2021-11-16 Ex 04 Exhibit 4
11/16/2021
ORDINANCE NO. 1244
AN ORDINANCE OF THE CITY OF OKEECHOBEE, FLORIDA;
AMENDING THE CITY OF OKEECHOBEE COMPREHENSIVE PLAN,
ORDINANCE NO. 635 AS AMENDED, BY REVISING THE FUTURE
LAND USE MAP ON A CERTAIN TRACT OF LAND MORE
PARTICULARLY DESCRIBED HEREIN FROM SINGLE FAMILY
RESIDENTIAL TO COMMERCIAL AND MULTI-FAMILY RESIDENTIAL,
APPLICATION NO. 21-007-SSA, F/K/A NO. 21-001-LSA; PROVIDING
FOR INCLUSION OF ORDINANCE AND REVISED FUTURE LAND USE
MAP IN THE COMPREHENSIVE PLAN; PROVIDING FOR CONFLICT;
PROVIDING FOR SEVERABILITY; PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, the City Council of the City of Okeechobee recognizes the need to plan for
orderly growth and development; and
WHEREAS, Chapter 163, Florida Statues provides for amendment to Adopted
Comprehensive Plans; and
WHEREAS, the City has received and reviewed certain application (No. 21-007-SSA,
F/K/A No. 21-001-LSA), submitted by Blue Springs Holdings, LLC, for a small-
scale amendment to the Future Land Use Map of the City's Comprehensive Plan,
and said application being reviewed by the City's Planning Board, acting as the
Local Planning Agency, at a duly advertised Public Hearing held on October 21,
2021, which determined such request to be inconsistent with the Comprehensive
Plan and inconsistent with the pattern of future land uses within the City; and
WHEREAS, the City Council finds that the proposed application complies with the
requirements of Florida Statute 163, Part ll, and that the proposed application is
consistent with the Comprehensive Plan and appropriate to the future land uses
within the City.
NOW, THEREFORE, it is ordained before the City Council for the City of Okeechobee,
Florida;presented at a duly advertised public meeting;and passed by majority vote
of the City Council; and properly executed by the Mayor or designee, as Chief
Presiding Officer for the City:
SECTION 1: SHORT TITLE.
THIS ORDINANCE shall be known as a "City of Okeechobee Small Scale
Development Activities Comprehensive Plan Amendment," pursuant to F.S.
163.3187, and shall be effective within the City limits of the City of Okeechobee,
Florida.
SECTION 2: AUTHORITY.
This City of Okeechobee Small Scale Development Activities Comprehensive Plan
Amendment is adopted pursuant to the provisions of Chapter 163.3187, Part II,
Florida Statutes.
SECTION 3: REVISIONS TO THE FUTURE LAND USE MAP.
The following described land consisting of approximately 54.8 acres is hereby re-
designated for purposes of the Future Land Use Map of the City of Okeechobee
Comprehensive Plan:Application No. 21-007-SSA(f/k/a No. 21-001-LSA):
1. Approximately 16.8 acres from Single Family Residential(SFR)to Commercial
(C),with the Legal Description of Subject Property is as follows:A PARCEL OF
LAND LYING IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST,
OKEECHOBEE COUNTY, FLORIDA; BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTH QUARTER CORNER OF SAID SECTION 15,
THENCE NORTH 00'14'15"WEST ALONG THE WEST LINE OF THE EAST
HALF OF SAID SECTION 15, A DISTANCE OF 1319.48 FEET TO
SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SAID SECTION 15;THENCE NORTH 89°20'32"
Ordinance No. 1244, Page 1 of 3
EAST ALONG THE SOUTH LINE OF NORTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SAID SECTION 15, A DISTANCE OF 1276.49
FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE NORTH 89'20'32"EAST ALONG SAID SOUTH LINE,A
DISTANCE OF 70.00 FEET TO THE SOUTHEAST CORNER OF SAID
NORTHWEST QUARTER-THENCE NORTH 00'17'10" WEST ALONG THE
EAST LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 1055.05
FEET TO THE SOUTH RIGHT-OF-WAY OF SALRY RAILROAD AND THE
BEGINNING OF A NON-TANGENT CURVE BEING CONCAVE TO THE
SOUTHEAST AND HAVING A RADIUS OF 2634.92 FEET, A DEGREE OF
CURVATURE OF 36'54'16", A CHORD BEARING OF NORTH 71'43'57"
WEST, AND A CHORD DISTANCE OF 1667.98 FEET; THENCE ALONG
SAID CURVE AND SAID SOUTH RIGHT-OF-WAY, AN ARC DISTANCE OF
1697.16 FEET; THENCE SOUTH 89'48'55" WEST ALONG SAID SOUTH
RIGHT-OF-WAY,A DISTANCE OF 581.03 FEET;THENCE SOUTH 00'11'05"
EAST, A DISTANCE OF 163.66 FEET; THENCE SOUTH 37'55'09" EAST, A
DISTANCE OF 172.40 FEET; THENCE NORTH 89'48'55" EAST, A
DISTANCE OF 475.52 FEET TO THE BEGINNING OF A CURVE CONCAVE
TO THE SOUTHWEST AND HAVING A RADIUS OF 2334.92 FEET AND A
DEGREE OF CURVATURE OF 40'23'01"; THENCE ALONG SAID CURVE,
AN ARC DISTANCE OF 1645.72 FEET;THENCE SOUTH 00-17-10" EAST,A
DISTANCE OF 727.21 FEET TO THE SOUTHEAST CORNER OF THOSE
LANDS DESCRIBED IN OFFICIAL RECORD BOOK 696 AT PAGE 1998 OF
THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND TO
THE POINT OF BEGINNING.
SAID LANDS LYING IN OKEECHOBEE COUNTY, FLORIDA AND
COMPRISING 16.777 ACRES MORE OR LESS.
2. Approximately 38.0 acres from SFR to Multi-Family Residential(MFR),with the
Legal Description of Subject Project is as follows:A PARCEL OF LAND LYING
IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE
COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE SOUTH QUARTER CORNER OF SAID SECTION 15,
THENCE NORTH 00"14'15"WEST ALONG THE WEST LINE OF THE EAST
HALF OF SAID SECTION 15, A DISTANCE OF 1319.48 FEET TO
SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SAID SECTION 15 AND THE POINT OF
BEGINNING;
THENCE SOUTH 89'21'12" WEST ALONG THE SOUTH LINE OF SAID
NORTHEAST QUARTER, A DISTANCE OF 250.69 FEET TO THE EAST
RIGHT-OF-WAY OF TAYLOR CREEK'S IMPROVED CHANNEL AS
RECORDED IN PLAT BOOK 3, PAGE 29, OF THE PUBLIC RECORDS OF
OKEECHOBEE COUNTY, FLORIDA;
THENCE NORTH 03'39'44" EAST ALONG SAID EAST RIGHT-OF-WAY, A
DISTANCE OF 80.23 FEET TO THE SOUTHWEST CORNER OF RIVER RUN
RESORT PLAT, SAID PLAT BEING RECORDED IN PLAT BOOK 6 AT PAGE
33, OF SAID PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA;
THE FOLLOWING SIX COURSES ARE ALONG THE RIVER RUN RESORT
BOUNDARY:
1) THENCE NORTH 89°21'12" EAST, A DISTANCE OF 245.23 FEET TO
SAID WEST LINE OF THE EAST HALF OF SECTION 15;
2) THENCE NORTH 89°20'32" EAST,A DISTANCE OF 673.22 FEET;
3) THENCE NORTH 00°15'42"WEST, A DISTANCE OF 465.85 FEET;
4) THENCE SOUTH 89'21'31"WEST,A DISTANCE OF 872.67 FEET;
5) THENCE SOUTH 00°16'50" EAST,A DISTANCE OF 79.38 FEET;
6) THENCE SOUTH 89°18'01" WEST, A DISTANCE OF 136.19 FEET TO
SAID EAST RIGHT-OF-WAY OF TAYLOR CREEK'S IMPROVED
CHANNEL;
THENCE NORTH 37'55'09" WEST ALONG SAID EAST RIGHT-OF-WAY, A
DISTANCE OF 1201.62 FEET TO THE BEGINNING OF A CURVE BEING
CONCAVE TO THE EAST AND HAVING A RADIUS OF 323.00 FEET AND A
DEGREE OF CURVATURE OF 34'35'11"; THENCE ALONG SAID CURVE
Ordinance No. 1244,Page 2 of 3
AND SAID EAST RIGHT-OF-WAY. AN ARC DISTANCE OF 194.98 FEET TO
THE SOUTH RIGHT-OF-WAY LINE OF SALRY RAILROAD;THENCE NORTH
89°48'55" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE
OF 320.00 FEET;THENCE SOUTH 00°11'05"EAST,A DISTANCE OF 163.66
FEET; THENCE SOUTH 37°55'09'' EAST, A DISTANCE OF 172.40 FEET;
THENCE NORTH 89°48'55" EAST, A DISTANCE OF 475.52 FEET TO THE
BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING
A RADIUS OF 2334.92 FEET AND A DEGREE OF CURVATURE OF
40°23'01"; THENCE ALONG SAID CURVE,AN ARC DISTANCE OF 1645.72
FEET; THENCE SOUTH 00-17'10'' EAST,A DISTANCE OF 518.50 FEET TO
THE NORTHEAST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL
RECORD BOOK 696 AT PAGE 1998 OF THE PUBLIC RECORDS OF
OKEECHOBEE COUNTY, FLORIDA; THENCE SOUTH 89°20'32" WEST
ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE OF 208.70 FEET
TO THE NORTHWEST CORNER OF SAID LANDS; THENCE SOUTH
00°17'10"EASTALONG THE WEST LINE OF SAID LANDS,A DISTANCE OF
208.70 FEET TO THE SOUTHWEST CORNER OF SAID LANDS AND THE
SOUTH LINE OF NORTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SAID SECTION 15; THENCE SOUTH 89°20'32" WEST,
ALONG SAID SOUTH LINE,A DISTANCE OF 1067.80 FEET TO THE POINT
OF BEGINNING.
SAID LANDS LYING IN OKEECHOBEE COUNTY, FLORIDA AND
COMPRISING 38.016 ACRES MORE OR LESS.
SECTION 4: INCLUSION OF ORDINANCE AND REVISED FUTURE LAND USE
MAP IN THE COMPREHENSIVE PLAN.
It is the intention of the City Council of the City of Okeechobee, Florida that the
provisions of this Ordinance, and the revisions to the Future Land Use Map which
are incorporated herein by reference,shall become, and be made a part of the City
of Okeechobee Comprehensive Plan (City of Okeechobee Ordinance No.635, as
amended).
SECTION 5: CONFLICT.
All ordinances or parts of ordinances in conflict herewith are hereby repealed.
SECTION 6: SEVERABILITY.
If any provision or portion of this ordinance is declared by any court of competent
jurisdiction to be void, unconstitutional, or unenforceable, then all remaining
provisions and portions of this ordinance shall remain in full force and effect.
SECTION 7: EFFECTIVE DATE.
The effective date of this plan amendment shall be thirty-one (31) days after the
adoption of this Ordinance, if not timely challenged. If timely challenged, this
amendment shall become effective on the date the State Land Planning Agency,
or the Administration Commission enters a final order determining this adopted
amendment to be in compliance. No development orders,development permits,or
land uses dependent on this amendment may be issued or commence before it
has become effective.
INTRODUCED AND ADOPTED at First Reading and Final Public Hearing on this 16th
day of November 2021, pursuant to F.S. 163.3187(2).
Dowling Watford, Mayor
ATTEST:
Lane Gamiotea, CMC, City Clerk
REVIEWED FOR LEGAL SUFFICIENCY:
John J. Fumero, City Attorney
Ordinance No. 1244, Page 3 of 3
.OF ON
CITY OF OKEECHOBEE, FLORIDA
PLANNING BOARD AND WORKSHOP MEETING
•9 OCTOBER 21, 2021
SUMMARY OF BOARD ACTION
I. CALL TO ORDER
Chairperson Hoover called the regular and workshop meeting of the Planning Board for
the City of Okeechobee to order on Thursday,October 21,2021,at 6:11 P.M.in the City
Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee,
Florida.
Il. ATTENDANCE
Roll was taken by Board Secretary Patty Burnette. Chairperson Dawn Hoover, Vice
Chairperson Doug McCoy, Board Members Phil Baughman, Karyne Brass, Rick
Chartier, Mac Jonassaint, Joe Papasso, and Alternate Board Members David McAuley
and Jim Shaw were present.
III. AGENDA
A. There were no items added, deferred, or withdrawn from the agenda.
B. Motion by Board Member Brass, seconded by Vice Chairperson McCoy to
approve the agenda as presented. Motion Carried Unanimously.
C. There were no comment cards submitted for public participation.
IV. MINUTES
A. Motion by Board Member Baughman,seconded by Board Member Jonassaint to
dispense with the reading and approve the September 16,2021,Regular Meeting
minutes. Motion Carried Unanimously.
V. CHAIRPERSON HOOVER OPENED THE PUBLIC HEARING AT 6:12 P.M.
A. Comprehensive Plan Large Scale Future Land Use Map (FLUM) Amendment
Application No. 21-001-LSA from Single Family Residential to Commercial on
16.8+/- acres and from Single Family Residential to Multi-Family Residential on
38.0± acres located in the Northeast section of the City boundaries for the
proposed use of a multi-family residential community and household storage
facility.
1. City Planning Consultant Mr. Ben Smith of LaRue Planning and
Management Services reviewed the Planning Staff Report recommending
denial. He commented originally this application was being considered as
a Large Scale FLUM Amendment but recently legislation was changed
and the maximum acreage for a Small Scale FLUM Amendment within a
Rural Area of Opportunity changed from 20 acres to 100 acres.Therefore,
this Application will be handled as a Small Scale FLUM Amendment and
processed accordingly.
2. Mr. Steven Dobbs, Agent for the Property Owner, Blue Spring Holdings,
LLC, was present. Regarding traffic concerns raised by the Board, Mr.
Dobbs commented he doesn't believe State Road 70 will stay as a four-
laned road and this proposed project can be phased so they can meet the
requirements needed. He has not started any design planning yet
although, there are possible other access points that may be able to be
used instead of solely Northeast 8th Avenue. He further commented there
is someone who owns this property, and they have the right to develop it.
The proposed site plan when designed, will still need approval from the
Technical Review Committee before any construction can take place.
3. Two emails and one phone call were received and read into the record by
Board Secretary Burnette from Ms. Dorothy Harris, 508 Northeast loth
Avenue, Ms. Connie Raynor, 203 Northeast 8th Avenue and Mr. and Mrs.
Sal Ventimiglia, 211 Northeast 8th Avenue in which all expressed their
concerns against the proposed project. Public comments were offered
against the proposed project by Mr. Neil Olmsted, 501 Northeast 8th
Avenue, Ms. Marian Brewer, 201 Northeast 8th Avenue, Ms. Jennifer
Lynch,506 Northeast 9th Avenue, Ms. Pedie Dickerhoof,212 Northeast 8th
Avenue, Ms. Amanda Carter, 507 Northeast 9th Avenue, Mr. Bob
Brandenburg, 303 Northeast 8th Avenue, and Ms. Dorothy Harris, 508
Northeast 101h Avenue.
DRAFT October 21,2021,Planning Board and Workshop Meeting Page 1 of 3
V. PUBLIC HEARING ITEM A CONTINUED
87 surrounding property owner notices were mailed, signage was posted
on the subject parcel and the application was advertised in the local
newspaper.
4. Board Member Baughman disclosed, although he has not spoken to Mr.
Dobbs,he does have a personal connection with the development of River
Run Resort.
5. Motion by Board Member Baughman, seconded by Vice Chairperson
McCoy to recommend to the City Council approval of Comprehensive Plan
Large Scale FLUM Application No.21-001-LSA as presented in[Exhibit 1,
which includes the findings as required for granting applications per Code
Section 70-340;and the Planning Consultant's analysis of the findings and
recommendation for denial]. Motion Failed.The recommendation will be
forwarded to the City Council for consideration at a Public Hearing
tentatively scheduled for November 16, 2021.
QUASI-JUDICIAL ITEM
B. Rezoning Petition No. 21-001-R, from Holding to Heavy Commercial on 16.8+/-
acres and from Holding to Residential Multiple Family on 38.0+/- acres, located
in the NE section of the City boundaries for the proposed use of a multi-family
residential community and household storage facility.
1. Notary Public Patty Burnette administered an oath to Mr. Steven Dobbs,
209 Northeast 2nd Street, Okeechobee, Florida, Mr. Shaun Mackenzie,
Mackenzie Engineering and Planning, 1172 Southwest 30"' Street, Suite
500, Palm City, Florida,who responded affirmatively.
2. City Planning Consultant Smith reviewed the Planning Staff Report
recommending denial.
3. Mr. Steven Dobbs, Agent for the Property Owner, Blue Spring Holdings,
LLC was available for questions from the Board. Board Member
Baughman asked if the Applicant would consider taking out the
commercial component and use the site instead for all residential. Mr.
Dobbs responded the Applicant would like to move forward as is.
4. There were no public comments offered.
5. Board Member Baughman disclosed although he has not spoken to Mr.
Dobbs,he does have a personal connection with the development of River
Run Resort.
6. Motion by Board Member Jonassaint, seconded by Board Member
Baughman to recommend to the City Council approval of Rezoning
Petition No. 21-001-R as presented in [Exhibit 2, which includes the
findings as required for granting Petitions per Code Section 70-340, and
the Planning Consultant's analysis of the findings and recommendation for
denial]. Motion Failed.The recommendation will be forwarded to the City
Council for consideration at Public Hearings tentatively scheduled for
November 16, 2021, and December 7, 2021.
CHAIRPERSON HOOVER CLOSED THE PUBLIC HEARING AT 7:49 P.M.
VI. CHAIRPERSON HOOVER RECESSED THE REGULAR MEETING at 7:49 P.M.AND
CONVENED THE WORKSHOP AT 7:52 P.M.
B. City Planning Consultant Smith commented given the length of Workshop Item A
he would discuss Item B first. He reviewed the Planning Staff Report regarding
changes to City's building elevation and earthmoving regulations, specifically but
not limited to, dwelling foundation for all Zoning Districts. Staff has been made
aware of drainage and flooding issues at several properties within the City which
seem to have resulted from lot filling and earthmoving practices performed on
neighboring parcels. He is wishing to examine potential code changes to prevent
these situations from continuing to occur. He proposed the City may wish to
remove text in Section 90-79 of the Land Development Regulations which
requires a minimum foundation elevation and adopt standards to prevent owners
from adding so much fill that it creates flooding for neighbors. In addition, maybe
adopting some generalized standards to regulate lot filling and earthmoving.
Discussion ensued among the Board regarding water not draining on another
person's property and ways to get rid of the water on one's property. Definity
agree that there needs to be some sort of enforcement mechanism so that one
cannot simply bring in dirt and build up areas of their property or fill in swales, but
they are not sure if the City should require permits for this or not.
DRAFT October 21,2021,Planning Board and Workshop Meeting Page 2 of 3
• �a
rM
1.LL-
7 91 5*
Staff Report
Small Scale
Comprehensive Plan Amendment
Prepared fora The City of Okeechobee
Applicant: Blue Spring Holdings, LLC
Address: NE 91 Avenue
Petition No.. 21-007-SSA formerly known as 21-001-LSA
Request: Change from Single Family Residential
to Commercial and Multifamily
Residential
' U
f
137 Jackson Street#206 Fort Myers, R 33901
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
General Information
Applicant/Owner Blue Spring Holdings, LLC
Applicant Address 10860 SW 25th Street
Davie, FL 33324
Applicant Email Address gad4545@gmail.com
Site Address NE 911 Avenue
Parcel Identification 2-15-37-35-OA00-00003-0000
Contact Person Steven L Dobbs
Contact Phone Number 863.824.7644
Contact Email Address sdobbs@stevedobbsenginering.com
For the legal description of the project or other information regarding this application,
please refer to the application submittal package which is available by request at City
Hall and is posted on the City's website prior to the advertised public meeting at
https://www.cityofokeechobee.com/ag ndas.htm I
The matter before the Local Planning Agency and City Council is an application for an amendment
to the Future Land Use Map (FLUM) for a 54.8 acre parcel. The parcel is currently designated
Single Family Residential on the Future Land Use Map. The applicant's request is to change 16.8
acres to Commercial and to change the remaining 38 acres to Multi Family Residential. The
applicant has submitted a concurrent request to rezone 16.8 acres to Heavy Commercial and the
remaining 38 acres to Residential Multiple Family.
The Planning Board, at its October meeting, voted against the small scale plan amendment by a
4-3 vote.
If approved for this request and the rezoning, the applicant has stated plans to construct a storage
facility on the commercial portion and multifamily residential on the remaining area.
'Future Land Use, Zoning and Existing Use
Existing Proposed
Future Land Use Single Family Residential Commercial and Multifamily Residential
Zoning Holding Heavy Commercial and Residential
Multiple Family
Use of Property Vacant Storage Facility and Multifamily Housing
Acreage 54.8 acres 54.8 acres
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
. . - - . -
Future Land Use Industrial
North Zoning Industrial
Existing Use Vacant
Future Land Use Okeechobee County Urban Residential Mixed Use
East Zoning Okeechobee County Residential Mixed
Existing Use Residential, Commercial and Vacant
Future Land Use Single Family Residential and Commercial
South Zoning Residential Mobile Home and Heavy Commercial
Existing Use Mobile Homes and Vacant 4
Future Land Use Industrial and Single Family Residential
West Zoning Industrial and Residential Single Family
Existing Use Residential and Vacant
General Analysis and Staff Comments
A. Qualification for Amendment
The subject property is 54.8 acres which by itself would be over the minimum threshold for
a small scale plan amendment. However, the property is in a Rural Area of Opportunity,
which as of July 1, 2021, allows a small scale plan amendment threshold of 100 acres.
Therefore, this application will be processed accordingly as a small scale plan amendment.
B. Current Development Potential as Single-Family Residential
The property is currently designated as Single Family Residential on the City's Future Land
Use Map. Future land use Policy 2.1(a) allows a maximum standard density in the Single-
Family Residential Future Land Use Category of four units per acre or five if the units qualify
as affordable housing. Without the affordable housing bonus, 219 single family dwellings
could potentially be constructed. With the affordable housing bonus, maximum development
potential for 54.8 acres would be 274 single-family dwellings.
C. Future Development Potential of 16.8 Acres of Commercial
The applicant is requesting approval to change the Future Land Use designation to
Commercial for approximately 16.8 acres of the subject property. While the Commercial
Future Land Use category allows for a maximum floor area ratio (FAR) of 3.0, the City's
most intense commercial zoning district (CHV) only allows a maximum building coverage of
50% and a maximum building height of 45 feet (without a special use exception). These
limitations allow for a potential three story structure, a maximum FAR of 1.5 and a maximum
floor area of approximately 1,097,712 square feet on this 16.8 acre portion of the subject
parcel.
