phone)	Barraco and Associates, Inc.	
District Engineer	Frank Savage	Barraco and Associates, Inc.	

Also present were:

District residents: Jim Spalding, Dale Brazdis, Melissa Ksar, Sydell & Marc Nusbaum and Linda Jones (HOA President).
Other residents were present via phone.
ADDITIONS OR DELETIONS TO AGENDA
Mr. Bello requested a Discussion on Board Roles. There was a consensus of the Board to add this item under Board Member Comments.
APPROVAL OF MINUTES
August 12, 2025, Public Hearing & Regular Board Meeting

The minutes of the August 12, 205, Public Hearing & Regular Board Meeting were presented for consideration.

A motion was made by Mr. Rapponotti, seconded by Mr. Bello and passed unanimously approving the minutes of the August 12, 2025, Public Hearing & Regular Board Meeting, as presented.

OLD BUSINESS
Update on Lake Bank Repair Project

Mr. Savage advised that the schedule moved as things are put into motion with several action items having been completed. He continued that permit packages had been submitted to Lee County and to SFWMD. Ms. Meneely reminded the Board that all Board Members were signatories for such documents from the founding documents, noting that the Chair or Vice-Chair would sign the submittals on behalf of the District. There was a consensus of the Board for such signatures. Mr. Savage continued that multiple pieces of the process were running parallel including determining the order of magnitude cost. He explained that the marine mattress costs were coming in higher than previously thought and is estimated to be $12 Million for Phase 1. Discussion ensued regarding the use of the mattress only in certain locations and Mr. Savage stated that options would be provided. There was a consensus of the Board to continue with the value engineering.

Continued Discussion on Residential Dock Alternatives
Mr. Haber advised that he was working on a draft document that should be ready for the next meeting. He noted that the agreement obligates the homeowner to pay for damage if they choose to keep their dock in place. He noted the District would take responsibility for repairs to the bank if the resident moves their dock during construction. It was noted that this was for existing docks only in Phase 1.
NEW BUSINESS
Consider Video Taping Specific Drainage Line

Mr. Barraco advised they were asked to look at the drainage at 14930 Blue Bay Circle. He noted the time it took to drain was an issue for the homeowner at their previous house in the developments and videoing the lines helped discover the issue. He noted the property was designed to hold water but to drain in a few hours. He continued that if the videoing were to be done he would suggest checking as many lines as possible for the cost.

After discussion, a motion was made by Mr. Rapponotti, seconded by Mr. Larsen and passed unanimously for video inspections of the line at 14930 Blue Bay Circle and as many as possible that can be done at a cost not to exceed $2,000.

Ms. Jones asked about street drains. Mr. Barraco stated that he would need to research that information and bring it back to a future meeting.

ADMINISTRATIVE MATTERS
Manager’s Report

Ms. Meneely presented the financials. There were no questions from the Board Members.

Ms. Meneely noted that the next meetings were scheduled for September 23, 2025, and October 14, 2025. Messrs. Bello, Vette and Larsen indicated that they would not be able to attend the September 23rd meeting in person so there was a consensus of the Board to cancel that meeting. Mr. Larsen noted he would not be able to attend the October 14 meeting in person.

Discussion ensued that the 90% plans and bid documents that will be presented at the October meeting should be distributed to the Board Members as soon as they are ready to go.

A motion was made by Mr. Bello, seconded by Mr. Rapponotti and passed unanimously directing the engineer to distribute the documents, in substantial form as soon as they are ready so that comments can get back to the engineer prior to the October meeting.

Engineer’s Report

There was no Engineer’s Report at this time.

Attorney’s Report

Mr. Haber advised that litigation had been filed and now the Board can schedule shade sessions outside of a public meeting. He went over the process and who can attend, noting that he would recommend a shade session be advertised for the October meeting. There was a consensus of the Board to schedule the shade meeting.

Mr. Rapponotti indicated that he had asked the litigation attorney for their budget and he will follow up with them to review their bills.
COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

Mr. Spalding asked about the dry retention areas behind homes. Mr. Bello stated that the developer still owned it but does not maintain it and they gave money to the HOA, not the CDD, for maintenance. Mr. Hasty asked that these areas be included in the exhibit the engineer is working on as to who owns what. Mr. Brazdis asked if any thought had been given to putting a moratorium on any new docks being built. Mr. Rapponotti stated that the docks were an HOA issue and the declarations may state what is and is not allowed. Mr. Bello added that anyone building a dock now would need to remove it before the project begins.

BOARD MEMBER COMMENTS

(ADDED) - Discussion of Board Member Roles – Mr. Bello

Mr. Bello stated that he would officially like to see Gurley Fant invoices reviewed by Mr. Rapponotti since he has a legal background. Ms. Meneely went over the process where Gurley Fant would need to send their bills first to Mr. Rapponotti and then forward to SDS for payment.

A motion was made by Mr. Bello, seconded by Mr. Hasty and passed unanimously implementing the new process of sending Gurley Fant invoices first to Mr. Rapponotti for review and then for them to be forwarded to SDS for payment.

Mr. Bello stated that he had been the point person for the project but believed this should be switched to Mr. Larsen since he has a background in construction and engineering.

A motion was made by Mr. Rapponotti, seconded by Mr. Bello and passed unanimously designating Mr. Larsen as the new Board liaison for lake bank repair project meetings and reviews.

ADJOURNMENT

There being no further business to come before the Board, a motion was made by Mr. Bello, seconded by Mr. Rapponotti and passed unanimously adjourning the Regular Board Meeting at 4:11 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

BLUE LAKE SHORELINE STABILIZATION
18701 / 18731 WILDBLUE BLVD. FORT MYERS, LEE COUNTY FLORIDA 33913

REV. DATE	SHEET INDEX	
	SHEET NUMBER	TITLE	
	CM-1.0	COVER SHEET	
	CM-1.1	GENERAL NOTES	
	CM-1.2	EXISTING CONDITIONS	
	CM-2.0	PROPOSED IMPROVEMENTS STA. 0+00 TO STA. 38+00	
	CM-2.1	CROSS SECTIONS (1 OF 3)	
	CM-2.2	CROSS SECTIONS (2 OF 3)	
	CM-2.3	CROSS SECTIONS (3 OF 3)	
	CM-2.4	ROCK REVETMENT TYPICAL SECTIONS	
	CM-3.0	MARINE MATTRESS DETAILS	

FLORIDA

PROJECT LOCATION

PROJECT

CLIENT:	ENGINEER:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORDON P. CHEIFET
ON THE DATE ADJACENT TO THE SEAL.

NOT FOR CONSTRUCTION

BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT ATTN: MS. KATHLEEN MENEELY
27499 RIVERVIEW CENTER BLVD., #253 BONITA SPRINGS, FLORIDA 334134

CUMMINS | CEDERBERG
Coastal & Marine Engineering
MIAMI │ FORT LAUDERDALE │ JUPITER SARASOTA │ ST. PETERSBURG | TALLAHASSEE TEL: +1 305-741-6155 FAX: 305-974-1969
WWW.CUMMINSCEDERBERG.COM

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PERMIT DRAWINGS FOR CLIENT REVIEW 10/07/2025

R  BEFORE YOU DIG

JORDON P. CHEIFET P.E. LIC. # 72876

GENERAL

THE WORK CONSISTS OF PROVIDING ALL CONSTRUCTION, LABOR, EQUIPMENT, MATERIAL AND OPERATIONS IN CONNECTION WITH THE MARINE WORKS AND RELATED IMPROVEMENTS AS SHOWN ON THESE DRAWINGS.
ANY DISCREPANCIES IN THE PLANS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER OF RECORD HAS ADDRESSED THE DISCREPANCIES.
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 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 FOR CONSTRUCTION. IN THE EVENT INFRASTRUCTURE (SUCH AS WALKWAYS, SIDEWALKS, FENCES, VEGETATION, ETC.) IS TEMPORARILY REMOVED OR RELOCATED OR THERE IS UNAUTHORIZED DAMAGE TO VEGETATION AND/OR FACILITIES BY THE CONTRACTOR, THE CONTRACTOR SHALL RESTORE ALL DAMAGE TO STRUCTURES AND NATURAL FEATURES TO PRE-CONSTRUCTION CONDITIONS OR BETTER.
UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRESENT PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CLEARANCE AND PROTECTION TO ALL OVERHEAD WIRES AND OBSTRUCTIONS.
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.
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.
NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR HAS BEEN ISSUED NOTICE TO PROCEED.
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.
CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS INCLUDING FDEP, USACE, AND LEE COUNTY. CONTRACTOR SHALL ADHERE TO ALL CONDITIONS OF THE PERMITS AND EXEMPTIONS.
CONTRACTOR SHALL DEPLOY A FLOATING TURBIDITY BARRIER, PER PLANS, FOR THE DURATION OF THE WORK. DESIGN CRITERIA
COASTAL LOADS ASSOCIATED WITH A 50 YR. STORM.
50 YR. STORM WAVES: H MAX = 3.7'
STORM SURGE = 21.3' NAVD88 BASED ON ADDITIONAL 1.5' OF INUNDATION OVER CONTROL EL. OF 19.8' NAVD88

SURVEY

SURVEY PERFORMED BY : BARRACO AND ASSOCIATES, DATED 12/12/2024 THRU 12/18/2024.
HORIZONTAL DATUM IS NAD83 FLORIDA STATE PLANE WEST ZONE, US FEET.
VERTICAL DATUM IS NORTH AMERICAN DATUM 1988 (NAVD88) TIDAL DATA
CONTRACTOR MAY NEED TO ADJUST HIS 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.

LAYOUT AND TESTING

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. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SET OF AS-BUILT DRAWINGS IN SUFFICIENT DETAIL TO ILLUSTRATE THE HORIZONTAL AND VERTICAL COMPONENTS OF ABOVE AND BELOW GROUND STRUCTURES AND WALLS RELATIVE TO THE CONSTRUCTION BASELINE. DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED SURVEYOR.

