2022 08 02 Item 05. A., Exhibit 03Exhibit 3
8/2/2022
T_4_c__AM
:Y7. P .
ORDINANCE NO. 1255
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 MULTI -FAMILY
RESIDENTIAL (RMF) TO COMMERCIAL (C), APPLICATION NO.
22-004-SSA; 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 a certain Application, No. 22-004-
SSA, submitted by the property owner, Anita Nunez, Registered Agent of
Anita's Rental Properties, 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 June 16, 2022, which determined
such request to be consistent with the Comprehensive Plan and consistent
with the pattern of future land uses within the City; and
WHEREAS, the City Council has agreed with the recommendation of the Planning
Board and finds that the proposed application complies with the requirements
of Florida Statute 163, Part II, 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 2.41 acres is
hereby re -designated for purposes of the Future Land Use Map of the City of
Okeechobee Comprehensive Plan:
Application No. 22-004-SSA, from RMF to C. The Legal Description of
the Subject Property is as follows:
Ordinance No. 1255, Page 1 of 2
BEGINNING 921.5 FEET SOUTH OF THE NE CORNER OF SE 1/4 OF
SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, AND RUN
SOUTH 293.3 FEET ALONG SECTION LINE TO A POINT 1426 FEET
NORTH FROM THE SE CORNER OF SAID SE 1/4 OF SAID SECTION
21; RUN THENCE WEST AT RIGHT ANGLES 361 FEET, MORE OR
LESS, TO THE EAST BOUNDARY OF PARROTT AVENUE IN THE
CITY OF OKEECHOBEE, RUN THENCE NORTH ALONG PARROTT
AVENUE 293.3 FEET, RUN THENCE EAST AT RIGHT ANGLES 361
FEET, MORE OR LESS, TO THE POINT OF BEGINNING. LYING IN
AND COMPRISING A PART OF GOVERNMENT LOT 4, IN SECTION
21, TOWNSHIP 37 SOUTH, RANGE 35 EAST.
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
2"d day of August 2022, pursuant to F.S. 163.3187(2).
Dowling R. Watford Jr., Mayor
ATTEST:
Lane Gamiotea, CMC, City Clerk
REVIEWED FOR LEGAL SUFFICIENCY:
John J. Fumero, City Attorney
Ordinance No. 1255, Page 2 of 2
CITY OF OKEECHOBEE, FLORIDA
s PLANNING BOARD MEETING
JUNE 16, 2022
SUMMARY OF BOARD ACTION
I. CALL TO ORDER
Chairperson Hoover called the regular meeting of the Planning Board for the City of
Okeechobee to order on Thursday, June 16, 2022, at 6:01 P.M. in the City Council
Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida
followed by the Pledge of Allegiance.
II. ATTENDANCE
Roll was taken by Board Secretary Patty Burnette. Chairperson Dawn Hoover, Vice
Chairperson Doug McCoy, Board Members Phil Baughman, Karyne Brass, and
Alternate Board Member David McAuley were present. Board Members Rick Chartier,
Mac Jonassaint and Alternate Board Member Jim Shaw were absent with consent.
Chairperson Hoover moved Alternate Board Member McAuley to voting position.
III. AGENDA
A. There were no items added, deferred, or withdrawn from the agenda.
B. Motion by 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 Member Baughman, seconded by Member Brass to dispense with the
reading and approve the May 19, 2022, Regular Meeting minutes. Motion
Carried Unanimously.
V. CHAIRPERSON HOOVER OPENED THE PUBLIC HEARING AT 6:03 P.M.
A. Land Development Regulation (LDR) Text Amendment No. 22-002-TA, which
proposes to amend items 19 and 22 of Appendix C, Schedule of LDR Fees and
Charges.
1. City Planning Consultant Ben Smith with Morris-Depew Associates, Inc.
reviewed the Planning Staff Report explaining the reason for the request
to reduce the fees charged for Joinder applications.
2. There were no public comments offered.
3. There were no Ex-Parte disclosures offered.
4. Motion by Member Baughman, seconded by Member Brass to
recommend the City Council approve LDR Text Amendment No. 22-002-
TA as presented in [Exhibit 1.] Motion Carried Unanimously. The
recommendation will be forwarded to the City Council for consideration at
Public Hearings tentatively scheduled for July 5, 2022, and August 2,
2022.
B. Comprehensive Plan Small Scale Future Land Use Map (FLUM) Amendment
Application No. 22-004-SSA, to reclassify from Multi -Family (MF) Residential to
Commercial (C) on 4.21± acres located in the 1000 block of the East side of South
Parrott Avenue.
1. City Planning Consultant Smith briefly reviewed the Planning Staff Report
finding the requested C FLUM designation for the subject property
reasonably compatible with adjacent uses, consistent with the urbanizing
pattern of the area, and consistent with the City's Comprehensive Plan,
therefore recommending approval. The Applicant is also submitting a
concurrent request to rezone the property from Residential Single Family -
One (RSF-1) to Heavy Commercial (CHV). For the record, a notation was
made that the correct acreage amount for the application request should
be 2.41± acres and not 4.21.
2. Mr. Steven Dobbs, Consultant for the Property Owner, Anita Nunez,
Registered Agent of Anita's Rental Properties, Inc. was present and
available for questions. There were none.
June 16, 2022, Planning Board Meeting Page 1 of 2
V. PUBLIC HEARING ITEM B CONTINUED
3. No public comments were offered.
4. No Ex-Parte disclosures were offered.
5. Motion by Board Member Baughman, seconded by Board Member
McAuley to recommend approval to the City Council for Comprehensive
Plan Small Scale FLUM Amendment Application No. 22-004-SSA, as
presented in [Exhibit 2, 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 approval.] Motion
Carried Unanimously. The recommendation will be forwarded to the City
Council for consideration at a Public Hearing tentatively scheduled for July
19, 2022.
QUASI-JUDICIAL ITEM
C. Rezoning Petition No. 22-004-R, requests to rezone from RSF-1 to CHV, on
4.21± acres, located in the 1000 block of the East side of South Parrott Avenue
for the proposed use of developing a new commercial business.
1. Notary Public Patty Burnette administered an oath to Mr. Steven Dobbs,
209 Northeast 2"d Street, Okeechobee, Florida, who responded
affirmatively.
2. City Planning Consultant Smith briefly reviewed the Planning Staff Report
finding the requested rezoning from RSF-1 to CHV for the subject property
to be reasonably compatible with adjacent uses, consistent with the
urbanizing pattern of the area and consistent with the City's
Comprehensive Plan, therefore recommending approval should the
concurrent request to change the FLUM to C be approved. For the record,
a notation was made that the correct acreage amount for the petition
request should be 2.41± and not 4.21.
3. Mr. Dobbs, Consultant for the Property Owner, Anita Nunez, Registered
Agent of Anita's Rental Properties, Inc. was present and available for
questions. There were none.
4. No public comments were offered.
5. No Ex-Parte disclosures were offered.
6. Motion by Board Member Brass, seconded by Board Member Baughman
to recommend approval to the City Council for Rezoning Petition No. 22-
004-R as presented in [Exhibit 3, 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 approval].
Motion Carried Unanimously. The recommendation will be forwarded to
the City Council for consideration at Public Hearings tentatively scheduled
for July 19, 2022, and August 16, 2022.
CHAIRPERSON HOOVER CLOSED THE PULIC HEARING AT 6:25 P.M.
VI. CITY ADMINISTRATOR UPDATE
Gary expressed his thanks for the Board Members' attendance at the Joint Workshop
with the City Council that was held on May 24, 2022, and would update them once
information was received from the Central Florida Regional Planning Council. He gave
a brief update on how the City Charter would be presented on the ballot.
VII. Chairperson Hoover adjourned the meeting at 6:31 P.M.
Submitted by:
Patty M. Burnette, Secretary
Please take notice and be advised that when a person decides to appeal any decision made by the Planning Board with
respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is
made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are
for the sole purpose of backup for official records.
June 16, 2022, Planning Board Meeting Page 2 of 2
22-004-SSA
Comprehensive Plan Amendment Staff Report
Applicant I Anita's Rental Properties
Address ! 1000 Block of the East Side of South Parrott Ave
Prepared for The City of Okeechobee
MORRIS
Comprehensive Plan Amend- --it
Staff Report
06/07/2022
Petition No. 22-004-SSA
General Information
Owner: Anita's Rental Properties
Applicant: Anita's Rental Properties
Primary Contact: Steven L. Dobbs (863)-634-0194
Site Address: 1000 Block of the East Side of South Parrott Ave
Parcel Identification: 2-21-37-35-OA00-00045-0000
Note: For the legal description of the project or other information relating 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/0gendas.htm/
Future Land Use, Zoning, and Existing Use of Subject Property(s)
Existing Proposed
2-21-37-35-OA00-00045-0000
Parcel #1: i
Future Land Use Multi -Family Residential Commercial
Zoning ) Residential Single Family-1 i Commercial
Use of Property Vacant Restaurant
Acreage 2.41 j 2.41
Future Land Use, Zoning, and Existing Use of Surrounding Properties
Future Land Use
North Commercial
East Mixed -Use
Residential
South I Multi -Family
Residential
West Commercial
Zoning
Commercial
Holding
Residential Single Family-1
Commercial
Description of Request and Existing Conditions
Existing Use
Bar/restaurant
Vacant
Single Family dwelling
Vehicle sales, Motel
The request for consideration by the City of Okeechobee Planning Board and City Council is an
Amendment to the Future Land Use Map of the City's Comprehensive Plan to change the future land use
designation of the subject parcel from Multi -Family Residential to Commercial. The request involves a
parcel that is approximately 2.41 acres with frontage on US-441, a Principal Arterial roadway. The survey
CITY OF OKEECHOBEE MORRIS
DEPEW
Comprehensive Plan Amenc it
Staff Report
06/07/2022
Petition No. 22-004-SSA
that has been provided as part of the application submittal indicates that 0.40 acres of wetlands exist on
the subject parcel. Based on the size of the property, per Chapter 163.3187 F.S., this application qualifies
as a Small -Scale Amendment (SSA) to the Comprehensive Plan.
Current Development Potential as Multi -Family Residentia
The property is currently designated as Multi -Family Residential on the City of Okeechobee Future Land
Use Map. The Multi -Family Residential FLU allows apartments, duplexes, condominiums, and public
facilities, limited agriculture and compatible accessory uses. Additionally, all permitted uses within the
Single -Family Residential FLU category are allowed. The maximum standard density within the Multi -
Family Residential FLU is 10 dwelling units per acre. The subject parcel is 2.41 acres, which includes 2.01
acres of upland and 0.40 acres of wetlands, as identified on the provided survey. The 2.41 acres has a
multifamily density potential of 24 multifamily dwelling units.
Future Development Potential as Commercial
The Applicant has not identified any specific plans for this project at this time. However, if this map change
is approved, the property may be developed according to standards of the Comprehensive Plan and the
Land Development Code, specifically those that pertain to the commercial districts and commercial uses.
While the Commercial Future Land Use category allows for a maximum FAR of 3.0, the City's most intense
commercial zoning district (CHV) only allows a maximum building coverage of 50%, a maximum building
height of 45 feet (without a special use exception), and a maximum impervious surface coverage of 85%.
Based on 50% building coverage and a potential building height of four stories, an FAR of 2.0 is the
theoretical maximum development potential on the 2.41 acres for a total potential floor area of
approximately 210,000 square feet. However, it is not typical to exceed two stories in the City, especially
considering the parking and landscaping standards that will need to be met. Two story development with
50% building coverage on 2.41 acres would produce 105,000 square feet of floor area.
Consistency and Compatibility with Adjacent Uses
Applicant Response: These parcels have a FLU of Multi -Family Residential, the parcel to the north is
Commercial. The parcels directly north of this parcel is Commercial.
The proposed Future Land Use designation is consistent with the current major developed uses in the
area and to the largest extent the surrounding parcels are Commercial. This change would be in
compliance with the City's Commercial Corridor plan where they currently have designated the first
two blocks along Highway 441 and SR 70 to be commercial.
Staff Response: The subject property is located with frontage on US-441, which is generally recognized
as one of the City's main commercial corridors. Staff agrees that the Applicant's request is consistent
and compatible with the surrounding area and with the pattern of existing uses along US-441.
CITY OF OKEECHOBEE MORRIS = _
DEPEW
Comprehensive Plan Amens -it
Staff Report
06/07/2022
Petition No. 22-004-SSA
Consistency and Compatibility with Comprehensive Plan
Objective 12 states that the City of Okeechobee shall encourage compatibility with adjacent uses, and
curtailment of uses inconsistent with the character and land uses of surrounding areas shall discourage
urban sprawl.
As stated above, allowing commercial land use designations at this property is consistent with the pattern
of land uses, consistent with the City's Comprehensive Plan and should not cause any disturbance to
adjacent land uses.