LaKuc 2
planning
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
D. Future Development Potential of 38 Acres of Multifamily Residential
The applicant is requesting approval to change the Future Land Use designation to
Multifamily Residential for 38 acres of the subject property. The maximum density allowable
in the Multi-Family Residential Future Land Use Category is 10 units per acre or 11 if the
units qualify as affordable housing. Without the affordable housing bonus, 380 multifamily
dwellings could potentially be constructed. With the affordable housing bonus, maximum
development potential for 38 acres would be 418 single-family dwellings.
E. Adequacy of Public Facilities
Traffic Impacts
The applicant has provided a traffic analysis report prepared by Mackenzie Engineering and
Planning, Inc. The findings that are provided in that report indicate that full development of
the 16.8 acre commercial portion as a retail use would overburden SR-70 from US-441 to
141h Avenue. Based on that finding, the recommendation that is provided in the report is to
limit the FAR to 0.5 of the 16.8 acre portion that the applicant is requesting to change to
commercial.
In order to ensure that FAR is limited to 0.5, staff recommends that this Future Land Use
Map amendment be accompanied by a Future Land Use Element text amendment stating
that this 16.8 acre area is limited to a maximum of 0.5 FAR and/or 365,000 square feet of
commercial development. There is already precedent for this type of text amendment in the
City's Future Land Use Element. Policy 2.6 provides a legal description for a parcel of land
that lies to the south, adjacent to the subject property, cites Comprehensive Plan
Amendment#06-C1-001, and limits development of that property to 200,000 square feet of
commercial development.
We recommended to the Applicant's representative, based on the findings of the traffic
analysis report that they submitted, that a text amendment should be submitted in
conjunction with this map amendment; but the applicant has declined to do so..
The traffic analysis report also finds that if the property develops to its maximum potential,
including both the proposed commercial and multifamily area, the projected maximum trips
generated will require connection to, or construction of, a two-lane collector or arterial
roadway to connect to the City/regional roadway network. This will require construction of a
roadway along the currently unimproved right-of-way of NE 131h St from SR-70 to the subject
parcel. It is not necessary to construct that roadway at this time, as this may be required
prior to issuance of a building permit at time of site plan approval.
Demand for Potable Water and Sewer Treatment
The estimated demand for potable water and wastewater treatment for one single-family
home is 308 gallons per day (114 gallons per person per day at an average household size
of 2.7). Demand for potable water and wastewater treatment for 219 single-family homes
that could be permitted on 54.8 acres under the current Single-Family Residential Future
Land Use Designation amounts to approximately 67,452 gallons per day.
Demand for potable water and wastewater treatment for 380 multifamily homes that could
be permitted on 38 acres under the proposed Multifamily Residential Future Land Use
Designation amounts to approximately 117,040 gallons per day.
LaRue 3
planning
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
The estimated demand for potable water and wastewater treatment for non-residential floor
area is 0.15 gallons per day per square foot. Demand for the 1,097,712 square feet of
commercial square feet that could be permitted on 16.8 acres amounts to approximately
164,657 gallons per day.
The combined estimated water and wastewater demand for the proposed multifamily and
commercial areas is 281,697 gallons per day. The applicant has submitted a letter issued
by Okeechobee Utility Authority stating that as long as the estimated demand is not greater
than 1.5 million gallons per day, then there is adequate capacity to accommodate any
potential development.
Solid Waste
The applicant has submitted a letter from Waste Management indicating that the
Okeechobee landfill has adequate capacity to serve the potential multifamily residential
portion of the project, though the commercial component is not addressed.
Public Schools
The applicant has submitted a letter from the Okeechobee County School Board indicating
that the district has adequate capacity to accommodate the 118 new students that are
estimated to be added based on the addition of 380 multifamily dwelling units.
F. Environmental Impacts
The National Wetlands Inventory map does not depict any wetlands onsite, though the
applicant's soil analysis does indicate that some wetlands are present. If there were
wetlands,the site has since been cleared and does not provide any unique habitat or unique
species. The flood map depicts the presence of low lying areas with drainage to Taylor
Creek.
G. Consistency and Compatibility with Comprehensive Plan and Adjacent Uses.
There are several Comprehensive Plan Objectives and Policies which should be considered
when determining whether the Applicant's requested Future Land Use Map amendment is
consistent with the City's Comprehensive Plan:
Future Land Use Policy 1.1: Approval of development proposals shall continue to be
conditioned on the availability of facilities and services necessary to serve the proposed
development and that the facilities meet adopted level of service standards.These adopted level of
service standards shall be as follows:
Public Facility LOS Standard
Potable Water Supply 114 gallons/capita/day
Wastewater Disposal 130 gallons/capita/day
Solid Waste Disposal 13 lbs./capita/day. 3 years available landfill capacity
Stormwater Drainage Design storm:25 year/24 hour duration
Recreation and Open Space 3 acres/1,000 persons
Roads and Traffic Circulation Principal Arterial:LOS C. All Other Roads: LOS D
LaRue 4
ptanning
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
Future Land Use Policy 1.1 states the adopted level of service standard for all other
roadways that are not principal arterials and collectors (i.e. SR-70) is LOS D. The traffic
analysis report submitted by the applicant indicates that approval of the applicant's
requested amendment could result in traffic volumes that exceed the LOS D. Without a
safeguard, such as a text amendment to limit the commercial floor area of the subject
property, the proposed map amendment is not consistent with this policy
Future Land Use Policy 2.2:In accordance with property rights policies adopted by the
Central Florida Regional Planning Council in the Central Florida Regional Policy Plan,the City of
Okeechobee recognizes and shall continue to protect private property rights. In implementing the
Comprehensive Plan,the City shall continue to ensure that its land development regulations
protect the use and value of private property from adverse impacts of incompatible land uses,
activities and hazards.Planning for land use and public facilities in the City shall consider private
property rights,and ensure citizen input into government land use decisions affecting property
rights.
Future Land Use Policy 2.2 requires the City protect the use and value of private property
from adverse impacts of incompatible land uses, activities and hazards. Situated between
a variety of industrial, commercial and residential uses, this property:
• Surrounds an existing mobile home development on three sides;
• Is adjacent to a railway running along the northern border with industrial beyond;
• Is adjacent to heavy commercial, including property that has been approved for a
RaceTrac gas station to the south;
• Is bounded by Taylor Creek to the west with industrial and single family residential
beyond;
• Lies on the eastern border of the city limits with unincorporated Okeechobee County
to the east, containing single family residences and aging vacant commercial
structures.
With so many disparate uses surrounding this parcel, compatibility is a complicated thing
to assess. However, heavy commercial along the railway with multifamily residential on
the remainder could provide a good transition between the existing industrial and heavy
commercial uses and the existing residential uses.
Transportation Policy 8.1: The City shall continue to monitor land use development trends and
traffic levels of service to ensure that needed transportation facilities are provided by developers or
appropriate government agencies prior to or concurrent with development.
Transportation Policy 8.2: The City shall not permit new development to occur in locations
where the existing traffic circulation network is insufficient to accommodate the impacts of the
development, unless definite provisions are made to provide the necessary capacity prior to or
concurrent with the development.
Transportation Objective 9: The City of Okeechobee shall encourage efforts to curtail future
level of service standard deterioration,particularly along US Highway 441 and SR 70.
Since the applicant has not applied for a text amendment to limit the commercial floor area
of the subject property or proposed any improvements to SR-70 which would increase the
capacity, the requested map change is inconsistent with the above Transportation
Element Objective and Policies.
LaRue 5
pinni.ng
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
Recommendation
Based on the traffic analysis report provided by the applicant and the foregoing analysis, we find
this map change should not be approved without an accompanying text amendment to the City's
Future Land Use Element which implements the restrictions on commercial floor area that is
recommended by the traffic engineer. Until that request has been made and can be reviewed, we
find that the requested map changes are not consistent with the City's Comprehensive Plan.
Therefore, we recommend denial of the Applicant's request to amend the Future Land Use Map
of the City's Comprehensive Plan to change the designation of the subject property from Single
Family Residential to Commercial and Multifamily Residential.
Submitted by:
James G. LaRue, AICP
October 29, 2021
Planning Board Public Hearing: October 21, 2021
City Council Public Hearing: (tentative) November 16, 2021
Attachments: Future Land Use, Subject Site & Environs
Proposed Land Use Change
Zoning, Subject Site & Environs
Existing Land Use Aerial, Subject Site & Environs
LaK�� 6
pfannmg
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
PROPOSED LAND USE CHANGE
■
--- Single Family Residential
5 3)-- to Commercial ,
52
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3 Multi Family Residential
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LaRuc 8
pi-anni.ng
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
ZONING
SUBJECT SITE AND ENVIRONS
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PLANNED SIT DEVELOPWENT�..ED VSE
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vNwCCRPORTATED
L&RW. 9
planning
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
EXISTING LAND USE
AERIAL OF SUBJECT SITE AND ENVIRONS
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LaRueng 10
City r+rOkeeehahe2 Date: - 3; PM 114:14iun No. -
General Scr%ico Department lac, Paid: Jurisdiction: Ice,
`
SS N.L.3"t:�ticnue,Room 101 E I`I tc3rin_, ?`1lcaria2: -i -0 9-fIC{O io Mrayr n
Okeechobee.Harida 39974-2903 i Publication U�ItS'' -i
Phone: (863)763-3372.eu.9li20 _--_
Fs%: 063)76.3-16N6 \UtiC�s tlailzd. f�
• . . Me
• • - • •
W � S
T()im C O.NPI.FTF.D Bl•C17 Y S7•AFF:
Verified FLUM Designation:_
Verified Zonin>_ Desi-nation: FT -
itlan Ant.ndnient VvIk: KI Laree Scale(LSA)in olvin,oter 10 acres or text zzint..nilnient
E] Small Scale(SSA) 10 Beres or less
Sillall Scale (SS.A) More than 10 but less than 20 acres if the proposed
amendment %%ill ha%c a positive t:ili:i:t in ;titlrc�;sin�: the Ill-Ohlenls tlf lm\•
i,;r capita income. Aloe av-6-rag,: v kgcs. high utternplu%men[. inslabiiii% of
enlpla}mcnt. and-or rnho'r indices of econonlicallv distressed
communities.
APP1.tCANI P1.LA—.t-\O-ll.:
Answer all questions completeh•and accurately. PA!0AL't7rirat a+r(ITe rrsPorJses. If additional space is
ni e&d, nnmi-r and attach :additional .sheets. fh: 'w!:-i m.,nivr of sheets in your application
is:
Subinii 1 lon":1 cop.) chi ihc Compiei►: app;ta-:idon and amendment suppon documentation. including
mays. to 'he Cemral Scrd ices 11,rartment. fifteen (1.51 Copies of any doc:umcnuq over I i X 17 are requited
0.5z l
r�-
1. the tnld<r:i v%%tier or authorized representative. h�!reilr clihnlit this application and the attached
Gad Rem
fuas_ralh ray'G is at`.cs-%ZN:"D%; at i'st3i-ci;- .t `.Exr.'�s71
Applicaton for Comprehensive Plan Amendment
Applicant Blue Spring Holding, LLC - Gad Reggev
Address 10860 SW 25th Street
City Davie State FL Zip 33324
Telephone Number Fax Number E-Mail
954-536-6081 gad4545@gmail.com
Agent*
Steven L. Dobbs
Address
209 NE 2nd Street, Okeechobee, FL 34974
Citv State Zip
863-824-7644 sdobbs@stevedobbsengineering.com
Telephone Number Fax Number E-Mail
Owner(s)of Record
Blue Spring Holding, LLC - Gad Reggev
Address
10860 SW 25th Street, Davie, FL 33324
Cit654-536-6081 State gad4545@gmail.com
Telephone Number Fax Number E-Mail
Name, address and qualification of additional planners, architects, engineers, environmental
consultants, and other professionals providing information contained in this application.
*This will be the person contacted for all business relative to the application.
For questions relating to this application packet,call the General Services Dept. at(863)763-3372,Ext.9824
(July 2021)Page 2 of 7
Applicaton for Comprehensive Plan Amendment
li� • . • - .
A. TYPE: (Check appropriate type)
❑ Text Amendment X❑Future Land Use Map (FLUM)Amendment
B. SUMMARY OF REQUEST (Brief explanation):
TO CHANGE THE FUTURE LAND USE OF THE 54.793 PARCEL
FROM SINGLE FAMILY RESIDENTIAL TO and Multiple Family Residential and Commercial.
The plan is to construct an Multi Family Residential and commercial mini-warehouse for the
renters guest and gen—e—raTpublic.
111. PROPERTY SIZE AND LOCATION OF AFFECTED PROPERTY(for amendments affecting
development potential of property)
A. PROPERTY LOCATION:
1. Site Address: NE 9th Avenue, Okeechobee, FL 34972
2. Property ID#(s): 2-15-37-35-OA00-00003-0000
B. PROPERTY INFORMATION (Note: Property area should be to the nearest tenth of an acre. For
properties of less than one acre,area should be in square feet.)
1. Total Area of Property: 54.793 acres
2. Total Area included in Request:54.793 acres
a. In each Future Land Use(FLU)Category:
(1) 38.0 acres - Multiple Family Residential
(2) 16.793 acres - Commercial
(3)
(4)
b. Total Uplands: 54.793 acres
C. Total Wetlands: 0 acres
For questions relating to this application packet,call the General Services Dept.at(863)763-3372,Ext.9824
(July 2021)Page 3 of 7
Applicaton for Comprehensive Plan Amendment
3. Current Zoning: Holding
4. Current FLU Category: Single Family Residential
5. Existing Land Use: Unimproved
6. Requested FLU Category:Commercial/Multi Family Residential
D. MAXIMUM DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY
Development Type Existing FLU Proposed FLU
Category Category
Residential 54.793 16.793/38.0
Density(DU/Acre) 5 0.5 FARM 0
Number of Units 274 380
Commercial (sq. ft.) --- 365,904
Industrial (sq. ft.) --- ---
IV. AMENDMENT SUPPORTDOCUMENTATION
At a minimum, the application shall include the following support data and analysis. These items are
based on the submittal requirements of the State of Florida, Department of Community Affairs for a
comprehensive plan amendment, and policies contained in the City of Okeechobee Comprehensive
Plan. Staff will evaluate this request based on the support documentation provided by the applicant.
A. GENERAL INFORMATION AND MAPS
Unless otherwise specified, the Applicant must provide the following materials for any
proposed amendment that will affect the development potential of properties. If large
maps are submitted, the Applicant may be required to provide 8.5" x 11" maps for
inclusion in public hearing packets.
1. Wording of any proposed text changes.
2. A map showing the boundaries of the subject property, surrounding street network,
and Future Land Use designations of surrounding properties.
3. A map showing existing land uses (not designations) of the subject property and
surrounding properties.
4. Written descriptions of the existing land uses and how the proposed Future Land Use
designation is consistent with current uses and current Future Land Use designations.
5. Map showing existing zoning of the subject property and surrounding properties.
6. Three (3) CERTIFIED BOUNDARY surveys of the subject property (one no larger
than 11 x 17; scale not less than one inch to 20 feet; North point) containing: date of
survey, surveyor's name, address, and phone number; legal description of subject
property pertaining to the application; computation of total acreage to nearest tenth of
an acre; location sketch of subject property, and surrounding area within one-half mile
radius.
For questions relating to this application packet,call the General Services Dept. at(863)763-3372,Ext.9824
(July 2021)Page 4 of 7
Applicaton for Comprehensive Plan Amendment
7. A copy of the deed(s) for the property subject to the requested change.
vs. An aerial map showing the subject property and surrounding properties.
r 9. If applicant is not the owner, a notarized letter from the owner of the property
authorizing the applicant to represent the owner.
B. ,'PUBLIC FACILITIES IMPACTS
Note: The applicant must calculate public facilities impacts based on a maximum develop-
ment scenario.
1. Traffic Analysis
a. For Small Scale Amendments(SSA)
(1) The Applicant shall estimate of traffic volumes associated with the
proposed change using the most recent edition of Trip Generation
prepared by the Institute of Traffic Engineers and assuming maximum
development potential of the property.
(2) If the proposed Future Land Use change will result in an increase of
100 or more peak hour vehicle trip ends in excess of that which would
result under the current Future Land Use designation, the Applicant
shall attach a Traffic Impact Study prepared by a professional trans-
portation planner or transportation engineer
v/b. For Large Scale Amendments(LSA)
All LSAs shall be accompanied by a Traffic Impact Study prepared by a
professional transportation planner or transportation engineer.
C. Traffic Impact Studies are intended to detena-iine the effect of the proposed
land use change on the city's roadway network and the city's ability to accom-
modate traffic associated with the proposed change over a ten-year planning
period.
d. An inability to accommodate the necessary modifications within the financially
feasible limits of the city's plan will be a basis for denial of the requested land
use change;
2. Provide estimates of demand associated with maximum potential development of the
subject property under the current and proposed Future Land Use designations for
provision potable water, sanitary sewer, and recreation/open space as follows:
a. Potable Water and Sanitary Sewer demand based on:
(1) 114 gallons per person per day (gppd) for residential uses
(2) 0.15 gallons per day per square foot of floor area for nonresidential uses
b. Recreation, and Open Space demand for residential uses of 3 acres per
thousand peak season population.
For questions relating to this application packet,call the General Services Dept.at(863)763-3372,Ext.9824
(July 2021)Page 5 of 7
Applieaton for Comprehensive Plan Amendment
3. Provide a letter from the appropriate agency substantiating the adequacy of the
existing and proposed facilities, to support development resulting from the proposed
change, including:
a. Solid Waste;
b. Water and Sewer;
✓c. Schools.
In reference to above, the applicant should supply the responding agency with the
information from Section's 11 and III for their evaluation, as well as estimates of
maximum population and nonresidential square footage developable under the existing
and proposed Future Land Use categories. The application should include the
applicant's correspondence to the responding agency.
C. ENVIRONMENTAL IMPACTS
Proposed plan amendments shall be accompanied by evidence that the following studies
either have been completed for another permitting agency or are not relevant to the property.
There shall be inventories of:
1. Wetlands and aquifer recharge areas.
2. Soils posing severe limitations to development.
3. Unique habitat.
4. Endangered species of wildlife and plants.
Z5. Floodprone areas.
D. INTERNAL CONSISTENCY WITH THE CITY OF OKEECHOBEE COMPREHENSIVE PLAN
1. Discuss how the proposal affects established City of Okeechobee population
projections.
2. List all goals and objectives of the City of Okeechobee Comprehensive Plan that are
affected by the proposed amendment. This analysis should include an evaluation of
all relevant policies under each goal and objective.
3. Describe how the proposal affects the County's Comprehensive Plan as it relates to
adjacent unincorporated.areas.
4. List State Policy Plan and Regional Policy Plan goals and policies that are relevant to
this plan amendment.
For questions relating to this application packet,call the General Services Dept. at(863)763-3372,Ext.9324
(July 2021)Page 6 of 7
Applicatott fur CumprehensiNe Nir:n:in:vndntettt
E. Jt NI-IFIC'"1TIO\OF PROPOSt:t).a11Etit1�lt\T
Juslifv the proposed amendment based upon sound planning-
principles. Be sllrt•to sup}pc+rt all
conclusions made in this justification with adequate data and analysis.
.gvf c MI
R�af N
i 1--irge Scalc Amendment (! 8A) - j %S4.000.00 plus S30.00 per a `
--
Small Scale Amendment (."A) - ! $S--- plus S.?t�.t�() per acre �
` "Fext Atncudment Flat Fee ; S'.000.00 each
I. Gael Reggev. , certity that t ant the owner or slttl.Esorilcd representative of
the prolva-ty described licrein. tend that all answers to the questions in this application and any
sketches. data, or other supplementary matter attached IU and made a part of this application. are
honest and Irtle to the best of niv kno«icAA,e. and bzlief. 1 also authorize the staff of the City of
Okeechobee to enter upon the property during normal working hours for the purpos4 ofimvestigating
and evaluai�pg(tie request made through this application.
r"
/:V
Signature of U--new r Authorized Agent Date
Gad Reggev
T pcd or Printed Name
S FAIT OF FLORID.%
Cc UNI t'OF
The lilTc o�glll instrument %%us acknowhAmcd before me by mean, of✓Physical presence or __ online
notarization. this da}'of W.IX'" . 20 2( , by a� --- who
is Crionalme r produced gC ttiCnlltic;�tll}t�.
Notary Public Si-mature
LN
STE YJ.�Ijr L t.')BBS`M �1Hn9765�o� EXPrRES:Octo:••ri 1,2t)
For questions relating,to this application packet,call (lie General Vepl,at(863)763-3372,Ext.9824
(Juip 2021)Pale 7 of?
Blue Spring Holdings,LLC
City of Okeechobee Comp Plan Amendment Support Documentation
A. General Information and Maps
Unless otherwise specified,the Applicant must provide the following materials
for any proposed amendment that will affect the development potential of
properties. If large maps are submitted, the Applicant may be required to
provide 8.5"x 11" maps for inclusion in public hearing packets.
1. Wording of any proposed text changes.
None proposed.
2. A map showing the boundaries of the subject property,surrounding street
network, and Future Land Use designations of surrounding properties.
Attached
3. A map showing existing land uses (not designations)of the subject property and
surrounding properties.
Attached
4. Written descriptions of the existing land uses and how the proposed Future
Land Use designation is consistent with current uses and current Future Land
Use designations.
To the north is a parcel that has a Future Land Use(FLU)of Industrial and is
being used as either vacant or Industrial. To the east of this parcel are many
parcels with a mixture of single-family homes, multifamily homes, and mobile
homes all with a FLU of Urban Residential Mixed Use and they are all in
Okeechobee County. To the south there are two types of parcels, the parcels in
River Run Resort, which are FLU Single Family Residential and to the east of
these parcels all have a FLU of Commercial, all the land has a FLU of Single
Family with mostly undeveloped land and a church. To the west there are many
parcels, some undeveloped,but most developed as single-family residences, a
couple of undeveloped parcels, and a church.
The proposed Future Land Use designation is consistent with the current major
developed uses in the area. Existing Commercial Land Use along SR 70 extend
northerly 1,250 feet and will be contiguous to the proposed Commercial Land
Use. The proposed Residential Land Use and future multi-family residences are
considered to be compatible with the River Run Resort residential development of
manufactured homes. The surrounding parcels are vacant or undeveloped.
5. Map showing existing zoning of the subject property and surrounding
properties.
Attached
6. Certified property boundary survey; date of survey; surveyor's name, address
and phone number; and legal description(s) for the property subject to the
requested change.
Attached
7. A copy of the deed(s) for the property subject to the requested change.
Attached
8. An aerial map showing the subject property and surrounding properties.
Attached
9. If applicant is not the owner, a notarized letter from the owner of the property
authorizing the applicant to represent the owner.
N/A
B. Public Facilities Impacts
Note: The applicant must calculate public facilities impacts based on a maximum
development scenario.
1. Traffic Analysis
a. For Small Scale Amendments (SSA)
(1) The Applicant shall estimate of traffic volumes associated
with the proposed change using the most recent edition of
Trip Generation prepared by the Institute of Traffic
Engineers and assuming maximum development potential
of the property.