DEMOLITION

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

GEOTEXTILE

GEOTEXTILE SHALL BE U.S. 670 (OR APPROVED EQUAL).
PROVIDE GEOTEXTILE IN ACCORDANCE WITH FDOT SPECIFICATION 514. INSTALL GEOTEXTILE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTION.

SUBMITTALS

ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO SUBMITTING
TO THE ENGINEER OF RECORD.
THE FOLLOWING MINIMUM SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO
THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO RELATED CONSTRUCTION ACTIVITY:
SCHEDULE FOR COMPLETION OF WORK WITH TASKS AND DURATIONS DEFINED
EXCAVATION METHODS AND DISPOSAL PLAN
ROCK WEIGHT TICKETS
GEOTEXTILE FABRIC
INCLEMENT WEATHER PLAN
ROCK MATERIAL TESTING PER SEC. 10.3
SILT FENCE ROCK
PROPOSED ROCK SOURCE(S) MUST BE APPROVED FOR USE BY THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF THE WORK. ONCE THE SOURCE(S) FOR ROCK ARE APPROVED, THE CONTRACTOR SHALL NOT USE MATERIAL FROM ANOTHER SOURCE WITHOUT REPEATING THE ACCEPTANCE AND TEST PROCEDURES TO QUALIFY THE OTHER SOURCE(S).
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUARRY CERTIFICATIONS AND PERFORMING QUALITY TESTS

ROCK USED FOR THE REVETMENT CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SIZE RANGES:

ARMOR STONE	
PERCENT LESS THAN BY WEIGHT	MASS (LB)	NOMINAL SIZE (FT.)	
100	1300	2.1	
50	825	1.8	
0	475	1.5	

BEDDING STONE	
PERCENT LESS THAN BY WEIGHT	MASS (LB)	NOMINAL SIZE (IN.)	
100	20	6.0	
50	5	4.0	
0	1	2.0	

THE LEAST DIMENSION OF ANY ROCK SHALL NOT BE LESS THAN ONE-THIRD (1/3) OF THE GREATEST DIMENSION OF THAT ROCK. SQUARE OR FLAT ROCK SHALL NOT BE ACCEPTED. ROCK SIZE SHALL BE TAKEN AS THE AVERAGE OF THE ROCK'S MAXIMUM GIRTH MEASURED IN EACH OF THREE PERPENDICULAR AXES. THE IN-PLACE ROCK SHALL BE WELL GRADED AND REPRESENT THE RANGE OF SIZE SPECIFIED.
THE TONNAGE OF ARMOR STONE IN THE BID ASSUMES THAT THERE ARE 25% VOIDS. UNLESS CHANGED BY THE ENGINEER OF RECORD, THE BID TONNAGE IS THE MAXIMUM PAY TONNAGE. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE PRIOR TO MAKING HIS BID. THE BID TONNAGE ASSUMES 140 PCF STONE IS USED TO FILL THE TEMPLATE. IF A HIGHER UNIT WEIGHT STONE IS USED, IT IS POSSIBLE THAT THE FINAL CROSS SECTION MAY VARY FROM THAT SHOWN ON THE PLANS. REGARDLESS OF THE STONE DENSITY, THE RIPRAP SHALL BE WITHIN +/- 6 INCHES OF THE CROSS SECTION SHOWN HEREIN. FOR BEDDING STONE, THE MAXIMUM PERMISSIBLE VARIATION SHALL BE 3 INCHES.

MARINE MATTRESS
STRUCTURAL GEOGRID. THE STRUCTURAL GEOGRID SHALL BE TENSAR UXTRITON 100/200 OR EQUIVALENT AND WILL PROVIDE A MATTRESS UNIT THICKNESS OF AT MINIMUM 12 INCHES THICK WHEN THE GEOGRID IS FILLED AND READY FOR PLACEMENT. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS OR DIRECTED BY THE ENGINEER OF RECORD, THE STRUCTURAL GEOGRID TYPE SHALL BE:
UXTRITON 200 FOR THE TOP, BOTTOM, SIDES AND ANY EXTRA LENGTH USED FOR LIFTING OR ANCHORING OF THE UNITS.
UXTRITON 100 FOR INTERNAL DIAPHRAGMS OF THE UNITS. THE STRUCTURAL GEOGRID SHALL BE PRODUCED FROM VIRGIN RESIN AND CLASSIFIED AS HIGH DENSITY POLYETHYLENE (HDPE) AND/OR POLYPROPYLENE (PP) AND SHALL POSSESS COMPLETE CONTINUITY OF ALL PROPERTIES THROUGHOUT ITS STRUCTURE. THE STRUCTURAL GEOGRID SHALL HAVE THE FOLLOWING PROPERTIES:

PROPERTY	UNITS	UXTRITON 100	UXTRITON 200	
TRUE 1% TENSILE MODULUS IN USE (MD)	LB/FT
(kN/m)	51,400 (750)	113,090 (1,650)	
JUNCTION STRENGTH (MD)	LB/FT
(kN/m)	3,330 (48.6)	6,908 (100.8)	
FLEXURAL STIFFNESS	mg-cm	700,00	6,500,000	
RESISTANCE TO LONG TERM DEGRADATION	%	100	100	
ULTRAVIOLET STABILITY (RETAINED STRENGTH @ 500 HOURS)	%	98	100	

THE STRUCTURAL GEOGRID SHALL ACCEPT APPLIED FORCE IN USE BY POSITIVE MECHANICAL INTERLOCKING (I.E. DIRECT MECHANICAL KEYING) WITH CONTIGUOUS SECTIONS OF ITSELF BY RIGID MECHANICAL CONNECTION ELEMENTS SUCH AS BODKINS, PINS OR HOOKS. THERE SHALL BE SUFFICIENT GEOGRID MATERIAL (2 GEOGRID APERTURE MINIMUM) TO FORM LIFTING HOOPS FOR THE UNITS.
MECHANICAL CONNECTION ELEMENTS. THE MECHANICAL CONNECTION ELEMENTS SHALL BE AS SHOWN ON THE CONSTRUCTION PLANS AND SHALL BE COMPOSED OF HIGH DENSITY POLYETHYLENE (HDPE) AND/OR POLYPROPYLENE (PP), UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE MECHANICAL CONNECTION USED SHALL BE A BODKIN, UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD. A ONE FOOT BY ONE FOOT SAMPLE OF THE GEOGRID AND A ONE FOOT LENGTH OF BODKIN SHALL BE PROVIDED TO THE ENGINEER OF RECORD UPON REQUEST.
UV STABILIZED BRAID. THE BRAID USED FOR TYING AND LACING IN THE FABRICATION OF THE UNITS SHALL BE 8-STRAND HOLLOW-CORE BRAID COMPOSED OF HIGH DENSITY POLYETHYLENE (HDPE). EACH STRAND SHALL CONSIST OF A BUNDLE OF MONOFILAMENT HDPE. THE BRAID SHALL HAVE A NOMINAL DIAMETER OF NOT LESS THAN 3/16 INCH AND A BREAKING STRENGTH OF NOT LESS THAN 400 LBS ON A TEST SPECIMEN 36 INCHES IN LENGTH. THE BRAID SHALL BE UV STABILIZED WITH A MINIMUM CARBON BLACK CONTENT OF 2.0% BY WEIGHT. A 3 FOOT LENGTH OF BRAID SHALL BE PROVIDED TO THE ENGINEER OF RECORD UPON REQUEST.
ACCEPTANCE OF MATERIAL. THE CONTRACTOR SHALL INSPECT THE GEOTEXTILE, GEOGRID, BRAID AND MECHANICAL CONNECTION ELEMENTS UPON DELIVERY TO VERIFY THAT THE PROPER MATERIAL HAS BEEN RECEIVED. THESE MATERIALS SHALL BE INSPECTED BY THE CONTRACTOR TO BE FREE OF FLAWS, DEFECTS, RIPS, HOLES, DETERIORATION OR DAMAGE OCCURRING DURING MANUFACTURING, SHIPPING OR HANDLING.
MARINE MATTRESS FOUNDATION STONE DIMENSION AND UNIT WEIGHT. THE MINIMUM DIAMETER OF THE BEDDING STONE USED SHALL BE 2 INCH ACROSS THE SMALLEST DIMENSION OF THE STONE. THE MAXIMUM DIAMETER OF THE BEDDING STONE USED SHALL BE 6 INCHES. THE MINIMUM ACCEPTABLE UNIT WEIGHT OF THE BEDDING STONE IS 140 PCF (SATURATED, SURFACE DRY) (ASTM, C127). THE LOSS WHEN THE STONE IS SUBJECTED TO THE LOS ANGELES ABRASION TEST SHALL NOT EXCEED 40%. UNIT WEIGHT AND ABRASION TESTS WILL BE MADE AT NO COST TO THE OWNER. THE ENGINEER OF RECORD, AT ANY TIME DURING CONSTRUCTION,MAY REQUIRE THE CONTRACTOR TO CONDUCT ADDITIONAL TESTS AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE CERTIFIED RESULTS OF LABORATORY TESTING CONDUCTED BY AN INDEPENDENT LAB TO DETERMINE THE UNIT WEIGHT, SPECIFIC GRAVITY OF THE BEDDING STONE, AND THE RESULTS OF THE LOS ANGELES ABRASION TEST. THE TESTS SHALL BE CONDUCTED ON A MINIMUM OF 10 SAMPLES RANDOMLY SELECTED FROM THE QUARRY PROPOSED FOR USE. FAILURE OF THE TEST ON THE FIRST SET OF 10 SAMPLES AND A FOLLOWING SET OF 10 SAMPLES WILL BE CAUSE FOR REJECTION OF THE QUARRY AND/OR QUARRYING PROCESS. STONES THAT FAIL THE TEST SHALL NOT BE INCORPORATED INTO THE WORK. THE CONTRACTOR MAY NOT USE MORE THAN ONE QUARRY WITHOUT PRIOR APPROVAL OF THE ENGINEER.
NOMINAL WIDTH OF UNITS: 5 FT (FILLED), 4.3 FT (UNFILLED).
ATTACH GEOTEXTILE TO BOTTOM AND SIDES OF FILLED MATTRESS USING POLYMERIC CABLE TIES (HOG RINGS ARE ALSO ACCEPTABLE). GEOTEXTILE SHALL BE LAPPED A MINIMUM OF 2 FEET AT ENDS AND SIDES OF ADJOINING MATTRESSS UNITS

UTILITIES

CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRESENT UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CONTACT THE LOCAL HOA PRIOR TO CONSTRUCTION TO LOCATE AND PROTECT ALL PRIVATE UTILITIES (LANDSCAPING, IRRITATION SYSTEMS, ETC.)
PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR WILL COORDINATE SUCH INTERRUPTION WITH THE UTILITY PROVIDER AND WILL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. THE CONTRACTOR WILL NOTIFY ELECTRIC UTILITIES A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES.