Adequacy of Public Facilities and Services
Traffic Impacts
The Applicant provided a Traffic Impact Study which was completed by MacKenzie Engineering &
Planning, Inc. All calculations and references are included as they appear on the TIS. The existing future
land use net external trip generation is 229 daily, 30 AM peak hour (7 in/23 out), and the expected net
driveway trip generation is 31 PM peak hour (20 in/11 out) trips. The proposed FLU net external trip
general is 7,040 daily, 160 AM peak hour (99 in/61 out), and 554 PM peak hour (266 in/288 out) trips.
The TIS indicates that the future land use amendment will result in a potential trip generation change of
6,841 daily, 130 AM peak hour (92 in/38 out), and 523 PM peak hour (246 in/277 out) trips. Staff agrees
with this analysis that US-441 and SR-70 have adequate service capacity to support the traffic volume
that the proposed amendment could create.
Demand for Potable Water and Sewer Treatment
Applicant Response: I have attached a letter where the water and sewer demand will decrease with
this project.
Staff Response: The Applicant provided potable water and sanitary sewer demand calculations for the
requested Future Land Use Map Amendment which do not support the above statement that potential
water and sewer service demands will decrease. Future Land Use Policy 1.1 contains adopted level of
service standards for potable water at 114 gallons per capita per day and wastewater at 130 gallons per
capita per day. For purposes of estimating water and wastewater demand for commercial uses, the City
recommends 0.15 gallons per day per square foot of floor area. The following calculations are based on
these standards, the above stated maximum development potential,, and the US Census Bureau's latest
estimated average number of persons per household for the City:
Current Potable Water Potential Demand- 24 dwelling units X 2.84 persons per household X 114
gal/person/day = 7,770 gallons per day
Proposed Potable Water Potential Demand- 105,000 square feet X 0.15 gal/sf/day = 15,750 gallons per
day
Current Wastewater Potential Demand- 24 dwelling units X 2.84 persons per household X 130
gal/person/day = 8,860 gallons per day
Proposed Wastewater Potential Demand- 105,00 square feet X 0.15 gal/sf/day = 15,750 gallons per day
CITY OF OKEECHOBEE MORRIS
DEPEW
Comprehensive Plan Amenc -it
Staff Report
06/07/2022
Petition No. 22-004-SSA
The increase in potential demand is 7,980 gallons of potable water per day and 6,890 gallons of
wastewater per day. The Applicant has also provided letter of service availability from OUA which states
that adequate capacity is available to serve the potential increase in service demands.
Demand for Solid Waste Disposal
The application submittal includes a letter from Waste Management. However, the letter does not
provide any information regarding the available capacity of the existing solid waste facilities or the
expected demand that will result from the proposed map amendment.
Schools
Applicant Response: This is a commercial request, so no school demand is required.
Staff Response: The applicant is proposing commercial uses on the subject parcel and, therefore, staff
agrees that no school capacity demands exist.
Recreation and Open Space Demand
Commercial development should not increase demand for parks and recreation facilities.
Environmental Impacts
The provided survey identifies 0.40 acres of wetlands. In addition, the Applicant stated that a biologist
previously identified 0.95 acres of wetlands located on the parcel.
Two soil types are present on the subject property: Immokalee Fine Sand, 0 to 2 percent slopes, and
Floridana, Riviera, and Placid soils, depressional.
The applicant claims that there is no unique habitat or endangered species on the subject parcel, though
there is no environmental analysis provided to substantiate this claim.
A portion of the southern side of the subject property falls within Zone X, which is an area of minimal
flood hazard. There are no wellfields within 1,000 feet of the parcel.
CITY OF OKEECHOBEE
4
J MORRIS,
DEPEW
Comprehensive Plan Amenc it 06/07/2022
Staff Report Petition No. 22-004-SSA
Recommendation
Based on the materials provided by the applicant and the above analysis, we find that this request to
change the future land use designation from Multi -Family Residential to Commercial is consistent with
the City's Comprehensive Plan, reasonably compatible with adjacent uses, and is consistent with the
surrounding pattern of land use. Therefore, we recommend approval of the Applicant's request.
Submitted by:
G �
Ben Smith, AICP
Director of Planning
June 7, 2022
Okeechobee Planning Board Hearing June 16, 2022
CITY OF OKEECHOBEE 5 MORRIS
DEPEW
Comprehensive Plan Amenc it
Staff Report
06/07/2022
Petition No. 22-004-SSA
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CITY OF OKEECHOBEE
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MORRIS
DEPEW
Comprehensive Plan Amenc- nt
Staff Report
06/07/2022
Petition No. 22-004-SSA
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LAND USE CLASSIFICATIONS
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SINGLE - FAMILY RESIDENTIAL
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Exhibit D: Future Land Use
CITY OF OKEECHOBEE
7
MORRIS,
DEPEW
Exhibit 2 June 16, 2022
City of Okeechobee
General Services Department
55 S.E. 3' Avenue, Room 101
Okeechobee, Florida 39974-2903
Phone: (863) 763-3372, ext. 9820
Fax: 863 763-1686
Date: Petition No. a V.. ,5
Fee Paid: ej 4 off. go Jurisdiction: �
1" Hearing: -/ —c2e .2-2- 2"d Hearing:
publication Dates:
Notices Mailed: G
APPLICATION FOR COMPREHENSIVE PLAN AMENDMENT
TO BE COMPLETED BY CITY STAFF:
Verified FLUM Designation: -M F-
Verified Zoning Designation: R SF(
Plan Amendment Type: ❑ Large Scale (LSA) involving over 100 acres or a Text Amendment
Small Scale (SSA) involving 100 acres or less (may include a Text
Amendment that relates directly to, and is adopted simultaneously with,
the Small Scale Map Amendment)
APPLICANT PLEASE NOTE:
Answer all questions completely and accurately. Please print or type responses. If additional space is
needed, number and attach additional sheets. The total number of sheets in your application
is:
Submit 1 (one) copy of the complete application and amendment support documentation, including
maps, to the General Services Department. Fifteen (15) copies of any documents over 11 X 17 are required
to be submitted by the applicant.
I, the undersigned owner or authorized representative, hereby submit this application and the attached
amendment support documentation. The information and documents provided are complete and accurate to
the best of my knowledge.
J-J-joda
Date
*Attach Notarized Letter of Owner's Authorization
,jj/ 241;�'--
SignatVed
Owner or
Auth Representative*
For questions relating to this application packet, call the General Services Dept. at (863) 763-3372, Ext. 9824
(October 2021) Page 1 of 7
Applicaton for Comprehensive Plan Amendment
1. APPLICANT/AGENT/OWNERO.
Anita's Rental Properties, Inc.
Applicant
701 NE 3rd Street
Address
Okeechobee,
FL
34972
City
State
Zip
863467-0611
anitasrentalp@gmail.com
Telephone Number
Fax Number
E-Mail
Steven L. Dobbs
Agent*
1062 Jakes Way
Address
Okeechobee,
FL
33974
City
State
Zip
863-824-7644
sdobbs@stevedobbsengineering.com
Telephone Number
Fax Number
E-Mail
Anita's Rental Properties, Inc.
Owner(s) of Record
701 NE 3rd Street
Address
Okeechobee,
FL
34972
City
State
Zip
863-467-0611
anitasrentalp@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
�II. REQUESTED CHANGE (Please see Section V. Fee Schedule)
A. TYPE: (Check appropriate type)
❑ Text Amendment 0 Future Land Use Map (FLUM) Amendment
B. SUMMARY OF REQUEST (Brief explanation):
The owner is requesting to chance the future land use of this parcel from Multi- Family Residential to
Commercial Future Land Use
A. PROPERTY LOCATION:
1. Site Address: Unaddressed S. Parrott Avenue, Okeechobee, FL 34974
2. Property ID #(s): 2-21-37-35-OA00-00045-0000
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: 2.40 Acres
2. Total Area included in Request: 2.40 Acres
a. In each Future Land Use (FLU) Category: Commercial - 2.40Acres
(1)
(2)
(3)
(4)
b. Total Uplands: 2.00 Acres
C. Total Wetlands: 0.40 Acres
For questions relating to this application packet, call the General Services Dept. at (863) 763-3372, Eat. 9824
(July 2021) Page 3 of 7
Applicaton for Comprehensive Plan Amendment
3.
4
5.
Current Zoning: Residential Single Family - one
Current FLU Category: Multiple - Family Residential
g
Existing Land Use: Single Family Residential
6. Requested FLU Category: Commercial
D. MAXIMUM DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY
Development Type
Existing FLU
Category
Proposed FLU
Category
Residential
Density (DU/Acre)
10 DU/AC
Number of Units
24
Commercial (sq. ft.)
156,816 SF
Industrial (sq. ft.)
SUPPORTIV. AMENDMENT DocUMENTATION
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 8.51' 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 l 1x17; 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.
8. An aerial map showing the subject property and surrounding properties.
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
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 determine 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
Applicaton for Comprehensive Plan Amendment
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 II 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.
5. 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. 9824
(July 2021) Page 6 of 7
Applicaton for Comprehensive Plan Amendment
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.
V. FEE SCHEDULE
Large Scale Amendment (LSA) $4,000.00 plus $30.00 per acre
Small Scale Amendment (SSA) $850.00 plus $30.00 per acre
Text Amendment Flat Fee $2,000.00 each
AFFIDAVIT
I, Anita Nunez , certify that I am the owner or authorized representative of
the property described herein, and that all answers to the questions in this application and any
sketches, data, or other supplementary matter attached to and made a part of this application, are
honest and true to the best of my knowledge and belief. I also authorize the staff of the City of
Okeechobee to enter upon the property during normal working hours for the purpose of investigating
and evaluating the request made through this application.
57
Slgna "owner or Authorized Agent Date
Anita Nunez
Typed or Printed Name
STATE OF FLORIDA
COUNTY OF OIr%ehobe e-
The foregoing instrument was acknowledged before me by means of N physical presence or ❑ online
notarization, this day of Masi °d , 20?,�X , by /ins tag A7tlne z , who
(Name of Person)
is personally known to me or produced as identification.
Pu Notary Public state of Florida
9F
Marilyn Kluegel
MY mission
Expires 0612612023 309620
N to Pu I
lie Sig ature
For questions relating to this application packet, call the General Services Dept. at (863) 763-3372, Ext. 9824
(July 2021) Page 7 of 7
Anita's Rental Properties, Inc.
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.
These parcels have a FLU of Multi -Family Residential, the parcel to the north is
Commercial. The parcels directly north of this parcel is Commercial.
The proposed Future Land Use designation is consistent with the current major
developed uses in the area and to the largest extent the surrounding parcels are
Commercial. This change would be in compliance with the City's Commercial
Corridor plan where they currently have designated the first two blocks along
Highway 441 and SR 70 to be commercial.
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.
S. 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.
Applicant is owner
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.
Please see attached traffic study
(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.
The traffic impact study is 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 2.5 residents per household
Current 24 * 285 = 6,840 gpd
Future = 0 * 285 = 0 gpd
(2) 0.15 gallons per day per square foot of floor area for
nonresidential uses
Current 0 * 0.15 = 0 gpd
Future 156,816 * 0.15 = 23,522 gpd
Current total = 6,840 gpd
Future total = 23,522 gpd
Increase of 16,682 gpm
b. Recreation, and Open Space demand for residential uses of 3 acres
per thousand peals season population.
The project is proposed commercial and does not have an open space
demand.
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:
I have attached a letter where the water and sewer demand will
decrease with this project.
c. Schools.
This is a conunercial request, so no school demand is required.
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, however,
there have been 0.95 acres of wetlands identified previously by a biologist.
2. Soils posing severe limitations to development
The soil present onsite from the attached NRCS Websoil Survey, there are two
soil types Immokalee Fine Sand, 0 to 2 percent slopes and Floridana, Riviera, and
Placid soils, depressional. The soils present should cause no development
limitations.
3. Unique habitat.
The parcel was previously developed as single family residence, 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 FEMA map 12093C0480C, the western portion of the
subject parcels are within Zone X and shown as an area of minimal flooding,
however the western portion of the parcels are also within Zone X, but have the
warning, "0.2% Annual Chance Flood Hazard, Areas of 1 % annual chance flood
with average depth less than one foot or with drainage areas of less than one
square mile."
D. Internal Consistency with the City of Okeechobee Comprehensive Plan
1. Discuss how the proposal affects established City of Okeechobee population
projections.
This proposal is change the Future Land Use Designation from Multi -Family
Residential to Commercial and will have no impact on the 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.
There is no effect to the Comprehensive Plan Amendment's Policies and
Objectives from this request. The minimal decrease in density will not change the
ability of the city or any other utilities to provide available water, sewer, or roads.
3. Describe how the proposal affects the County's Comprehensive Plan as it
relates to adjacent unincorporated areas.