The existing FLU for the proposed property is 16.8 acres of
Commercial and 38.0 acres of Multi-family Residential.
The maximum density of the FLU Multifamily is 10 units
per acre, which would yield a maximum of 380 units and
1,097,712 SF of commercial. Please see attached traffic
study for local impact.
(2) If the proposed Future Land Use change will result in an
increase of 100 or more peak hour vehicle trip ends in
excess of that which would result under the current Future
Land Use Designation, the applicant shall attach a Traffic
Impact Study Prepared by a professional transportation
planner or transportation engineer.
Please see the attached traffic study.
b. For Large Scale Amendments (LSA)
All LSAs shall be accompanied by a Traffic Impact Study prepare
by a professional transportation planner or transportation
engineer.
Please see attached.
c. Traffic Impact Studies are intended to determine the effect of the
proposed land use change on the city's roadway network and the
city's ability to accommodate traffic associated with the proposed
change over a ten-year planning period.
Acknowledged.
d. An inability to accommodate the necessary modifications within
the financially feasible limits of the city's plan will be a basis for
denial of the requested land use change.
Acknowledged.
2. Provide estimates of demand associated with maximum potential
development of the subject property under the current and proposed Future
Land Use designations for provision potable water,sanitary sewer, and
recreation/open space as follows:
a. Potable water and Sanitary Sewer demand based on:
(1) 114 gallons per person per day (gppd) for residential uses
Assume 2.7 residents per household
Current=274 * 309= 84,666 gpd
Future= 380 * 309= 117,420 gpd
(2) 0.15 gallons per day per square foot of floor area for
nonresidential uses
Current 0 * 0.15 =Ogpd
Future 250,000sf* 0.15 = 37.494 gpd
Current total=84,666 gpd
Future total=79,926 gpd
b. Recreation, and Open Space demand for residential uses of 3 acres
per thousand peak season population.
Commercial projects do not require open space or recreation areas.
For the proposed 38.0 acre proposed Multi-Family Residential Land
Use and future multi-family community, at an average 2.7 people per
household, approximately 1,026 persons will reside in the community.
Approximately 3 acres of recreational area and facilities will be
incorporated into the site planning. Open space will exceed
requirements within the RMF zoning district.
3. Provide a letter from the appropriate agency substantiating the adequacy of
the existing and proposed facilities, to support development resulting from
the proposed change,including:
a. Solid Waste;
Please see attached letter from Waste Management.
b. Water and Sewer:
The impact of the potential FLU change is addressed in the letter
provided by OUA.
c. Schools.
Please see attached letter from Ken Kenworthy, Okeechobee County
School Superintendent with a letter of adequate capacity.
C. Environmental Impacts
Proposed plan amendments shall be accompanied by evidence that the following
studies have been completed for another permitting agency or are not relevant to
the property.
There shall be inventories of:
1. Wetlands and aquifer recharge areas.
Please see the attached wetland map from the US Fish and Wildlife Service.
From this map, there appear to be no wetlands on the subject parcel.
2. Soils posing severe limitations to development
There are two soils present at this site from the attached NRCS Websoil Survey,
there is three soil types on the parcel Floridana, Riviera, and Placid soils,
depressional, Immokalee Fine Sand, 0 to 2 percent slopes, and Myakka Fine Sand,
0 to 2 percent slopes. The depressional soils are in the vicinity of the wetland but
should cause no development limitations.
3. Unique habitat.
This parcel is undeveloped but provides no unique habitat.
4. Endangered species of wildlife and plants.
Since everything around this parcel has been partially developed for many years
and with all the development around it, it does not provide the conducive habitat
for endangered species.
5. Floodprone areas.
According to the attached FIRM panel 12093CO415C and 12093C0480C, the majority of
the parcel is in Flood Zone X, with a 0.2% annual chance of flood hazard, while
approximately 15% is in Zone AE EL 16.
D. Internal Consistency with the City of Okeechobee Comprehensive Plan
1. Discuss how the proposal affects established City of Okeechobee population
projections.
This parcel is currently undeveloped. With the anticipated commercial project,no
adverse impacts to the City population projections are expected. The commercial
project will provide additional facilities to accommodate future increased
population and corresponding supply and demand proposed development in line
with the Cities anticipated growth and concurrency projections. The proposed
Multi-Family Residential Land Use on 38.0 acres with a maximum density of 10
du/ac constitutes an approximate increase in population of 1,026 people, well
below the population projection in the adopted Comprehensive Plan when
combined with existing and other proposed projects.
2. List all goals and objectives of the City of Okeechobee Comprehensive Plan
that are affected by the proposed amendment. This analysis should include
an evaluation of all relevant policies under each goal and objective.
There are no negative effects to the City Comprehensive Plan Amendment
Policies and Objectives from this request. The proposed development will not
change the ability of the city or any other utilities to provide available water,
sewer, or roads. The proposed amendment is consistent with all Concurrency
Management System criteria and maintenance of adopted levels of service.
Specific Goals and Policies include maintenance of Levels of Service per Policy
1.1, consistency with 3.1, Housing Element Goals, Objectives and Policies, and
Recreation and Open Space Element Policies 1.1 regarding facilities within
proposed developments. The Taylor Creek Drainage Basin protection per Policy
6.2 will be followed.
3. Describe how the proposal affects the County's Comprehensive Plan as it
relates to adjacent unincorporated areas.
This project is an undeveloped parcel but will have very limited impact to the
County's Comprehensive plan.
4. List State Policy Plan and Regional Policy Plan goals and policies that are
relevant to this plan amendment.
Since the City's Comprehensive Plan has been found to be consistent with all
state requirements, this application is also consistent with the State Policy Plan
and Regional Policy Plan Goals. Since the major concern as stated in Chapter
163.006(5)(1) is to discourage Urban Sprawl, this application can hardly be
classified as Urban Sprawl since it is simply undeveloped land inside the City
Limits for development or infill, which is the preferred development pattern.
The State and Regional Planning Policies relevant to this amendment include
social, economic and physical growth consistent and compatible to the long-range
guidance outlined in Title XIII, Planning& Development. The Goals, Objectives
and Policies in Chapter 186 regarding Economic Opportunities, Employment, and
overall Community Development are emphasized in this request for amendment
to the Comprehensive Plan to Commercial and Residential. The proposed
amendment to create a development of Commercial and Multi-Family Residential
will support the overall goals of encouraging a mixture of uses and an efficient
pattern of development and for providing affordable housing and low-impact
commercial uses. Land Use, Potable Water and Sewer, and Transportation
Systems outlined in the Policy Plan will be confonning with state and local
requirements and levels of concurrency. Regional goals and policies addressing
economic development and future conditions, trends and market demand are
based on expected population patterns are emphasized as a basis for the
amendment to support this change of land use.
E. Justification of Proposed Amendment
Justify the proposed amendment based upon sound planning principles. Be sure
to support all conclusions made in this justification with adequate data and
analysis.
Proposed Conditions
For the proposed Multi-Family Land Use designation, the maximum development is
approximately 10 Units per acres.
L 1.2.d.
standards. All applicable elements within the City Comprehensive Plan,
specifica;;y
Policies and Objectives, specifically Policy 2.1(d), Commercial, will be adhered
to.
5. Describe how the proposal affects the County's Comprehensive Plan as it
relates to adjacent unincorporated areas.
This project is an undeveloped parcel but will have limited impact to the County's
Comprehensive plan. The proposal will be consistent with Section 8 of the
Okeechobee County Comprehensive Plan, Intergovernmental Coordination
Element, Objective G1 and all applicable Policies.
6. List State Policy Plan and Regional Policy Plan goals and policies that are
relevant to this plan amendment.
Since the City's Comprehensive Plan has been found to be consistent with all
state requirements, this application is also consistent with the State Policy Plan In
addition, the proposal does not contradict consistencies within the State
Comprehensive Plan.
and Regional Policy Plan Goals. Since the major concern as stated in Chapter
163.006(5)(1) is to discourage Urban Sprawl, this application can hardly be
classified as Urban Sprawl since it is simply undeveloped land inside the City
Limits for development or infill, which is the preferred development pattern.
F. Justification of Proposed Amendment
Justify the proposed amendment based upon sound planning principles. Be sure
to support all conclusions made in this justification with adequate data and
analysis.
Proposed Conditions
For the proposed Multi Family Land Use designation, the maximum development is
approximately 10 Units per acres.
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Water and Wastewater Treatment Plants
Based on the information obtained from Okeechobee Utility Authority, the permitted
capacity of the surface water treatment plant is 5.0 rngd with the ground water treatment
plant rated at 1.0 rngd. The wastewater treatment plant permitted capacity is currently
3.0 rngd.
The maximum daily flow of the combined water treatment plant finished water production
is 3.89 rngd for the period of April 2018 through March 2019. The average daily flow of
the wastewater treatment plant is 0.916 mgd of the 3 mgd plant for the same time
period.
Use Measure Rate Gallons per Da
Single Family 274 Units 309 gppd 84,666 gpd-water/sewer
(Existing)
Multiple Family
(Proposed) 380 Units 309 gppd 1]7,420 gpd-water/sewer
Commercial 250,000 sf 0.15 gppd 37,500 gpd-water/sewer
(Proposed) 154,920 gpd-total
70,254 gpd-water/sewer
Net Impact
Water and Wastewater Treatment Plants
Based on the information obtained rorn Okeechobee Utility Authority, the permitted
capacity of the surface water treatment plant is 5.0 rngd with the ground water treatment
plant rated at 1.0 rngd. The wastewater treatment plant permitted capacity is currently
3.0 rngd.
The maximum daily flow of the combined water treatment plant finished water production
is 3.89 rngd for the period of April 2018 through March 2019. The average daily flow of
the wastewater treatment plant is 0.916 rngd of the 3 mgd plant for the same tirne
period.
Police
The nearest City Police station is located at 50 SE 2nd Avenue. No additional Police
stations are scheduled. The existing Police station should be able to maintain its level of
service standard with the proposed amendment given that the project is immediately
adjacent to an existing area already designated for commercial uses. Service availability
from the Police Department will be determined by the local government review.
Fire
The nearest fire station is located at 55 SE 3rd Avenue. No additional fire stations are
scheduled. The existing fire station should be able to maintain its level of service
standard with the proposed amendment given that the project is immediately adjacent to
an existing area already designated for commercial uses. Service availability from the
Fire Department will be determined by the local government review.
Solid Waste
Waste Management operates the regional solid waste landfill. Waste Management has
previously indicated they have a 100-year capacity left in their facility.
Stormwater Management
The project is located in the City of Okeechobee and according to the attached FIRM
panel 12093C0415C and 12093C0480C, the majority of the parcel is in Flood Zone X,
with a 0.2% annual chance of flood hazard, while approximately 15% is in Zone AE EL
16.
There are no wellfields within 1,000 feet of the parcel.
Potential adverse impacts to ground and surface waters will be minimized by
implementation of appropriate erosion control measures during construction in
accordance with the NPDES Generic Permit for Stormwater Discharge from Large and
Small Construction Activities. Erosion control measures that may be implemented
include stabilization practices such as temporary seeding, permanent seeding, mulching,
geotextiles, or sod stabilization; structural practices such as silt fences, earth dikes,
diversions, swales, sediment traps, check dams, or storm drain inlet protection; and
sediment basins.
Stormwater runoff quantity and quality are strictly regulated by the City and the SFWMD
to ensure that pre-development drainage conditions are maintained. The proposed rate
of discharge from the site will be less than or equal to the existing discharge rate from
the site. The discharges off-site will be minimized by on-site detention within the
stormwater management system. The drainage system will be owned, operated and
maintained by the owner. The Stormwater Management System will employ, wherever
practical, a variety of Best Management Practices (BMP). The following are a list of
potential BMP that could be integrated into the Water Management System during the
final design and permitting stage:
• Oil and grease skimmers;
• Environmental swales;
• Minimize "short-circuiting" of pond flow patterns;
• Raised storm inlets in grassed swales;
• Utilize stormwater retention where feasible; and
• Street cleaning and general site maintenance.
Parks and Recreation
Commercial Project, no additional park space required.
Hurricane Preparedness
This project is located outside any project storm surge areas within the City of
Okeechobee. The current Florida Building Code requires impact windows and doors, if
the residents desire to remain in the units, but management will encourage them to
leave.
Miscellaneous Data
Parcel Control Numbers Subject to this Application
2-15-37-35-OA00-00003-0000
Legal Description
Please refer to the attached legal and sketches that comprise this application for future
land use amendment.
2021 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED
!DOCUMENT#L16000070519 Feb 11, 2i121
Entii:y Name: BLUE SPRING HOLDINGS LLC Secretary of State
Current Principal Place of Business: 176153663OCC
10860 SW 25 ST
DAVIE, FL 33324
Current Mailing Address:
10860 SW 25 ST
DAVIE, FL 33324 US
FEI Number: NOT APPLICABLE Certificate of Status Desired: No
Name and address of Current Registered Agent:
CAPETOWN LLC
10860 25 ST
DAVIE,FL 33324 US
The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Authorized Person(s)Detaii
Title MGR
Name CAPETOWN LLC
Address 10860 SW 25 ST
City-State-Zip: DAVIE FL 33324
1 hereby cartily that the information indicated on this report or supplemental report is true and accurate and(hat my electronic signature shall havo the same legal effect as it made under
oath;that 1 am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute furs report as required by Chapter 605,Florida Staiures;and
that my name appears above,or on au auachment with all other ii6e empuwered.
SIGNATURE:ROY REGGEV MGR 02/11/2021
Electronic Signature of Signing Authorized Person(s)Detail Date
2021 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED
DOCUMENT#L 12000020182 veil i 1, 2u2 i
Entity Name: CAPE TOWN LLC Secretary of State
2626966655CC
Current Principal Place of Business:
10860 SW 25 STREET
DAVIE, FL 33324
Current Mailing Address:
10860 SW 25 STREET
DAVIE, FL 33324 US
FEI Number: 45-4674655 Certificate of Status Desired: No
Name and Address of Current Registered Agent:
REGGEV,GAD
10860 SW 25 STREET
DAVIE,FL 33324 US
The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida.
SIGNATURE: GAD REGGEV 02/11/2021
Electronic Signature of Registered Agent Date
Authorized Person(s)Detail
Title MGRM Title MGR
Name REGGEV,ROY Name REGGEV,GAD
Address 10860 SW 25 STREET Address 10860 SW 25 STREET
City-State-Zip: DAVIE FL 33324 City-State-Zip: DAVIE FL 33324
1 hereby certify that the Information indicated on this report or supplemental report is tare and accurate and that my electronic signature shall have the same legal effect as it made under
oath:that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this tepoa as required by Chaprer 605,Florida Sralutesr and
that my nama appears above,or on an attachment with all otherlike empowered.
SIGNATURE:ROY REGGEV MGR 02/11/2021
Electronic Signature of Signing Authorized Person(s)Detail Date
LEGAL DESCRIPTION:
PARCEL: (Pl)
THE SW 1/4 OF THE NE 1/4 AND N 1/2 OF THE NW 1/4 OF THE SE 1/4 SOUTH OF THE SAL RAILROAD
RIGHT-OF-WAY; SW 1/4 OF THE NUJ 1/4 OF THE SE 1./4;THE SE 1/4 OF THE NW 1/4 OF THE SE 1/4;
NORTH 1/2 OF THE NE 1/4 OF THE SW 1/4;AND THE 5 1/2 OF THE NE 1/4 OF THE SW 1/4 LYING EAST OF
TAYLOR CREEK; FRACTIONAL NW 1/4 EAST OF TAYLOR CREEK AND SOUTH OF THE SAL RAILROAD;AND
ALL THAT PORTION OF LAND LOCATED IN THE NE 1/4 OF THE SW 1/4 AND THE SE 1/4 OF THE NW 1/4,
SOUTH OF THE SAL RAILROAD IN SECTION 15,TOWNSHIP 37 SOUTH, RANGE 35 EAST,THAT LIES EAST OF
TAYLOR CREEK IMPROVED CHANNEL AS RECORDED IN PLAT BOOK 3, PAGE 29, PUBLIC RECORDS OF
OKEECHOBEE COUNTY, FLORIDA;
LESS AND EXCEPT THE FOLLOWING PARCEL:(L&E1)
A PORTION OF THE SE 1/4 AND A PORTION OF THE SW 1/4 OF SECTION 15,TOWNSHIP 37 SOUTH,
RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA AND BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE 1/4 CORNER ON THE SOUTH LINE OF SAID SECTION 15, BEAR N 00*10,04" E
ALONG THE 1/4 SECTION LINE A DISTANCE OF 1399.41 FEET TO THE POINT OF BEGINNING.THENCE
BEAR N 89°25'18" E ALONG A LINE 80.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE N
1/2 OF THE S 1/2 OF SAID SECTION 15,A DISTANCE OF 673.21 FEET TO THE EAST LINE OF THE SW 1/4 OF
THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15;THENCE BEAR N 00'11'25"W ALONG THE AFORESAID
EAST LINE A DISTANCE OF 450.00 FEET;THENCE BEAR S 89°25'18" W A DISTANCE OF 873.03 FEET;
THENCE BEAR S 00°IO'04" E A DISTANCE OF 83.36 FEET;THENCE BEAR 5 89°25'18" W A DISTANCE OF
119.60 FEETTO THE EASTERLY SHORE LINE OF TAYLOR CREEK;THENCE BEAR THE FOLLOWING COURSES
IN A SOUTHERLY DIRECTION ALONG THE EASTERLY SHORE LINE OF TAYLOR CREEK AS FOLLOWS:S
36°59'52" E A DISTANCE OF 70.15 FEET;S 26°01'09" E A DISTANCE OF 49.01 FEET;S 20°22'54" E A
DISTANCE OF 24.40 FEET;S 09°48'57" E A DISTANCE OF 23 .52 FEET;S 02°45'22" E A DISTANCE OF 49.28
FEET; S 0°20'24" E A DISTANCE OF 49.34 FEET;S 02°34'03" W A DISTANCE OF 76.66 FEET;S 00°53'25" W
A DISTANCE OF 44.65 FEET;THENCE BEAR N 89°25'18" E A DISTANCE OF 245.92 FEET TO THE POINT OF
BEGINNING.
AND LESS AND EXCEPT THE FOLLOWING PARCEL: (L&E2)
A PARCEL OF LAND LYING IN THE NW 1/4 OF THE SE 1/4 OF SECTION 15,TOWNSHIP 37 SOUTH, RANGE
35 EAST,OKEECHOBEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID NW 1/4 OF THE SE 1/4 OF SECTION 15,THENCE
PROCEED S 89°21'13"W ALONG THE SOUTH LINE OF SAID NW 1/4 OF THE SE 1/4 A DISTANCE OF 70.00
FEET TO THE POINT OF BEGINNING.THENCE CONTINUE S 89°21'13"W ALONG SAID SOUTH LINE A
DISTANCE OF 208.70 FEET;THENCE DEPARTING SAID SOUTH LINE, RUN N 00°20'48"W ALONG A LINE
PARALLEL WITH THE EAST LINE OF SAID NW 1/4 OF THE SE 1/4 A DISTANCE OF 208.70 FEET;THENCE
DEPARTING SAID PARALLEL LINE, RUN N 89-21-13" E A DISTANCE OF 208.70 FEET;THENCE RUN S
00'20'48" E ALONG A LINE PARALLEL WITH AND 70.00 FEET WEST OF(AS MEASURED AT RIGHT ANGLES
TO)THE AFORESAID EAST LINE OF THE NW 1/4 OF THE SE 1/4 OF SECTION 15, A DISTANCE OF 208.70
FEET TO THE POINT OF BEGINNING,
Blue Spring Holdings, LLC
City of Okeechobee Future Land Use Amendment FLU Exhibit
1;.-F.'_`. TRACT"-_��_..�� I t9 � •'—•��—.JI •I_
CSX Railroad
OAS LINE RAILROA
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Subject Property
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LAND USE CLASSIFICATIONS
lot line
SINGLE-FAMILY RESIDENTIAL
MIXED USE RESIDENTIAL
MULTI-FAMILY RESIDENTIAL
COMMERCIAL
INDUSTRIAL
PUBLIC FACILITIES
EASEMENT
RAILROAD CENTERLINE
----•--HOPKINS MEANDER LINE
UNINCORPORATED
Blue Spring Holdings, LLC
City of Okeechobee Future Land Use Amendment Land Use Exhibit
77,Pi
Vacant Industrial:]
rr��Y Y
CSX Railroad
Subject Property
,. xi'. L- 1
—1 ICr > Trailer Park
A
NE 4�h Streetr z a T
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Blue Spring Holdings, LLC
City of Okeechobee Future Land Use Amendment Zoning Exhibit
ST
12 W I
2!1! 11 5 1,3 d2".1 �21 1
WE=11,1011.
ZONING
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LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST
P4 PACE
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SA MITMR ROM
W/ _ SECTION BREAKDOWN & PARENT PARCEL: E
(F) FETn RD SECTION 15;TOWNSHIP 37 SOUTH; RANGE 35 EAST
roj q�mT (SCAM: I INCH=500 FEET) PARENT PARCEL LEGAL DESCRIPTION: ¢ 9sa
,eFl LESS.E.-T I U'm
PARCEL,(Pp
P.aB PONT v ewwu6 ME SW 1/I 0•ME NE I/.AND N'/I.ME Nw I/.DF ME sE o GOON a-I sN N<e
- -1 OF CONNE-CF, RA MOM aNMT-a-w.r.SW./,OF ME Nw I/..THE SE 1/1:WE SE I/.w ME NA'
(n�
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MIA _ BO Sw 1/1 E SA EA51 OF:00 L THAT
r PORTION
O xW D L EAST N WE
H CREEK AND W
(1 DRTA SWAN OF ME SAL RNUpAD;MD All MAT PORINN O LAND LOCATED M THE HE 1/4 OF WE
COV SW 1/1 IN ME SE 1/1 OF ME AW I/..SOJM OF TM:SAL RAMOAD W GECRON II.iONN]NP S
i EcnON 31 MIN.RAAIOC 35 EAST,MAT UES EAST OF U LON OFSE N MN.CHANNEL A5 PECOOE➢
1 b11NSN➢ N RAT BOON 1 PACE 29.POOUC RCCMVS OF ONCE.-CWI1tY,FLOWOA
A RANOE tOGEMG NA9(n)
PP.1 PROPOSE,PAR.I
PP2 PROPOSED PAAO.i 3 a w fh uKin�/• wyiRl�/• w�l[I�/• WE MY 1/2 OF ME SE 1/4 OF ME SW 1/4 W ME NE 1/4.LYING SOM OF ME RALNOM.
PROPOSED LEGAL DESCRIPTION: i 9 SECT
ON 15,MINVIP 3/SON,RANGE 35 REST.O NB(ELCEE CWNTY.FLMO
Ras AHD E.OFPT ME FOROWNC PMCR(WT)
PR O..PAP-I(RES'OM111 APACE AS MOAN CN vlEE1 2)� I � I E A PORT O ME SE 1/4 MO A PMMVN OF ME SW 1/4 OF SC"NN 15.TOMSMP 31 SNM.