VEGETATION

SYMBOLS LEGEND

DETAIL NUMBER
2
CM-2.0

SHEET WHERE DETAIL IS SHOWN

DIRECTION OF VIEW FOR SECTION CUT

SECTION LETTER
2
CM-2.0

SHEET WHERE SECTION IS SHOWN

DETAIL SYMBOL

SECTION CUT

PROJECT:
BLUE LAKE SHORELINE STABILIZATION

ADDRESS:
18701/18731 WILDBLUE BLVD FORT MYERS, FL, 33913
CLIENT:

ABBREVIATIONS	
ACI	AMERICAN CONCRETE INSTITUTE	
ASTM	AMERICAN SOCIETY FOR TESTING AND MATERIALS	
CONT	CONTINUOUS	
CONT'D	CONTINUED	
FDEP	FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION	
FDOT	FLORIDA DEPARTMENT OF TRANSPORTATION	
KSI	KIPS PER SQUARE INCH	
MHW	MEAN HIGH WATER	
MIN	MINIMUM	
MLW	MEAN LOW WATER	
NAVD	NORTH AMERICAN VERTICAL DATUM	
NGVD	NATIONAL GEODETIC VERTICAL DATUM	
PERA	PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS	
PSI	POUNDS PER SQUARE INCH	
TYP	TYPICAL	
USACE	UNITED STATES ARMY CORPS OF ENGINEERS	
W/C	WATER/CEMENT RATIO	

BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT
ADDRESS:
27499 RIVERVIEW CENTER BLVD., #253
BONITA SPRINGS, FL 34134
ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
201 ALHAMBRA CIRCLE, SUITE 601 CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

SEAL:

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

FROM AN INDEPENDENT LAB ON A MINIMUM OF 5 SAMPLES OF BEDDING STONE AND 5 SAMPLES OF ARMOR STONE. ALL ROCK SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
CLEAN, SOUND, AND DURABLE, AND FREE FROM FRACTURES, INCLUSIONS, VOIDS, OR OTHER DEFECTS. FREE OF EARTH, CLAY, REFUSE, OR ADHERENT COATINGS.
MINIMUM SPECIFIC GRAVITY OF 2.25 (140 PCF).
SOUNDNESS 15% MAX LOSS (ASTM C88)
SUCH CHARACTER THAT IT WILL NOT DISINTEGRATE FROM THE ACTION OF AIR, WATER, OR THE CONDITIONS OF HANDLING AND PLACING. MAXIMUM ABRASION LOSS OF 50% (ASTM C131)

1. ALL SOD UTILIZED WITHIN THE PROJECT AREA SHALL BE A SIMILAR SPECIES TO THE SOD TYPICALLY FOUND IN THE WILDBLUE COMMUNITY

PAYMENT

CC PROJECT NO: DRAWN CHECKED
SCALE SHEET TITLE

126600
GK JPC
REFERS TO 22X34 SHEET

ROUGH ANGULAR QUARRIED MATERIAL WITH A SHAPE THAT ASSURES INTERLOCKING WITH ADJACENT ROCK.
ALL SAMPLES SHALL MEET OR EXCEED THESE MINIMUM STANDARDS. FAILURE WILL BE CAUSE FOR REJECTION OF THE QUARRY AND QUARRYING PROCESS. ANY ADDITIONAL TESTS REQUIRED BECAUSE OF FAILURE WILL BE MADE AT NO COST TO THE OWNER
A DROP TEST WILL BE PERFORMED ON A TEN (10) STONE SAMPLE AT THE ROCK QUARRY.
ALL ROCK WILL BE SUBJECT TO ON-SITE RANDOM SAMPLING AND TESTING (INCLUDING RANDOM DROP TESTS). ROCK THAT DOES NOT CONFORM IN SPECIFIC GRAVITY, STRUCTURE, AND OTHER CHARACTERISTIC REQUIREMENTS WILL BE REJECTED. THE PRESENCE OF UNSATISFACTORY ROCK OR OBJECTIONABLE FOREIGN MATERIAL IN ANY OF CONTRACTOR-PROVIDED ROCK WILL BE DEEMED SUFFICIENT REASON FOR REJECTION OF THE ENTIRE LOAD OF ROCK. ANY SUCH LOAD OF ROCK SHALL BE IMMEDIATELY REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE.

GENERAL NOTES

CM-1.1

PROJECT:
BLUE LAKE SHORELINE STABILIZATION

205

204

203

202

201

38+00

200  199

423

422

421

420

419

418

ADDRESS:
18701/18731 WILDBLUE BLVD FORT MYERS, FL, 33913
CLIENT:
BLUE LAKE COMMUNITY DEVELOPMENT

0	200

400

210

209

208  207

206

196

197

198

255

256

257

417

416

415

DISTRICT

GRAPHIC SCALE IN FT

216
217

215

214

213

212

211

189

188

190

191

192

193

194

195

258

259

260

414

413

412

411

410

ADDRESS:
27499 RIVERVIEW CENTER BLVD., #253

232

231

230

229

228

227

226

225

224

174

223

175

176

222

177

221

178

219
220

180

179

218

181

182

183

184

185

186

187

261

262

263

264

265

266

267

409

408

407

406

405

404

403

402

401

400

BONITA SPRINGS, FL 34134
ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
201 ALHAMBRA CIRCLE, SUITE 601 CORAL GABLES, FL 33134

236

237

235

234

233

169

170

171

172

173

268

269

270

271

399

398

397

396

395

394

TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG

52722+00 393
392

241

238

239

240

168

167

166

273

TRACT "O-2"

391

390

389

388

Coastal & Marine Engineering

245

244

243

242

163

164

165

274

275

276

246	162

247

161

277

108

109

110

111

107

106

105

104

100

101

254

102

253

103

252

153

251

250

154

249

248

155

156

157

158

159

160

APPROX. EXIST, RETAINING WALL

288

278

279

280

281

282

283

284

285

286

287

TRACT "O-1"

387

386

385

112	99

113

114	98

290

289

384

383

115

116

117

118

119

120

97

96

95

94

93

121	92

291

292

293

294

295

382

381

380

122

123

124

125

91
126

127	90

128
89

129

296

297

298

299

300

301

302

303

379

378

377

376

375

374

373

372

371

SEAL:

88

130

87
131

132
86

304

305

306

138

137

136

135

134

133	85

84

83

82

81

316

315

314

313

312

310
311

309

308

365

307

366

367

368

369

370

144

145

146

147

142

143

140

141

139
80

79

78

77

76

75

65  64

317

318

319

320

321

322

323

324

325

361

360

359

358

357

356

355

354

362

363 364

148

149

150

151

152

74	66
63
67
62
68
73	69
61
72	70
71

60

59

58

330

331

326

327

328

329

353

352

334

351

335 336

350 349 348 347

337 338  339

346

345

PERMIT DRAWINGS
SUBMISSION / REVISION

344

57
332

56

55

54

53

52

51
50

333

340

341

342

343

1	10/07/2025
ISSUE  DATE

49

48

42 43
41
40

47
44  45  46

39
38 37 36

34 33
35

30  29
32 31

28  27  26

23
25  24

DEMOLITION QUANTITIES TABLE
ITEM	UNIT	QTY

CC PROJECT NO: DRAWN CHECKED
SCALE SHEET TITLE

126600
GK JPC
REFERS TO 22X34 SHEET

EXISTING RETAINING WALL	LF	000

NOTES:

SURVEY PERFORMED BY : BARRACO AND ASSOCIATES, DATED DECEMBER 17 & 18, 2024.
HORIZONTAL DATUM IS NAD83 FLORIDA STATE PLANE WEST ZONE, US FEET.
VERTICAL DATUM IS NORTH AMERICAN DATUM 1988 (NAVD88)

EXISTING
CONDITIONS

CM-1.2

PROJECT:
BLUE LAKE SHORELINE STABILIZATION

0	75

150

ADDRESS:
18701/18731 WILDBLUE BLVD FORT MYERS, FL, 33913
CLIENT:
BLUE LAKE COMMUNITY DEVELOPMENT

9+46

11+59

GRAPHIC SCALE IN FT

DISTRICT
ADDRESS:
27499 RIVERVIEW CENTER BLVD., #253
BONITA SPRINGS, FL 34134
ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
201 ALHAMBRA CIRCLE, SUITE 601 CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

APPROX. EXIST, RETAINING WALL

SEAL:

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

PROPOSED QUANTITIES TABLE	
ITEM	UNIT	QTY	
ARMOR STONE ABOVE EL. 19.8'	CY / TN	-	
ARMOR STONE BELOW EL. 19.8'	CY / TN	-	
BEDDING STONE IN ROCK APRON	CY / TN	-	
GEOTEXTILE	SF	-	
BACKFILL ABOVE EL. 19.8'	CY	-	
BACKFILL BELOW EL. 19.8'	CY	-	
EXCAVATION ABOVE EL. 19.8'	CY	-	
EXCAVATION BELOW EL. 19.8'	CY	-	
OVERALL COUNT OF 20' MARINE MATTRESSES	EA	-	
OVERALL AREA OF 20' MARINE MATTRESSES	SF	-	
OVERALL COUNT OF 15' MARINE MATTRESS	EA	-	
OVERALL AREA OF 15' MARINE MATTRESSES	SF	-	