This project is a redeveloped of a developed 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)(I) 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.
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 commercial Land Use designation, the maximum development is
approximately 264,627 sf.
L 1.2.d.
Use
Measure
Rate
Gallons per Da
Multi -Family
24 Units @ 2.5
114 gppd
6,840 gpd — water/sewer
Residential
people per unit
(Existing)
Commercial
(Proposed)
156,816 SF @ 0.15
3,156 gppd
23,522 gpd — water/sewer
gallons per day per
sf
16,682 gpd — water/sewer
Net Impact
Water and Wastewater Treatment Plants
Based on i:ne information obtained from Okeechobee Utility Aw-hority, the parrnii ecl
capacity o'i the surface avaier treatment plant is 5.0 mgd +with the grounci ),vatsr ireai:rnent
;plant ratad ak` '1.0 mgd. The 1lvasievvaier treatrneni plant perrnittscl capacity is currently
3.0 rngd.
There is arn;ple capacity to sor%/e this project since the proposed flow is reducing.
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 501 NW 51' Street. 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 12093C0480C, this parcel is in Flood Zone X.
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, who's past record of compliance has beens shown to be a
responsible property owner and should be acceptable to the City and the SFWMD. 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
This is a commercial request with no park requirement.
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
2-21-37-35-OA00-00045-0000
Legal Description
Please refer to the attached legal and sketches that comprise this application for future
land use amendment.
5/3/22, 12:45 PM
I
Detail by Entity Name
Department of State / Divisfon of Corporations / Search Records / Search by EntityName /
Detail by Entity Name
Florida Profit Corporation
ANITA'S RENTAL PROPERTIES, INC.
t=iiiBg In orn-aation
Document Number
P18000032145
FEI/EIN Number
82-5059710
Date Filed
04/02/2018
Effective Date
04/16/2018
State
FL
Status
ACTIVE
Principal address
701 NE 3RD ST
OKEECHOBEE, FL 34972
Mailing Address
701 NE 3RD ST
OKEECHOBEE, FL 34972
Regis'ered Agent Nia,,,e & Addrass
Nunez, Anita
701 NE 3rd St
Okeechobee, FL 34972
Name Changed: 04/24/2020
Address Changed: 04/24/2020
Office r/Direct;oe Detail
Name & Address
Title P
NUNEZ, ANITA
2085 SE 4TH ST
OKEECHOBEE, FL 34972
Annual Rep®i-6;s
Report Year Filed Date
2020 04/24/2020
2021 04/27/2021
5/3/22,12:45 PM Detail by Entity Name
1 2022 04/19/2022
Docurn.eni' Inca -es
04/19i2022 — ANNUAL REPORT View image in PDF format
04/27/2021 — ANNUAL REPORT View Image In PDF format
04/24/2020 — ANNUAL REPORT View Image In PDF fbnnal
03113/2019 -- ANNUAL REPORT View image In PDF format
04/02/2018 — Domestic Profit View Image in PDF format
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City of Okeechobee
Future Land Use Amendment Application
Future Land Use Exhibit
Anita's Rental Properties, Inc.
LAND USE CLASSIFICATIONS
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City of Okeechobee
Future Land Use Amendment
Land Use Exhibit
Anita's Rental Properties, Inc.
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Future Land Use Amendment Application
Zoning Exhibit
Anita's Rental Properties, Inc.
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DESCRIPTION:
PARCELI:
BEGINNING AT THE SOUTHEAST CORNER OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35
EAST AND RUN NORTH ALONG SECTION LINE OF SAID SECTION 21, A DISTANCE OF 1426 FEET
FOR POINT OF BEGINNING;
FROM SAID POINT OF BEGINNING RUN WEST, ON A LINE PARALLEL TO THE SOUTH BOUNDARY
OF SAID SECTION 21. 361 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF PARROTT
AVENUE; THENCE RUN SOUTH. ALONG EAST BOUNDARY LINE OF SAID PARROTT AVENUE, 200
FEET; THENCE RUN EAST ON A LINE PARALLEL WITH THE SOUTH BOUNDARY OF SAID SECTION
21, A DISTANCE OF 361 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF SAID SECTION 21;
THENCE RUN NORTH, ALONG EAST BOUNDARY OF SAID SECTION 21, TO THE POINT OF
BEGINNING.
SAID LAND LYING AND COMPRISING A PART OF SE 114 OF SE 114 AND GOVERNMENT LOT 4 OF
SAID SECTION 21.
r; yr BEGINNING 921.5 FEET SOUTH OF NE CORNER OF SE 114 OF SECTION 21, TOWNSHIP 37 SOUTH,
RANGE 35 EAST, AND RUN SOUTH 293.3 FEET ALONG SECTION LINE TO A POINT 1426 FEET
NORTH FROM THE SE CORNER OF SAID BE 114 OF SAID SECTION 21; RUN THENCE WEST AT
7J c"j I, RIGHT ANGLES 301 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF PARROTT AVENUE IN
• �.' THE CITY OF OK.EECH08EE, RUN THENCE NORTH ALONG PARROTT AVENUE 293.3 FEET, RUN
THENCE EAST AT RIGHT ANGLES 381 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
5 LYING IN AND COMPRISING APART OF GOVERNMENT LOT 4, IN SECTION 21, TOWNSHIP 37
• i SOUTH, RANGE 35 EAST.
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PROJECT SPECIFIC NOTES: PROJECT SPECIFIC LEGEND:
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1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE DEED(D)AND MEASURED(M). ID - IDENTIFICATION
2) SITE ADDRESS: 1105 S. PARROTT AVENUE.
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3) PARCEL IU. 2-21-37-35-OA00'00045-OW0 & 2-21-37-3&OA00-00044.0000.
3
4) F.I.R.M. ZONE;'X', MAP NO. 12093CO480C, DATED 0716115.
i
6) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL
CONCERN.
6) SURVEYOR WAS NOT PROVIDED WITH ANYTITLE INFORMATION FORTHIS PARCEL. SURVEYOR ASSUMES PREPARED FOR THE EXCLUSIVE USE OF.
_
NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, ANITA'S RENTAL PROPERTIES, INC.
THERE MAY BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL.
l
7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
TI `
8) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE.
10) BEARING REFERENCE: THE EAST LINE OF SECTION 21 IS TAKEN TO BEAR NORTH 00.17'05' W EST.
11) DATE OF LAST FIELD SURVEY: 03/11122.
2f 'TI1I 22
—
P,O.C.
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28 I 21
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dF Official Records File#2022001 Page(s):5
®Jerald D Bryant, Clerk of the Circuit Court & Comptroller
Okeechobee, FL Recorded 1/27/2022 8:47 AM
Fees: RECORDING $44.00 D DOCTAX PD SO.00
Official Records File#20220000100 Page(s):3
®Jerald D Bryant, Clerk of the Circuit Court & Comptroller
Okeechobee, FL Recorded 1/4/2022 9:22 AM
Fees: RECORDING $27.00 D DOCTAX PD S4,413.50
NOTE: THIS DEED IS BEING RE -RECORDED TO INCORPORATE THE PROOF OF AUTHORITY OF THE
PERSON SIGNING, GRANTED BX RESOLUTION.
This instrument prepared by
Nason, Yeager, Gerson, Hams & Fu�neno, P.A.
Brian C. Hickey, Esquire
3001 PGA Blvd., Suite 305
Palm Beach Gardens, Florida 3341U
Tax I.D. No. 2-21-37-35-OA00-00044-0.000
Tax I.D. No. 2-21-37-35-0A00-00045-000,0<'"''`
SPECIAII `WARRANTY DEED
THIS INDENTURE, made this 29" day of December, 2021, between The Community Foundation
for Palm Beach and Martin Counties, Inc., a Florida not -for -profit corporation, for the benefit of
The Altobello Family Donor Advised Fund, whose address is 700 S. Dixie Highway, Suite 200,
West Palm Beach 33401, hereinafter referred to as "Grantor", and Anita's Rental Properties, Inc.,
a Florida corporation, whose address is 701 NE 3'd Street, Okeechobee, Florida 34972, hereinafter
referred to as "Grantee".
WITNESSETH:
That Grantor, for and in consideration of the sum of TEN AND NO/ 100 (S 10.00) DOLLARS
and other good and valuable consideration, in hand paid by Grantee, the receipt whereof is hereby
acknowledged, by these presents does grant, bargain, sell, alien, remise, release, convey and confirm
unto Grantee, those certain lands situate, lying and being in the County of Okeechobee, State of
Florida, more particularly described on Exhibit A attached hereto, together with all improvements
thereon (collectively, the "Property").
SUBJECT TO the following permitted exceptions ("Permitted Exceptions"):
1. Taxes and assessments for the year 2022 and subsequent years, which are not yet due and
payable; and
2. Conditions, restrictions, easements and reservations of record, if any, none of which are
hereby reimposed.
TOGETHER with all the tenements, hereditaments and appurtenances belonging or in
anywise appertaining to the Property, and the reversion or reversions, remainder or remainders, rents,
issues and profits of the Property.
AND Grantor hereby represents, warrants and covenants that Grantor has good right and
lawful authority to sell and convey the Property and that Grantor will defend the title of said Property,
subject to the Permitted Exceptions, against the lawful claims and demands of all persons claiming
by, through or under Grantor, but against none other.
Fil m # 2022001094 1/27/2022 2 of 5
File Num # 20220000100 1/4/2022 2 of 3
Grantor warrants that at the time of this conveyance, the Property is not the Grantor's
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.
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal the day and year first
above written.
Signed, sealed and delivered
in the presence of:
STATE OF FLORIDA )
SS:
COUNTY OF IPA-UYN
GRANTOR:
The Community Foundation for Palm Beach
and Martin Counties, Inc., a Florida not -for -
profit corporation
_ 1
By:
Steven Erjavec, Chief Fi a cial Officer
(SEAL)
The foregoing instrument was acknowledged before me by means of Ca —physical presence
or ❑ online notarization, this �F- j 12 -14 by S-T&W-W 0Y&3MLi€,PFesident- e,F O
of The Community Foundation for Palm Beach and Martin Counties, Inc., a Florida not -for -profit
corporation, on its behalf, who is personally known to me or who has produced a Driver's License
as identification.
Notary PStet® of Florida
Lisa H Loomis
MYco18ission
HH 5845 E%p.10/8/2026
yu�0-44-
Notary Signature
L 16k A. LOOM t S
Print Notary Name
NOTARY PUBLIC
State of Florida at Large
My Commission Expires: 10 / O`eT L=0Z5
Film # 2022001094 1/27/2022 3 of 5
File Num # 20220000100 1/4/2022 3 of 3
EXHIBIT A
LEGAL DESCRIPTION
PARCELI:
Beginning at the Southeast corner of Section 21, Township 37 South, Range 35 East and run North along
Section line of said Section 21, a distance of 1426 feet for a POINT OF BEGINNING;
From said point of beginning run West, on a line parallel to the South boundary of said Section 21, 361
feet, more or less, to the East boundary of Parrott Avenue; thence run South, along East boundary line
of said Parrott Avenue, 200 feet; thence run East on a line parallel with the South boundary of said
Section 21, a distance of 361 feet, more or less, to the East Boundary of said Section 21; thence run
North, along East boundary of said Section 21, to the POINT OF BEGINNING.
Said land lying and comprising a part of SE 1/4 of SE 1/4 and Government Lot 4 of said Section 21.
IBM-
LAvenue
L 2:
ing 921.5 feet South of NE Corner of SE 1/4 of Section 21, Township 37 South, Range 35 East, and
iuth 293.3 feet along Section line to a point 1426 feet North from the SE Corner of said SE 1/4 of
ction 21; run thence West at right angles 361 feet, more or less, to the East boundary of Parrott
in the City of Okeechobee; run thence North along Parrott Avenue 293.3 feet; run thence East at
ngles 361 feet, more or less, to the point of beginning.
n and comprising a part of Government Lot 4, in Section 21, Township 37 South, Range 35 East.
Va#
Fill, m 9 2022001094 1/27/2022 4 of 5
Docu Sign Envelope ID: SFFCF807-82E3-45B8-A7E2-5006A29D7642
CERTIFICATE OF CORPORATE RESOLUTION
I HEREBY CERTIFY that I am the duly elected and qualified Secretary of the COMMUNITY
FOUNDATION FOR PALM BEACH AND MARTIN COUNTIES, INC., a Florida not -for -profit
corporation, and that the following resolutions were duly adopted in accordance with the Articles
of Incorporation and Bylaws of the Corporation on November 19, 2021.
WHEREAS: The Community Foundation for Palm Beach and Martin Counties (the "Foundation")
owns two lots in Okeechobee, Florida described in Exhibit A (the "Property").
WHEREAS: A contracted offer.of $630,500 all cash, no contingencies, closing within five business
days from buyer's receipt an ^approval of title commitment has been received from Anita's
Enterprises, Inc.