�. RANGE 35 CAST,QEEMMEE OONTY,MMA AN BEING DfSCPo6ED A$
FWLOWS:
A PANR O lAM LYING N 3_C1ION 15.i0YM5NP])SOUIM1.NANO SS EASi,QVECXOBEE[OMIT ttORpn; 6 ----_._.-+ -r_.� ---I_ --�------- CCYMxgxC Al ME In OORNER ON 1M SNM 13E O SAp SEcnON I5.BFM N WTO04'E
BEWG NONE PMMq,W.Y DESCPoBEO AS FOLOWR ) ALONG INE I AT WESEG III ME A ON WE O I M R_R TO ME P. . pFQ1 11 THENCE
^ I w I" I I I Y BEAR N BB'25Tp'E ALONG A LONE BOOO'LET-41 O AND WE P.lO ME SNM UME O
COYYFNU'AT ME SWING WAFTER COPoNFR O$Ap SECIMW 1q MExCE NORM OO'14'IS'MST ALONG ME x • I^�• xC I/•/ NE 12TH STREET
/ I u Et In I ME SW/2
1 1°O WEENw a TIE 5Y%4 O SND ROPON IS THENCE BEM x..l fV O
.I LINE O ME EAST HALF Of I.SE-IS..GSTANU O.,.A.FEET TO SNMEAST-N.d- 8 yr I/1 w x�/• I n a/V• w rs�/: �
ME NONMEAST NARifA O MC SWMNSi WAFTER O SAp SECMVF 15 ANp 1M NNi O BFANNI s' 9 w r�/• w w sC V• ALgIG ME AlOMA D EX UUE A C STANU M 13C.00 MET:WE BEAR 5 p9R5'1T W A
MENC SNM p921'12'MST ALONG ME SNM ME OF-I CBMEAST WAFTER.A DISTANCE O M069 . NE 91N STREET I"-"----_ -- I I w+F I/. M MM OF 571W FEET,.ONCE BEM S OOIC01'E A pI-.O 81%FEET;MENCE BEM
FEET TO ME O RiMi-OF-WAY O T M CIIEEN'S IUPROVN WMNM AS REOOPOD W PUT BOON 3. I I G IL.W 'W..SLAKE O IIPO FEET TO ME CAETFNLLY SNONE LION OF IAMB_EN:
PAGE 29,O THE PUBLIC REOORDS OF CNEEMOOEE CONTY,FLORWA:WCNLE NORM 0319'4s EAST Al-I THENCE BEM ME FMTM G CWRSES W A MWEAAY C RECTION NON ME P SIEALY SN0.tE
SA•J CAST.-WAY.A D15T..OF 60.33 FEET TO THE GOInMEST CORNER O RMR RUN RESOtt PLAT. l MZ i/4 R Xi/• a�/1 w��/�/, LONE OF TAYLM CREEK AS TO-,,S Y39'SY E.CII-M W M.:3 MET:5 2.1'O9•E A
SND PUT BEING PCNRDED W PLAT BOON 6 AT PAGE 33.OF-I PUBUG RECORDS O OKEEflD9EE C W,, /1 OF P+VA u I/4 K•/A gSTMCF O 19.q REi:5 20'2Y54'E A gSlAYCE O N.b FEET.S OCIp'S1'E A OISTNpE
RO60A: I °•'/;', I r .a-I1Io.1 O 23.52 FEET.5 02v52Y E A DISTAN:F.OF 40.28 FEET:S 010,24'E A DISTANCE O I.I.
ME FOLLOx;N°QW COPSES ARF MONO THE NVM RUN RESORT BNADANT L(Mvz wLSt ems) I tF+'e O LTA 1 1.S 62'J4'CT W A gST.NCE OF USE MET,S 0033.2T W A OSTMCE O 0.6S FMI
I)MENU xO.RIN 09]I.12'CAST,A dSfANU O 245.23 MET TD SND-1 UNE O 1K-1 NAIf CF "( I WeNM BEM N B9'25'IB'E A OFAME O 11.2 FEEL TO ME HINT OF BEONxMG
SECRON 15; `5�/�%i .�y/�/• Mp LEyg AN IXCEPT ME FOLOMXp PMC6:(LN2)
2)MENU N. BB2O3Y CA51.A OSTMO O 6)122 FTA'E n a
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3)MFNCf SW M OOl6'90'EAST.A ITSTNNCE OF T9.Sp FEEL; '^'/• -- '(� - FO10W'B
8)MENU GLOM 89,:'W MT. DISTANCE OF 135.19 MET M GAp EAST RIQRT-O-WAY OF iAriON w n I/• I Th a`I/' I�R� E NYNFNCE AT ME SWMEASI MILD OF SAD W 1/4 OF ME BE 1/4 M SECTION 15,TBNU
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_---- - / _ w s I/4 3 TO.N FELT TO WE PNANi OF BC WN4NG.-DICE NNIMIE 5 8921'IT w ALONG SAD GOY-WE
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94.95 FEET M ME SWM WQIi-O-NAY WE O SNAP RMAOM;MEICE NORM MB'55'EAST NONG SND - - w w V .1.S°OYO'IS E ALMr ALONE PANLLEL WITH MD i0.00 FEET WEST O(AS MASM.AT a gi
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OF 4>&SE FEET TO ME BF®MWG O A NRYE CONCAVE M ME SWMMST ANG NAIMC A RADIUS OF I I 9 p a o
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1645..-1.THENCE SWAN OOTTIG'CAST.A IFSTAANU O 51.50 FEET TO ME xORMEMT COLxSA O
MOSS LAMS DESrP.9ED W OFONL RECORD SVM 6%AT PACE 1%6 O ME PWUC RECORDS O 9r sw%• »I/YO w EC/• E Y
MERNSEE-,,FLow CA:.EACE MIN B9'2W32'MST ALONG ME NDRM ME a SAD LANDS,A I - C I SURVEYOR'S NOTES: 3 �0ISTMU W 2op.TO MCI TO TM NDAMMST GCOWER CA SND LANDS:MENU SNM W171W EAST ALONG ¢ i
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e WT2'MI,AL0.VG SND SOY.ME.A OSIANCE O 1O)AO MET TO THE POINT O BFONWNC. 1. E LEGAL DE NERI E2WBII IS DATED C ..M. I,2ANNE S.R.]0 2. PLANE C SOWN SM M[OAS_W M xANIE"AND ANE REFEAfaOD N 111E RIXOOA STALE Y,�•I
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" 3$EAST,M ME N 69R1'43'E ANON ALL OTHER BEARINGS ME RFIARVE
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A PAFCR O MD LYW IN SEGnON IS.TOAIP> SWAN NONCE M CAST.MMONOBCE CWNW..RONOA; - O.x(,SEPTEYBEA N.FMI.PAOPpS T IiGAt-.1-ME`BvA °BY BSY.ASSO X"
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MORE PMI1OAApLY DESOM1BE°AE FgLOwS:
cL9eE1f¢AT ME sou.aJMRR coRNEA Of-I.-15.HENCE AMIN am<•rs-W -, 4 ALap ME 3Ouvc PR---AA--1 OTARuo rnW ONCE.WEE GaNrTY PROPMTT APFMA M
MSY M-OF ME EAST IMF OF SAD SEC W 11 A COST-GE ON 131D.4B FEET 10 GO1xEAsr GUMER OFCNFTO AN PEN FLAT. F u
ME AMINEAST WASTER OF WE S WT T WMIFA Of SAD SECVW 15;MENCE NEIM 89ZOJ2•EAST 5,
AIpAL NAGERY SOON HEREON WAS 3STNNED MON ME LMD B ARY INFO 11M SYSTEM
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Official Records File#2020009559 Page(s):5 �!
Sharon Robertson,Clerk of the Circuit Court c&Comptroller
Okeechobee,FL Recorded 10/2/202012:56 PM
Fees: RECORDING$48.00 D DOCTAX PD$28.00
Record and Return to:
Matthew B.Wealcatch,Esq.
4000 Hollywood Blvd.,Suite#725-S
Hollywood,FL 33021
This instrument prepared by:
Matthew B.Wealcatch,Esq.
4000 Hollywood Blvd.,Suite#725-S
Hollywood,FL 33021
Property Appraisers Parcel
Identification(Folio)Nurnber(s):
No.2-15-37-35-OAOO-00002-A000
WARRANTY DEED
(Wherever used herein the terns "first party"and"second party"shall include singular and plural,
heirs,legal representatives,and assigns of individuals,and the successors and assigns of corporations,
and all pronouns and any variations thereof shall be deemed to refer to the masculine, feminine,
neuter,singular or plural wherever the context so admits or requires.)
THIS INDENTURE,made this I day of 2020,BETWEEN,Robert Lee Dennis,
Individually,a single man and Personal Representat, a of the Estate of Freida Wise-Dennis formerly
known as Freida Wise,Daniel L.Brumley,a man, Angela Jewett,a married
woman,and Rebecca Brumley Hampton,a woman, whose post office address is 1590 SW
28 ST.,OKEECHOBEE,FL 34974(collectively party of the first part and/or Grantor),to BLUE SPRING
HOLDINGS LLC,a Florida limited liability company,whose post office address is 10860 SW 25 ST.,DAVIE,
FL 33324(party of the second part).
WITNESSETH,That the said party of the first part,in consideration of the sum of Ten and 00/100 Dollars
($10.00),to it in hand paid by the said party ofthe second part,the receipt whereof is hereby acknowledged,has granted,
bargained,and sold to the said party of the second part,its heirs,successors,and assigns forever,the following described
land,situate,and being in the County of Broward,State of Florida,to-wit:
The West 1/2 of the SE 1/4 of the SW 1/4 of the NE 1/4, lying South of the railroad, Section 15,
Township 37 South, Range 35 West, Okeechobee County, Florida, Less that portion thereof
previously cold to Fred and Carol Walker.
SUBJECT TO:
1. Taxes for the year 2020 and subsequent years,not yet due and payable.
2. Easements, Dedications, Limitations, etc. of record, and zoning ordinances, without, however,
reimposing the same.
** Grantors hereby warrant that at the time of this conveyance,the subject property is not the Grantors'
homestead within the meaning set forth in the constitution of the state of Florida,nor is it contiguous to
or a part of homestead property. Grantors'residence and homestead address are:
Robert Lee Dennis:1590 SW 28th Street,Okeechobee,Florida 34974
And the said party of the first part does hereby fully warrant the title to said land,and will defend the same against the
lawful claims of all persons whomsoever.
IN WITNESS WHEREOF,The said party of the first part has hereunto set its hand and seal the day and year
first above written.
[WITNESSES,SIGNATURES AND NOTARY ACKNOWLEDGMENTS ON FOLLOWING PAGESI
File Num#2020009559 10/2/2020 2 of 5
Signed,sealed and delivered
in the presencef:
P o
v
Print ame:
W' sS#1 By:
0
Print acne: Robert Lee Dennis, Individually
and as Personal Representative of the Estate of
Freida Wise-Dennis formerly known as Freida
Wise
4ri Name: 6 Y�/114f
Witness 2
STATE OF FLORIDA
COUNTY OFQVJ 1, _
The foregoing instrument was acknowledged before me by means of?2physical presence or 0
online notarization,this jq_A day of Q ,2020 by Robert Lee Dennis,Individually and as
Personal Representative of the Estate of Freid p - formerly known as Freida Wise.
ROXANA ALVAREZ MONZO
Notary Public-state of Florida
_a• Commission#cc:57872 TARY P LIC,State of Florida
My Comm.Expires Jul 22,20Z3
Bonded through National Notary Assn. Print Name:
s —
My Commission Expires:_c� �
Personally Known OR _Produced Identification
Type of Identification Produced: —
Q��-a-�a—yl— UlS—C�
2
rile 1' A",
Signed,sealed and delivered
in the presence Of.
rant game: B,
Witness 91 print Name:Daniel L.Brumley
.ram
p Mpe:
rin.ti� .
Witness#2
STATE OF ___--
COUNTY OF r I�
instrument was aclalowiedged before me by trteans of�tysicai presence or Cl
The foregoing 1 LC 2020 by Daniel L.Brumley.
online notarisation,this day of
TAA71 LLOYD (VOTARY PUBLIC
OTA. PURL C,State.Of
cOUNTY OF " t'y STATE Or t_(1L
WYOfdIiiVC, Print Name:
PARK l ---
My Commission Exp es:
MYCOMMISSIONEXPIRES JANUA� p-
personally Known O'R p produced Identification
Type of Identification Produced:
3
File Nuin 4 2020009559 10/2/2020 4 of 5
Signed,sealed and delivered
inMIN
o£
Prurt ame:
Witness By:
1 Print Name:Ann;el .,wett
Print Name:
Witness#2
STATE OF
COUNTY Or C
The foregoing instrument Eras aelmowledged before me by means of Wphysicaf presence or ❑
online notarization,this Z day of (�{efiyG�y? ,2020 by Angela Jewett.
OFFICIAL 69AL
BROOK53 rb4--t?4 ffj@
NOrtAny NOTARY PUBILIC,State of Qt��Q.+'(
Print Name: 00 CorR�ti�,�u31�i`f9:�7g3§� �` L A(l eYt K',''o�,i
MYcW¢01r.8=cwne§Mn ,�'a; My Commission Expires: A4ctl�eh _2 ._2Q21
Personalty Known OR K Produced Identification
Type of Identification Produced: uf'%m 17ylyeA-�5'
4
File Num#2020009559 10/2/2020 5 of 5
Signed,sealed and delivered
in the prese�e�a
Print Name: r L a
Witness#1 By;
k Print Name: Rebecca Brumley Hampton
Print ame: 1 . ro[
Witness#2
STATE OF 'F)6r.je11 t
COUNTY OF 5�. LA c vt-
The foregoing instrument was acknowledged before me by means of dphysical presence or❑
online notarization,this��day of A�,:,,�b ,2020 by Rebecca Brumley Hampton.
n, )-cy,
N TARY PUBLIC,State of
Print Name:
My Commission Expires:
Personally Known OR ]l Produced Identification
Type of Identification Produced:��:�,r�l•`cowu —� - --
•MM'cL•••. JANE L.BROCK
Commission#GG267563
Expires February 12,2023
Boded 71yu Puy Fein lnsurance800-305-7019
5
DWrrcLqc
Official Records Fitc#2019011147 Page(s):3
Sharon Robertson,Clerk of the Circuit Court&Comptroller
Okccchobec,FL Recorded 10/29/201911:52 AM
Fecs:RECORDING S27.00 D DOCTAX PD$0.70
This Instrument Prepared By: .
Tom W.'Conely,III
Conely&Conely,P.A.
Post Office Drawer 1367
Okeechobee,Florida 34973-1367
Property Appraiser's Property ID#
2-15-37-35-OA00-00003-0000
IN THE CIRCUIT COURT FOR
OKEECHOBEE COUNTY,
FLORIDA.
PROBATE DIVISION
CASE NO.2016-CP-51
In re:
Estate of
JAVIER EDUARDO ORDONEZ GARAY,
aW-a JAVIER E. ORDONEZ,
Deceased.
PERSONAL RE PRIESENI'ATIVE'S RELEASE
OF REAL PROPERTY
The undersigned,CONSUELO PATRICIA ORDONEZ TURRIAGO,whose address is Calle
41 #21-34, Bogata, Columbia, as personal representative of the estate of JAVIER EDUARDO
ORDONEZ GARAY,a/k/a JAVIER E.ORDONEZ,deceased,hereby acknowledges that title to the
real property located in Okeechobee County,Florida, owned by the decedent at the time of death,
described as follows:
THE SW 1/4 OF THE NE 1/4 AND N'/z OF THE NW 1/4 OF THE SE 1/4 SOUTH OF
THE SAL RAILROAD RIGHT-OF-WAY;SW 1/4 OF THE NV,71/4 OF THE SE 1/4;THE
SE 1/4 OF THE NW 1/4 OF THE SE 1/4;NORTH V OF THE NE 1/4 OF THE SW 1/4;
AND THE S '/2 OF THE NE 1/4 OF THE SW 1/4 LYING EAST OF TAYLOR CREEK;
FRACTIONAL NW 1/4 EAST OF TAYLOR CREEK AND SOUTH OF THE SAL
RAILROAD;AND ALL THAT PORTION OF LAND LOCATED IN THE NE 1/4 OF THE
SW 1/4 AND THE SE 1/4 OF THE NW 1/4, SOUTH OF THE SAL RAILROAD IN
SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, THAT LIES EAST OF
TAYLOR CREEK IMPROVED CHANNEL AS RECORDED IN PLAT BOOK 3,PAGE
29,PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA;
LESS AND EXCEPT THE FOLLOWING PARCEL:
File Num ff 2019011147 10/29/2019 2 of 3
A PORTION OF THE SE 1/4 AND A PORTION OF THE SW 1/4 OF SECTION IS,
TOWNSHIP 37 SOUTH,RANGE 35 EAST,OKEECHOBEE COUNTY,FLORIDA AND
BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE 1/4 CORNER ON THE SOUTH LINE OF SAID SECTION 15,
BEARN 00010'04"E ALONG THE 1/4 SECTION LINE A DISTANCE OF 1399.41 FEET
. . TO THE POINT OF BEGINNING. THENCE BEARN 89 25'18"E ALONG A LINE'80.00
FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE N%z OF THE S%z
OF SAID SECTION 15,A DISTANCE OF 673.21 FEET TO THE EAST LINE OF THE
S`h' 1/4 OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 15;THENCE BEAR N
000I 1'25"W ALONG THE AFORESAID EAST LINE A DISTANCE OF 450.00 FEET;
THENCE BEAR S 89025'18" W A DISTANCE OF 873.03 FEET; THENCE BEAR S
00010'04"E A DISTANCE OF 83.36 FEET;THENCE BEARS 89025'18"W A DISTANCE
OF 119.60 FEET TO THE EASTERLY S14ORE LINE OF TAYLOR CREEK;THENCE
BEAR THE FOLLOWING COURSES IN A SOUTHERLY DIRECTION ALONG THE
EASTERLY SHORE LINE OF TAYLOR CREEK AS FOLLOWS: S 36°59'52" E A
DISTANCE OF 70.15 FEET;S 26.0 PO "E A DISTANCE OF 49.01 FEET;S 20°22'54"E
A DISTANCE OF 24.40 FEET;S 09°48'57"E A DISTANCE OF 23.52 FEET;S 02*4522"
E A DISTANCE OF 49.28 FEET;S 0°2024"E A DISTANCE OF 49.34 FEET;S 02°34'03"
W A DISTANCE OF 76.66 FEET; S 00°5325" W A DISTANCE OF 44.65 FEET;
THENCE BEAR N 89025'18" E A DISTANCE OF 245.92 FEET TO THE POINT OF
BEGINNING.
AND LESS AND EXCEPT THE FOLLOWING PARCEL:
A PARCEL OF LAND LYING IN THE NW 1/4 OF THE SE 1/4 OF SECTION 15,
TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY,.FLORIDA.
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID NW 1/4 OF THE SE 1/4 OF
SECTION 15,THENCE PROCEED S 89-21'13"W ALONG THE SOUTH LINE OF SAID
NW 1/4 OF THE SE 1/4 A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING.
THENCE CONTINUE S 89021'l3"W ALONG SAID SOUTH LINE A DISTANCE OF
208.70 FEET;THENCE DEPARTING SAID SOUTH LINE,RUNN 00°20'48"W ALONG
A LINE PARALLEL WITH THE EAST LINE OF SAID NW 1/4 OF THE SE 1/4 A
DISTANCE OF 208.70 FEET;THENCE DEPARTING SAID PARALLEL LINE,RUN N
8962VI3"E A DISTANCE OF 208.70 FEET;THENCE RUN S 00020'48" E ALONG A
LINE PARALLEL WITH AND 70.00 FEET WEST OF (AS MEASURED AT RIGHT
ANGLES TO) THE AFORESAID EAST LINE OF THE NW 1.4 OF THE SE 1/4 OF
SECTION 15,A DISTANCE OF 208.70 FEET TO THE POINT OF BEGINNING,
Property Appraiser's Parcel Identification Number 2-15-37-35-OA00-00003-0000(the"Property"),
has been sold,transferred and conveyed by the Personal Representative to Blue Springs Holdings,
LLC,a Florida limited liability company,the personal representative hereby releases the Property
from all rights and powers of the personal representative and acknowledges that the Property is
vested in Blue Springs Holdings,LLC,free of all rights of the personal representative.
File Num 9 2019011147 10/29/2019 3 of 3
IN WITNESS WHEREOF, the undersigned, as personal representative of the'estate of
decedent has executed this instrument on October 28,2019.
Executed in the presence of.
CONSUELO PATRICIA ORDONEZ
TURRIAGO
Personal Representative of the Estate of
Witness's Sig ature JAVIER EDUARDO ORDONEZ GARAY,
,•f5/1 _ a&Ja JAVIER E.ORDONEZ,deeased
Wi ess's Printed Name Calle 41 #21-34,Bogata Columbia
_ t
Witness' S� ature
Witness's Printed Name
STATE OF FLORIDA
COUNTY OF OKEECHOBEE
The foregoing instrument was aelmo,,xrledged before me on October 28, 2019, by
CONSUELO PATRICIA ORDONEZ TURRIAGO, as personal representative of the estate of
JAVIER EDUARDO ORDONEZ GARAY, aWa JAVIER E. ORDONEZ, deceased, who has
produced a passport as proof of identity. /
9
Notary Public,State of Florid,
.�--�...o._...�
EVA MAE CONED
_ My COMMISSION 8 GG 030157 p
, �c EXPIRES:Dee"w 12,2020
' %PQ%•�`•: B W Th.NW.,,y Put&Lhdtrw, s
oFCIRC Official Records Filc#2019011151 Page(s):3
?, Sharon Robertson,ClUk of the Circuit Court&Comptroller
%8,wOkeechobee,FL Recorded 10/29/201911:52 AM
r Fccs:RECORDING S27.00 D DOCTAX PD S2,800.00
This Instrument Prepared By:
TOM W. CONELY, III
CONELY&CONELY,P.A.
Post Office Drawer 1367
Okeechobee,FL 349734367
Property Appraiser's Parcel ID#:
2-15-3 7-3 5-OA00-00003-0000
PERSONAL REPRESENTATIVE'S DEED
THIS INDENTURE, made and entered into this 28'h day of October, 2019, between
CONSUELO PATRICIA ORDONEZ TURRJAGO, as the duly qualified and acting Personal
Representative of the Estate ofJAVIER E.ORDONEZ,deceased,First Party,and BLUE SPRINGS
HOLDING, LLC, a Florida limited liability company, whose address is 10860 SW 25th Street,
Davie,FL 33324,Second Party.