CC PROJECT NO: DRAWN CHECKED
SCALE SHEET TITLE

126600
GK JPC
REFERS TO 22X34 SHEET

NOTES:

SURVEY PERFORMED BY : BARRACO AND ASSOCIATES, DATED DECEMBER 17 & 18, 2024.
HORIZONTAL DATUM IS NAD83 FLORIDA STATE PLANE WEST ZONE, US FEET.
VERTICAL DATUM IS NORTH AMERICAN DATUM 1988 (NAVD88)

PROPOSED IMPROVEMENTS

CM-2.0

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

0+00

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

35	35

SHELF LINE

30	30

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

7+92

RNG. 14+00.78

 RNG. 17+21.36

RNG. 22+46.36

RNG. 25+08.86

RNG. 32+82.82

SHELF LINE

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

35	35

30	30

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

15+61

SHELF LINE

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

PROJECT:
BLUE LAKE SHORELINE STABILIZATION
35
ADDRESS:
18701/18731 WILDBLUE BLVD
30	FORT MYERS, FL, 33913
25	CLIENT:

ELEVATION (FEET)

BLUE LAKE COMMUNITY

ELEVATION (FEET)

1.5
1
20

1.0'

EL. +21.8' NAVD88

ELEVATION (FEET)

ELEVATION (FEET)

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

EL. +21.4' NAVD88

ELEVATION (FEET)

ELEVATION (FEET)

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.3' NAVD88
CONTROL EL. +19.3' NAVD88	20

DEVELOPMENT

GEOTEXTILE
15

1.75'

EL. +17.3' NAVD88

15	15

GEOTEXTILE

1.75'

1.0'

EL. +16.9' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +16.8' NAVD88

DISTRICT
15	ADDRESS:

APPROX. LOCATION OF
10	EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION

10	10

EXIST. RETAINING WALL

20' MARINE MATTRESS

10	10

APPROX. LOCATION OF

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION

27499 RIVERVIEW CENTER BLVD.,
10	#253

15' MARINE MATTRESS

5

0

CM-3.0

5	5

0	0

TO BE REMOVED TO FACILITATE INSTALLATION

EXIST. RETAINING WALL

5	5

0	0

15' MARINE MATTRESS

BONITA SPRINGS, FL 34134
5	ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
0	201 ALHAMBRA CIRCLE, SUITE 601

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

1+97

SHELF LINE

35

30

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

9+46

RNG. 13+06.00

RNG. 16+26.58

RNG. 21+51.58

RNG. 24+14.08

RNG. 31+88.04

SHELF LINE

35

30

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

17+68

SHELF LINE

35

30

CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)	25

ELEVATION (FEET)

1.75' DIA. ARMOR STONE

ELEVATION (FEET)

1.5
1
20

1.0'

EL. +21.8' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.3' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.3' NAVD88

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

	EL. +17.3' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +16.8' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +16.8' NAVD88
15

APPROX. LOCATION OF
10	EXIST. RETAINING WALL

5

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

1.0'
20' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

1.0'
20' MARINE MATTRESS
10

5

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

3+69

SHELF LINE

35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

11+59

SHELF LINE

35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

20+00

SHELF LINE

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30

ELEVATION (FEET)

25	SEAL:

ELEVATION (FEET)

1.5
1
20

	EL. +21.8' NAVD88
1.0'

CONTROL EL. +19.3' NAVD88	20	20

1.75' DIA. ARMOR STONE
	EL. +21.1' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.3' NAVD88

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

EL. +17.3' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +16.6' NAVD88

15	15

1.75'
GEOTEXTILE

EL. +16.8' NAVD88
15

APPROX. LOCATION OF
10	EXIST. RETAINING WALL

5

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

1.0'
20' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

1.0'

20' MARINE MATTRESS
10

5

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

6+08

SHELF LINE

35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

13+31

SHELF LINE

35

0
-20

35

-10

0

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

22+39

SHELF LINE

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE
EL. +21.7' NAVD88

30	30

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)

1.75' DIA. ARMOR STONE
EL. +21.3' NAVD88

30	30

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

30
ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)	25

ELEVATION (FEET)

1.75' DIA. ARMOR STONE
EL. +21.3' NAVD88

ELEVATION (FEET)

20
GEOTEXTILE

15

1.75'

1.0'

CONTROL EL. +19.3' NAVD88	20	20

ELEVATION (FEET)

ELEVATION (FEET)

  EL. +17.3' NAVD88
15	15

GEOTEXTILE

1.5
1

1.75'

1.0'

CONTROL EL. +19.3' NAVD88	20	20

ELEVATION (FEET)

ELEVATION (FEET)

EL. +16.8' NAVD88
15	15

GEOTEXTILE

  1.75'

1.0'

CONTROL EL. +19.3' NAVD88	20
EL. +16.8' NAVD88
15

10	EXIST. RETAINING WALL
TO BE REMOVED TO
FACILITATE INSTALLATION

5

0

20' MARINE MATTRESS

10	10

5	5

0	0

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

0	0

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS

10

5	CC PROJECT NO: DRAWN
0	CHECKED

126600
GK JPC

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

SCALE SHEET TITLE

REFERS TO 22X34 SHEET

NOTES:

SURVEY PERFORMED BY : BARRACO AND ASSOCIATES, DATED DECEMBER 17 & 18, 2024.
VERTICAL DATUM IS NORTH AMERICAN DATUM 1988 (NAVD88)

0	5	10

GRAPHIC SCALE IN FT

CROSS SECTION (1 OF 3)

CM-2.1

24+12
35

35	35

32+15

35	35

39+16

PROJECT:
BLUE LAKE SHORELINE STABILIZATION
35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)

ELEVATION (FEET)

25	REFER TO CIVIL DRAWINGS

SHELF LINE

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

SHELF LINE

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

SHELF LINE

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ADDRESS:
30	18701/18731 WILDBLUE BLVD FORT MYERS, FL, 33913

ELEVATION (FEET)

25	CLIENT:

1.5
20	1

	EL. +21.3' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.4' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

	EL. +21.6' NAVD88
CONTROL EL. +19.3' NAVD88	20

BLUE LAKE COMMUNITY

GEOTEXTILE
15

1.75'

1.0'

EL. +16.8' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +16.9' NAVD88

15	15

1.75'
GEOTEXTILE

1.0'

	EL. +17.1' NAVD88

DEVELOPMENT
15	DISTRICT
ADDRESS:

10

EXIST. RETAINING WALL
5	TO BE REMOVED TO
FACILITATE INSTALLATION

0

20' MARINE MATTRESS

10	10

5	5

0	0

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

0	0

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS

27499 RIVERVIEW CENTER BLVD.,
10	#253
BONITA SPRINGS, FL 34134
5	ENGINEER:
CUMMINS CEDERBERG
0	COASTAL & MARINE ENGINEERING

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

26+24

SHELF LINE

35

30

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

33+78

SHELF LINE

35

30

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

42+12

SHELF LINE

35

30

201 ALHAMBRA CIRCLE, SUITE 601 CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

ELEVATION (FEET)

25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)	25

ELEVATION (FEET)

1.75' DIA. ARMOR STONE

1.5
20	1

EL. +21.1' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

EL. +16.6' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +17.1' NAVD88

15	15

GEOTEXTILE

1.75'

1.0'

EL. +17.1' NAVD88
15

10

EXIST. RETAINING WALL
5	TO BE REMOVED TO
FACILITATE INSTALLATION

1.0'

20' MARINE MATTRESS

10	10

5	5

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS
10

5

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

27+71
35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

35+67

SHELF LINE

35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

44+02

SHELF LINE

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30

ELEVATION (FEET)

25	SEAL:

ELEVATION (FEET)

1.5
20	1

EL. +21.3' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.8' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

1.0'

EL. +16.8' NAVD88

15	15

GEOTEXTILE

1.75'

1.0'

EL. +17.3' NAVD88

15	15

GEOTEXTILE

1.75'

  EL. +16.9' NAVD88
15

10	EXIST. RETAINING WALL
TO BE REMOVED TO
FACILITATE INSTALLATION
5

20' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS

10	10

5	5

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS
INSTALLATION	10
15' MARINE MATTRESS
5

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

29+56

SHELF LINE

35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

37+84

SHELF LINE

35

0
-20

35

-10

0

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

45+75

SHELF LINE

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

30
ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)	25

ELEVATION (FEET)

1.75' DIA. ARMOR STONE

ELEVATION (FEET)

1.5
20	1

EL. +21.3' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.8' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

	EL. +16.8' NAVD88

15	15

GEOTEXTILE

1.75'

	EL. +17.3' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +16.9' NAVD88
15

10	EXIST. RETAINING WALL
TO BE REMOVED TO FACILITATE INSTALLATION
5

0

1.0'

20' MARINE MATTRESS

10	10

5	5

0	0

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

0	0

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10

5	CC PROJECT NO: DRAWN
0	CHECKED

126600
GK JPC

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

SCALE SHEET TITLE

REFERS TO 22X34 SHEET

CROSS SECTION (2 OF 3)

NOTES:

SURVEY PERFORMED BY : BARRACO AND ASSOCIATES, DATED DECEMBER 17 & 18, 2024.
VERTICAL DATUM IS NORTH AMERICAN DATUM 1988 (NAVD88)

0	5	10

GRAPHIC SCALE IN FT

CM-2.2

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

47+48

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

35	35

SHELF LINE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

55+86

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

35	35

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

64+68

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

PROJECT:
BLUE LAKE SHORELINE STABILIZATION

SHELF LINE

35
ADDRESS:
18701/18731 WILDBLUE BLVD
30	FORT MYERS, FL, 33913
25	CLIENT:

ELEVATION (FEET)

BLUE LAKE COMMUNITY

ELEVATION (FEET)

1.5
1
20

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

1.0'

EL. +21.8' NAVD88

CONTROL EL. +19.3' NAVD88	20

DEVELOPMENT

1.75'
GEOTEXTILE

15

1.0'

EL. +16.9' NAVD88

15	15

1.75'
GEOTEXTILE

1.0'