RESOLVED: The Foundation is autthogoed to sell the Property under the terms and conditions as
stated above.
RESOLVED: [Steven Erjavec, Chief Financial Officer] of the Foundation, is hereby authorized,
empowered, and directed to execute and deliver, on behalf of the Foundation, any and all
agreements, documents, certificates or instruments, including but not limited to a sales contract
and all other agreements otherwise deemed necessary or appropriate to accomplish the approved
sale of the Property.
IN WITNESS WHEREOF, 1 have hereunto affixed my name as Secretary, and have caused
the corporate seal to be hereunto affixed, this 19th day of November 2021.
COMMUNITY FOUNDATION FOR PALM
BEACH AND MARTIN COUNTIES, INC. a
Florida not -for -profit corporation.
Docu Sl9noa by:
(CORPORATE SEAL)
Christina M. Macfarland, Secretary
Fih m 9 2022001094 1/27/2022 5 of 5
Docu Sign Envelope ID: 5FFCF807-82E3-4568-A7E2-5006A2907642
EXHIBIT A
Property
BEGINNING AT THE SOUTHEAST CORNER OF SECTION 2 1, TOWNSHIP 37 SOUTH
RANGE 35 EAST, AND RUN NORTH ALONG SECTION LINE OF SA IDSECTION 2 1, A
DISTANCE OF 1426 FEET FOR A POINT OF BEGINNING; FROM SA ID POINT OF
BEG INNING RUN WEST, ON A LINE PARALLEL WITH THE SOUTH BOUNDARY OF SAID
SECTION 2 1, 361 FEET, MORE OR LESS TO THE EAST BOUNDARY OF PARROTT
AVENUE: THENCE RUN SOUTH ALONG EAST BOUNDARY LINE OF SA LD PARROTT
AVENUE, 200 FEET; THENCE RUN EAST ON A LINE PARALLEL WITH THE SOUTH
BOUNDARY OF SA ID SECTION 2 1, A DISTANCE OF 36 1 FEET, MORE OR LESS, TO THE
EAST BOUNDARY OF SAID SECTION 2 1; THENCE RUN NORTH, ALONG EAST
BOUNDARY OF SA ID SECTION 2 1, TO THE POINT OF BEGINNING. SA 1D LAND LYING
IN AND COMPRISING A PART OF THESE 1/4 OF SC 1/4 AND GOVERNMENT LOT 4 IN
SECTION 21, TOWNSHIP I 37 SOUTH, RANGE 35 EAST.
and
BEGINN ING921.5FEETSOUTHOFTHENORTHEASTCORNEROFTHESOUTHEAST
114 OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, AND RUN SOUTH 293.3
F' FEET ALONG SECTION LINE TO A POINT 1426 FEET NORTH FROM THE SE
CORNER OF SAID SE CORNER OF SAID SE 114 OF SAID SECTION 21; RUN THENCE
1 WEST AT RIGHT ANGLES 361 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF
PARROTT A VENUE IN THE CITY OF OKEECHOBEE, RUN THENCE NORTH ALONG
PARROTT AVENUE 293.3 FEET RUN THENCE EAST AT RIGHT ANGLES 361 FEET,
MORE OR LESS, TO THE POINT OF BEGINNING. LYING IN AND COMPRISING A
PART OF GOVERNMENT LOT 4, 1N SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35
r� EAST.
ly
City of Okeechobee
Future Land Use Amendment
Aerial Exhibit
Anita's Rental Properties, Inc.
R I-M
k7" a W.
q 4 i 4 r .,-.Wrc _ atY.M+Yi�IWsJlkb; -AM
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rim c _ ' .,,,�•.%' 1'"0�,'.• ..� �. I
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rt.. I9 SV! 17Tl1 ST
ARNI
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laq
Petition No.t=f'
Affidavit Attesting to the Completeness and Accuracy
of the List of Surrounding Property Owners
hereby certify under the penalty of law or the revocation of the requested approval sought that to the best of my
knowledge and belief, the attached list constitutes the complete and accurate list of the property owners,
addresses, and parcel identification numbers of all parcels and tracts within three hundred (300) feet not including
intervening streets, alleys, or waterways, of the perimeter of the lands which are subjects of, or are contiguous to
but held under the same ownership as, the lands subject to the application for a change in land use orzoning, said
list constituting a portion of that application. This affidavit is made based upon an inspection of the tax rolls of the
Property Appraiser of Okeechobee County as of APril I
2022
and the
Assertions made to me by members of that Office that the information reviewed constitutes the most recent
information available to that office. I therefore attest to this and day of
t OL" 10
o2Oa
SignatgK-, -of Applicant
Anita Nunez
Name of Applicant (printed or typed)
STATE OF FLORIDA
COUNTY OF OHee-C lubCQ-�
6-- a -"?w 2-
Date
The foregoing instrument was acknowledged before me by means of9physical presence or ❑ online
notarization, this a?"2� day ofMOLL/ 20,U , by fin I -tc WVne z who is perms nown
tome or produced
io'N Y'Lo� Nolary public State of Florida
Marilyn Kluegel
My Commission GG 309620
1111W Expires 06/28/2023
as identification.
� r
Votary P b is S gnatu e
(Rev 4/2020) Page 3 of I 1
2-21-37-35-OA00-00043-0000
ILKBAL PROPERTIES LLC
C/O YUSUF ILKBAL
1111 S PARROTT AVE OKEECHOBEE
FL
34974
2-21-37-35-OA00-00046-0000
K J INVESTMENTS ENTERPRISES LL
5461 NE 56TH PKWY
OKEECHOBEE
FL
34972
2-21-37-35-OA00-00046-A000
RISSANEN GWENDOLYN E
2485 HOPEWELL RD
MILTON
GA
30004-2808
2-21-37-35-OA00-00047-0000
KEMP PROPERTIES OF OKEECHOBEE
1508 NE 39TH BLVD
OKEECHOBEE
FL
34972
2-22-37-35-OA00-00031-0000
TAYLOR CREEK FISHING VILLAGE
1411 SW STH AVE
OKEECHOBEE
FL
34974-5017
2-22-37-35-OA00-00032-0000
ARC HR5STP3002 LLC
38 WASHINGTON SQ
NEW PORT
RI
02840
2-22-37-35-OA00-00033-0000
STABILITY PROPERTY MANAGEMENT
1411 SW STH AVE
OKEECHOBEE
FL
34974
3-21-37-35-0040-00060-0030
STRAAT CAR WASH PROPERTY LLC
120 SW 8TH STREET
MIAMI
FL
33130
3-21-37-35-0040-00060-0060
DECARLO FRANK
405 SW 2ND STREET
OKEECHOBEE
FL
34974
3-21-37-35-0040-00060-0120
MITCHELL GIANINNA A
1105 SW 4TH ST
OKEECHOBEE
FL
34974
3-21 37-35-0040-00070-0010
PACIFIC CREEK LLC
2025 MIMOSA AVE
FORT PIERCE
FL
34949-3330
3-21-37-35-0040-00070-0040
1012 PARROTT LLC
2336 SE OCEAN BLVD #333
STUART
FL
34996-3310
3-21-37-35-0040-00070-0070
GARCIA NAHUM H
115 SW 10TH ST
OKEECHOBEE
FL
34974
3-21-37-35-0040-00160-0010
AZTECA 1100 INVESTMENT LLC
C/O JESUS & YOLANDA LUNA
8890 NE 12TH LN OKEECHOBEE
FL
34974-8148
3-21-37-35-0040-00170-0010
HAZELLIEF DAVID E
1200 SOUTH PARROTT AVENUE
OKEECHOBEE
FL
34974
3-21-37-35-0040-00170-0030
1208SPARRO77AVE LLC
C/O SONIA DI CHIARA
9993 ROBINS NEST RD BOCA RATON
FL
33496-2103
3-21-37-35-0040-00170-0070
CURREN KENNETH YOUNG
1201 SW 2ND AVE
OKEECHOBEE
FL
34974-5221
3-21-37-35-004A-00000-0010
BRYAN FAMILY COMMERCIAL
6300 SE 128TH AVE
OKEECHOBEE
FL
34974
3-21-37-35-004A-00000-0020
BRYAN FAMILY COMMERCIAL
6300 SE 128TH AVE
OKEECHOBEE
FL
34974
3-21-37-35-004A-00000-0030
BRYAN FAMILY COMMERCIAL
6300 SE 128TH AVE
OKEECHOBEE
FL
34974
3-21-37-35-004A-00000-OOCO
BRYAN FAMILY COMMERCIAL
6300 SE 128TH AVE
OKEECHOBEE
FL
34974
3-21-37-35-004A-00000-0100
BRYAN FAMILY COMMERCIAL
6300 SE 128TH AVE
OKEECHOBEE
FL
34974
'�I�II�f"iV � 17r
Vill
1,54
SE.BTH.ST n' - ----------- _ -- --&
Future Land Use Amendment
Traffic Analysis
Anita's Rentals
City of Okeechobee, FL
Prepared for:
Steven L. Dobbs Engineering, LLC
Okeechobee, Florida 34972
Prepared by:
acKenzie
Engineering & Planning, Inc.
1172 S W 30111 Street, Suite 500
Palm City, FL 34990
(772)286-8030
Digitally
signed by
Shaun
.,,,,
.............
MacKenzie
�° - ----._
Date:
-�r
2022.05.02
18:48:49
193004
May 2022
m MacKenzie Engineering and Planning, Inc. Shaun G. MacKenzie P.E.
ca 29013 PE Number 61751
i
e acKenzie
Engineering & 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 the northeast corner of US 441 &
SW II"' Street, City of Okeechobee, FL (PCN: 2-21-37-35-OA00-00045-0000). The
future land use (FLU) amendment traffic analysis will examine the impacts of changing
2.40 acres of Multi Family to Commercial land use. The applicant proposes to change
the future land use on 2.40 acres of Multi Family to Commercial.
Future Land Use — Maximum Net Increase in External Trips
The future land use amendment trip generation resulting change is 6,841 daily, 130 AM
peak hour (92 in/38 out), and 523 PM peak hour (246 in/277 out) trips.
The project satisfies the Public Facilities Impacts Small Scale Amendment within the
City of Okeechobee's Comprehensive Plan.
193004 Pagei
i
acKenzie
Engineering & Planning, Inc.
TABLE OF CONTENTS
EXECUTIVESUMMARY.................................................................................................i
TABLEOF CONTENTS....................................................................................................ii
LISTOF FIGURES............................................................................................................ ii
LISTOF TABLES.............................................................................................................. ii
INTRODUCTION.............................................................................................................. I
CURRENTDATA.............................................................................................................. I
FUTURE LAND USE CHANGE ANALYSIS..................................................................2
TRIPGENERATION.........................................................................................................2
ExistingFuture Land Use........................................................................................... 2
ProposedFuture Land Use..........................................................................................2
NetImpact...................................................................................................................3
INTERNALCAPTURE..................................................................................................... 3
PASS -BY TRIP CAPTURE...............................................................................................3
TRAFFIC DISTRIBUTION AND ASSIGNMENT...........................................................4
ROADWAYANALYSIS...................................................................................................5
HISTORICALGROWTH.................................................................................................. 5
ROADWAYANALYSIS...................................................................................................5
CONCLUSION................................................................................................................... 6
APPENDICES.................................................................................................................... 7
LIST OF FIGURES
Figure1. Site Location Map.............................................................................................. 1
Figure 2. Traffic Assignment.............................................................................................4
LIST OF TABLES
Table 1. Future Land Use Change..................................................................................... I
Table 2. Future Land Use Trip Generation........................................................................3
Table 3. Growth Rate Calculation.....................................................................................5
Table 4. Peak Hour One -Way Roadway Analysis.............................................................5
193004
Page ii
i
o-J acKenzie
Engineering & Planning, Inc.
INTRODUCTION
A future land use amendment is proposed on 2.40 acres located at the northeast corner of US 441
& SW 11"' Street, City of Okeechobee, FL (PCN: 2-21-37-35-OA00-00045-0000). The future
land use (FLU) amendment traffic analysis will examine the impacts of changing 2.40 acres of
Multi Family to Commercial land use. 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.
Table 1. Future Land Use Change
Parcel
I Size
Unit
I Existing FLU
Proposed FLU
2-21-37-35-OA00-00045-0000
1 2.40
Acres
I Multi Family (Low Rise)
Commercial
Figure 1. Site Location Map
Park St t'
N
SW III, St
US 441
CURRENT DA TA
The information contained below was used to develop the foregoing future land use traffic
analysis.
• Trip Generation, H"' Edition (ITE report)
• Comprehensive Plan
193004 Pagel
4bi
acKenzie
Engineering & Planning, Inc.