WITNESSETII: That the said First Party, for and in consideration of the suns of TEN
DOLLARS ($10.00) and other good and valuable considerations to her in hand paid by the said
Second Party,the receipt of which is hereby acknowledged,does hereby grant,convey,bargain,and
sell to the said Second Party and its successors and assigns forever,all right,title and interest ofthe
First Party in that certain plot,piece or parcel of land,with the buildings and improvements thereon
erected,situate, lying and being in Okeechobee County,Florida.to-wit:
THE SW 1/4 OF THE NE 114 AND N '/-OF THE NW 1/4 OF THE SE 1/4 SOUTH OF
THE SAL RAILROAD RIGHT-OF-WAY;SW 1/4 OF THE NW 1/4 OF THE SE 114;THE
SE 1/4 OF THE NW 1/4 OF THE SE 1/4;NORTH %OF THE NE 1/4 OF THE SW 1/4;
AND THE S '/OF THE NE 1/4 OF THE SW 1/4 LYING EAST OF TAYLOR CREEK;
FRACTIONAL NW 1/4 EAST OF TAYLOR CREEK AND SOUTH OF THE SAL
RAILROAD;AND ALL THAT PORTION OF LAND LOCATED IN THE NE 1/4 OF THE
SW 1/4 AND THE SE 1/4 OF THE NW 114, SOUTH OF THE SAL RAILROAD IN
SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, THAT LIES EAST OF
TAYLOR CREEK IMPROVED CHANNEL AS RECORDED IN PLAT BOOK 3, PAGE
29,PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA;
LESS AND EXCEPT THE FOLLOWING PARCEL:
A PORTION OF THE SE 1/4 AND A PORTION OF THE SW 1/4 OF SECTION 15,
TOWNSHIP 37 SOUTH,RANGE 35 EAST,OKEECHOBEE COUNTY,FLORIDA AND
BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE 1/4 CORNER ON THE SOUTH LINE OF SAID SECTION 15,
BEARN 00010'04"E ALONG THE 1/4 SECTION LINE A DISTANCE OF 1399.41 FEET
TO THE POINT OF BEGINNING. THENCE BEARN 89025'18"E ALONG A LINE 80.00
FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THEN%:OF THE S
1
File Num#2019011151 10/29/2019 2 of 3
OF SAID SECTION 15,A DISTANCE OF 673.21 FEET TO THE EAST LINE OF THE
SW 1/4 OF THE NW I/4 OF THE SE 1/4 OF SAID SECTION 15; THENCE BEAR N
0001 I'25"W ALONG THE AFORESAID EAST LINE A DISTANCE OF 450.00 FEET;
THENCE BEAR S 89025'18" W A DISTANCE OF 873.03 FEET; THENCE BEAR S
000 10'04"EA DISTANCE OF 83.36 FEET;THENCE BEARS 89025'18"WA DISTANCE
OF 119.60 FEET TO THE EASTERLY SHORE LINE OF TAYLOR CREEK;THENCE
BEAR THE FOLLOWING COURSES IN A SOUTHERLY DIRECTION ALONG THE
EASTERLY SHORE LINE OF TAYLOR CREEK AS FOLLOWS: S 36059'52" E A
DISTANCE OF 70.15 FEET;S 26*01'09"E A DISTANCE OF 49.01 FEET;S 2V22'54"E
A DISTANCE OF 24.40 FEET;S 09°48'57"E A DISTANCE OF 23.52 FEET;S 02°45'22"
E A DISTANCE OF 49.28 FEET;S 0"20'24"E A DISTANCE OF 49.34 FEET;S 02°34'03"
W A DISTANCE OF 76.66 FEET; S 00°5325" W A DISTANCE OF 44.65 FEET;
THENCE BEAR N 89025'18" E A DISTANCE OF 245.92 FEET TO THE POINT OF
BEGINNING.
AND LESS AND EXCEPT THE FOLLOWING PARCEL:
A PARCEL OF LAND LYING IN THE NW 1/4 OF THE SE 114 OF SECTION 15,
TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA.
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID NW 1/4 OF THE SE 1/4 OF
SECTION 15,THENCE PROCEED S 89-21'13"W ALONG THE SOUTH LINE OF SAID
N W 1/4 OF THE SE 1/4 A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING.
THENCE CONTINUE S 89021'13" W ALONG SAID SOUTH LINE A DISTANCE OF
208.70 FEET;THENCE DEPARTING SAID SOUTH LINE,RUN N 0002048"W ALONG
A LINE PARALLEL WITH THE EAST' LINE OF SAID NW 1/4 OF THE SE 1/4 A
DISTANCE OF 208.70 FEET;THENCE DEPARTING SAID PARALLEL LINE,RUN N
89021'13"E A DISTANCE OF 208.70 FEET;THENCE RUN S 00°20'48" E ALONG A
LINE PARALLEL WITH AND 70.00 FEET WEST OF(AS MEASURED AT RIGHT
ANGLES TO) THE AFORESAID EAST LINE OF THE NW 1.4 OF THE SE 1/4 OF
SECTION IS,A DISTANCE OF 208.70 FEET TO THE POINT OF BEGINNING,
TOGETHER with all and singular the tenements, liereditaments and appurtenances
belonging to or in any way appertaining to that real property,subject to all restrictions,reservations
and easements of record, if any,and ad valorem taxes for the current year.
TO HAVE AND TO HOLD,the premises herein granted unto Second Party, the heirs or
successors and assigns of Second Party forever
First Party warrants and covenants that:
1. First Party has not done or suffered anything whereby the premises have been encumbered
in any way whatsoever,except as aforesaid,and
/ 2
File Num#2019011151 10/29/2019 3 of 3
2. The real property described herein was not the homestead of the decedent; that the
decedent resided at 20020 NW 80th Drive,Okeechobee, FL 34972(Parcel No. 1-12-36-33-0010-
00000-0 1 1 0) when he died.
THIS DEED is executed and delivered pursuant to authority vested in said Personal
Representative by virtue of the Order Authorizing Sale of Real Property,filed in that certain Probate
Proceeding in the Circuit Court for Okeechobee County,Florida,entitled"In Re:Estate of JAVIER
EDUARDO ORDONEZ GARAY,a/k/a JAVIER E.ORDONEZ,deceased,and being Probate No.
2016-CP-51 in the files of said Court.
IN WITNESS WHEREOF,the said First Party as personal representative of the estate of
the decedent,has hereunto set her hand and seal the day and year first above written.
Signed,sealed and delivered (�
in the presence of: %�—�-
CONSUELO PATRICIA ORDONEZ
TURRIAGO
Witness's Signature �/ — Calle 41 #21-34
'Eye �RE ��E`� Bogata,Columbia
Witness's name printed
Wtncs� --.-, urc
Witness's name printed
STATE OF FLORIDA
COUNTY OF OKEECHOBEE
The foregoing instrument was acknowledged before me on October 28, 2019, by
CONSUELO PATRICIA ORDONEZ TURRIAGO, as personal representative of the estate of
JAVIER EDUARDO ORDONEZ GARAY, a/k/a JAVIER E. ORDONEZ, deceased, who has
produced a passport as proof of identity.
�w ?
Notary Public, State of Florida
EVAMAECONELY
<, PAY COMMISSION A GG 030157
:;. EXPIRES:December 12,2020
eordedDruNoUryPubwUnOervnirers
3
Blue Spring Holdings, LLC
City of Okeechobee Future Land Use Amendment Aerial Exhibit
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Future Land Use Amendment
Traffic Analysis
Okeechobee NE 9th Avenue
City of Okeechobee, FL
Prepared for:
Blue Spring Holdings, LLC
10860 SW 25th Street
Davie, Florida
Prepared by:
A STATE,OF ��
AL G•\\��
1p_ acKenzie
Engineering & Planning, Inc.
1172 SW 30t1 Street,Suite 500 Digitally signed b
Patin City,FL 34990 g y g y
(772)286-8030 Shaun G MacKenzie
Date: 2021 .09.07
11 :41 :27 -04'00'
193002
September 2021
MacKenzie Engineering and Planning,Inc. Shaun G. MacKenzie P.E.
CA 29013 PE Number 61751
e_ 11Ci<C11Z1C.
i:nginecring 6; Planning, Inc.
EXECUTIVE SUMMARY
MacKenzie Engineering and Planning,Inc.(MEP)was retained to evaluate the changes in
the Future Land Use for the development located at NE 9th Avenue, Okeechobee, FL
(PCN: 2-15-37-35-OAOO-00003-O000). The subject parcel encompasses 54.8 acres. The
applicant proposes to change the future land as follows:
• 38.0 Acres from Single Family Residential to Multi-family residential
• 16.8 Acres from Single Family Residential to Commercial
Future Land Use—Maximum Net Increase in External Trips
The future land use amendment trip generation resulting change is 19,560 daily,469 AM
peak hour(284 in/185 out),and 1,947 PM peak hour(924 in/1,023 out).
The property does not satisfy the Commercial Impacts Large Scale Amendment within the
City of Okeechobee's Comprehensive Plan.
Full development of the 16.8 acre commercial property as a retail use will overburden SR
70 from US 441 to SE 14th Avenue. At time of site application, a traffic analysis will re-
evaluate traffic conditions and development intensity to determine if mitigation is required.
As mitigation,we recommend that the property's Floor to Area Ratio(FAR)be limited to
0.5 to mitigate the future land use intensity of the property. SR 70 is projected to operate
acceptably with the reduction in FAR to 0.5.
If the property develops to its maximum intensity,the projected maximum trips generated
by the property will require connection to or construction of a 2-lane collector or arterial
roadway to connect to the City/regional roadway network. The residential component of
the project can be adequately be supported from a 2-lane residential street. Specific access
to the project will be defined at time of site plan approval.
193002 Pagei
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EnQiuccrng &z Planning, Inc.
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EXECUTIVE SUMMARY.................................................................................................
/
TABLE OF CONTENTS....................................................................................................ii
LIST8P FIGURES............................................................................................................b
LISTO9 TABLES..............................................................................................................ii
INTRODUCTION, ________._________,._..__,__,.__.____
CURRENTDATA..............................................................................................................
FUTURE LAND USE CHANGE ANALYSIS..................................................................Z
7R{p GENERATION_--''--_—__-----------_---'_---''Z
Existing Future Land Use...........................................................................................2
Proposed Future Land Use..........................................................................................2
NetImpact.—''---------.------------.-------------'-3
INTERNAL CAPTURE.....................................................................................................4
PASS-BY TRIP CAPTURE...............................................................................................4
TRAFFIC DISTRIBUTION AND ASSIGNMENT...........................................................4
ROADWAYANALYSIS...................................................................................................j
ALTERNATIVES AND MITIGATION............................................................................5
IMPACT TO LOCAL ROADS..........................................................................................7
CONCLUSION...................................................................................................................
....................................................................................................................A
LIST°~"~� " =~" FIGURES
Figuoal. Site Location Map..............................................................................................l
Figure 2.Traffic Assignment..............................................................................................4
LIST ��
���� " ��" TABLES
Tuh|o (. Future Land Use Trip Generation........................................................................3
Tuhle2. Peak Hour One-Way Roadway Analysis.............................................................5
Table 3. 0.5FAR Future Land Use Trip Generation.........................................................6
Table 4. U.5 FAR Peak Hour Roadway Analysis...............................................................6
i
�. acKelizie
Engineering& Planning, Enc.
INTRODUCTION
A future land use amendment is proposed on 54.8 acres located at NE 9th Avenue, Okeechobee,
FL(PCN:2-15-37-35-OA00-00003-0000).
The future land use(FLU)amendment traffic analysis will examine the impacts of changing 54.8
acres of Single Family to 38.0 acres of multi-family residential and 16.8 acres of commercial.The
proceeding analysis will examine the ability of the existing roadway network to accommodate the
increased demand and the future roadway network to accommodate the increased demand.
Figure 1. Site Location Map
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193002
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Engineering& Planning, Inc.
CURRENT DATA
The information contained below was used to develop the foregoing future land use traffic analysis.
• Trip Generation, 10"'Edition(ITE report)
• Comprehensive Plan
FUTURE LAND USE CHANGE ANALYSIS
Trip Generation
The study uses trip generation rates for Single Family(ITE Land Use 210—Single Family Detached
Housing), Multi-Family(ITE Land Use 220—Multi-family low rise) and Commercial(ITE Land
Use 820- Shopping Center)published in the Institute of Transportation Engineers' (ITE) report,
Trip Generation(10th Edition).The proposed development plan consists of the following:
Existing Future Land Use
• 219 DU Single Family(ITE Land Use 210)(54.8 Ares x 4 DUs per Acre)
The existing FLU is expected to generate the following net external trips and driveway trips:
• 2,139 daily, 160 AM peak hour(40 in/120 out),and 216 PM peak hour(136 in/80 out)
Proposed Future Land Use
The proposed future land uses the most intense reasonable maximum development scenario based
on the existing land development regulations. This scenario uses multi-floor shopping center use
and results in an estimated floor to area ratio of 1.5. Therefore,based on the 16.8 acres use change
the maximum expected intensity with respect to traffic is square feet.
• 1,097,712 SF Commercial(ITE Land Use 820)(16.8 x 43,561 x 1.5 Floor Area Ratio)
• 380 multi-family homes(TTE Land[1se 820)(38.0 x 10)
The proposed FLU is expected to generate the following net external trips:
• 21,699 daily,629 AM peak hour(324 in/305 out),and 2,163 PM peak hour(1,060 in/1,103
out).
193002 Page 2
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Engineering<< Planning, Inc.
Net Impact
The difference between the maximum trip generation potential of the existing future land use and
the proposed future land use was examined to determine the maximum(worst case/conservative)
impact to the existing and future roadway network. Table 1 displays the resulting trip generation.
The resulting net external trips change is:
• 19,560 daily,469 AM peak hour(284 in/185 out),and 1,947 PM peak hour(924 in/1,023
out).
Table 1. Future Land Use Trip Generation
Land Use intensity Daily AM Peak Hour I PM Peak Hour
Trips Total In Out I Total In Out
Existing FLU Traffic
Single Family Detached 219 DU 2,139 160 40 120 216 136 80
Proposed FLU Traffic
Shopping Center 1,097.712 1000 SF 30,659 701 435 266 3,199 1,536 1,663
Multifamily Housing(Low-Rise) 380 DU 2,832 170 39 131 1 194 122 72
Subtotal 33,491 871 474 397 3,393 1,658 1,735
Internal Capture AM PM
Shopping Center 0.3% 2.7% 824 2 1 1 86 30 56
Multifamily Housing(Low-Rise) 1.2% 44.3% 824 2 1 1 86 56 30
Subtotal 0.5% 5.1% 1,648 4 2 2 172 86 86
Pass-By Traffic
Shopping Center 34.0% 10,144 238 148 90 1,058 512 546
NET PROPOSED TRIPS 21,699 629 324 305 2,163 1,060 I,103
NET CHANGE IN TRIPS(FOR THE PURPOSES OF FUTURE
LAND USE CHANGE) 19,560 469 284 185 1,947 924 1,023
Note: Trip generation was calculated using the following data:
ITE Pass-by AM Peak Hour PM Peak Hour
Land Use Code Unit Daily Rate Rate in/out Rate in/out Equation
Shopping Center 820 1000 SF Ln(T)=0.68 Ln(X)+5.57 34% 62/38 T=0.5(X)+ 48/52 Ln(T)=0.74
151.78 Ln(X)+2.89
Single Family Detached 210 DU Ln(T)=0.92 Ln(X)+2.71 0% 25175 T=0.71(X)+ 63/37 Ln(T)=0.96
4.8 Ln(X)+0.2
Multifamily Housing(Low 220 DU T=7.56(X)+-40.86 0o�a 23177 Ln(T)=0.95 63/37 Ln(T)=0.89
Rise) Ln(X)+-0.51 Ln(X)+-0.02
193002 Page 3
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1--ngincering& Planning, Inc.
Internal Capture
Internal capture is projected at 0.5 and 5.1 percent for AM and PM peak hour conditions,
respectively.
Pass-bv Trip Capture
Pass-by rate is 34 percent for the commercial use based on ITE's report, Trip Generation Handbook
(jrdEdition).
TRAFFIC DISTRIBUTION AND ASSIGNMENT
Traffic distribution and assignment was determined using engineering judgment,trip lengths based
on the uses and from a review of the roadway network. The project assignment is illustrated in
Figure 2.The overall distribution is summarized by general directions and is depicted below:
EAST - 28 percent
WEST - 70 percent
NORTH - 2 percent
Figure 2.Traffic Assignment
US 441 A
�f fl
28%
70%
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Engineering& Planning, Inc.
R®ADWA Y ANALYSIS
Existing traffic volumes were obtained from FDOT traffic count stations.The counts were adjusted
to peak season conditions using FDOT's peak season adjustment factors. The total volumes were
developed by adding background traffic volume plus FLU trips. The level of service capacity is
based on Florida Department of Transportation's Quality/Level of Service Handbook. The
projected total traffic volumes were compared to the service volume on each respective roadway
segment to determine if each roadway segment is projected to operate acceptably.
As shown in Table 2, SR 70(NE Park St)is projected to be over capacity if the property develops
as a retail use at maximum intensity from US 441 to NE 14"'Avenue.Because the road is projected
to fail,alternative mitigation is required.
Table 2. Peak Hour One-Way Roadway Analysis
Num LOS Percent Existing Peak Background Total Traffic Meets
Capacity
Roadway of Capacity
sign FLU Trips Hour Volume Traffic Volume Volume Standard?
From To Lanes ment NB/EB SB/�VB NB/EB SB/wB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
SR 70(NE Park St)
US441 NE 141hAve 4LD 1,630 70% G47 71G 1,068 978 1,260 1,154 1,907 1,870 No No
NE 14thAve SR710 4LD 1,630 28% 28G 259 1,075 968 1,269 1,142 1,555 1,401 Yes Yes
ALTERNATIVES AND MITIGATION
The location of the property and existing access connections will not allow development of the 16.8
acres at a 1.5 FAR. Should the property develop at the maximum intensity, then transportation
concurrency will limit the development potential or mitigation will be required which could include
road mitigation will be required which could include road improvements or alternative roadway
connections. Alternatively,the comprehensive plan amendment could limit the maximum FAR on
the property to 0.5,which would mitigate the potential issue by limiting the maximum development
allowed on the property.
An analysis of the property at 0.5 FAR for the commercial areas results in the 365,904 SF
Commercial land use(16.8 x 43,561 x 0.5 Floor Area Ratio). There is no change to the residential
land use. The reduced trip generation is shown in Table 3 and the reduced impact roadway analysis
is shown in Table 4.
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acKerl7ie
Enginecring& Planning, Inc.
Table 3. 0.5 FAR Future Land Use Trip Generation
Land Use Intensity Daily AM Peak Hour PM Peak Hour
Trips Total In I Out Total In Out
Existing FLU Traffic
Single Family Detached 219 DU 2,139 160 40 120 216 136 80
Proposed FLU Traffic
Shopping Center 365.904 1000 SF 14,525 335 208 127 1,419 681 738
Multifamily Housing(Low-Rise) 380 DU 2,832 170 39 131 194 122 72
Subtotal 17,357 505 247 258 1,613 803 810
Internal Capture AM PM
Shopping Center 0.6% 6.1% 824 2 1 1 86 30 56
Multifamily Housing(Low-Rise) 1.2% 44.3% 824 2 1 1 86 56 30
Subtotal 0.8% 10.7% 1,648 4 2 2 172 86 86
Pass-By Traffic
Shopping Center 34.0% 4,658 113 70 43 453 221 232
NET PROPOSED TRIPS 11,051 388 175 213 988 496 492
NET CHANGE IN TRIPS(FOR THE PURPOSES OF FUTURE 8,912 228 135 93 772 360 412
LAND USE CHANGE)
Note: Trip generation was calculated using the following data:
RE Pass-by AM Peak Hour PM Peak Hour
Land Use Code Unit Daily Rate Rate in/out Rate in/out Equation
Shopping Center 820 1000 SF Ln(T)=0.68 Ln(X)+5.57 34% 62/38 T 151.78 0. + 48152 Ln X)+0.74
2.89
Single Family Detached 210 DU Ln(T)=0.92 Ln(X)+2.71 0% 25/15 T=0.71(X)+ 63/37 Ln(T)=0.96
4.8 Ln(X)+0.2
Multifamily Housing(Low 220 DU T=7.56(X)+-40.86 0% 23/77 Ln(T)=0.95 63/37 Ln(T)=0.89
Rise) Ln(X)+-0.51 Ln(X)+-0.02
Table 4. 0.5 FAR Peak Hour Roadway Analysis
Num LOS Caacit'D' Percent FLU Trips Existing Peak Background Total Traffic Meets
Roadway of Assign p Hour Volumc Traffic Volumc Volume Standard?
From To Lanes py ment N'B/EB SB/WB NB/EQ SB/WB NB/EB SB/WQ NB/EB SB/WB NB/EB SB/WB
SR 70(NE Park St)
US 441 NE 14ih Ave 41,13 1,630 70% 252 288 1,068 978 1,260 1,154 1,512 1,442 Yes Yes
NE 14th Ave SR 710 4LD 1 1,630 1 28% 1 115 1 101 i.1,075 968 1,269 1,142 1,384 1,243 Yes Yes
As shown in Table 4, SR 70 is projected operate acceptably if the commercial FAR is limited to
0.5,which equates to 365,904 SF of building at-ea.
193002
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Engineering & Planning. Inc.
IMPACT TO LOCAL ROADS
If the property develops to its maximum intensity,the projected maximum trips generated by the
property will require connection to or construction of a 2-lane collector or arterial roadway to
connect to the City/regional roadway network. Residential streets do not have a specified capacity.
However,we recommend daily trips limits on residential streets between 1,000 and 3,000 based on
other studies that examine quality of life. Therefore,the residential component of the project can
be adequately be supported from a 2-lane residential street. Specific access to the project will be
defined at time of site plan approval.
I93002 Page 7
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1_nginccring& Planning, Inc.
CONCLUSION
MacKenzie Engineering and Planning, Inc. (MEP) was retained to evaluate the changes in the
Future Land Use for the development located at NE 9th Avenue, Okeechobee, FL (PCN: 2-15-37-
35-OAOO-00003-0000).The subject parcel encompasses 54.8 acres.The applicant proposes to change
the future land as follows:
• 38.0 Acres from Single Family Residential to Multi-family residential
• 16.8 Acres from Single Family Residential to Commercial
Future Land Use—Maximum Net Increase in External Triys
The future land use amendment trip generation resulting change is 19,560 daily,469 AM peak hour
(284 in/185 out),and 1,947 PM peak hour(924 in/1,023 out).
The property does not satisfy the Commercial Impacts Large Scale Amendment within the City of
Okeechobee's Comprehensive Plan.
Full development of the 16.8 acre commercial property as a retail use will overburden SR 70 from
US 441 to SE 14th Avenue. At time of site application, a traffic analysis will re-evaluate traffic
conditions and development intensity to determine if mitigation is required. As mitigation, we
recommend that the property's Floor to Area Ratio(FAR) be limited to 0.5 to mitigate the future
land use intensity of the property. SR 70 is projected to operate acceptably with the reduction in
FAR to 0.5.
If the property develops to its maximum intensity, the projected maximum trips generated by the
property will require connection to or construction of a 2-lane collector or arterial roadway to
connect to the City/regional roadway network. The residential component of the project can be
adequately be supported from a 2-lane residential street. Specific access to the project will be
defined at time of site plan approval.