EL. +16.9' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +17.3' NAVD88

DISTRICT
15	ADDRESS:

10
EXIST. RETAINING WALL TO BE REMOVED TO
FACILITATE INSTALLATION
5

0

20' MARINE MATTRESS

10	10

5	5

0	0

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS

10	10

5	5

0	0

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

27499 RIVERVIEW CENTER BLVD.,
10	#253
BONITA SPRINGS, FL 34134
5	ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
0	201 ALHAMBRA CIRCLE, SUITE 601

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

49+79

SHELF LINE

35

30

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

57+72
35

30

-20

35

30

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

65+58

SHELF LINE

35

30

CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
25

ELEVATION (FEET)

1.75' DIA. ARMOR STONE

ELEVATION (FEET)

1.5
1
20

1.0'

EL. +21.8' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

EL. +21.8' NAVD88

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

EL. +17.1' NAVD88

15	15

GEOTEXTILE

1.75'

1.0'

EL. +16.9' NAVD88

15	15

GEOTEXTILE

1.75'

1.0'

EL. +17.3' NAVD88
15

APPROX. LOCATION OF
10	EXIST. RETAINING WALL

5

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS

10	10

5	5

EXIST. RETAINING WALL TO BE REMOVED TO FACILITATE INSTALLATION

20' MARINE MATTRESS
10

5

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

52+02

SHELF LINE

35

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

59+58

SHELF LINE

35

0
-20

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

30

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE	25

SEAL:

ELEVATION (FEET)

20
GEOTEXTILE

1.75'

EL. +21.6' NAVD88

CONTROL EL. +19.3' NAVD88	20	20

GEOTEXTILE

1.5
1

1.0'

EL. +21.8' NAVD88

ELEVATION (FEET)

CONTROL EL. +19.3' NAVD88	20
	EL. +17.1' NAVD88

15	1.0'

EL. +16.9' NAVD88

15	15

1.75'	15
EXCAVATE AND RESTORE TO

10	EXIST. RETAINING WALL
TO BE REMOVED TO
FACILITATE INSTALLATION

5

20' MARINE MATTRESS

10	10

5	5

APPROX. LOCATION OF EXIST. RETAINING WALL

FACILITATE MARINE MATTRESS
INSTALLATION	10
15' MARINE MATTRESS
5

0
-20

35

-10

0
0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

54+01

SHELF LINE

35

0
-20

35

-10

0

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

61+35

SHELF LINE

35

30
EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V)
25	REFER TO CIVIL DRAWINGS

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)
1.75' DIA. ARMOR STONE

30	30

ELEVATION (FEET)

ELEVATION (FEET)

25	25

EXCAVATE / BACKFILL TO MEET EXIST. GRADE (MAX 6H:1V) REFER TO CIVIL DRAWINGS

30

ROCK APRON (4" DIA. BEDDING STONE)(MAX 6H:1V)

ELEVATION (FEET)

1.75' DIA. ARMOR STONE	25

ELEVATION (FEET)

1.5
1
20

EL. +21.6' NAVD88
1.0'

CONTROL EL. +19.3' NAVD88	20	20

1.5
1

EL. +21.8' NAVD88
1.0'

CONTROL EL. +19.3' NAVD88	20

GEOTEXTILE
15

1.75'

EL. +16.9' NAVD88

15	15

GEOTEXTILE

1.75'

EL. +17.1' NAVD88
15

APPROX. LOCATION OF
10	EXIST. RETAINING WALL

5

0

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS INSTALLATION
15' MARINE MATTRESS

10	10

5	5

0	0

APPROX. LOCATION OF EXIST. RETAINING WALL

EXCAVATE AND RESTORE TO FACILITATE MARINE MATTRESS
INSTALLATION	10
15' MARINE MATTRESS

5

0

CC PROJECT NO: DRAWN CHECKED

126600
GK JPC

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

-20

-10

0	10	20	30	40	50	60
DISTANCE ALONG SECTION LINE (FEET)

SCALE SHEET TITLE

REFERS TO 22X34 SHEET

CROSS SECTION (3 OF 3)

SHELF LINE

NOTES:

SURVEY PERFORMED BY : BARRACO AND ASSOCIATES, DATED

DECEMBER 17 & 18, 2024.
2. VERTICAL DATUM IS NORTH AMERICAN DATUM 1988 (NAVD88)

0	5	10

GRAPHIC SCALE IN FT

CM-2.3

PROJECT:
BLUE LAKE SHORELINE STABILIZATION

EXCAVATE/BACKFILL TO MEET EXIST. GRADE (MAX. 6H:1V)

EXIST. GRADE

8"

GEOTEXTILE

ROCK APRON
(2 LAYERS OF 4" DIA. BEDDING STONE)

0.5'

0.5'

1.5

TOLERANCE

1.75' DIA. ARMOR STONE

1

CONTROL EL. +19.8' NAVD88

ADDRESS:
18701/18731 WILDBLUE BLVD FORT MYERS, FL, 33913
CLIENT:
BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT
ADDRESS:
27499 RIVERVIEW CENTER BLVD., #253
BONITA SPRINGS, FL 34134
ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
201 ALHAMBRA CIRCLE, SUITE 601 CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

1.0'

EXIST. RETAINING WALL CAP TO BE REMOVED TO FACILITATE INSTALLATION

7.0'

0.875'

0.875'

15' MARINE MATTRESS

SEAL:

EXCAVATE/BACKFILL TO MEET EXIST. GRADE (MAX. 6H:1V)
8"

ROCK APRON
(2 LAYERS OF 4" DIA. BEDDING STONE)

1.75'	3.5'

TOLERANCE

EXIST. GRADE

GEOTEXTILE

0.5'

0.5'

1.5
1

1.75' DIA. ARMOR STONE

1.0'

0.875'

5.6'

EXIST. RETAINING WALL CAP TO BE REMOVED TO FACILITATE INSTALLATION

0.875'

1.5
1

3.5'

0.875'

0.875'

1.75'

3.5'

CONTROL EL. +19.8' NAVD88

20' MARINE MATTRESS

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

CC PROJECT NO: DRAWN CHECKED
SCALE SHEET TITLE

126600
GK JPC
REFERS TO 22X34 SHEET

ROCK REVETMENT TYPICAL SECTIONS

0	5	10

GRAPHIC SCALE IN FT

CM-2.4

PROJECT:
BLUE LAKE SHORELINE STABILIZATION

NOTES:
ALL CUT ENDS OF BRAID MATERIAL SHALL BE KNOTTED WITHIN 1/2" TO 2" OF THE END TO PREVENT RAVELING OF BRAID. AT ALL ENDS OF ALL BRAIDED SEAMS THE BRAID SHALL BE SECURELY KNOTTED TO THE GEOGRID.
AT ALL ENDS OF ALL PIECES OF BRAID MATERIAL USED, THE BRAID SHALL BE KNOTTED TO SPLICE IT TO THE NEXT PIECE OF BRAID, OR TO SECURE IT TO THE GEOGRID. EACH BRAIDED SEAM SHALL BE CONTINUOUS, WITH SECURELY KNOTTED SPLICES ALLOWED. THE BRAID SHALL BE SECURELY KNOTTED TO THE GEOGRID AT A SPACING NOT TO EXCEED 6 FT ALONG ANY SEAM.
THE BRAID SHALL BE STITCHED THROUGH EACH PAIR OF APERTURES ALONG THE SEAM AT LEAST ONCE, AND THE MINIMUM NUMBER OF STITCHES PER FOOT ALONG THE SEAM SHALL BE SIX (6). THE SPACING OF STITCHES ALONG EACH SEAM SHALL BE REASONABLY UNIFORM.
ALL KNOTS SHALL BE TIED IN A MANNER TO PREVENT SLIPPING AND CINCHING.
THE WRAPS ALONG THE SEAM SHALL BE SUFFICIENTLY TIGHT TO CLOSE THE GAP BETWEEN THE ADJACENT PIECES OF GEOGRID, BUT SHALL NOT BE OVER-TIGHTENED SUCH THAT THE GEOGRID BINDS ALONG THE SEAM.

NOTE:

TYPICAL SPACING OF DIAPHRAGMS IS EVERY THREE APERTURE LENGTHS. A SHORTER SPACING MAY BE USED IN ORDER TO MATCH THE REQUIRED MATTRESS LENGTH. LENGTH OF END PIECES AND INTERNAL DIAPHRAGMS PIECES SHALL BE: FOR 12" (FILLED) MATTRESS THICKNESS: 2 GRID APERTURES LONG

EXPANDED SECTION AT DIAPHRAGM
TOP GRID

END OF DIAPHRAGM GRID

SEE TYPICAL CONFIGURATION OF FILLED MATTRESS FOR ADDITIONAL DIMENSIONS AND MATERIAL TYPES.
ALL 3/8" DIA BODKINS RODS INSTALLED (TOP AND BOTTOM OF MATTRESS) AND SECURED IN POSITION

GEOGRID TABS BEYOND EACH END OF MATTRESS FOR TENSIONING AND LIFTING. ADD TO EACH END OF TOP AND BOTTOM: 2 FULL APERTURES FOR 12" THICKNESS

ADDRESS:
18701/18731 WILDBLUE BLVD FORT MYERS, FL, 33913
CLIENT:
BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT
ADDRESS:
27499 RIVERVIEW CENTER BLVD., #253
BONITA SPRINGS, FL 34134
ENGINEER:
CUMMINS CEDERBERG
COASTAL & MARINE ENGINEERING
201 ALHAMBRA CIRCLE, SUITE 601 CORAL GABLES, FL 33134
TEL: +1 305 741-6155 FAX: +1 305-974-1969 WWW.CUMMINSCEDERBERG.COM
COA # 29062
CUMMINS | CEDERBERG
Coastal & Marine Engineering

TYPICAL STITCHED SEAM DETAILS

3/8" BODKIN ROD

BOTTOM GRID

ONE EDGE OF EACH SIDE PIECE BRAIDED TO UNIT

LIFTING TAB (TYP.)