FUTURE LAND USE CHANGE ANALYSIS
Trip Generation
The study uses trip generation rates for Multifamily (ITE Land Use 220 — Multifamily Housing
(Low -Rise)) and Commercial (ITE Land Use 820 - Shopping Center (> 150k)) published in the
Institute of Transportation Engineers' (ITE) report, Trip Generation (IIth Edition).
Existing Future Land Use
The existing future land use uses the most intense reasonable maximum development scenario.
This scenario uses Multi -Family (Low -Rise) use at a maximum density of 10 dwelIing units
(DU) per acre. Therefore, based on the 2.40 acre land use change, the maximum intensity with
respect to traffic is 24 DU.
• 24 DU Multi -Family (Low -Rise) (ITE Land Use 210) (2.40 x 10 DU/Acre)
The existing FLU is expected to generate the following net external and driveway trips:
• 229 daily, 30 AM peak hour (7 in/23 out), and 31 PM peak hour (20 in/11 out) trips.
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 based on the maximum coverage
ratio 50% and three story maximum building height. Therefore, based on the 2.40 acres use
change the maximum expected intensity with respect to traffic is 156,816 square feet.
• 156,816 SF Commercial (ITE Land Use 820) (2.40 x 43,560 x 3.00 Floors x 50%)
The proposed FLU is expected to generate the following net external trips:
• 7,040 daily, 160 AM peak hour (99 in/61 out), and 554 PM peak hour (266 in/288 out)
trips.
193004 Page 2
eifidacKenzie
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 2 displays the resulting trip generation.
The resulting net external trips change is:
6,841 daily, 130 AM peak hour (92 in/38 out), and 523 PM peak hour (246 in/277 out)
trips.
Table 2. Future Land Use Trip Generation
Land Use
Intensity
Daily
AM Peak Hour
PM Peak Hour
Total
F In
Out
Total
In
Out
Trips
Existing FLU Traffic
Multi -family Housing (Low-rise)
24 DU
229
30
7
23
31
20
11
Proposed FLU Traffic
Shopping Center (>150k)
156.816 1000 SF
9,958
226
140
86
780
374
406
Pass -By Traffic
Shopping Center(>150k)
29.0%
2,888
66
41
25
226
108
118
NETPROPOSED TRIPS
7,070
160
99
61
554
266
288
Total Proposed Driveway Volumes
9,958
226
140
86
780
374
406
NET CHANGE IN TRIPS (FOR THE PURPOSES OF FUTURE
LAND USE AMENDMT)
EN
6,841
130
92
38
523
246
277
Note: Trip generation was calculated using the following data:
ass -by ------ATPeak Hour PM Peak Hour
Land se ITECode Unit DailyRate I Rate m14ul ate in/out Equation
Shopping Center (>1 50k)
820
1000SF
T = 26.11 (X) + 5863.73
29%
62138
T=0.59()9+133.55
41152
Ln(T)=0.72Ln(X)+3.02
Multi -family Housing
(Low-rise)
220
DU
T=6.41())+75.31
0%
24I76
T=0.31(X)+22.85
63137
T=0.43(X)+20.55
Copyright C)2022, MacKenzie Engineering and Planning, Iuc.
Internal Capture
Internal capture is 0.
Pass-bv Trip Capture
The proposed pass -by capture is in accordance with ITE's report, Trip Generation Manual (I Ith
Edition) as shown in Exhibit 1.
193004 Page 3
i
acKenzie
Engineering Sa Planning, Inc.
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:
NORTH - 80 percent
SOUTH - 20 percent
Figure 2. Traffic Assignment
30%
Park St 30% 20% A
Property Site
SW I 1 �St
20%
US 441
193004 Page 4
o�VacKenzie
Engineering & Planning, Inc.
ROADWAYANALYSIS
Historical Growth
Historic growth rates were determined based on FDOT Traffic Online data as shown in Table 3.
The historic annual growth on the surrounding facilities between 2016 and 2020 is -2.4%. A
minimum growth rate of 2% will be used to provide a conservative analysis, provided that
calculations show less than 2% growth. Data
Table 3. Growth Rate Calculation
Annual
Growth
Absolute
1 Growth
Rate
Road Name
Segment
2016
2017
2018
2019
2020
US 441
S of SR 70
30,000
29,000
27,500
27,500
25,000
-1,150
-4.60%
N of SR 70
25,000
25,000
24,000
23,500
21,000
-950
-4.5%
SR 70
E of US 441
25,500
26,500
25,500
26,000
25,000
-150
-0.60%
W of US441
20,000
21,500
20,500
21,500
20,300
60
0.3%
Weighted Average -2.4%
Growth Rate Used 2.0%
Roadway 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 future land use (FLU) trips.
The level of service capacity is based on Florida Department of Transportation's Quality/Level of
Service Handbook. Based on comprehensive plan, the LOS of Principal Arterial is C. 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. Based on the
analysis, all roadway segments are projected to operate acceptably in 2027 with the proposed
development as shown in Table 4.
Table 4. Peak Hour One -Way Roadway Analysis
From To
Number
or
Lancs
LOS'C'
Capacity
Percent
sign
ment
FLUTrips
2020 Existing
Peak Hour
Peak
Season
Factor
2027 Background
Traffic Volume
Total TrafficRoatbwy
Volume
Meets Standard?
NB/EB
SB/WB
NB/EB
SB/WB
NB/EB
SB/WB
WEB
SB/WB
NB/EB
SB/WB
SR70
Us 98 US 441
4LD
1,910
30%
80
86
710
894
1.16
946
1,178
1,026
1,264
Yes
Yes
US 441 SR 710
4LD
1,910
20%
58
53
970
979
1.16
1,293
1,304
1,351
1,357
Yes
Yes
LIS 441
28th St Property
4LD
1,910
209/o
53
58
943
947
1.16
1,257
1.262
1,310
1,320
Yes
Yes
Property SR 70
41
1,910
80%
230
213
943
947
1.16
1,257
1,262
1,487
1,475
Yes
Ycs
SR 70 411t St
4LD
1910
30%
86
80
719
919
1.16
958
1,225 1
1,044 1
1,305 1
Yes
Yes
193004 Page 5
f acKenzie
Engineering CST 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 the northeast corner of US 441 & SW I I"' Street,
City of Okeechobee, FL (PCN: 2-21-37-35-OA00-00045-0000). The future land use (FLU)
amendment traffic analysis will examine the impacts of changing 2.40 acres of Multi Family to
Commercial land use. The applicant proposes to change the future land use on 2.40 acres of
Multi Family to Commercial.
Fixture Land Use — Maximum Net Increase in External Trips
The future land use amendment trip generation resulting change is 6,841 daily, 130 AM peak
hour (92 in/38 out), and 523 PM peak hour (246 in/277 out) trips.
The project satisfies the Public Facilities Impacts Small Scale Amendment within the City of
Okeechobee's Comprehensive Plan.
193004 Page 6
01
/EgaacKenzie
Engineering & Planning, Inc.
APPENDICES
193004 Page 7
County: 91
Station: 0009
Description: SR 15/US 441, NORTH OF SR 70
Start Date: 08/19/2020
Start Time: 1200
---------------------------------------------------------------------------------------
Direction: N Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 19 18 11 18 661 11 8 7 13 391 105
0100 16 8 12 6 421 12 5 9 17 431 85
0200 14 7 6 10 371 5 6 8 10 291 66
0300 5 7 4 11 271 12 9 10 6 371 64
0400 17 19 14 35 851 18 9 27 36 901 175
0500 28 47 60 61 1961 27 49 43 85 2041 400
0600 88 93 166 209 5561 95 85 104 173 4571 1013
0700 143 131 175 245 6941 167 163 185 196 7111 1405
0800 182 158 173 154 6671 183 166 156 192 6971 1364
0900 148 124 139 139 5501 143 144 159 162 6081 1158
1000 161 134 131 142 5681 137 148 164 164 6131 1181
1100 120 162 150 184 6161 164 160 184 206 7141 1330
1200 166 153 167 159 6451 231 192 166 164 7531 1398
1300 173 178 158 210 7191 158 172 178 170 6781 1397
1400 166 182 150 155 6531 155 275 184 163 7771 1430
1500 172 175 184 150 6811 191 216 197 235 8391 1520
1600 159 134 175 163 6311 242 202 194 213 8511 1482
1700 190 191 163 167 7111 267 245 199 154 8651 1576
1800 164 143 127 146 5801 133 190 135 124 5821 1162
1900 113 99 92 85 3891 112 122 77 79 3901 779
2000 74 83 68 71 2961 86 98 62 58 3041 600
2100 59 56 52 48 2151 44 50 51 53 1981 413
2200 56 36 43 18 1531 40 30 24 21 1151 268
2300 21 26 19 12 781 20 24 16 15 751 153
---------------------------------------------------------------------------------------
24-Hour Totals: 9855 10669 20524
---------------------------------------------------------------------------------------
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 730 760 730 730 730 1490
P.M. 1300 719 1645 924 1630 1638
Daily 730 760 1645 924 1630 1638
Truck Percentage 13.20 12.91 13.05
-----------------------------------------------------------------------------------------------
Classification Summary Database
Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol
N 21 5464 3069 63 479 112 6 236 386 15 1 1 2 0 0 1301 9855
S 29 5897 3366 42 528 78 18 255 415 37 1 1 2 0 0 1377 10669
ile:///C/Users/Asus/0neDrive%20%2OFlorida%2ODepartment%20oN/o2OTransportation/Traffic/SynopsisReports_2020/910009.txt[5/19/2021 3:25:53 PMI
County: 91
Station: 0019
Description: SR 70/700/US 98, WEST OF SR 15/US 441
Start Date: 08/19/2020
Start Time: 1200
Direction: E Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 12 14 9 9 441 18 12 10 12 521 96
0100 11 7 1 8 271 9 10 11 6 361 63
0200 7 7 5 11 301 6 7 15 6 341 64
0300 12 9 14 9 441 6 7 6 5 241 68
0400 16 24 38 41 1191 10 12 18 22 621 181
0500 43 73 93 103 3121 8 35 40 51 1341 446
0600 141 107 134 154 5361 57 50 99 83 2891 825
0700 112 137 174 191 6141 114 105 134 170 5231 1137
0800 173 146 153 143 6151 141 106 132 155 5341 1149
0900 145 116 131 131 5231 123 116 111 166 5161 1039
1000 134 143 149 125 5511 133 123 151 169 5761 1127
1100 121 122 143 166 5521 178 155 163 181 6771 1229
1200 182 144 155 160 6411 178 182 134 182 6761 1317
1300 161 185 156 160 6621 180 200 183 164 7271 1389
1400 154 158 176 148 6361 164 186 166 160 6761 1312
1500 160 166 176 148 6501 181 216 165 198 7601 1410
1600 168 157 155 170 6501 188 202 210 202 8021 1452
1700 193 163 183 171 7101 242 215 209 218 8841 1594
1800 132 145 135 97 5091 176 202 136 154 6681 1177
1900 94 86 90 75 3451 129 112 116 97 4541 799
2000 89 91 81 67 3281 100 98 94 75 3671 695
2100 36 57 39 32 1641 79 66 45 45 2351 399
2200 40 41 25 21 1271 51 37 39 27 1541 281
2300 19 23 19 13 741 24 24 17 20 851 159
---------------------------------------------------------------------------------------
24-Hour Totals: 9463 9945 19408
---------------------------------------------------------------------------------------
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 730 684 730 551 730 1235
P.M. 1700 710 1700 884 1700 1594
Daily 1700 710 1700 884 1700 1594
Truck Percentage 14.11 13.87 13.98
----------------------------------------------------------------------------------------------
Classification Summary Database
Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol
E 21 5034 3073 18 537 58 13 335 355 18 0 0 1 0 0 1335 9463
W 31 5290 3245 21 562 58 3 326 387 19 0 0 3 0 0 1379 9945
ile:///C/Users/Asus/OneDrive%20%20Florida%20Department%20oN/o20Transportation/Traffic/SynopsisReports_2020/910019.txt[5/19/2021 3:25:54 PM]
County: 91
Station: 0103
Description: SR 15/700, US 98/441 SOUTH OF SR 70
Start Date: 08/19/2020
Start Time: 1200
Direction: N Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 14 12 6 12 441 7 7 9 7 301 74
0100 8 9 8 4 291 6 1 2 9 181 47
0200 3 1 5 2 111 3 6 5 9 231 34
0300 3 4 4 9 201 5 4 10 11 301 50
0400 10 10 24 23 671 8 16 22 24 701 137
0500 29 37 42 65 1731 26 29 41 50 1461 319
0600 73 67 109 141 3901 51 48 63 110 2721 662
0700 98 115 131 187 5311 116 120 173 203 6121 1143
0800 157 158 156 168 6391 183 179 186 186 7341 1373
0900 174 173 170 200 7171 194 169 197 188 7481 1465
1000 189 179 174 199 741191 205 204 224 8241 1565
1100 209 215 265 212 901212 224 219 259 9141 1815
1200 241 221 212 210 8841 240 243 228 229 9401 1824
1300 244 246 220 220 9301 237 208 227 219 8911 1821
1400 248 217 211 204 8801 182 219 267 220 8881 1768
1500 233 219 220 210 8821 235 253 243 251 9821 1864
1600 261 235 193 226 9151 261 229 235 236 9611 1876
1700 233 247 230 233 9431 268 259 210 210 9471 1890
1800 218 185 181 183 7671 206 202 195 154 7571 1524
1900 158 134 138 111 5411 141 142 117 110 5101 1051
2000 124 129 93 97 4431 111 99 79 60 3491 792
2100 78 51 61 45 2351 62 46 50 41 1991 434
2200 45 44 37 24 1501 40 29 28 27 1241 274
2300 21 27 15 15 781 25 22 16 16 791 157
---------------------------------------------------------------------------------------
24-Hour Totals: 11911 12048 23959
---------------------------------------------------------------------------------------
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 685 745 751 845 1431
P.M. 1700 943 1515 1008 1515 1918
Daily 1700 943 1515 1008 1515 1918
Truck Percentage 8.01 8.17 8.09
Classification Summary Database
Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol
N 28 7150 3779 23 490 34 10 222 157 15 0 0 3 0 0 954 11911
S 30 7323 3711 13 497 67 2 238 153 14 0 0 0 0 0 984 12048
file:///C/Users/Asus/0neDrive%20%20FIorida%2ODepartment%2Oof%2OTransportation/Traffic/SynopsisReports_2020/910103.txt[5/19/2021 3:25:54 PM]
County: 91
Station: 5012
Description: SR 70, EAST OF SR 15/700/US 98/441
Start Date: 08/25/2020
Start Time: 0000
Direction: E
Direction: W
Combined
Time
1 st
2nd
3rd
4th Total
1st 2nd 3rd 4th Total Total
---------------------------------------------------------------------------------------
0000
18
10
18
14 601
15 17
19
7
581 118
0100
14
18
13
11 561
10 12
12
9
431 99
0200
12
12
12
10 461
8 7
12
15
421 88
0300
10
18
6
20 541 15 10
13
26
641 118
0400
18
33
40
43 1341
19 23 27
39
1081 242
0500
83
85
153
171 4921
45 73 73 94 2851 777
0600
222
195
126
185 7281
109
122
161
179 5711
1299
0700
204
217
184
167 7721
179
214
269
314 9761
1748
0800
193
15,6
150
171 6701
206
204
178
194 7821
1452
0900
147
137
161
151 5961
181
132
171
202 6861
1282
1000
163
170
173
140 6461
175
179
163
169 6861
1332
1100
157
171
177
168 6731
163
187
157
161 6681
1341
1200
184
186
192
165 7271
165
200
170
203 7381
1465
1300
183
182
157
196 7181
182
186
178
162 7081
1426
1400
208
215
194
215 8321
187
152
191
170 7001
1532
1500
207
210
205
246 8681
209
211
157
219 7961
1664
1600
250
265
229
221 9651
194
213
234
223 8641
1829
1700
286
242
221
219 9681
236
262
258
211 9671
1935
1800
181
174
159
164 6781
208
188
156
169 7211
1399
1900
127
131
136
106 5001
114
129
132
116 4911
991
2000
125
109
96
76 4061
127 98 91 84 4001 806
2100
58
80
52
51 2411
60 65
56
64
2451 486
2200
58
55
51
38 2021
34 51
32
40
1571 359
2300
23
25
25
16 891 26 20
29
18
931 182
---------------------------------------------------------------------------------------
24-Hour Totals:
12121
11849 23970
---------------------------------------------------------------------------------------
Peak Volume Information
Direction:
E
Direction:
W
Combined
Directions
Hour
Volume
Hour
Volume
Hour
Volume
A.M.
645
790
715
1003
715
1764
P.M.
1615
1001
1645
979
1645
1949
Daily
1615
1001
715
1003
1645
1949
Truck
Percentage
18.26
17.81
18.04
Classification Summary Database
Dir 1 2 3 4 5 6 7 8 9 10 11 12 13
E 54 6167 3687 55 754 136 24 434 780 27 0
W 34 6116 3589 35 751 124 12 419 746 19 1
14 15 TotTrk TotVol
0 3 0 0 2213 12121
1 2 0 0 2110 11849
file:///C/UserslAsus/OneDrive%20%20Florida%20Department%20oN/o20Transportation/TrafficlSynopsisReports_20201915012.txt[511912021 3:25:59 PM]
2020
PEAK SEASON
FACTOR CATEGORY
REPORT
- REPORT TYPE: ALL
CATEGORY: 9100 OKEECHOBEE CNTYWIDE
MOCF: 0.90
WEEK
DATES
SF
PSCF
* 1
01/01/2020
- 01/04/2020
0.95
1.06
* 2
01/05/2020
- 01/11/2020
0.93
1.03
* 3
01/12/2020
- 01/18/2020
0.91
1.01
* 4
01/19/2020
- 01/25/2020
0.89
0.99
* 5
01/26/2020
- 02/01/2020
0.87
0.97
* 6
02/02/2020
- 02/08/2020
0.85
0.94
* 7
02/09/2020
- 02/15/2020
0.83
0.92
* 8
02/16/2020
- 02/22/2020
0.85
0.94
* 9
02/23/2020
- 02/29/2020
0.87
0.97
*10
03/01/2020
- 03/07/2020
0.89
0.99
*11
03/08/2020
- 03/14/2020
0.91
1.01
*12
03/15/2020
- 03/21/2020
0.93
1.03
*13
03/22/2020
- 03/28/2020
1.01
1.12
14
03/29/2020
- 04/04/2020
1.10
1.22
15
04/05/2020
- 04/11/2020
1.18
1.31
16
04/12/2020
- 04/18/2020
1.27
1.41
17
04/19/2020
- 04/25/2020
1.22
1.36
18
04/26/2020
- 05/02/2020
1.18
1.31
19
05/03/2020
- 05/09/2020
1.13
1.26
20
05/10/2020
- 05/16/2020
1.09
1.21
21
05/17/2020
- 05/23/2020
1.08
1.20
22
05/24/2020
- 05/30/2020
1.08
1.20
23
05/31/2020
- 06/06/2020
1.07
1.19
24
06/07/2020
- 06/13/2020
1.07
1.19
25
06/14/2020
- 06/20/2020
1.07
1.19
26
06/21/2020
- 06/27/2020
1.07
1.19
27
06/28/2020
- 07/04/2020
1.07
1.19
28
07/05/2020
- 07/11/2020
1.08
1.20
29
07/12/2020
- 07/18/2020
1.08
1.20
30
07/19/2020
- 07/25/2020
1.07
1.19
31
07/26/2020
- 08/01/2020
1.06
1.18
32
08/02/2020
- 08/08/2020
1.05
1.17
33
08/09/2020
- 08/15/2020
1.05
1.17
34
08/16/2020
- 08/22/2020
1.04
1.16
35
08/23/2020
- 08/29/2020
1.04
1.16
36
08/30/2020
- 09/05/2020
1.04
1.16
37
09/06/2020
- 09/12/2020
1.04
1.16
38
09/13/2020
- 09/19/2020
1.04
1.16
39
09/20/2020
- 09/26/2020
1.03
1.14
40
09/27/2020
- 10/03/2020
1.02
1.13
41
10/04/2020
- 10/10/2020
1.01
1.12
42
10/11/2020
- 10/17/2020
1.00
1.11
43
10/18/2020
- 10/24/2020
1.00
1.11
44
10/25/2020
- 10/31/2020
0.99
1.10
45
11/01/2020
- 11/07/2020
0.99
1.10
46
11/98/2020 -
11/14/2020
0.99
1.10
47
11/15/2020
- 11/21/2020
0.99
1.10
48
11/22/2020 -
11/28/2020
0.98
1.09
49
11/29/2020 -
12/05/2020
0.97
1.08
50
12/06/2020 -
12/12/2020
0.96
1.07
51
12/13/2020 -
12/19/2020
0.95
1.06
52
12/20/2020 -
12/26/2020
0.93
1.03
53
12/27/2020 -
12/31/2020
0.91
1.01
* PEAK SEASON
27-FEB-2021 10:29:56 830UPD 1 9100 PKSEASON.TXT
TABLE 7 Generalized Peak Hour Directional Volumes for Florida's
Urbanized Areas January2020
INTERRUPTED FLOW FACILITIES
UNINTERRUPTED FLOW
STATE SIGNALIZED ARTERIALS
FREEWAYS
Class 1 (40 mph or higher posted speed limit)
Core Urbanized
Lanes Median B C D E
Lanes B C D E
1 Undivided * 830 880 **
2 2,230 3,100 3,740 4,080
2 Divided * 1,910 2,000 **
3 3,280 4,570 5,620 6,130
3 Divided * 2,940 3,020 **
4 4,310 6,030 7,490 8,170
4 Divided * 3,970 4,040 **
5 5,390 7,430 9,370 10,220
Class II (35 mph or slower posted speed limit)
6 6,380 8,990 11,510 12,760
Lanes Median B C D E
Urbanized
1 Undivided * 370 750 800
Lanes B C D E
2 Divided * 730 1,630 1,700
2 2,270 3,100 3,890 4,230
3 Divided * 1,170 2,520 2,560
3 3,410 4,650 5,780 6,340
4 Divided * 1,610 3,390 3,420
4 4,550 6,200 7,680 8,460
5 5,690 7,760 9,520 10,570
Non -State Signalized Roadway Adjustments
Freeway Adjustments
(Alter corresponding state volumes
Auxiliary Ramp
by the indicated percent.)
Lane Metering
Non -State Signalized Roadways - 10%
+ 1000 +5%
Median &Turn Lane Adjustments
Exclusive Exclusive Adjustment
UNINTERRUPTED FLOW HIGHWAYS
Lanes Median Left Lanes Right Lanes Factors
Lanes Median B C D E
1 Divided Yes No +5%
1 Undivided 580 890 1,200 1,610
1 Undivided No No -20%
2 Divided 1,800 2,600 3,280 3,730
Multi Undivided Yes No -5%
3 Divided 2,700 3,900 4,920 5,600
Multi Undivided No No -25%
- - - Yes +5%
Uninterrupted Flow Highway Adjustments
Lanes Median Exclusive left lanes Adjustment factors
One -Way Facility Adjustment
1 Divided Yes +5%
Multiply the corresponding directional
Multi Undivided Yes -5%
volumes in this table by 1.2
Multi Undivided No -25%
BICYCLE MODE2
'Values shown are presented as peak hour directional volumes for levels of service and
(Multiply vehicle volumes shown below by number of
arc for the automobile/truck modes unless specifically stated. This table does not
directional roadway lanes to determine two-way maximum service
constitute a standard and should be used only for general planning applications. The
volumes.)
computer models from which this table is derived should be used for more specific
planning applications. The table and deriving computer models should not be used for
Paved
corridor or intersection design, where snore refined techniques exist. Calculations are
Shoulder/Bic Cle
based on planning applications of the HCNI and the Transit Capacity and Quality of
Lane Coverage B C D E
Service Manual.
0-49% * 150 390 l 000
2 Level of service for the bicycle and pedestrian modes in this table is based on
number of vehicles, not number of bicyclists or pedestrians using the facility.
50-84% 110 340 1,000 >1,000
85-100% 470 1,000 >1,000 **
, Bases per hour shown are only for the peak hour in the single direction of the higher traffic
flow.
PEDESTRIAN MODE2
• Cannot be achieved using table input value defaults.
(Multiply vehicle volumes shown below by number of
directional roadway lanes to determine two-way maximum service
** Not applicable for that level of service letter grade. For the automobile mode,
volumes greater than level of service D become F because intersection capacities have
volumes.)
been reached. For the bicycle mode, the level of service letter grade (including F) is not
Sidewalk Coverage B C D E
achievable because there is no maximum vehicle volume threshold using table input
value defaults.