193002
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COUNTY: 91
STATION: 0007
DESCRIPTION: SR 70, WEST OF SR 710/EAST OF OKEECHOBEE
START DATE: 08/07/2019
START TIME: 1100
---------------------------------------------------------------------------------------
DIRECTION: E DIRECTION: W COMBINED
TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL
---------------------------------------------------------------------------------------
0000 27 25 17 18 87 24 18 11 13 66 153
0100 11 15 15 12 53 12 15 16 9 52 105
0200 10 8 9 10 37 9 9 12 6 36 73
0300 11 14 12 20 57 9 6 20 21 56 113
0400 21 27 28 42 118 11 19 31 39 100 218
0500 67 71 82 128 348 40 51 55 79 225 573
0600 157 191 177 145 670 95 117 93 180 485 1155
0700 164 154 157 157 632 160 183 240 291 874 1506
0800 148 148 129 121 546 232 205 202 208 847 1393
0900 128 138 118 163 547 187 177 186 170 720 1267
1000 150 150 137 149 586 149 192 170 141 652 1238
1100 188 184 161 165 698 177 193 187 180 737 1435
1200 203 176 211 218 808 180 165 200 202 747 1555
1300 194 198 198 174 764 175 186 177 180 718 1482
1400 213 186 197 180 776 200 165 173 177 715 1491
1500 210 185 211 179 785 163 179 178 204 724 1509
1600 222 255 238 283 998 214 234 228 228 904 1902
1700 257 270 265 204 996 238 248 236 215 937 1933
1800 189 187 202 146 724 215 209 184 170 778 1502
1900 154 149 152 127 582 139 146 109 117 511 1093
2000 132 122 117 109 480 115 117 96 88 416 896
2100 100 84 68 62 314 69 73 56 50 248 562
2200 54 52 43 40 189 51 48 41 34 174 363
2300 37 38 24 24 123 27 25 23 33 108 231
---------------------------------------------------------------------------------------
24-HOUR TOTALS: 11918 11830 23748
---------------------------------------------------------------------------------------
PEAK VOLUME INFORMATION
DIRECTION: E DIRECTION: W COMBINED DIRECTIONS
HOUR VOLUME HOUR VOLUME HOUR VOLUME
A.M. 700 632 730 968 730 1578
P.M. 1645 1075 1645 950 1645 2025
DAILY 1645 1075 730 968 1645 2025
TRUCK PERCENTAGE 14.91 14.72 14.81
----------------------------------------------------------------------------------------------------------
CLASSIFICATION SUMMARY DATABASE
DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL
E 24 6765 3352 6 540 103 25 387 682 30 0 1 3 0 0 1777 11918
W 32 6723 3334 7 557 117 13 343 676 21 2 0 5 0 0 1741 11830
---------------------------------------------------------------------------------------------------------
1,075 x 1.18=1,269
GENERATED BY SPS 5.0.49P 968 x 1.18=1,142
COUNTY: 91
STATION: 5012
DESCRIPTION: SR 70, EAST OF SR 15/700/US 98/441
START DATE: 08/07/2019
START TIME: 1200
---------------------------------------------------------------------------------------
DIRECTION: E DIRECTION: W COMBINED
TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL
---------------------------------------------------------------------------------------
0000 30 25 17 16 88 25 19 11 14 69 157
0100 11 16 13 13 53 12 15 14 10 51 104
0200 9 7 10 8 34 10 9 9 7 35 69
0300 12 11 12 18 53 8 6 20 22 56 109
0400 23 27 26 42 118 10 19 30 43 102 220
0500 65 71 81 138 355 38 53 58 77 226 581
0600 159 201 178 141 679 96 119 109 172 496 1175
0700 161 163 150 170 644 165 183 234 295 877 1521
0800 145 150 125 124 544 244 205 222 195 866 1410
0900 136 126 123 162 547 193 182 172 180 727 1274
1000 149 151 146 152 598 151 184 171 148 654 1252
1100 150 191 162 174 677 159 188 165 189 701 1378
1200 206 181 213 224 824 194 169 204 213 780 1604
1300 210 204 193 180 787 173 185 176 180 714 1501
1400 203 185 198 194 780 191 175 167 182 715 1495
1500 203 189 216 179 787 172 172 189 212 745 1532
1600 234 252 245 266 997 200 241 239 219 899 1896
1700 268 266 268 209 1011 246 257 219 222 944 1955
1800 209 184 201 148 742 224 204 186 171 785 1527
1900 152 154 153 128 587 138 149 110 110 507 1094
2000 145 128 116 116 505 113 122 89 94 418 923
2100 99 78 75 63 315 70 71 59 50 250 565
2200 53 53 42 44 192 51 45 37 36 169 361
2300 31 42 23 24 120 28 25 23 30 106 226
---------------------------------------------------------------------------------------
24-HOUR TOTALS: 12037 11892 23929
---------------------------------------------------------------------------------------
PEAK VOLUME INFORMATION
DIRECTION: E DIRECTION: W COMBINED DIRECTIONS
HOUR VOLUME HOUR VOLUME HOUR VOLUME
A.M. 700 644 730 978 730 1593
P.M. 1645 1068 1630 961 1645 2009
DAILY 1645 1068 730 978 1645 2009
TRUCK PERCENTAGE 16.08 16.73 16.40
----------------------------------------------------------------------------------------------------------
CLASSIFICATION SUMMARY DATABASE
DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL
E 39 6278 3785 23 694 99 22 409 656 27 0 1 4 0 0 1935 12037
W 35 6040 3828 17 800 105 14 329 686 35 1 0 2 0 0 1989 11892
----------------------------------------------------------------------------------------------------------
1,068 x 1.18=1,260
GENERATED BY SPS 5.0.49P 978x 1.18=1,154
2019 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL
CATEGORY: 9100 OKEECHOBEE CNTYWIDE
MOCF: 0.93
WEEK DATES SF PSCF
1 02/01/2019 - 01/05/2019 1.02 1.10
2 01/06/2019 - 01/12/2019 1.01 1.09
3 01/13/2019 - 01/19/2019 1.00 1.08
4 01/20/2019 - 01/26/2019 0.98 1.05
* 5 01/27/2019 - 02/02/2019 0.95 1.02
* 6 02/03/2019 - 02/09/2019 0.92 0.99
* 7 02/10/2019 - 02/16/2019 0.89 0.96
* 8 02/17/2019 - 02/23/2019 0.90 0.97
* 9 02/24/2019 - 03/02/2019 0.90 0.97
*10 03/03/2019 - 03/09/2019 0.90 0.97
*12 03/17/2019 - 03/23/2019 0.92 0.99
*13 03/24/2019 - 03/30/2019 0.93 1.00
*14 03/31/2019 - 04/06/2019 0.94 1.01
*15 04/07/2019 - 04/13/2019 0.95 1.02
*16 04/14/2019 - 04/20/2019 0.97 1.04
*17 04/21/2019 - 04/27/2019 0.98 1.05
18 04/28/2019 - 05/04/2019 0.99 1.06
19 05/05/2019 - 05/11/2019 1.01 1.09
20 05/12/2019 - 05/18/2019 1.02 1.10
21 05/19/2019 - 05/25/2019 1.04 1.12
22 05/26/2019 - 06/01/2019 1.06 1.14
23 06/02/2019 - 06/08/2019 1.07 1.15
24 06/09/2019 - 06/15/2019 1.09 1.17
25 06/16/2019 - 06/22/2019 1.09 1.17
26 06/23/2019 - 06/29/2019 1.10 1.18
27 06/30/2019 - 07/06/2019 1.11 1.19
28 07/07/2019 - 07/13/2019 1.11 1.19
29 07/14/2019 - 07/20/2019 1.12 1.20
30 07/21/2019 - 07/27/2019 1.11 1.19
31 07/28/2019 - 08/03/2019 1.11 1.19
32 08/04/2019 - 08/10/2019 1.10 1.18
33 08/11/2019 - 08/17/2019 1.09 1.17
34 08/18/2019 - 08/24/2019 1.09 1.17
35 08/25/2019 - 08/31/2019 1.09 1.17
36 09/01/2019 - 09/07/2019 1.09 1.17
37 09/08/2019 - 09/14/2019 1.08 1.16
38 09/15/2019 - 09/21/2019 1.08 1.16
39 09/22/2019 - 09/28/2019 1.06 1.14
40 09/29/2019 - 10/05/2019 1.04 1.12
41 10/06/2019 - 10/12/2019 1.02 1.10
42 10/13/2019 - 10/19/2019 1.00 1.08
43 10/20/2019 - 10/26/2019 0.98 1.05
44 10/27/2019 - 11/02/2019 0.97 1.04
45 11/03/2019 - 11/09/2019 0.96 1.03
46 11/10/2019 - 11/16/2019 0.95 1.02
47 11/17/2019 - 11/23/2019 0.96 1.03
48 11/24/2019 - 11/30/2019 0.98 1.05
49 12/01/2019 - 12/07/2019 0.99 1.06
50 12/08/2019 - 12/14/2019 1.00 1.08
51 12/15/2019 - 12/21/2019 1.02 1.10
52 12/22/2019 - 12/28/2019 1.01 1.09
53 12/29/2019 - 12/31/2019 1.00 1.08
* PEAK SEASON
14-FEB-2020 15:39:20 830UPD 1 9100 PKSEASON.TXT
Generalized Peak Hour Directional Volumes for Florida's
TABLE 7 Urbanized Areas'
12/18/12
6 -- -----
STATE SIGNALIZED ARTERIALS
FREEWAYS
b Lanes B C D E
Class 1(40 mph or higher posted speed limit) 2 2,260 3,020 3,660 3,940
Median B C D E
Lanes Me 3 3,360 4,580 5,500 6,080
I Undivided 830 880
4 4,500 6,080 7,320 8,220
2 Divided 1.910 2,000
** 5 5,660 7,680 9,220 10,360
,940 3,020 12,500
3 Divided 2 6 7,900 10,320 12,060
4 Divided 3,970 4,040
rl
Class H(35 mph or slower posted speed limit) Freeway Adjustments
is.! Ram
Lanes Median B C D Auxiliary p
I Undivided 370 750 800 I'll Lane Metering
+1,000 +5%
2 Divided 730 1,630 1,700
3 Divided 1,170 2,520 2,560
_
4 Divided 1,610 3,390 3,420 J
Non-State Signalized Roadway Adjustments
(Alter corresponding state volumes lYl
by the indicated percent.)
Non-State Signalized Roadways -10%
Median&Turn Lane Adjustments
UNINTERRUPTED FLOW HIGHWAYS
Exclusive Exclusive Adjustment
i4. Lanes Median B C D E
I Lanes Median Left Lanes Right Lanes Factors
I'I I Undivided 420 840 1,190 1,640
1 Divided Yes NO +5%
3,240 3,590
-20% 2 Divided 1,810 2,560
I Undivided No No p
Multi Undivided Yes No -5% 3 Divided 2,720 3,840 4,860 5,380
Multi Undivided No No -25%
Yes +5% Uninterrupted Flow Highway Adjustments
Lanes Median Exclusive left lanes Adjustment factors
Adjustment Divided Yes +5%
One-Way Facility I
M1 -5%
Multiply the corresponding directional ,ki Multi Undivided Yes
volumes in this table by 1.2
Multi Undivided No -25%
BICYCLE MODE2 Values shown are 11 rcscriml its peak hour directional volumes for levels or service and
arc fill.the:Into olob i le 4v lie it Insist"unless specifically stated.This tulle does not
(Multiply motorized vehicle volumes shown below by number of ji��
onsiltote it standard and should be used olliv lbr gellcull planning applications'The
directional roadway lanes to determine t%vo-way maximum service
collipmer model;lloo,which this t;,b1c is derived should be used!'or more specific
rlic lLl)lc I
volumes.) p1tismille,applications. till Lie,iN.illg coloplite,models should not be used for
refined techniquesCalculations tire
corridor or de-4i0n,Wisest!mare
Paved Shoulder/Bicycle bused on planting:till)lica t io its 0(ti I e I i istilway Capacity\hl till a I and 111 e*h-ans it
Lane Coverage B C D E capacity and(_lualils ol'Setvize'Mal"W1.
0-49% 150 390 1,000 1 Level'itservice lbr the bicycle all(l ped-o-itin modes is,1111-4 Ittillo k based Oo Ill-Inbcs'
50-84% 110 340 1,000 >1 000 ofniotorizcd vclt,c llot iftoifficr ol'bic)-cli,,ls or pelicsti ians using[Ile fitclilly.
85-100% 470 1,000 >1,000 1 Inici per hour jlloN%ll arc c,111N(bi the peak hour in thesinlic directi-nofilic Isig"11c,liallic
i PEDESTRIAN MODE2 flow,
(Multiply motorized vehicle volumes shown below by number of i
0 Cannot be achieved using table input value defaults.
directional roadway lanes to determine two-way maximum service
"1: **Not applicable for that level orservice letter grade.For
volumes.) id:
1 •
volumes gi catel diall level ,I service 1)becomeF because capacities have
Sidewalk Coverage B C D beets I caclicil.For the hi�vcle olo&,tile level orset vice loner grade(including F)is ,tit
1:-i it itievahle 1,eeausc ilicic"I't list 111axinlitill vehicle volume threshold using table input
0-49% 140 480
50-84% 80 440 800
85-100% 200 540 880 >1,000
BUS MODE (Scheduled Fixed Route)" II
(Buses in peak hour in peak direction)
Source:
Sidewalk Coverage B C D E Florida Department ofTrausportation
systems planning office
0-84% >5 >4 >3 2
85-100% >4 2!3 :>2
2012 FDOT QUALITVLEVEL OF SERVICE HANDBOOK TABLES
Land Use: 210
Single-Family Detached Housing
Description
Single-family detached housing includes all single-family detached homes on irdividuai lots.A typical
site surveyed is a suburban subdivision.
Additional Data
The number of vehicles and residents had a high correlation with average weekday vehicle trip ends.
The use of these variables was limited, however.because the number of vehicles and residents
was often difficult to obtain or predict.The number of dwelling units was generally used as the
independent variable of choice because it was usually readily available,easy to project, and had a
high correlation with average weekday vehicle trip ends.
This land use included data from a wide variety of units with different sizes,price ranges,locations,
and ages.Consequently, there was a wide variation in trips generated within this category.Other
factors, such as geographic location and type of adjacent and nearby development, may also have
had an effect on the site trip generation.
Single-family detached units had the highest trap generation-rate per dwelling unit of al residential
uses because they were the largest units in size and had more residents and more vehicles per unit
than other residential land uses;they were generally located farther away from shopping centers,
employment areas,and other trip attractors than other residential land uses,and they generally had
fewer alternative modes of transportation available because they were typically not as concentrated
as other residential land uses.
Time-of-day distribution data for this land use are presented in Appendix A. For the six general
urban/suburban sites with data,the overall highest vehicle volumes during the AM and P.10 on a
weekday were counted between 7:15 and 8.15 a.m_and 4:00 and 5.00 p.m.,respectively. For the
two sites with Saturday data,the overalf highest vehicle volume was counted between 3:00 and 4.00
p.m. For the one site with Sunday data, the overall highest vehicle volume was counted between
10:15 and 11:15 a.m.
The sites were surveyed in the 1980s,the 1990s,the 2000s, and the 2010s in California,
Connecticut, Delaware, Illinois, Ind±ana,Maryland, Minnesota, Montana, New Jersey,North Carolina,
Ohio, Oregon, Pennsylvania, South Carolina,South Dakota,Tennessee,Vermont,and Virginia.
Source Numbers
100, 105, 114, 126, 157, 167, 177, 197,207,211,217,267,275,293,300,319.320,356, 357, 367,
384,387,407,435, 522,550,552,579,598,601,603,614,637, 711. 716, 720, 728, 735,868, 903,
925,936
�� Trip Gener-lion Manual 101n'edition•Vo!�.-me 2:Data•Residential ILand Lises 200-2991 1
Single-Family Detached Housing
(210)
Vehicle Trip Ends vs: Dwelling Units
On a: Weekday
Setting/Location: General Urban/Suburban
NLmbraf,Of SIL.6es. 59
.4 v�4. Norn.of,veering Ur.,ts. 264
T_N eVR.111-34!DiMiDLI100r,. 50'1c,erierinig, exii�rx,
Vehicle Trip Generation per Dwelling Unit
Ave-,age Rate Range of Rates Standard Deviation
9.44 4.81 19.39 2.10,
Data Plot and Equation
x
2O.Cco
x
15.000
vi x
C
x
x
x
x
2,03C. 2,50D 'i GCO
Y,=Number of DvMiing Units
X Study Site Fitted Curve hoxrage Rate.
Fitted Curve Equation:Ln(T)=0.92 Ln(Xj-2.7`1 RI-0.95
2 TriP Generaton Manjai 10th Edition•Volume 2 Data-ResldLntial(Land Uses 20-279D)
Single-Family Detached Housing
(210)
Vehicle Trip Ends vs: Dwelling Units
On a: Weekday.
Peak Hour of Adjacent Street Traffic,
One Hour BeMeen 7 and 9 a.m.
SettingfLocation: General UrbantSuburban
.Nj.xTiber Of Stt.6es. 73
Avg. N`X'I Of Dwelfirg Jr'As. 219
11 C.ilpvional DisVIDLI'm-or.: 2.15�-:-,ente,inq. 75%exit,rig
Vehicle Trip Generation per Dwelling Unit
Average Rate Mange of Rates Standard DeMition
0.74 0.33,2.27 0.27
Data Plot and Equation
x
x
x
U.1
F. x
x
x
x W '.X x
—------------
2XX 2.503 CCU
X=Number omwel)ing Units
Study Site Fifted Curve Average Rate
Fitted Curve Equation;T=0.7t(X},4.80 RI=0,60
Edild;-Varurne 2,,Data Residential(Lard Uses 200-2991 3
Single-Family Detached Housing
(210)
Vehicle Trip Ends vs: Dwelling Units
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
SettinglLocation: General Urban/Suburban
N.,nbe,of Stud-,&;. "90
Avg. Nvin�Of D-AeH,1.9 Ur'.As. 212
D- ilectional DiskfiDLIIOr,.. 63'!:.entering. 375,1,-,exi*�ng
Vehicle Trip Generation per Dwelling Unit
""'Veragla Rate Range of Rates Standard Deviation
0.9 9 0.44-2.9e. 0.59
Data Plot and Equation
x
2.=00
x
2,CCD
x
I—
X
X x
IXOD
f.
x 'xx
x
O 560 -------
3 rco
X=Number of Dweiiing Units
X Study Site Rtted Curve - Average Rate
Rtted Curve Equation:Ln(T)=0.96 Ln(X),0.20 R1=0.92
4 Trip Gencraticm Nlan,.4 10th Edlion•',Jolijme 2 ElatA-Residential ;Land Uses 20-2G91
MEF�'
.R.A.ultifamily Housing (Low-Rise)
(220)
Vehicle Trip Ends vs., Dwelling Units
On a: Weekday
Setting/Location: General Urban/Suburban
Of SturIe-A_-. 29
hvg. Min't. of D,,S,ekiir.q umts' �68
DifAK.tlonal DistriekIlEw, eir�teiring, exiing
Vehicle Trip Generation per Dwelling Unit
/werage Rate- Range of Rates Standard Deviation
7.32 4_45- 1 O.-C-7 1.31
Data Plot and Equation
x
Ix
ut
3.cfjo
II
2,CGO x
J'A err
x x
X x
1,00 X, -
X 15-
14
40D 5CO
X Num bsr of Civic 1;in g Units
Study She Fitted Curve u Average Rate
potted Curve Equation:T=7.SG(Xf-40.186 RIz 0.96
rir.cir.oratior,u3nuai iot=.Edition-Val--ima 2.Data•Resdcwi=1;'Land Uses 200-299, 31
Multifamily Housing (Lour-Rise)
(220)
Vehicle'Grip Ends vs: Dwelling Units
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m
Setting/Location: General Urban/Suburban
Nu!'nuer 0 Sh6e . 42
Pr�t.1.of Draei irg Ur'.'ts 5J
Di,ec i.ttl.al DIStriDLIliCn.
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rate's Stun:lurcl Daviatio+l
0.48 0.18 0.74 0.'2
Data Plot and Equation
NJU
X x
m �y'
v 'j J''•
t90 f+x X
'r A.X
I--
X
X
d�r
a'
X x
IUD X X ^��y�j� x
Xx F! h
X x
a��
X
13; 24 ;VD0
X=Nu:^�6srofDvreling Units
X Study Site Fitted Curve Average Rate
Fitted Curve Equation_Ln(T)=0.05 Ln(X)-041 k'=0.90
32 Tria'3eneraton Manja' 1Ceh Ed ton•4+elume Da<-e.•Rez:dcntiai I;Land Us_s 203-25.-I•i
rw
Multifamily Housing (Low-Rise)
(220)
Vehicle Trill Ends vs: Dwelling Units
On a. Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m
Setting/Location: General Urban/Suburban
Nl_<.mber Of StLIIJ e8. 5C
,vr . r•LAm- of Dwel=ing Jr.:ts. '87
)ifectional Distlitjut:cr:: 634,enterry. �r''; exit'nq
Vehicle Trip Generation per Dwelling Unit
Averige Rate Rance of Mate` Standard C.''eviation
0.56 0.18 1.25 C.16
Data Plot and Equation
�aa
400 X
t
w
?UG
X
Mu
x 'hi x
XX X
t ao X am' X
`Jy'
<m~ +
E
2tT7 'Inn sx
v=NurnberofDtr=king Units
X Study Site Fitted Curve Average Rate
Frtted Curve Equation:Ln(T)=0.89 Ln(X;-0.02 RI=0.8E
�� T-ip 0ervraE0:-,�Vanua!MG -.=dMan 2.Data•P.esidereial 113rd Uses 200-?,9g) 33
Land Use: 820
Shopping Center
Description
A shopping center is an integrated group of commercial e stab lisharients that is planned,developed,
owned.and managed as a unit.r'r shopping center's composition is related to its market area in
terms of size,location,and type of store.A shopping center also provides on-site parking facilities
sufficient to serve its own parking demands. Factory outlet center(Land Use 823)is a related use.
Additional Data
Shopping centers,including neighborhood centers,community centers,regional centers,and super
regional centers,were surveyed for this land use.Some of these centers contained non-merchandising
facilities,such as office buildings,movie theaters,restaurants.post offices,banks,health clubs,and
recreational facilities(for example,ace skating rinks or Indoor miniature golf courses),
Many shopping centers,in addition to the integrated unit of shops In one building or
enclosed around a mall,include outparcels(peripheral buildings or pads located on the
perimeter of the center adjacent to the streets and major access points).These buildings are
typically drive-in banks,retail stores,restaurants,or small offices.Although the data herein
do not indicate which of the centers studied included peripheral buildings,It can be assumed
that some of the data show their effect.
The vehicle trips generated at a shopping center are based upon the total GLAof the center_In
cases of smaller centers without an enclosed mall or peripheral buildings,the GLA could be the
saute as the gross flood'area of the building.