GEOGRID LIFTING TABS ON EACH END BEYOND FILLED PORTION OF MATTRESS 20' TO 30' TYP. (FILLED PORTION) WITH 12" MATTRESS THICKNESS

MACHINE / ROLL DIRECTION OF UX GRID FOR TOP, BOTTOM, AND SIDES.

SEAL:

TOP

A		A	A		A		A	 A		A A	A	A	A	A	A
B B

A
A
STONE FILL

END

WIDTH OF GRID PIECE USED TO FORM EACH SIDE SHALL BE EQUAL TO FILLED THICKNESS OF MATTRESS

MACHINE / ROLL DIRECTION OF UX GRID FOR ENDS AND DIAPHRAGMS.

BOTTOM

SIDE

DIAPHRAGM

VERTICAL SEAM, TYPICAL AT THE 4 CORNERS

INDICATES BODKIN CONNECTION USING 3/8" DIAMETER HDPE BODKIN ROD

INDICATES BRAIDED SEAM USING 3/16" DIAMETER HIGH UV HDPE BRAID

NOTES:
ENDS, TOP, BOTTOM, SIDES AND ANY EXTRA LENGTH USED FOR LIFTING OR ANCHORING PURPOSES SHALL BE COMPOSED OF TENSAR UXTRITON 200 GEOGRID.
INTERNAL DIAPHRAGMS SHALL BE COMPOSED OF TENSAR UXTRITON 100 GEOGRID. NOMINAL WIDTH OF UNITS: 5FT (FILLED), 4.3 FT (UNFILLED).
TYPICAL THICKNESS (FILLED): 12 INCHES
PLASTIC CABLES TIES MAY BE USED TO SECURE BODKIN CONNECTORS IN POSITION PRIOR TO TENSIONING OR FILLING OF MATTRESS UNITS.

TYPICAL CONFIGURATION OF FILLED MATTRESS UNITS

											PERMIT DRAWINGS	SUBMISSION / REVISION	
											10/07/2025	DATE	
											1	ISSUE	

CC PROJECT NO: DRAWN CHECKED
SCALE SHEET TITLE

126600
GK JPC
REFERS TO 22X34 SHEET

MARINE MATTRESS DETAILS

THIS DRAWING IS BASED UPON SPECIFIC PROPERTIES OF TENSAR PRODUCTS (GEOGRIDS, DRAINAGE COMPOSITES AND EROSION MEDIA), WHICH ARE PROPRIETARY TO TENSAR CORPORATION 1210 CITIZENS PARKWAY, MORROW, GA, 30260 AND ARE PROTECTED BY US AND INTERNATIONAL PATENTS, AND LICENSING AGREEMENTS. YOUR USE OF THE INFORMATION CONSTITUTES YOUR ACKNOWLEDGMENT OF THE PROPRIETARY NATURE OF THESE DRAWINGS AND THE TECHNOLOGY.

CM-3.0

Blue Lake CDD
Phase 1 Rec Lake Restoration Schedule

ID Task Name

/ Complete

Duration

Start

)inish

Ma\

-une

-ul\

$ugust  eptemEe 2ctoEer NovemEeDecemEer -anuar\ )eEruar\ March

$pril

Ma\

1  Phase 1 Restoration Timeline
2	Phase 1 Restoration Design
3	60 Construction Set Design
4	Prepare 60% Construction Plans for Review (Cummins Cederberg)
5	90 Construction Set Design
6	Prepare 90% Construction Plans for Review (Cummins Cederberg)
7	Phase 1 Permitting
8	Lee County Administrative Amendment (ADD2025-00173)
Pre-submission meeting with Lee County staff
Initial AA Submission (BAI)
Lee County AA Initial Review
Review Lee County AA RAI and First Resubmission (BAI)
Lee County AA Review and Approval
Permit Issued
15	Lee County Limited Review Devlopment Order (LDO2025-00593)
Pre-submission meeting with Lee County staff
Initial LDO Submission (BAI)

Page 15

Lee County LDO Initial Review
Review Lee County LDO RAI and First Resubmission (BAI)
Lee County LDO 2nd Review
Paperwork Resubmission (BAI) and LDO Approval
Permit Issued
23	SFWMD ERP Minor Modification (App No. 250911-56907)
Pre-submission meeting with SFWMD staff
Initial ERP Minor Mod Submission (BAI)
SFWMD Initial Review
Review SFWMD RAI and First Resubmission (BAI)
SFWMD Resubmission Review and Approval
Permit Issued
30	Phase 1 Construction Services
Phase 1 Technical Specifications (Cummins Cederberg - concurrent to construction plan design)
Optional - Obtain updated Order of Magnitude pricing (based on 60% design)
Prepare Project Manual and Bid Documents (Cummins Cederberg - based on 90% design)
Review and Finalize Bid Documents (concurrent to construction plans)
Send Request for Proposals (RFP) Phase 1
Phase 1 Bidding Coordination (Pre-bid, review and respond to questions, etc.)
Phase 1 Bid Reviews and Recommendations
Phase 1 Contract Award and Construction Commencement
Phase 1 Construction Duration
40	Phase 1 Financing
Obtain Initial Financing (Interest Only)
Prepare Supplemental Engineer Report
Prepare Supplemental Methodology Report
Obtain Bond Financing (Long Term)

48%

98%
100%
100/
95%
95/
 0%
70%
100/
100/
100/
50/
0/
0/
52%
100/
100/
90/
0/
0/
0/
0/
58%
100/
100/
90/
0/
0/
0/
29%
95/
95/
75/
50/
0/
0/
0/
0/
0/
14%
100/
100/
0/
0/

412 d

129 d
 6 d
86 d
63 d
63 d
190 d
156 d
11 d
49 d
32 d
25 d
d
2 d
190 d
11 d
37 d
d
17 d
31 d
14 d
4 d
176 d
11 d
37 d
31 d
17 d
31 d
4 d
412 d
82 d
14 d
7 d
14 d
1 d
48 d
14 d
4 d
175 d
205 d
2 d
22 d
21 d
121 d

Mon 5/12/25
Mon 5/12/25 Mon 5/12/25
Mon 5/12/25 Wed /6/25 Wed 8/6/25 Mon 6/9/25
Mon 6/9/25 Mon 6/9/25 Fri 6/27/25 Fri 8/15/25 Tue 9/16/25 Sat 10/11/25 Mon 11/10/25 Mon 6/9/25 Mon 6/9/25 Wed 8/6/25 Wed 9/10/25 Sat 10/11/25 Tue 10/28/25 Fri 11/28/25 Fri 12/12/25 Mon 6/9/25 Mon 6/9/25 Wed 8/6/25 Wed 9/10/25 Sat 10/11/25 Tue 10/28/25 Fri 11/28/25 Mon 5/12/25
Mon 5/12/25 Wed 8/6/25 Wed 10/8/25 Tue 10/14/25 Wed 10/29/25 Thu 10/30/25 Wed 12/17/25 Wed 12/31/25 Sun 1/4/26 Mon 5/12/25
Mon 5/12/25 Fri 9/12/25 Sat 10/4/25 Mon 8/4/25

Sat 6/27/26
Wed 9/17/25 Tue /5/25
Tue 8/5/25 Tue 10/7/25 Tue 10/7/25 Mon 12/15/25
Tue 11/11/25 Thu 6/19/25 Thu 8/14/25 Mon 9/15/25 Fri 10/10/25 Sun 11/9/25 Tue 11/11/25 Mon 12/15/25 Thu 6/19/25 Thu 9/11/25
Fri 10/10/25 Mon 10/27/25 Thu 11/27/25 Thu 12/11/25 Mon 12/15/25 Mon 12/1/25 Thu 6/19/25 Thu 9/11/25 Fri 10/10/25 Mon 10/27/25 Thu 11/27/25 Mon 12/1/25 Sat 6/27/26
Fri 8/1/25 Tue 8/19/25 Tue 10/14/25 Mon 10/27/25 Wed 10/29/25 Tue 12/16/25 Tue 12/30/25 Sat 1/3/26
Sat 6/27/26
Tue 12/2/25
Tue 5/13/25 Fri 10/3/25 Fri 10/24/25 Tue 12/2/25

B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B M E B

 0% Construction Set DesiJn
PreSare 0% Construction Plans Ior ReYieZ CuPPins CederEerJ 90% Construction Set DesiJn
PreSare 90% Construction Plans Ior ReYieZ CuPPins CederEerJ 
Phase 1 PerPittinJ
Lee Count\ $dPinistratiYe $PendPent $DD2025 0017 Pre suEPission PeetinJ Zith Lee Count\ staII
,nitial $$ SuEPission B$, 
Lee Count\ $$ ,nitial ReYieZ
ReYieZ Lee Count\ $$ R$, and )irst ResuEPission B$, Lee Count\ $$ ReYieZ and $SSroYal
PerPit ,ssued
Lee Count\ LiPited ReYieZ DeYloSPent 2rder 
Pre suEPission PeetinJ Zith Lee Count\ staII
,nitial LD2 SuEPission B$, 
Lee Count\ LD2 ,nitial ReYieZ
ReYieZ Lee Count\ LD2 R$, and )irst ResuEPission B$, Lee Count\ LD2 2nd ReYieZ
PaSerZork ResuEPission B$, and LD2 $SSroYal PerPit ,ssued
S):0D (RP 0inor 0odiIication $SS 1o 250911 5 
Pre suEPission PeetinJ Zith S):0D staII
,nitial (RP 0 nor 0od SuEPission B$, S):0D ,nitial ReYieZ
ReYieZ S):0D R$, and )irst ResuEPission B$, 
S):0D ResuEPission ReYieZ and $SSroYal  PerPit ,ssued

Phase 1 7echnical SSeciIications CuPPins CederEerJ concurrent to construction Slan 2Stional 2Etain uSdated 2rder oI 0aJnitude SricinJ Eased on 0% desiJn 
PreSare ProMect 0anual and Bid DocuPents CuPPins CederEerJ ReYieZ and )inali]e Bid DocuPents concurrent to constructio Send ReTuest Ior ProSosals R)P Phase 1
Phase 1 BiddinJ Coordination Pre Eid reYieZ a Phase 1 Bid ReYieZs and RecoPPendations
Phase 1 Contract $Zard and Construction