0-49% * * 140 480
Source:
50-84% * 80 440 800
Florida Department ofTransportation
85-100% 200 540 880 >] 000
r
systems Implementation Office
hups://www.rdot.gov/planning/systans/
BUS MODE (Scheduled Fixed Route)'
(Buses in peak hour in peak direction)
Sidewalk Coverage B C D E
0-84% > 5 >- 4 >- 3 >- 2
85-10001a > 4 >- 3 >- 2 > 1
QUALITYILEVEL OF SERVICE HANDBOOK
UNPLATTED LANDS OF THE CITY BEG COMMUNITY FOUNDATION FOR PALM
FEET SOUTH OF THE NORTHEAST CORN 700 S DIXIE HWY STE 200
SOUTHEAST 1/4 OF SECTION 21, TOW WEST PALM BEACH. FL 33401-5R54
2-21-37-35—OA00-00045-0000
BUILDING
E-CEMNT
CHARACTERISTICS
CD--=NSTRUCTIO
I MARKET ADJUSTMENTS OKEECHOBEE COUNTY PROPERTYPAGE 1 or 1 50
TYPE ,MDL EFF.AREA TOTADJPTS JEFF.BASERATE REPL.COSTNEW AYB EYB ECON FNCT NORM 9:CONDI VALUATION SUMMARY
VALUATION BY STANDARD
BLD DATE LGL GATE
xFDATE LAND DATE
441 S, OKEECHOBEE INC DATE FAG DATE
Tax Group: 50 Tax Dist:
BUILDING MARKET VALUE
io
TOTAL MARKET OB/XF VALUE
0
TOTAL LAND VALUE. MARKET
aai, 586
TOTAL MARKET VALUE
401,586
SOHfAGL Deduction
0
ASSESSED VALUE
401,566
TOTAL EXEMPTION VALUE
0
BASE TAXABLE VALUE
401,586
TOTALJUSTVALUE
dot, 586
INCOME VALUE
PREVIOUS YEAR MKT VALUE
d01, 566
PERMtTNUM
DESCRIPTION
AMT
ISSUED
DORCODE
1000 VACANT COMMERCIAL
MAPNUM
MKTAREq 570
NEIGHBORHOOD
AREA TOTAL
TYPE GROSS
AREA
518610.00 1.00
PCT TOT ADJ SUBAREA
OF AREA MARKET
BASE VALUE
SALES DATA
OFFRECORD TYPE
Number DATE I N S T
O
U
V
I
RSN
CD
SALE
PRICE
2021006110 3/10/2021 I SWI
U
I V
1 111
100
GRANTOR:ALTOBELLO FRANK TRUST
GRANTEE: COMMUNITY FOUNDAT20
0764/0825 B/28/2015 SAI V V 11 0
GRANTOR:WILSON MARY H (ESTATE
GRANTEE:WILSON SCOTT & MARY
TOTALS
BUILDING NOTES
EXTRA
FEATURES
HWY
L
N
OMF
CODE
DESCRIPTION
BLD
CAP
L
W
UNITS
UT
Adj R
ADJ UNIT
PRICE
ORIG
COND
YEAR
ON
YEAR
ACTUAL
0
%
COND
OB/XF MKT
VALUE
NOTES
BUILDING DIMENSIONS
—I
LAND DESCRIPTION
TOTAL
OB/XF
0
L
N
USE
CODE
LAND USE
DESCRIPTION
CAP
R
0
LOC
ZONE
FRONT
DEPTH
70T
LND UTS
UNIT
TYPE
D
T
DPTH
FACT
5:
CAD
70T
ADJ
UNIT
PRICE
ADJ UNIT
PRICE
LAND
VALUE
OTHER ADJUSTMENTS
AND NOTES
YEAR DENSITY
DECL
FRZ
YR
CONSRV
1
067SP2
SO PARROTT
0
293.00 200.00
293.00
FF
1
1.00
1.00
1.00
1,100.00
1,100.00
322,300
2
067SP9
SO PARROTT
0
293.00 164.00
48,052.00
SF
1.00
1.00
1.00
1.65
1.65
79,286
i
REVIEW DATE 01110/2019 BY SHDR Total Acres: 2.45 Total Land Value: 401,586 Markel: 0 Agricultural: 0 Common: 401,586 PRINTED 10/12/2021
Land Use: 220
Multifamily Housing (Low -Rise)
Description
Low-rise multifamily housing inc►udes apartments, townhouses, and condominiums located within
the same building with at least three other dwelling units and that have two or three floors (levels).
Various configurations fit this description, including walkup apartment, mansion apartment, and
stacked townhouse.
• A walkup apartment typically is two or three floors in height with dwelling units that are accessed
by a single or multiple entrances with stairways and hallways.
• A mansion apartment is a single structure that contains several apartments within what appears
to be a single-family dwelling unit.
• A fourplex is a single two-story structure with two matching dwelling units on the ground and
second floors. Access to the individual units is typically internal to the structure and provided
through a central entry and stairway.
• A stacked townhouse is designed to match the external appearance of a townhouse. But, unlike
a townhouse dwelling unit that only shares walls with an adjoining unit, the stacked townhouse
units share both floors and walls. Access to the individual units is typically internal to the
structure and provided through a central entry and stairway.
Multifamily housing (mid -rise) (Land Use 221), multifamily housing (high-rise) (Land Use 222),
affordable housing (Land Use 223), and off -campus student apartment (low-rise) (Land Use 225)
are related land uses.
Land Use Subcategory
Data are presented for two subcategories for this land use: (1) not close to rail transit and (2)
close to rail transit. A site is considered close to rail transit if the walking distance between the
residential site entrance and the closest rail transit station entrance is 112 mile or less.
Additional Data
For the three sites for which both the number of residents and the number of occupied dwelling
units were available, there were an average of 2.72 residents per occupied dwelling unit.
For the two sites for which the numbers of both total dwelling units and occupied dwelling units
were available, an average of 96.2 percent of the total dwelling units were occupied.
The technical appendices provide supporting information on time -of -day distributions for this
land use. The appendices can be accessed through either the ITETripGen web app or the trip
252 Trip Generation Manual 11th Edition • Volume 3 itF.
generation resource page on the ITE website (https,Hwww.ite.org/technical-resources/topics/trip:
................................
and-parking.generation/).
For the three sites for which data were provided for both occupied dwelling units and residents,
there was an average of 2.72 residents per occupied dwelling unit.
It is expected that the number of bedrooms and number of residents are likely correlated to the
trips generated by a residential site. To assist in future analysis, trip generation studies of all
multifamily housing should attempt to obtain information on occupancy rate and on the mix of
residential unit sizes (i.e., number of units by number of bedrooms at the site complex).
The sites were surveyed in the 1980s, the 1990s, the 2000s, the 2010s, and the 2020s in British
Columbia (CAN), California, Delaware, Florida, Georgia, Illinois, Indiana, Maine, Maryland,
Massachusetts, Minnesota, New Jersey, Ontario (CAN), Oregon, Pennsylvania, South Carolina,
South Dakota, Tennessee, Texas, Utah, and Washington.
Source Numbers
188, 204, 237, 300, 305, 306, 320, 321, 357, 390, 412, 525, 530, 579, 583, 638, 864, 866, 896, 901,
903, 904, 936, 939, 944, 946, 947, 948, 963, 964, 966, 967, 1012, 1013, 1014, 1036, 1047, 1056,
1071,1076
i�- General Urban/Suburban and Rural (Land Uses 000-399) 253
Multifamily Housing (Low -Rise)
Not Close to Rail Transit (220)
Vehicle Trip Ends vs: Dwelling Units
On a: Weekday
Setting/Location: General Urban/Suburban
Number of Studies: 22
Avg. Num. of Dwelling Units: 229
Directional Distribution: 50% entering, 50% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
6.74 2.46 -12.50 1.79
Data Plot and Equation
4000
X
......................... ......................... ........................ ...... .. .........
3000 .. :..
X
X
c X
W X
N
p, . I
........................................................ �...........................
X
F X X
X
X
X
X
........................................ .............. :.............. ............. ............................. :.............. ..............
X �.
X
X
X'
0 0 100 200 300 400 500
X = Number of Dwelling Units
X Study Site Fitted Curve - - - - - Average Rate
Fitted Curve Equation: T = 6.41(X) + 75.31 Rz= 0.86
254 Trip Generation Manual 11th Edition -Volume 3 K
Multifamily Housing (Low -Rise)
Not Close to Rail Transit (220)
Vehicle Trip 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
Number of Studies: 49
Avg. Num. of Dwelling Units: 249
Directional Distribution: 24% entering, 76% exiting
Vehicle i rip generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
0.40 0.13 - 0.73 0.12
Data Plot and Equation
300
200
100
i
X
i
i
X
i
i
i
i
i
xfC �
X
...................... . .../ ................................................................................._.......................;
i
X�
XX i
X
X
i
X X,
i
x
i
X
X
..........X...............................................................................................................
X
Xx X
i
i X
�5C `x
X
0 0 1000
X = Number of Dwelling Units
X Study Site Fitted Curve
Fitted Curve Equation: T = 0.31(X) + 22.85
- - - - - Average Rate
RI= 0.79
2000
itzFr General Urban/Suburban and Rural (Land Uses 000-399) 255
Multifamily Housing (Low -Rise)
Not Close to Rail Transit (220)
Vehicle Trip 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
Number of Studies: 59
Avg. Num. of Dwelling Units: 241
Directional Distribution: 63% entering, 37% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
0.51 0.08 - 1.04 0.15
Data Plot and Equation
X
i
i
i
X
i '
i
i
i
i
X
X
X
X
i
i
'
X
X
0"
0 1000
X = Number of Dwelling Units
X Study Site Fitted Curve
Fitted Curve Equation: T = 0.43(X) + 20.55
- - - - - Average Rate
RI= 0.84
2000
256 Trip Generation Manual 11th Edition • Volume 3¢�
Land Use: 820
Shopping Center (>150k)
Description
A shopping center is an integrated group of commercial establishments that is planned,
developed, owned, and managed as a unit. Each study site in this land use has at least 150,000
square feet of gross leasable area (GLA). It often has more than one anchor store. Various names
can be assigned to a shopping center within this size range, depending on its specific size and
tenants, such as community center, regional center, superregional center, fashion center, and
power center.
A shopping center of this size typically contains more than retail merchandising facilities. Office
space, a movie theater, restaurants, a post office, banks, a health club, and recreational facilities
are common tenants.
A shopping center of this size can be enclosed or open-air. The vehicle trips generated at a
shopping center are based upon the total GLA of the center. In the case of a smaller center
without an enclosed mall or peripheral buildings, the GLA is the same as the gross floor area of
the building.
The 150,000 square feet GLA threshold value between community/regional shopping center and
shopping plaza (Land Use 821) is based on an examination of trip generation data. For a shopping
plaza that is smaller than the threshold value, the presence or absence of a supermarket within
the plaza has a measurable effect on site trip generation. For a shopping center that is larger
than the threshold value, the trips generated by its other major tenants mask any effects of the
presence or absence of an on -site supermarket.
Shopping plaza (40-150k) (Land Use 821), strip retail plaza (<40k) (Land Use 822), and factory
outlet center (Land Use 823) are related uses.
Additional Data
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 include peripheral buildings, it can be assumed that some of the data
show their effect.
The technical appendices provide supporting information on time -of -day distributions for this
land use. The appendices can be accessed through either the ITETripGen web app or the trip
generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip-
................................................................................ .
and -parking :generation/).
The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN),
California, Colorado, Connecticut, Delaware, Florida, Georgia, Illinois, Indiana, Iowa, Kentucky,
ite General Urban/Suburban and Rural (Land Uses 800-999) 175
Maryland, Massachusetts, Michigan, Minnesota, New Jersey, New York, North Carolina, Ohio,
Oklahoma, Pennsylvania, Tennessee, Texas, Vermont, Virginia, Washington, West Virginia, and
Wisconsin.
Source Numbers
77, 110, 154, 156, 159, 190, 199, 202, 204, 213, 251, 269, 294, 295, 299, 304, 305, 307, 308, 309,
311, 314, 315, 316, 317, 319, 365, 385, 404, 414, 423, 442, 446, 562, 629, 702, 715, 728, 868, 871,
880, 899, 912, 926, 946, 962, 973, 974, 978, 1034, 1040, 1067
176 Trip Generation Manual 11th Edition • Volume 5 RU7
Shopping Center (>150k)
(820)
Vehicle Trip Ends vs: 1000 Sq. Ft. GLA
On a: Weekday
Setting/Location: General Urban/Suburban
Number of Studies: 108
Avg. 1000 Sq. Ft. GLA: 538
Directional Distribution: 50% entering, 50% exiting
venicie i rip generation per i uuu bq. I-t. GLA
Average Rate Range of Rates Standard Deviation
37.01 17.27 - 81.53 12.79
vata Plot and
1 60000 r
40000
uj
M
20000
X
X
X X X
.......................... ................................... ...................... ...............
X X X
X X -IX
X X e
X X
X X X X
X X
X X
X
XX X) X
............ X� .... X.X ............................ ......................................