Time-of-day distribution data for this land use are presented in Appendix A.For tine 10 general urban-
suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday
were counted between 11:45 a.m.and 12:45 p.m.and 12:15 and 1:15 p.m.,respectively.
The average numbers of person trips per vehicle trip at ate 27 general urban/suburban sites at which
both person trip and vehicle trip data were coliected were as follows:
• 1.31 during Weekday,AM Peak Hour of Generator
• 1.43 during Weekday,Peak Hour of Adjacent Street Traffic,one hour between 4 and 6 p.m.
• 1.46 during Weekday, PM Freak Hour of Generator
The sites were surveyed in the 1980s.the 1990s,the 2000s.and the 2010s in Alberta(CAN),British
Columbia(CAN),California. Colorado,Connecticut, Delaware. District of Columbia,Florida,Georgia,
Illinois, Indiana, Iowa,Kansas.Kentucky,Maine,Maryland,Massachusetts,Michigan,Minnesota,
Nevada, New.lerseNc New York,North Carolina,Ohio,Oklahoma,Oregon,Pennsylvania. South
Dakota,Tennessee,Texas,Vermont,Virginia,Washington,West Virginia,and Wisconsin_
Source Numbers
105, 110, 154. 156, 159, 186, 190. 198. 199,202,204,211,213,239,251.259.260.269,294,295.
299,300, 301,304.305,307,308,309,310, 311.314,315,316.317.319,358,365,376.385,390,
400.404.414,420,423.428,437.440.442.444.,446,507,562,580, 598,629.658,702.715.728.
868,870, 871,880,899,908,912, 915,926,936,944,946,960,961,962,973,974,978
Tnp Generation Manual 1C4n Edition-Volwre 2 Cata-Retail;Land Uses 8C"d-8910 137
Shopping Center
ta2o)------_ . ------ -- -- -_ ... -
Vehicle Trip Ends vs: 1000 Sq.Ft.GLA
On a: Weekday
Setting/Location: General Urban/Suburban
tdu!nl er Of Stud es- 11-
1000 pia Ft.GLAi. 453
Directional Cis:ributiom 50 e-_term;. 501'-,exiimg
Vehicle Trip Generation per 1000 Sq. Ft.GLA
?;.erag;Rite Range of Rates 5tandi-,�d Dr-vim-or
11-1S 7.42-207.98 16.41
Data Plot and Equation
x
I
ra a:a i
X
ea tra�
I x 'X, X
hx.
�a.tr a
n l x x 'Y
is I X
u X '}C
,... I xoox X x X' X X
96
I Xx xx " XY x� x xx
x x.
x X
X SS' Xx
ta.txa� XXw " xX X X
�CX C'x x, N x
I X XX
x
°° 5co 1=oo
X=IM0 Sq.Ft C L4
X Study Site Fitted Curve - Average Rate
Fitted Curve Equation:Ln{Tj=0.88 LnfX)+-S.57 Rr=0.76
138 Trip r3eneratcr,Manual IOtr,E&tiaa•Volume 2::7ata•Retar(Land Uses a,"o—S991 ■\e
Shopping Center
_- ------- -- ------ ----(820)--- - -- -- --- --- _- - ._ -- --- -
Vehicle Trip Ends vs: 1000 Sq.Ft.GLA
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location: General Urban/Suburban
Nu-tuber of StU&es. 84
1000 Sq-1=t.GLA 351
Directional Distibuticn: 62 eRterng,38i- exit,,ng
Vehicle Trip Generation per 1000 Sq. Ft.GLA
Average Rate Range of;Rates Smndard Doviwior,
0.94 C.-18-23.7 4 0.8?
Data Plot and Equation
.J:t1
i
x x
W
x
x _ -
;,
x x
5M} x x x r x
x x : 'xxx+'j x x x x x
x� I X x
X.X kx x
X x x
o ro
X=1000 Sq.Ft GL-ti
X Study Site Fitted Curve Average Rate
Fitted Curve Equation:T=0.501XI+151.78 R==0.50
RE—= Trip CSeneracicn 94anua' tar^Ezfition-Vofur-e 2 Cata•Retail;Lan,"Usas SOZ-8,H-j 130
Shopping Center
(820)
Vehicle Trip Ends vs: 1000 Sq.Ft.GLA
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
SettinglLocation: General Urban[Suburban
N r,ber of Studies_ 26'
1000 Sq.Ft.GLA: 3-7
Directional Dis ribution: +8'�e-.terna, 21"b exiisno
Vehicle Trip Generation per 1000 Sq. Ft.GLA
Averaga Rate Raige of Rates Standard r'e:iat;r n:
3.81 0.74-10.69 2.04
Data Plot and Equation
5.9:a
X
t
i
i
5.9:•0�
I x _
W x x
a. x
-
t_.. 4X01 3<'' x
ii W Xx , X X
i X X< '_ X
X _ 'Xx XJ x
X ,X x X x x
z 9:al �K' C
X X x
X •' X
a Ix
x x
III` x
x XX
a0 59i t•:�:0 =rd :X0
X= 000 Sq.Ft C--LA
X Study Site Fitted Curve _ Average Rate
Fitted Curve Equation_Ln(T)=0.74 Ln(Xi+2.89 RI.0.82
140 Trip G=rerat.cn 6lanuat?Ott Ed:ion-i:brume 2:Jata-Retar(Land Uses 830-6901
Table EA !_and Use Codes and Time Periods With Pass-B, Data
AM PM Land Use Code and Title Time Penod ihMe =igure
0 565 Day Care Center Weekday,Pal Peak Pence F.2 --
813 Free-Standing Discount Superstore Weekday,Plel Peak Peroc F-3 F-11F2
0
2 �° Saturday.mid-cay Peak Period F4 F.3
34% 814 Vanety Store Weekday.PM Peak Perod F.5 -
815 Free-Standing Discount Store Weekday,PMI Peak Period F6 F41F.5
17% Saturday.tYdd day Peak Pedad F7 FA
26% 816 Hardware,Paint Store Weekday,Ptvl Peak Period F.8
820 Shopping Center Weekday.PMt Peak Period F9 F71F.8
Saturday,Mid-oay Peak Period F.tO F9
843Automobile Parts Sales Weekday:PrO Peak Per oc
28% 848 Tire Slate Weekday,PM Peak Per oc F.12 -
36%
850 Supermarket 'vecckday,PMi Peak Pei.cc F.t3 F.110
51% 861 Convenience Market(Open 24 Hours) 'Weekday,PM Peak Per oc F.14 -
853 Convemence Market with Gasoline Pumps Weekday,AM Peak Period F.15 F11
63% 66% Weekday,PM Peak Period F.16 F-121F.13
21% 854 Discount Supermarket Weekday.PMI Peak Period F.17 F14
37%
857 Discount Club - Weekday.PM m Peak Per F.18 -
Saturday.Mid-day Peak Period F.19 -
42% 862 Home Improvement Superstore Weekday,PMI Peak Perod 17.20 -
863 Electronics Superstore Weekday,PM Peak Per F.21 -
53% 860 PhermacyiDrugstore without Drive-Through Window Weekday,PM Peak Perod F.22 -
49% 881 PhormacyiDrugstore with Drive-Through Window Weekday,PM Peak Per.oc F.23 -
53% 890 Furniture Store Weekday.PM Peak Period F.24 -
912 Drive-In Bank Weekday,AM Peak Period F.25
29% 35% ------___.
Weekday,Mid-day Peak Period F.26
Weekday,PM Peak Period F.27 F.15
Saturday,Mid-cay Peak Period F.28 -
44% 931 Quali!y Reslaurar.t Weekday,PM Peak Period F.29 -
43% 932 High-Tumover(Sit-Down)Restaurant Weekday,PM Peak Per od F.30 F.16
934 Fast-Food Restaurant with Drive-Through Window Weekday.+O,'Peak Period F31 -
49% 50% Weekday.Pre1 Peak Per or F.32 F17
938 CoffeelConut Shop with Drive-Through Wndow and Weekday F.33/17.34 - 89% Weekday
No Indoor Seating(Coffee/Espresso Stand)
944 Gasoline/Service Station Weekday,AM Peak Period F.35 -
58% 42% ' Weekday,PM Peak Perioc r.36 -
i 945 Gasohre.Service Station with Convenience!.tarket Weekday.AM Peak Period F.37 F18
62% 56% l - - _- Weekday,PM Peak Pence � 17.38 '.18
176 Too 3erera,ro;a Paoddook.3rd Edison 1�e�
12/2/2019 MapPrint_Okeechobee-County-Property-Appraiser_12-2-2019
NE 131 H ST
� �.,� � _^ II'- �t`4 x ,r, ��r ,� A:•s .)a�� 1 + '-+ •�a ..r~��:'�4 .. .l•_
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7:
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,[^ "h.''_. - _ •.Fz+�—.ss>r;....•.�+..�_'a.....:�ri1.__,m,,�__ q ;' Nz 1 J'CH. 3T `
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t I �dr"; 1� r 1.,- -f•Jf 7H Sin
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y
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NE51115Tr- -
r a -y—af^� x3a 4 lA '!1... •� u�ta;lc ..^J-3...,seJ• t ` 4, '•!».
k 3g'
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NE FC�ST rl• a� �' . . S
d k
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��
+�-
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:#'ire a t;,.' r• �'
U 0.07 0.14 01.21 0.28 0.35 0.4 040 0.53 0.133 0.;n1i
Okeechobee County Property Appraiser Mickey L.Bandi I Okeechobee,Florida 1663-763-4422
PARCEL:2-15-37-35-0A00-00003-0000 I NON AG ACR(009000)151.19 AC NOTES:
UNPLATTED LANDS OF THE CITY THE SOUTHWEST 114 OF THE NORTHEAST 114 AND NORTH 112 OF THE
NORTHWEST 1/4 OF THE SOUTHEAST 114 SOUTH OF THE SAL RAILROAD R
BLUE SPRINGS HOLDINGS LLC 2019 Certified Values
Owner:10860 SW 25TH ST Mkt Lnd$196,508 Appraised $196,508
DAVIE,FL 333245606 Ag Lnd $0 Assessed $196,508
Site: NE 9TH AVE,OKEECHOBEE Bldg $0 Exempt $0
Sales GIM20l9 $100 V(U) XFOB $0 county:$196,508
laze2016 y1o$100 v U) Just$196,508 ty:$196,508
Info efzsrz0ls S1o0 I(o) Total cl
Taxable other:$196,508
school:$196,508 Okeechobee County,FL
This Information„was derived from data which was compiled by the Okeechobee County Property Appraiser Office solely for the governmental purpose of property assessment.This informallon
should not be Celled upon by anyone as a determination of the ownership of property or market value.No warranties,expressed or Implied,are provided for the accuracy of the data horaln,It's
use,or It's interpretation.Although it is periodically updated,this Information may not reflect the data currently on file In the Property Appraiser's office. GrizzlyLogic.com
g4b.okeechobeepa.com/gis/gisPrinY 1/1
wnsrc MPMAGUMEW
Jeff Sabin
Gov't Affairs Manager
WM Inc. of Florida
7700 SE Bridge Road
Hobe Sound, FI. 33455
Cell 772-263-0017
isabinCa>wm.com
September 29, 2021
Mr. Gary Ritter
City Administrator
City of Okeechobee
55 SE 3r°Avenue
Okeechobee, FL 34974
Subject: Blue Spring Holdings, Land Use Change Solid Waste Capacity at Okeechobee
Landfill,Inc.
Dear Gary,
The above referenced project is proposing to change the Comprehensive Plan from Single Family
to Commercial and Residential Multifamily. The Comprehensive Plan request for the 54.8 acre
parcel is to commercial— 16.8 acres and Residential Multifamily—38.0 acres from Single Family
54.8 acres. The density associated with the Future Land Use will have an increased demand for
solid waste. The existing Single-Family FLU has a density of 5 units per acres and allows for 272
Single family homes. At 272 Single Family homes at the City's 13 Ibs per person per day
assuming 2.5 people per household that demand would equate to 32.5 Ibs per day per
household. This would yield a current demand of 8,840 Ibs per day. Since there is no LOS
Standard in the City's code for Commercial, we will address the housing component of 38.0 acres
of residential multifamily, Residential Multiple Family has a density of 10 units to the acre or 380
units at 2.5 residents per day would yield 32.5 Ibs per day per household or 12,350 Ibs per day or
an increase of residential waste of 3,510 Ibs per day plus commercial waste. The code requires
at least 3 years of capacity at the landfill for this Comprehensive Change.
Waste Management, Inc. -Okeechobee LandFill, Inc. has the capacity to serve the project.
Should you have any questions regarding this matter, please contact me.
Res ectfully,
` ernment Aff rs M nager
11
OKEECHOBEE UTILITY AUTHORITY
100 SW 5th Avenue
- - — D_,
U eec o6ee, Florid�4974-42
(863)763-9460
FAX: (863)467-4335
January 18, 2021
Mr. Steve Dobbs, PE
SLD Engineering
1062 Jakes Way
Okeechobee, FL 34974
Ref: Water& Wastewater Comprehensive Land Use Change Request
Blue Springs Holdings, LLC
Parcel ID: 2-15-37-35-OAOO-00003-0000 (32893)
Site Address: ±600 Block, NE 8th Avenue
Okeechobee, FL 34972
Dear Mr. Dobbs:
The Okeechobee Utility Authority owns and operates two water treatment plants with
a combined treatment capacity of 6 MGD. During the twelve month period from May
2019 to April 2020, the maximum daily flow was 3.3 MGD, or about 55% of total plant
capacity.
The Okeechobee Utility Authority owns and operates one regional wastewater
treatment plant with a FDEP permitted capacity of 3.0 MGD. During the twelve
month period from July 2019 to June 2020, the annual average daily demand was
0.873 MGD, or about 29% of the current 3.0 MGD treatment capacity.
At the present time, the OUA has excess capacity at the treatment plants. Provided
that the proposed Land Use Change does not have a demand greater than 1.5 MGD,
in either water or wastewater, the OUA will not see a negative impact. Any upgrade
requirements to the water or wastewater infrastructure due to the demands of the
proposed project will be at the property owners' expense.
Should you have any questions, comments or concerns with regards to the water
system capacity, please contact the OUA at 863-763-9460.
Sincerely,
ohn F. Hayf6rd, P.E.
Executive Director
Okeechobee Utility Authority
13 3c�
Superintendent Chairperson
Ken Kenivor~tLv ;'Amanda Riedel
Vice C'hairpersor
•pF° F Okeechobee County School Board MelisaJal,ner
Members
563-462-5000 700 S.W.Second Avenue Fax 563-462-5151 Joe Arnold
s a ;y Okeechobee, Florida 34974 .fill Holcomb
i' yE
klalissa Morgan
September 3, 2021
Steven L. Dobbs, P. E.
1062 Jakes Way
Okeechobee, Florida 34974
sdobbs@stevedobbsengineering.com
RE: Job No.: 2019-041 Subject: Blue Spring, LLC- Parcel Number 2-15-37-35-OA00-00003-0000
Dear Mr. Dobbs:
I understand that you have applied for a change in future land use which requires a confirmation of
adequate services from the school district. Your application is to change the use of the property identified
to accommodate 380 multifamily home residences for this project that would generate 42 - K-5 students,
19-6-8 students, and 19- 9-12 students.
The current capacity of the schools within our district is adequate to cover the additional 118 new
students.This letter will serve as confirmation of adequate service. This school district has no objection to
the request and I wish you the best in this endeavor.
Thanks,
6"- t&
Ken Kenworthy
Superintendent of Schools
Achieving excellence: Putting Students First! 0��REITW
1iife service
d 4 Niue Spring
Holdings, LLB a oval Wetlands Inventor R1_
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Ej Estuarine and Marine Deepwater _ Wetlands Mapper web site.
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Riverine
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This oaoe was croduced by the NWN maooer
Soil Map—Okeechobee County,Florida 3
(Blue Spring Holdings,LLC)
5174C0 51 mI 517CM 5177M 517800 5179M 51m 518100 515200
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Meters
NN 0 50 100 200 3m
®1 0 200 400 800 12MO0
Map projection:Web Mercator Comer 000rdrmtes:WGS84 Edge tics:UTM Zane 17N WG584
uso:>, Natural Resources Web Soil Survey 4/27/2020
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—Okeechobee County,Florida
(Blue Spring Holdings,LLC)
NIAP LEGEND MAP INFORMATION
Area of Interest(Aol) — Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) Stony Spot 1:24,000.
--. _
.Soils Very Stony Spot blaming:Soil Map may not be valid at this scale.
Soil Map Unit Polygons �
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Soil Map Unit Points Other line placement.The maps do not show the small areas of
Special Lire Features contrasting soils that could have been shown at a more detailed
Special Point Features scale.
Blowout Water Features — —'
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
X Clay Spot Rails Source of Map: Natural Resources Conservation Service
Closed Depression Web Soil Survey URL:
Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
X Gravel Pit US Routes r�
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
P Landfill Local Roads Albers equal-area conic projection,should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
Mine or Quarry
Soil Survey Area: Okeechobee County,Florida
Miscellaneous Water Survey Area Data: Version 17,Feb 3,2020
t^. Perennial Water Soil map units are labeled(as spare allows)for map scales
Rcck Outcrop 1:50,000 or larger.
Saline Spot Date(s)aerial images were photographed: Mar 20,2015—Mar
21,2015
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
Sinkhole imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
USD% Natural Resources Web Soil Survey 4/27/2020
3iiffff Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Okeechobee County,Florida Blue Spring Holdings,LLC
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
2 Basinger fine sand,0 to 2 1.0 1.7%
percent slopes
6 Manatee loamy fine sand, 55.0 96.8%
frequently ponded,0 to 1
percent slopes
11 Immokalee fine sand,0 to 2 0.8 1.4%
percent slopes
Totals for Area of Interest 56.8 100.0%
usux Natural Resources Web Soil Survey 4/27/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3
National Flood Hazard Layer FI Mette
27`I5'9.55"N . FEMA Legend-----1
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FlRM PANEL LAYOUT
Without Base Flood Elevation(BFE)
ON
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a r, SPECIAL FLOOD With BFE or Depth Z-n AE A0.AH.VE.AR
HAZARD AREAS
cc
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of 1%annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile
Future Conditions 1%Annual
Chance Flood Hazard
Area wlth Reduced Flood Risk due to
OTHER AREAS OF Levee.See Notes.
t EL I C, (•--t , FLOOD HAZARD I Area with Flood Risk due to Levee:one D
#�i,1x� 10 SCREEN Area of Mlnlma!Flood Hazard zonex
Effective LOMRs
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Limit of Study
Jurisdiction Boundary
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OTHER _ profile Baseline
�l FEATURES Hydrographic Feature
Digital Data Available 1J
�. No Dlgital Data Available
w- e {�
.� MAP PANELS Unmapped Q}'
The In display ed on the ma Is an ao
rc
pointselecedby the user a d does otrrepesen
r 1 L an authoritative property location.
This map complies wlth FEMA's standards for the use of
t f EL r; 1, dlgital flood maps If It Is not veld as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information Is derived directly from the
'M d authoritative NFHL web services provided by FFAIA.This map
was exported on /27/2020❑t 3:12:58 PM and does not
reflect changes or amendments subsequent to this date and
o time.The NFHL and effective Information may change or
` a become superseded by new data over time,
m
Thls map Image Is void If the one or more of the following map
elements do not appear.basemap Imagery,flood zone labels,
USGS The.Nat.ioOaJ.Map.Orthoimagery.Data refreshed Aphl, 2019. a legend,scale bar,map creation date,community Identifiers,
- FIRM panel number,and FIRM effective date.Map Images for _�I�Feet 1:6,000 27°14'37.56"N unmapped and unmodernlzed areas cannot be used for (�
250 500 1.000 1.500 2 000 regulatory purposes.
The State and Regional Planning Policies relevant to this amendment include social, economic and
physical growth consistent and compatible to the long-range guidance outlined in Title XIII, Planning&
Development.The Goals, Objectives and Policies in Chapter 186 regarding Economic Opportunities,
Employment, and overall Community Development are emphasized in this request for amendment to
the Comprehensive Plan to Commercial and Residential.The proposed amendment to create a
development of Commercial and Multi-Family Residential will support the overall goals of encouraging a
mixture of uses and an efficient pattern of development and for providing affordable housing and low-
impact commercial uses. Land Use, Potable Water and Sewer, and Transportation Systems outlined in
the Policy Plan will be conforming with state and local requirements and levels of concurrency. Regional
goals and policies addressing economic development and future conditions, trends and market demand
are based on expected population patterns are emphasized as a basis for the amendment to support
this change of land use.