Phase 1 )inancinJ
2Etain ,nitial )inancinJ ,nterest 2nl\ 
PreSare SuSSlePental (nJineer ReSort
PreSare SuSSlePental 0ethodoloJ\ ReSort 2Etain Bond )inancinJ LonJ 7erP 

(Revised 10-7-2025) Blue Lake CDD Phase 1 recreational lake restoration schedule	Page 1

Prepared by:

Wesley S. Haber, Esq. Kutak Rock LLP
107 W. College Ave. Tallahassee, Florida 32301
RELEASE AND WAIVER OF LIABILITY AND ASSUMPTION OF OBLIGATION TO REPAIR RETAINING WALL
THIS	RELEASE	AND	WAIVER	OF	LIABILITY	AND	ASSUMPTION	OF
OBLIGATION TO REPAIR RETAINING WALL (this “Agreement”) is effective as of

(include both names if husband and wife

		,	2025	(the	“Effective	Date”),	by			and
		), whose mailing address is
	 (“Homeowners”), together with their successors and assigns, and Blue Lake Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Lee County, Florida, and whose mailing address is 2501A Burns Road, Palm Beach Gardens, Florida 33410 (“District”).
RECITALS
WHEREAS, Homeowners own the real property more particularly described on Exhibit A
and incorporated herein by reference (the “Property”), which is located within the District;
WHEREAS, the District is undertaking a construction project to repair the retaining wall located around the lake located on the property identiﬁed as “Tract L of VistaBlue Phase 3, a subdivision according to the plat thereof as recorded in Oﬃcial Records Instrument Number 2020000261359, public records of Lee County, Florida” (the “Project”); and
WHEREAS, a portion of the retaining wall subject to the Project is located directly behind the Property, as depicted on Exhibit B attached hereto (the “Wall Section”); and
WHEREAS, Homeowners own a dock that extends into the lake and over the Wall Section (the “Dock”); and
WHEREAS, the plans and speciﬁcations (the “Plans”) for the Project contemplate that the Wall Section will be strengthened and fortiﬁed to protect against damage that may be caused by the recreational use of the lake, weather events, or other events outside the District’s control; and

WHEREAS, the District is unable to execute the Project on the Wall Section in accordance with the Plans if the Homeowners do not, at their sole cost and expense, remove the Dock for the duration of the Project; and
WHEREAS, Homeowners were given the option to either: 1) remove the Dock; or 2) forego the District executing the Project on the Wall Section in accordance with the Plans and instead have the District perform a repair to the Wall Section described in alternative plans and speciﬁcations, which alternative is not as strong as the repair described in the Plans (the “Alternative Plans”); and
WHEREAS, Homeowners were given the opportunity to review the Plans and the Alternative Plans; and
WHEREAS, Homeowners have opted to not remove the Dock and have the District perform the repairs to the Wall Section described in the Alternative Plans (“Homeowners’ Decision”); and
WHEREAS, as a condition to the District agreeing to the Homeowners’ Decision, the District requires that the Homeowners enter into this Agreement.
AGREEMENT
NOW THEREFORE, in exchange for the District agreeing to the Homeowners Decision, and for other good and valuable consideration, the receipt and suﬃciency of which are hereby acknowledged, the parties hereby agree as follows:
Section 1.	The recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Agreement.
SECTION 2. HOMEOWNERS ACKNOWLEDGE AND AGREE THAT WE ARE AWARE AND UNDERSTAND THAT HAVING THE WALL SECTION REPAIRED IN ACCORDANCE WITH THE ALTERNATIVE PLANS MAY RESULT IN THE WALL SECTION AND THE PROPERTY BEING AT A HIGHER RISK OF DAMAGE CAUSED BY RECREATIONAL USE OF THE LAKE, WEATHER EVENTS, OR OTHER EVENTS OUTSIDE THE DISTRICT’S CONTROL. WE ACKNOWLEDGE THAT WE HAD THE OPPORTUNITY TO REVIEW BOTH THE PLANS AND THE ALTERNTAIVE PLANS AND ARE VOLUNTARILY CHOOSING TO HAVE THE DISTRICT PERFORM THE REPAIRS TO THE WALL SECTION DESCRIBED IN THE ALTERNATIVE PLANS AND HEREBY AGREE TO ACCEPT AND ASSUME ANY AND ALL RISKS OF INJURY, DISABILITY, DEATH, AND/OR PROPERTY DAMAGE ARISING FROM SUCH DECISION.

SECTION 3.	Homeowners hereby agree that, should the Wall Section, or portions of the wall immediately adjacent to the Wall Section and extending for 	feet (the “Adjoining Sections”), be damaged for any reason outside the District’s control including, but not limited to, wave action caused by the recreational use of the lake or weather events, we shall repair the Wall Section and the Adjoining Sections (“Wall Section Repair”). The obligation of the Homeowners or their successors and assigns to make any Wall Section Repair shall remain throughout the term of this Agreement, at any point a Wall Section Repair is needed. For purposes of this Agreement, the Wall Section shall be considered damaged if the District’s Engineer determines, in his or her reasonable professional opinion, that the Wall Section is in such condition that it will not function for its intended purpose, or that such condition results in the District being non-compliant with any applicable permit, law, or regulation governing the Wall Section, without being repaired. Homeowners shall be obligated to obtain the District’s written consent, which consent shall not be unreasonable withheld, prior to performing the Wall Section Repair and the Wall Section Repair shall be performed by Homeowner within 	 days of Homeowners’ receipt of the District’s consent. Should Homeowners fail to perform the Wall Section Repair within the timeframe set forth herein, or in a manner that is reasonably acceptable to the District, the District shall have the right, but not the obligation, to perform the Wall Section Repair and Homeowners shall be obligated to fully reimburse the District for the cost of the Wall Section Repair undertaken by the District.
SECTION 4. Homeowners expressly waive and release any and all claims, now or hereafter known, against the District, and its Supervisors, agents, affiliates, successors, and assigns (collectively, “Releasees”), arising out of or attributable to Homeowners’ Decision. Homeowners covenant not to make or bring any such claim against the District or any other Releasee, and forever release and discharge the District and all other Releasees from liability under such claims.
SECTION 5.  Homeowners shall defend, indemnify, and hold harmless the District and all other Releasees against any and all losses, damages, liabilities, deficiencies, claims, actions, judgments, settlements, interest, awards, penalties, fines, costs, or expenses of whatever kind, including attorney fees, the costs of enforcing any right to indemnification under this Release, and the cost of pursuing any insurance providers, incurred by or awarded against the District or any other Releasees in a final non-appealable judgment arising out of or resulting from any claim of a third party related to the Homeowners’ Decision.
Section 6.	Nothing in this Agreement shall be deemed as a waiver of the District’s sovereign immunity or the District’s limits of liability as set forth in section 768.28, Florida Statutes, or other statute, and nothing in this Agreement shall inure to the beneﬁt of any third party for the purpose of allowing any claim which would otherwise be barred under such limitations of liability or by operation of law.

Section 7.	The District agrees to perform the repairs described in the Alternative Plans to the Wall Section.
Section 8.	The obligations and liabilities of the Homeowners hereunder shall be joint and several.
Section 9.	Homeowners acknowledge that the District is relying on this Agreement and that the District would not have agreed to Homeowners’ Decision and chosen to perform the repairs described in the Alternative Plans without it.
Section 10.	This Agreement shall be governed by the laws of the State of Florida, without regard to conﬂicts of laws principals.
Section 11.	This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, and all of which shall together constitute one and the same instrument. Executed copies may be delivered by facsimile, email, PDF copy or other mean of electronic transmission and, upon receipt, shall be deemed originals and binding on the parties hereto.
SECTION 12.  Homeowners have full authority and power to enter into this Agreement and to perform their respective obligations hereunder. The Property is owned by Homeowners and no one else.
Section 13.	If any term or provision of this Agreement shall be determined to be invalid or unenforceable, the remainder of this Agreement shall not be impacted thereby, and each term and provision shall be valid and enforceable to the fullest extent permitted by law.
SECTION 14.  Should any action be brought arising out of this Agreement, the parties to such action waive any right to a trial by jury.
Section 15.	Time is of the essence in the occurrence of all events, and the performance of all obligations hereunder.
Section 16.	This Agreement shall run with and bind the Property for an initial term of ﬁfty (50) years from the date this Agreement is recorded in the public records. At the end of the initial term, this Agreement shall be automatically renewed without any action by the parties hereto or their respective successors or assigns for successive terms of twenty (20) years. This Agreement may not be amended or terminated without the consent of the owner of the Project.

THE DECLARATIONS, ACKNOWLEDGEMENTS AND AGREEMENTS CONTAINED HEREIN SHALL RUN WITH THE PROPERTY DESCRIBED IN EXHIBIT A HERETO AND SHALL BE BINDING ON THE HOMEOWNERS AND ON ALL PERSONS (INCLUDING BUT NOT LIMITED TO INDIVIDUALS AS WELL AS CORPORATIONS, ASSOCIATIONS, TRUSTS, AND OTHER LEGAL ENTITIES) TAKING TITLE TO ALL OR ANY PART OF THE PROPERTY, AND THEIR SUCCESSORS AND ASSIGNS IN INTEREST. BY TAKING SUCH TITLE, SUCH PERSONS SHALL BE DEEMED TO HAVE CONSENTED AND AGREED TO THE PROVISIONS OF THIS AGREEMENT TO THE SAME EXTENT AS IF THEY HAD EXECUTED IT AND BY TAKING SUCH TITLE, SUCH PERSONS SHALL BE ESTOPPED FROM CONTESTING, IN COURT OR OTHERWISE, THE VALIDITY, LEGALITY AND ENFORCEABILITY OF THIS AGREEMENT.

(SIGNATURES ON FOLLOWING PAGE)

IN WITNESS WHEREOF, each party below has executed this Release and Waiver of Liability and Assumption of Obligation to Repair Retaining Wall eﬀective as of the Eﬀective Date.

Signed, sealed and delivered in the presence of:

Homeowners:

Witness #1 Signature

Witness #1 Printed Name		

Witness #1 Address

Witness #2 Signature

Witness #2 Printed Name

Witness #2 Address

STATE OF 	
COUNTY OF 	

The foregoing instrument was acknowledged before me by means of	physical appearance or online notarization, by 	and
	, who are personally known to me or who has produced
	as identiﬁcation.

[AFFIX SEAL]	NOTARY PUBLIC
Print Name:	
My commission expires:	

Signed, sealed and delivered in the presence of:

Witnesses:

Witness #1 Signature Witness #1 Printed Name

BLUE LAKE COMMUNITY DEVELOPMENT
DISTRICT, a local unit of special purpose government organized pursuant to Chapter 190, Florida Statutes

By: 	 Name: 		 Its: 		

Witness #1 Address

Witness #2 Signature

Witness #2 Printed Name

Witness #2 Address

STATE OF FLORIDA

COUNTY OF LEE

The foregoing instrument was acknowledged before me, by means of physical presence, this 	day of 	, 2025 by 		as 	of the Blue Lake Community Development District, a local unit of special purpose government organized pursuant to Chapter 190, Florida Statutes, on behalf of the District, who is 	personally known to me or who produced 	as identiﬁcation.

Notary Public, State of Florida Print Name:

Commission No.: 	
My Commission Expires: 	

Exhibit A Property

9

4928-0487-5350.3

Exhibit B Wall Section

10

4928-0487-5350.3

UPDATE ON MAP OF MAINTENANCE RESPONSIBILITIES/OWNERSHIP

TO BE DISTRIBUTED UNDER SEPARATE COVER

Blue Lake Community Development District

Financial Report For September 2025

BLUE LAKE COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
SEPTEMBER 2025

REVENUES	
Annual Budget
10/1/24 - 9/30/25	

Actual Sep-25	Year To Date Actual
10/1/24 - 9/30/25	
O & M Assessments	581,132	0	581,661	
Debt Assessments	661,941	0	661,942	
Other Revenues	480	0	0	
Interest Income	0	0	9,847	
Line of Credit Proceeds	0	0	0	
Total Revenues	$	1,243,553	$	-	$	1,253,450	
				
EXPENDITURES				
Administrative Expenditures				
Supervisor Fees	12,000	600	6,400	
Payroll Taxes (Employer)	960	46	490	
Management	30,576	2,548	30,576	
Legal	40,000	0	17,319	
Legal Extraordinary - Retaining Wall, Etc.	0	0	94,209	
Assessment Roll	4,000	4,000	4,000	
Audit Fees	4,100	0	3,800	
Arbitrage Rebate Fee	650	0	650	
Insurance	13,610	0	12,850	
Legal Advertisements	6,000	0	3,776	
Miscellaneous	2,000	221	3,025	
Postage	700	59	1,162	
Office Supplies	1,050	64	1,829	
Dues & Subscriptions	175	0	175	
Trustee Fee	4,050	0	4,246	
Continuing Disclosure Fee	1,000	350	350	
Deficit Funding (FY 2022/2023)	41,373	0	0	
Total Administrative Expenditures	162,244	7,888	184,857	
				
Maintenance Expenditures				
Engineering/Inspections	40,000	7,738	50,251	
Engineering Extraordinary - Retaining Wall	0	0	77,119	
Mitigation Monitoring	138,500	0	211,353	
Lake Maintenance	60,000	2,866	45,196	
Flow Way Inspection Certification	5,000	0	0	
Detention Area Maintenance	36,000	3,011	35,441	
Miscellaneous Maintenance (Fence Repairs, Stabilization Analysis, etc.)	55,000	0	50,162	
Maintenance Reserve	50,000	0	0	
Vista Dry Retention Area	0	0	3,900	
Capital Outlay - Lake Bank	0	0	0	
Construction Costs	0	25,550	25,550	
Total Maintenance Expenditures	384,500	39,165	498,972	
				
Total Expenditures	$	546,744	$	47,053	$	683,829	
				
REVENUES LESS EXPENDITURES	$	696,809	$	(47,053)	$	569,621	
				
Bond Payments	(623,875)	0	(636,903)	
				
BALANCE	$	72,934	$	(47,053)	$	(67,282)	
				
County Appraiser & Tax Collector Fee	(24,312)	0	(1,201)	
Discounts For Early Payments	(48,622)	0	(45,820)	
				
EXCESS/ (SHORTFALL)	$	-	$	(47,053)	$	(114,303)	
				
Carryover From Prior Year	0	0	0	
				
NET EXCESS/ (SHORTFALL)	$	-	$	(47,053)	$	(114,303)	

Note - Draw From Lake Bank Repair Project Line Of Credit: $133,400.

Bank Balance As Of 9/30/25	$	181,548.62	
Accounts Payable As Of 9/30/25	$	54,333.70	
Line of Credit As Of 9/30/25	$	133,400.00	
Accounts Receivable As Of 9/30/25	$	-	
Available Funds As Of 9/30/25	$	(6,185.08)	

BLUE LAKE CDD TAX COLLECTIONS 2024/2025

#	

ID#	

PAYMENT FROM	

DATE	

FOR	

Tax Collect Receipts	

Interest Received	

Commissions Paid	

Discount	

Net From Tax Collector	O & M Assessment Income (Before Discounts & Fee)	Debt Assessment Income (Before Discounts & Fee)	O & M Assessment Income (After Discounts & Fee)	Debt Assessment Income (After Discounts & Fee)	

Debt Assessments Paid to Trustee	
									$1,243,073.00	$581,132.00	$  661,941.00	$581,132.00	$  661,941.00		
									$1,170,139.00	$546,264.00	$  623,875.00	$546,264.00	$  623,875.00	$  623,875.00	
1		Paid to Lee County Prop Appraiser	11/12/24	Fees			$	(423.00)		$	(423.00)			$	(198.00)	$	(225.00)		
2	1	Lee County Tax Collector	11/14/24	NAV Taxes	$	4,474.37		$	(778.32)	$	(234.91)	$	3,461.14	$	2,091.77	$	2,382.60	$	1,618.04	$	1,843.10	$	1,618.10	
3	2	Lee County Tax Collector	11/26/24	NAV Taxes	$  227,303.84			$  (9,091.89)	$  218,211.95	$  106,264.54	$  121,039.30	$  102,014.05	$  116,197.90	$  116,197.90	
4	3	Lee County Tax Collector	12/11/24	NAV Taxes	$  779,869.44			$ (31,193.92)	$  748,675.52	$  364,588.94	$  415,280.50	$  350,005.77	$  398,669.75	$  398,669.75	
5	4	Lee County Tax Collector	12/30/24	NAV Taxes	$	66,092.31			$  (2,536.35)	$	63,555.96	$	30,898.11	$	35,194.20	$	29,712.36	$	33,843.60	$	33,843.60	
6	5	Lee County Tax Collector	01/15/25	NAV Taxes	$	44,524.43			$  (1,335.75)	$	43,188.68	$	20,815.13	$	23,709.30	$	20,190.63	$	22,998.05	$	22,998.05	
7	6	Lee County Tax Collector	02/13/25	NAV Taxes	$	52,127.12			$  (1,164.35)	$	50,962.77	$	24,369.42	$	27,757.70	$	23,825.07	$	27,137.70	$	27,137.70	
8	7	Lee County Tax Collector	03/13/25	NAV Taxes	$	20,389.88			$	(263.31)	$	20,126.57	$	9,532.23	$	10,857.65	$	9,409.12	$	10,717.45	$	10,717.45	
9	8	Lee County Tax Collector	04/11/25	NAV Taxes	$	30,689.37				$	30,689.37	$	14,347.27	$	16,342.10	$	14,347.27	$	16,342.10	$	16,342.10	
10	9	Lee County Tax Collector	05/15/25	NAV Taxes/Interest	$	3,819.36	$  114.58			$	3,933.94	$	1,900.09	$	2,033.85	$	1,900.09	$	2,033.85	$	2,033.85	
11	10	Lee County Tax Collector	06/11/25	NAV Taxes/Interest	$	5,407.68	$  162.24			$	5,569.92	$	2,690.32	$	2,879.60	$	2,690.32	$	2,879.60	$	2,879.60	
12	11	Lee County Tax Collector	07/15/25	NAV Taxes/Interest	$	8,377.52	$  251.31			$	8,628.83	$	4,163.53	$	4,465.30	$	4,163.53	$	4,465.30	$	4,465.30	
13									$	-					$	-	
14									$	-					$	-	
15									$	-					$	-	
					$ 1,243,075.32	$  528.13	$	(1,201.32)	$ (45,820.48)	$ 1,196,581.65	$  581,661.35	$  661,942.10	$  559,678.25	$  636,903.40	$  636,903.40	

Page 29

Assessment Roll	Collections
O&M	581,134.32	100.00	Note: $1,243,073, $581,132 and $661,941 are 2024/2025 Budgeted
Debt	661,941.00	assessments before discounts and fees.
1,243,075.32	$1,170,139, $546,264 and $623,875 are 2024/2025 Budgeted
assessments after discounts and fees.

$ 1,243,075.32
$	528.13	$ 1,196,581.65	
$  (581,661.35)	$  (559,678.25)	
$  (661,942.10)	$  (636,903.40)	
$	-	$	-	

From: Chris Hasty <chrishastycdd@gmail.com> Sent: Monday, September 22, 2025 4:33 PM To: Kathleen Meneely <kmeneely@sdsinc.org> Subject: future resignation

Dear Kathleen -
Although not required, I intend to resign from my position on the Blue Lake CDD in the near future due to my change in employment.

My term runs until November 2026, but I would suggest the board follow its prior procedure and notice for applicants now, rather than after my resignation, to ﬁll the remainder of my term.

This board is made up of fairly new members and has had some issues with quorums. My suggestion would help ensure a smooth transition takes place and alleviate the time it takes to obtain/review resumes of interested parties after my departure.

-Chris