9123/21,8:50 AM Okeechobee County Property Appraiser
Okeechobee County Property Appraiser '` 2021 Preliminary Certified
Mickey L.Bandi,CFA N ' updated:9/1 612 0 2 1
Parcel: « 2-15-37-35-OA00-00003-0000 (36510) Aerial Viewer Pictometery Google Maps
Owner$ Property Info f Result:1 of 1 *2021 02020 02019 02018 02017 []Sales
BLUE SPRING HOLDINGS LLC
ki
Owner 10860 SW 25TH ST -F
DAVIE, FL 33324-5606
Site NE 9TH AVE, OKEECHOBEEY� 4`•." °i ` 7%1�t ►��r0
12,
Description` UNPLATTED LANDS OF THE CITY THEE +
SOUTHWEST 1/4 OF THE NORTHEAST 114 AND
NORTH 112 OF THE NORTHWEST 1/4 OF THE ME 9TH ST v
SOUTHEAST 1/4 SOUTH OF THE SAL RAILROAD "` � :, ± ' -a±m
RIGHT-OF-WAY;SOUTHWEST 1/4 OF THEv°
NORTHWEST 1/4 OF THE SOUTHEAST 1/4;THE
SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF
THE SOUTHEAST 1/4;NORTH 1/2 OF THE �'j ► ,, "� `�+ rl�•
NORTHEAST 1/4 OF THE SOUTHWEST 1/4;AND f +r�3 $ +� s : rN t' '?c.� "` V.Jli
THE SOUTH 112 OF THE NORTHEAST 114 OF THE
SOUTHWEST 1/4 LYING EAST OF TAYLOR
CREEK;FRACTIONAL NORTHWEST 1/4 EAST OF 4�j>d d Y' '•i' f;Z rc . 'Ys
TAYLOR CREEK AND SOUTH OF THE SAL ft +
RAILROAD;AND ALL THAT PORTION OF LAND E 6TH STa►''v'a
LOCATED IN THE NORTHEAST 1/4 OF THE
SOUTHWEST 1/4 AND THE SOUTHEAST 114 OF Iilr g�! ti ti,r •:
NORTHWEST 1/4;SOUTH OF THE SAL RAILROAD 41E 5TH,S_T rrmc""�: ; ��-� �`. �`'•_•
IN SECTION 15,TOWNSHIP 37 SOUTH,RANGE 35
EAST,THAT LIES EAST OF TAYLOR CREEK
IMPROVED CHANNEL AS RECORDED IN PLAT r" ; �;• r w
BOOK 3,PAGE 29,PUBLIC RECORDS OF !�� ram., "� ;ar , �� �4'. ��'" .,r '
OKEECHOBEE COUNTY,FLORIDA. LESS& I� ��). -- _�_ °�r� =`' 'x Ir
M *1 �T
EXCEPT:A PORTION OF THE SOUTHEAST 1/4UK
— " D ' —•� �P• s )
AND A PORTION OF THE SOUTHWEST 1/4 OF
SECTION 15,TOWNSHIP 37 SOUTH,RANGE 35
EAST,OKEECHOBEE COUNTY,FLORIDA AND � � *� �b��-4 �
j/ �r'` ��+ :� , j J-S�'J
BEING DESCRIBED AS FOLLOWS:COMMENCING
AT THE 114 CORNER ON THE SOUTH LINE OF
SAID SECTION 15, BEAR NORTH 00o10'04 EAST
ALONG THE 1/4 SECTION LINE A DISTANCE OF
1399.41 FEET TO THE POINT OF BEGINNING; =< ; �' �` v)
THENCE BEAR NORTH 89o25'18 EAST ALONG A
LINE 80.00 FEET NORTH OF AND PARALLEL TO
THE SOUTH LINE OF THE NORTH 112 OF THE ' �c"�".!+i-�' r} * � i��t i i,g
SOUTH 1/2 OF SAID SECTION 15,A DISTANCE OF !" r "!''�' 9 ` ' rn4� cis
673,21 FEET TO THE EAST LINE OF THE t 1� - N� �� ! s ' I� •
SOUTHWEST 114 OF THE NORTHWEST 114 OF
THE SOUTHEAST 1/4 OF SAID SECTION 15; `.� i1 ��'' t� ? . .t � r�a +y
THENCE BEAR NORTH 00o11'25 WEST ALONG `j " -� ' ^ �+ ' ° '� �� 3 ••-*
THE AFORESAID EAST LINE A DISTANCE OF
450.00 FEET;THENCE BEAR SOUTH 89o25'18a�SY'��*{
WEST A DISTANCE OF 873.03 FEET;THENCE3j
BEAR SOUTH 00o10'04 EAST A DISTANCE OF �_� �I`�$; '
83.36 FEET,THENCE BEAR SOUTH 89o25'18 i± t'' Y^ 'r' • "mot 'i RR° t u� `±;`-"•m
WEST A DISTANCE OF 119.60 FEET TO THE I - I .i•�I � ,i� a��t �°"-
EASTERLY SHORE LINE OF TAYLOR CREEK; r �yAh rJ E
THENCE BEAR THE FOLLOWING COURSES IN A `,y. r.:' "� r .
a aia �:it
SOUTHERLY DIRECTION ALONG THE EASTERLY
SHORE LINE OF TAYLOR CREEK AS FOLLOWS: +'�'�' "} ?► '"�"'`it 'rrj� � j
SOUTH 36o59'52 EAST A DISTANCE OF 70.15
FEET;SOUTH 26o01'O9 EAST DISTANCE OF If '
49.01 FEET;SOUTH 2Oo22'54 EAST A DISTANCE
OF 24.40 FEET;SOUTH 09048'57 EAST A -�- - i�r `{�c• fi ;r I
DISTANCE OF 23.52 FEET;SOUTH 02o45'22 EAST '�r ' �'r"-fit -" F `•y? r
A DISTANCE OF 49.28 FEET;SOUTH Oo2O'24 EAST
,A DISTANCE OF 49.34 FEET,SOUTH 02o34'03I.—1,= '
WEST A DISTANCE OF 76.66 FEET,SOUTH -+{ n' " ': jF
OOo53'25 WEST A DISTANCE OF 44.65 FEET; 4. AT,
THENCE BEAR NORTH 89o25'18 EAST Ax- - (�� `��. ^ya•.�
DISTANCE OF 245.92 FEET TO THE POINT OF �� • ^
BEGINNING.AND LESS THE FOLLOWING PARCEL
CONTAINING 1 ACRE,MORE OR LESS:A PARCEL r '" '
OF LAND LYING IN THE NW 1/4 OF THE SE 1/4 OF
SECTION 15,TOWNSHIP 37 SOUTH,RANGE 35
EAST,OKEECHOBEE COUNTY,FLORIDA.BEING `� +;'��. IY �
MORE PARTICULARLY DESCRIBED AS FOLLOWS: I A+3'rr• r '~"� � < -A! r �'
COMMENCE AT THE SOUTHEAST CORNER OF
www.okeechobeepa.com/gis/ 1/3
9/23/21,8:50 AM Okeechobee County Property Appraiser
SAID NW 1/4 OF THE SE 1/4 OF SECTION 15, �."•� ` T 3' �• '' a 'f !1 '�
THENCE PROCEED SOUTH 89m2l'13 WEST a < . •� ' _ '"a �' ? ~''' F
ALONG THE SOUTH LINE OF SAID NW 114 OF THE
SE 1/4 A DISTANCE OF 70.00 FEET TO THE POINT "� A �'•r4{ �' {
OF BEGINNING;THENCE CONTINUE SOUTH r .7f• �`' '��r 1� :�
•'"
�, -: -
89m21'13 WEST ALONG SAID SOUTH LINE A `•• ., � �'= 'r"r •.
DISTANCE OF 208.70 FEET;THENCE DEPARTING
SAID SOUTH LINE,RUN NORTH OOm2O'48 WEST
ALONG A LINE PARALLEL WITH THE EAST LINE f, ,• "'
OF SAID NW 1/4 OF THE SE 1/4 A DISTANCE OF -
1208.70 FEET;THENCE DEPARTING SAID
PARALLEL LINE,RUN NORTH 89m21'13 EAST,A
DISTANCE OF 208.70 FEET;THENCE RUN SOUTH I bx. r .:/►` '
OOm20'48 EAST ALONG A LINE PARALLEL WITH wA,. �• F' "e �-'T I
AND 70.00 FEET WEST OF(AS MEASURED AT
RIGHT ANGLES TO)THE AFORESAID EAST LINE
OF THE NW 114 OF THE SE 114 OF SECTION 15,A
DISTANCE OF 208.70 FEET TO THE POINT OF ;,-
BEGINNING.TOGETHER WITH THE FOLLOWING: r,- '�?� 4%
UNPLATTED LANDS OF THE CITY THE WEST 1/2
OF THE SE 1/4-OF THE SW 1/4 OF THE NE 1/4,
LYING SOUTH OF THE RAILROAD,SECTION 15, �"" -a .�1"--' � `r` �• �-
TOWNSHIP 37 SOUTH,RANGE 35 EAST,
OKEECHOBEE COUNTY,FLORIDA. LESS THAT
PORTION THEREOF PREVIOUSLY SOLD TO FRED
AND CAROL WALKER.—less
Area 52.29 AC S/T/R 15-37-35
Use Code"" NON AG ACREAGE Tax District 50
(9900)
.The Description above is not to be used as the Legal Description for this parcel
in any legal transaction.
"The Use Code is a Dept.of Revenue code.Please contact Okeechobee County
Planning&Development at 863-763-5548 for zoning info-
Property&Assessment Values
2020 Certified Values 2021 Preliminary Certified
Mkt Land $204,249 Mkt Land $249,074
Ag Land I $0 Ag Land $0
Building $0 Building $0
XFOB $0 XFOB $0
Just $204,249 Just $249,074
Class $0 Class $0
Appraised $204,249 Appraised $249,074
SOH/10% $0 SOH/10% $20,550
Cap[?] Cap[?]
Assessed $204,249 Assessed $249,074
Exempt $0 Exempt $0
county:$204,249 county:$228,524
Total city:$204,249 Total city:$228,524
Taxable other:$204,249 Taxable other:$228,524
school:$204,249 school:$249,074
Note:Property ownership changes can cause the Assessed value of the —
property to reset to full Market value,which could result in higher property
taxes.
® Sales History
Sale Date Sale Price Book/Page Deed V/1 Qualification(Codes) RCode
9/21/2020 $4,000 2020009559 WD V U 19
10/28/2019 $400,000 2019011151 PR V I U 11
10/28/2019 $100 2019011147 I PR V I Ll 11
5/25/2016 $100 0776/0732 QC I U 11
1/18/2016 $100 0769/1572 QC I U 11
12/19/2008 $100 0663/1621 QC I U 01
6/19/2007 $1,700,000 0633/0717 WD V U 03
6/19/2007 $0 0633/0715 QC V I U 03
www.okeechobeepa,com/gis/ 2/3
9/23/21,8:50 AM Okeechobee County Property Appraiser
11/25/2003 $0 0520/0272 QC I V U 03
2/14/2002 $0 0470/0950 QC V U 03
1/3/1997 $200,000 0386/1007 WD V Q
8/24/1995 $0 0371/0321 WD V U 03
9/1/1987 $0 0291/0023 QC V U 03
8/1/1980 $112,300 0236/0808 WD V Q
Building Characteristics
Bldg Sketch Description* Year Bit Base SF Actual SF Bldg Value
NONE
Extra Features&Out Buildings (Codes)
Code Description Year Bit Value I Units I Dims Condition(%Good)
NONE
W Land Breakdown
Code Description Units Adjustments Eff Rate Land Value
009533 LOW 41-<101 AC(MKT) 25.800 AC 1.0000/1.0000 1.0000// $1,700/AC $43,860
100HS6 FIRST AC(MKT) 1.000 AC 1.0000/1.0000 1.0000// $16,000/AC $16,000
900HS6 REMAIN AC(MKT) 24.390 AC 1.0000/1.0000 1.0000/.8000000/ $7,600/AC $185,364
961CAC NON/CONFG(MKT) 1.100 AC 1.0000/1.0000 1.0000/.2500000/ $3,500/AC $3,850
Search Result:1 of 1
C Okeechobee County Property Appraiser I Mickey L.Bandi,CFA I Okeechobee,Florida 1863-763.4422 by:Grizzlyl-ogic.com
www.okeechobeepa.com/gis/ 3/3
Staff Report Applicant: Blue Spring Holdings, LLC
Small Scale Comprehensive Plan Amendment Petition No. 21-007-SSA
FUTURE LAND USE
SUBJECT SITE AND ENVIRONS
F - NE QTH ST
NE 077157
_ rrr 1y,'- - _ -
I Subject Property �-
N47TH ST �;�: _NE BTH SS_
a3
' Nerm 17
-
NESTH ST
NE STH ST: .I WE 5TH 5T 1
r
NE 47H Sr NE 9RD ST
..
LAND USE CLASSIFICATIONS
boundary_lines
lot line
SINGLE-FAMILY RESIDENTIAL
MIXED USE RESIDENTIAL
MULTI-FAMILY RESIDENTIAL
COMMERCIAL
INDUSTRIAL
PUBLIC FACILITIES
EASEMENT
city zoning_parcels_background
RAILROAD CENTERLINE
- - - HOPKINS MEANDER LINE
LeRr 7
pfi�nr�ing
q ,
- FILE COPY
Lake Okeecho Ne*V-1 E �'
107 SW 17th Str�et^!Suite D
l
ANDEPENDENTOkeechobee, Flor�c�, ti4974
863-763-313�4,ti/T� cl,
NEWSMEDIA INC. USA °� 9 -'Q'
CTTY OF OKEECMO8EE
NOTICE OF ZONING CHANGE
FUTURE LAND USE CHANGE PROPOSED CITY ORDINANCE
N(TI(E LS HEREBY GIVQV that the City Cnrutd of the CIy of Okeediobee wR mrdu3 a PuW Haying on Nove
STATE OF FLORIDA b�16,zo11 6 PM,o as soon he poi�le,at Cxy Hal,55 SE aid AVE,Okeec�bee,R,hT mrmderfiral reac
12Aa).
COUNTY OF OKEECHOBEE ro adopt on of meraawrgadna�kw aw CrNo
AN ORDINANCE OF THE CITY OF OKEECNOBEF R.ORIDA;AMENDING THE CITY OF q ffCHOf
COMPREHENSIVE PLAN,ORDINANCE NO.635 AS AMENDED,BY REVISING THE FUTURE LAND U
MAP ON A CERTAIN TRACT OF LAND MORE PARTICULARLY DESCRIBED HEREIN FROM SINGLE FAt
LY RESIDENTIAL(SIR)TO COMMERCIAL(C)AND MULTIFAMILY RESIDENTIAL(MFR),APPLICATII
Before the ne undersigd authority personallyeared NO• -007-SSq,F/K/ANO.21-001-LSA;PROVIDING FOR INCLUSION OF ORDINANCE AND REVIS
appeared v'
FUTURE LAND USE MAP IN THE COMPREHENSIVE PLAN;PROVIDING FOR CONFLICT;PROVIDING P
Katrina Elsken Muros, who on oath says she is the Publisher of SVARABILm,PROVIDING FDR AN FAEcTNE DATE.
The CAclrmce addnesxs SmA Scale Carprehersm Plan FrAure land Um Map Arrxa7riirerd AppBofbn#21-0075
the Lake Okeechobee News, a weekly Newspaper published F/t(/A*21-0014-,—bed by M,Gad Pal- Aga[fa the p opety wane Blue Sgtg Holdng-,L
TayFx�Geadc� the taivad Naafi NorBt CRy Llrtrts(Nortli L31h Ave ) srdsmF!iver F
in Okeechobee C unty, rida, that the attached copy of an Rime 2s,bdivisiDnto the Nxth,Fask and Souft
advertisement being a -)I- )L -1 C� Tqr, q.fl°�p Df37 c�qn�},, 3/-5�� R APARS of LAND PA MLR S�ITON
AS FE711O1N5: IDA;BEING MORE ND LYING ANY M71ONB
OWAErNCE AT THE SOUTH Qt.IARTFROORNHR OF SAID SECTION 15,THENCE NORTH 00°14'15"WEST ALONG T
WEST OFT
in the matter o - ' Fat -'"E NORME�ASTQQI OF Ira OFTHESOUTHWES7(OF SAJD �AUMOFFSADSECLTM15,T E�( 3`�ALO
THE SOUTH LINE OF NCRTFNVfSr QUARI177R CL TFEE SOIJT}EASTQUARTM OF SAID SECTION 15,A DISTANCE
l 1276.49 FEETTOTFE PO]Nf OF BEGINFING;
A I _ THENCE C WTIN 1E NORTH 89o2032"FASTALONG SAID SOUTH LUC A DSTANCE OF 70.00 FEET TO TFE SCUT EAST CORNER OF SAID NORTHWEST Ql1AAEHL•TtiBNCE N(RTH QO°1710"WPST ADNG TFE FIST TINE OF SO
NCMTTMWES( A DSTNJ(E OF 1055.05 FT3=T TO TFIE SOUTH RI(liT-0FWAY OF S�1RY RAILROAD Al
in the 19th Judi' 1 Dis rict of the Circuit Court of Okeechobee TME�II1�°F A f 0}TA"�CURVE BENG AYE TD THE SOUTHEAST AND HAVE A RADM
2634.92 FEET,A DEGREEOFCIRVA7,RECF36o54'16;AO-DRD WARING OF NORTH 71°43Sr WEST,AND A 0 0
DS1AfXE(F 1667.98 FEET;TFBNCE ILLONG SAID CURVE MID SAID SOl1fH RTGHT-0FWAY,AN ARC DS1AN
County, Florida,was published in said newspaper in the issues o of 169716 F$T;THENCE 9alIFE 69°4855"W6TALCNG SAID 9DETH RICiFT-0FWAY A DISTANCE C'F 58L
FEET,'THBNCE SOUTH 0Do11VT'FAST,A DISTANCE OF 163.66 FEET;THB•KE SOUTH 37155M'FAST A DSM NCE�
17240 FEET;THENCE NORTH BT40M-EAST;A DISTANCE OF 475.52 FEETTO THE BEGINNING OF A O.1RVE CC
CAVE TO THE SOUTFNVESTAND HAVING A RADIUS OF 2334.92 FEET AND A DECREE OF CURVATURE OF 4012M
THENCE ALONG SAID C1RVE,AN ARC DISTANCE OF 1645.72 FEET;THENCE SOUTH 00o1719'EAST,A DSTANCE,
i i 3 I � 1 727.21 FEET THE R TIE RECORDSOFOI EC 06E THOSE LANDS UE�O HE PO L RECORD BOOK 696 ATPPl
19960F1FE PIRUC RECORDS OFOI�-0-IOBff COUNTY,FLORIDA AND'TOTF♦E PONT OF l?E�ENING
SAID(ANDS LYING IN OI®7-IDEEE COLm,,FIORILN AND COMPRISING 16.777 ACRES MORE OR LESS.
Affiant further says that the said Lake Okeechobee News is TOWNSHIP� � m ��P
newspaper published at Okeechobee, in said Okeechobee County 'C`*LD1`i5i
CIJMMHN(E ATTFE SOl1TH QUAfiTHi ODRNH2 CIF SAID SECTION 15,71NBVCT=NORTH 00°14'I5"WEST ALONG TI
Florida, and that said newspaper has heretofore been ublishe WEST LINE OF THE EAST HALF OF SAID SECTION 15,ADSTANCE OF 1319.48 FEET TO SaITHEAST CORNER P THE NORTHEAST QUARTER CF THE 50UTHNE5TQLARTEROFSAID SECTION 15 AND THE pOINTOFBEiIMM
continuously in said Okeechobee County, Florida each week anC THENCE SOUTH 8rz1'Ir WEST ALONG THE SOUTH LINE OF SAID NOKME45TQUART131 ADSTAINEEOF250,
FEET TO TINE EAST RIGHT-OF-WAY OFTAYLOR CREEKS AWROVED CHANNEL AS RECORDED IN PLAT BOOK 3,PA
has been entered as second class mail matter at the post office ir
29,OF THE PUBLIC RECORDS OF OIEQI09E OOLM,,RDRIDA;
THENCE NORTH 03°39'44"EASTA LONG SAID FAST RIDiT-OF WAY,A DSTANM OF 8D.73=T O THE 9OU"V E
Okeechobee, in said Okeechobee County, Florida, for a period o T OF T R BEING RECORDED IN PLAT BOOK 6 AT PALE 33,OF SAID PURL
one year next preceding the first publication of the attached cop) THE FOLLOWING SIX COURSE AREAlONGTFE RIVER RUN RBORT BCUNLNRN
of advertisement, and affiant further says that she has neithe 1) TITON15; 2 EASNCE NORTH T,ADLS4NNCECF24573Ff3Tl0SAIDW6TLIffCFTFEEASTHALFCIFSE
paid nor promised any person,firm or corporation any discount 2)T-iENCE NORTH 69'2032"EAST;A DISTANCE OF 6T322 FI£T;
rebate, commission or refund for the purpose of securing this 3)"EN E9wmmI,3 wEaTAOSrANCL OF 46585 FEET
p p $ 4)THENCE 9OlJIH I�°2131"WPST A DISTANCE OFM67 FEET,
advertisement for publication in the said newspaper. 5)THENCE SOUTH 00'16'Sa'E45r A DISTA OE F7938FEET;
i 6) THBWESOWH89'1801"WEST,AD5IANCEOF136.19FEEfTOSAIDFASTRIpiT-0FWAYOFTAAMaZEB
J/ IMPROVED CHAP,
THENCE NORTH 3705599"WEST RANG SAID FAST RIGFErOFWAY,A DISTANCE OF M1.62 FEET TO THE B
G MlING OF A O.RVE BEING CONCAVE TO THE EAST AND HAVING A RADIUS OF 323.00 FEET AND A D65REE C
c.. CURVATURE OFWNW;THENCE ALONG SAD CURVE AND SAID EASTRICaiTdFWAY,AN ARC DISTANCLOr 194.E
Katrina Elsken Muro FEETTOTFE sum PRHTOF-WAY LINE OF SAU2Y RAIROAD;THENCE NORTH wm 55"EASTALSNG SAID SCUT
r RIGHT-OFWAY LINE,A DISTANCE OF 320.00 FEET;THENCE SOUTH 00111W FAST A DISTANCE OF 163.66 FEE
THENCE 9JUTH 37o55TWEASr,A DISTANCE CF 172 40 FEET;THENCE NORTH BT48W FIST A DISTANCE OF475.;
L FEET7OTHE BEGIANINGOFAa ARVECOWAVETOTHESOUT}Mr6TAND HAVINGARADIUS OF 2334.92 FEErAJ
Sworn to and subscribed before me by means of,4 lysical =EEOFa,RVATURE OF 4o°2301";THBNCEAUNNG SAIDOA2VE,ATN ARCDSTMI(E OF L%75 2FEET;THEW
SOUTH C10'171a'FASTADISTANCECF518.50 FE3TTOTHEN°RTFiFAST(IRNl72 CFTF I.APIDS DE9CRB®I
presence or_ line notarization,this OFHaAL RECORD BOOK 6%AT PAGE 19%OF THE PII&IC RECORDS OFot�a-IOBEEa MY,FLCRIMTHEM
SOUTH 89'MSr WE3T40 NGTFE NORTH LINE OF SAID LANDS,A DISTANCE OF 2X70 FEE TTOTFf NOR IVE
y CORNER OF SAID WIDS;THENCE SOUTH Wo1730'EAST ALONG THE WEST LINE OF SAID LANDS,A DISTANCE C
r� day of�fj E-oy--% r Y is LAD 298.70 FEET TO THE SDUTHWE57 CORNER OF SAID LANDS AND THE SOUTH LINE OF NCIRTFNJEST QUARTER C
THE DISTANCE
HE SQL R80�� SECTION 15THE POINT OF�;TNT SOUTH 8912032"WPSr,ALONG SAID SOUTH UNE,
-Notary Public, State of Florida at Large SAM LANDS LYING IN(0111CHOBEE CDUNY,,R.RIDA AVD ODMPRISING M016 ACRES MORE OR LESS
77 The PtM'6 nvtBd m attend and be heard on a@ rretlers The proposed ordr a xe can be wspected at the addre
above dxvg-Ul r Lx r tours,Mort-Fri,8 AM4:30 PM,ecept W InFda,S,or veved on the websM Mtps//wm
alynfokeednbeeoxNP�t-rotirP.hbnl.
BE ADVISED that ImAd you in erd to show any dowmeM plmne,video,or hm to the CouncU In support or opp
ShW marry 1EM on the agenda,a aDW of the dmurerd,pFtue,video,or Jim nxat be pnHided m the aY Oerk fa B
C3.ys remrds ANY PER90N DECIDING TO APPEAL any demon made by the Courx9 watt named tD any math
mredeed at the meebxg will need m ensure a verbatim remtd of the pruoaaffM is made and the record indrdes f
(r-„-an-..n>nzaxn�a,.M: te �spe i al wlnbe based.In acmdance with Uie n the dap sArriff r�dh Dj 4 pe
1 .•:'rs'r r,aye JAN�i SU�{l�.S()R/il in person with or'mp863.763981a,Fiaarig knpamd:FlD HeF�'7-1-1roUrr Ban(ourLMrte� pnCormL MY COMMISSION#HH 129146,
} ByCty Clerk Lane Garmtea,a/c
EXPIRES:May 12,2026 506251ON 11/3/2021
'. '. .. • —
t Bonded Thru Notary Public UndBrwriters
� �'4�L`L1,�HU69CL"y,•,>by.�A�KYAKi:AYAK