X X
X
X I
X XX
X
% x�< X
X X
X
0 0 1000
X = 1000 Sq. Ft. GLA
X Study Site - Fitted Curve
Fitted Curve Equation: T = 26.11 (X) + 5863.73
- Average Rate
RI= 0.60
2000
Its General Urban/Suburban and Rural (Land Uses 800-999) 177
Shopping Center (>150k)
(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
Number of Studies: 44
Avg. 1000 Sq. Ft. GLA: 546
Directional Distribution: 62% entering, 38% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GLA
Average Rate Range of Rates Standard Deviation
0.84 0.30 - 3.11 0.42
Data Plot and Equation
2000
F= 1000
u
H
X X X X
�X
vXI7C' WX
00
X Study Site —
Fitted Curve Equation: T = 0.59(X) + 133.55
1000
X = 1000 Sq. Ft. GLA
Fitted Curve
- - - - - Average Rate
W-- 0.56
2000
178 Trip Generation Manual 11th Edition • Volume 5 "Ur
Shopping Center (>150k)
(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.
Setting/Location: General Urban/Suburban
Number of Studies: 126
Avg. 1000 Sq. Ft. GLA: 581
Directional Distribution: 48% entering, 52% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GLA
Average Rate Range of Rates Standard Deviation
3.40 1.57 - 7.58 1.26
Data Plot and Equation
8000
6000
v
c
w
o.
iE 4000
w
r
2000
/
X
i/
/
/
/
........................................................................... �! .......
/
X
X '
X
/
X
�X
.....................:.
BSc X is
X X 'X X
X X X X
/ X X
X Y X�( X X X
.................... ... .........................................................----...............................................
X
XX
X" �
X X
X
X
0 1000 2000 3000
X = 1000 Sq. Ft. GLA
X Study Site Fitted Curve - - - - - Average Rate
Fitted Curve Equation: Ln(T) = 0.72 Ln(X) + 3.02 R== 0.70
■W General Urban/Suburban and Rural (Land Uses 800-999) 179
Vehicle Pass -By Rates by Land Use
Source: ITE Trip Generation Manual, 11th Edition
Land Use Code
820
Land Use
Shopping Center (> 150k)
Setting
General Urban/Suburban
Time Period
Weekday PM Peak Period
# Data Sites
8 Sites with GLA between 150 and 300k
16 Sites with GLA between 300 and 900k
Average Pass -By Rate
29% for Sites with GLA between 150 and 300k
19% for Sites with GLA between 300 and 900k
Pass -By Characteristics for Individual Sites
State or Province
Survey
Year
# Interviews
Pass -By
Trip (%)
Non -Pass -By Trips
Adj Street Peak
Hour Volume
GLA (000)
Primary (%)
Diverted (%)
Total (%)
Source
213
Florida
1990
312
28
31
41
72
—
33
225
Illinois
1994
264
35
32
33
65
1970
24
227.9
Kentucky
1993
—
34
35
31
66
—
34
235
Kentucky
1993
211
35
29
36
65
2593
2
255
Iowa
1994
222
23
38
39
77
3706
24
256
Connecticut
1994
208
27
51
22
73
3422
24
293
Illinois
1994
282
24
70
6
76
4606
13
294
Pennsylvania
1994
213
24
48
18
76
4055
24
350
Massachusetts
1994
224
18
45
37
82
2112
24
361
Virginia
1994
315
17
54
29
83
2034
24
375
North Carolina
1994
214
29
48
23
71
2053
24
413
Texas
1994
228
28
51
21
72
589
24
418
Maryland
1994
281 1
20
50
30
80
5610
24
450
California
1994
321
23
49
28
77
2787
24
476
Washington
1994
234
25
53
22
75
3427
24
488
Texas
1994
257
12
75
13
88
1094
13
560
Virginia
1994
437
19
49
32
81
3051
24
581
Colorado
1994
296
18
53
29
82
2939
24
598
Colorado
1994
205
17 1
55
28
83
3840
24
633
Texas 1
1994
257
10 1
64 1
26 1
90
—
24
667
Illinois
1994
200
16
53
31
84
2770
24
738
New Jersey
1994
283
13
75
12
87
8059
24
800
California
1994
205
21
51
28
79
7474
24
808
California
1994
240
13
73
14
87
4035
24
w
May 25, 2022
Steven L. Dobbs
Steven L. Dobbs Engineering, LLC
209 NE 211 Street
Okeechobee, FL 34974
JEFF SABIN
GOVERNMENT AFFAIRS
WASTE MANAGEMENT INC. OF FLORIDA
7700 SE BRIDGE RD
HOBE SOUND, FL 33455
PH: (772) 545-1327
MOBILE: (772) 263-0017
Re: Anita's Rentals — Unaddressed S. Parrott Avenue, Okeechobee, FL 34974
(Property ID #2-21-37-35-OA00-00045-0000)
Mr. Dobbs,
Please find this letter in response to your request for confirmation of service availability
for the above location. Waste Management of Martin County can adequately
accommodate the prescribed services at this location as provided for in our Solid Waste
and Recyclable Materials Collection Services Agreement with the City of Okeechobee.
We appreciate the opportunity to service this location and look forward to working with
the developers and builders in making it an environmentally friendly project.
If you have any questions or concerns, please contact Sales Manager Robert Holden at
561-662-9988, or me at 772-263-0017.
Sincerely,
JEFF SABIN
Government Affairs
Cc: Robert Holden
OKEECHOBEE UTILITYAUTHORITY
100 SW 5th Avenue
Okeechobee, Florida 34974-4:221
(863) 763-9460
FAX: (863) 467-4335
May 3, 2022
Mr. Steven L. Dobbs, P.E.
SLD Engineering
1062 Jakes Way
Okeechobee, FL 34974
Ref: Water Capacity Request
Parcel ID: 2-21-37-35-OA00-00045-0000
Site Address:
Block 45
Hwy 441 South
Okeechobee, FL 34974
Dear Mr. Dobbs:
In reference to a request for the availability of water capacity to the subject property, I
submit the following information for your use in meeting the potable water demand
requirements for the project.
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
January 2021 to December 2021, the maximum daily flow was 3.86 MGD, or about
64% of capacity. At the present time, the OUA has excess capacity at the treatment
plants. The OUA does have a potable water distribution main in Hwy 441 S right-of-
way on the western edge of the subject property. Any upgrade requirements to the
water main 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,
John F. Hayf rd�.
Executive Director
Okeechobee Utility Authority
Jb
KEEL i10,3EE ,tI' iL 7"M` Y".F�yIUTHIt.)VR
100 SW 5th Avenue
Okeechobee, Florida 34974-=12211
(863) 763-9460
FAX: (863) 467-4335
May 3, 2022
Mr. Steven L. Dobbs P.E.
Steven L. Dobbs Engineering, LLC
1062 Jakes Way
Okeechobee, Florida 34974
Ref: Wastewater Capacity Request
Parcel ID: 2-21-37-35-OA00-00045-0000
Site Address:
Block 45
Hwy 441 South
Okeechobee, FL 34974
Dear Mr. Dobbs:
In reference to a request of the availability of wastewater capacity to the subject
property, I submit the following information for your use in the permitting for the
above referenced project.
The Okeechobee Utility Authority owns and operates one regional wastewater
treatment plant with a FDEP permitted capacity of 3.9 MGD. During the twelve
month period from December 2020 to November 2021, the annual average daily
demand was 0.948 MGD, or about 24% of the current 3.9 MGD treatment
capacity. The OUA does have a wastewater force main in the 441 South right-of-
way along the westside of the subject property. Any facility improvements
required due to the demands of the proposed project, will be at the project
owner's expense.
Should you have any other questions, comments or concerns with regards to the
wastewater system capacity, please contact the OUA at 863.763.9460.
Sincerely,
Sohn F. Hayford, P
Executive Director
U.S. Fish AM Wildlife Service
ational lNetlands Inventory Anita s Rentals Properties, Inc.
��-. _ram. �
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• `i
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1
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Ak1.
1:3, 762
0 0.03 0.06
0.12 mi
�7g 0 0.05 0.1
0.2 km
April 14, 2022
Wetlands
Estuarine and Marine Deepwater
Estuarine and Marine Wetland
�. -.B. 0
4
V.
AAnita's Rental
r IProperties, Inc.
Ilk
10
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tit
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UI =A
a t• r t o "US,QA, RID, IGNo Communi.s.p
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
Freshwater Emergent Wetland I Lalce be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Freshwater Forested/Shrub Wetland Other
Freshwater Pond i J Riverine
National Wetlands Inventory (NWI)
This Pape was produced by the NW) maooer
Soil Map —Okeechobee County, Florida 3
(Anita's Rental Properties, Inc.)
slew 516850 516860 516e70 516880 516890 5169M 516910 516920 516930 516940 516950 sun Sim 516980 516M m
27' 14' 1" N 271 14' 1' N
�x t ��
T. b ,+77
0 99 ° €
1 t aft L,�wm
Y _y;
�#V41Aj
QQ _
Soil Map mtly not be vaHid at this scale �1— . Wit-
27° 13 5H N 27° 13'58'N
516840 516850 516060 516870 516880 516890 516900 516910 516920 516930 516940 516950 516950 516970 516980 516990
3
F\
Map Scale: 1:754 if printed on A landscape (11" x 8.5") sheet
N Meters
0 10 20 40 60 m
A Feet
0
0 35 70 140 210
Map projection: Web Mercator Corner coordinates: WGS84 Edge des: UTM Zone 17N WGS84
tisim Natural Resources Web Soil Survey 4/28/2022
Conservation Service National Cooperative Soil Survey Page 1 of 3
l -�
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOl)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
I]
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
X
Clay Spot
(1,
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
A.
Lava Flow
qj-•
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
. f.
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
;.
Slide or Slip
f
Sodic Spot
Soil Map —Okeechobee County, Florida
(Anita's Rental Properties, Inc.)
Spoil Area
Stony Spot
Very Stony Spot
j Wet Spot
Other
.� Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24, 000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version dates) listed below.
Soil Survey Area: Okeechobee County, Florida
Survey Area Data: Version 19, Aug 26, 2021
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jan 25, 2019—Jan
29, 2019
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
:;t2^; Natural Resources Web Soil Survey 4/28/2022
'""' Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map —Okeechobee County, Florida
Map Unit Legend
Anita's Rental Properties, Inc.
Map Unit Symbol
7
Map Unit Name
I Floridana, Riviera, and Placid
soils, depressional
Acres in AOI
1.7
Percent of AOI
67.9%
11 Immokalee fine sand, 0 to 2
percent slopes
0.8
32.1%
Totals for Area of Interest
2.5
100.0%
USDA Natural Resources Web Soil Survey 4/28/2022
�v Conservation Service National Cooperative Soil Survey Page 3 of 3
lati®nal Flood Hazard Layer FI RMette
50'4"W 27114'14"N
tf
A
v
r
r�
Anita's Rental
Properties, Inc.
dt
To
�F 4 1lREl�i )F A1I��r f 103D HAf ARD
'3 S R35E- 21' 1
fj
-C.jYY,0F OKEE---CHOBEE. ,
vor
I_1t}I!
t �4
FENIA
FLOI
a R35E S22 WWI
ter. (EL 11
r q ► • -
i► +
(EL!t Feet;
y 4
Feed
(L'L)
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
7--1 V• 499
SPECIAL FLOOD with BFE or Depth?one, F. AG. AH. ve. Aa
HAZARD AREAS Regulatory Floodway
OTHER AREAS OF
FLOOD HAZARD
0.2 % Annual Chance Flood Hazard, Area
of 1% annual chance flood with average
depth less than one foot or with drainag,
areas of less than one square mile
Future Conditions 1% Annual
Chance Flood Hazard zone;c
Area with Reduced Flood Risk due to
Levee. See Notes. z-- s
Area with Flood Risk due to Levee,o- o
NO SCREEN Area of Minimal Flood Hazard Zone;;
Effective LOMRs
I
OTHER AREAS Area of Undetermined Flood Hazard zone
k
r 1
7
(EL's6 Feet)
r,t (EL 16 Feet)
wir
AV
0I=CHOBEE.COUNT i-
V
10177 , .-• s ti f : t
73-75 R'SE -528 T37S R35E S27
Feet 1 ,6'000 80°49'27"W 27°13'42"N
250 500 1,000 1,500 2,000
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES I I I I I I I Levee, Dike, or Floodwall
OB---Zo=2 Cross Sections with 1% Annual Chance
17-5 Water Surface Elevation
a - Coastal Transect
riw Base Flood Elevation Line (BFE)
— Limit of Study
Jurisdiction Boundary
-- --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available //N,,
No Digital Data Available
MAP PANELS Unmapped
�j
The pin displayed on the map is an approximate
point selected by the user and does not represe
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 4/14/2022 at /:56 ANI and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective Information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community Identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
MINUTE FILE
►NDEPENDENT
NEWSMEDIA INC. USA
STATE OF FLORIDA
COUNTY OF OKEECHOBEE
Before the undersigned authority personally appeared Ka-
trina Elslcen Muros, who on oath says that she is Editor
in Chief of the Lake Okeechobee News, a weekly news-
paper published in Okeechobee County, Florida; that the
attached copy of advertisement, being a Public Notice in
the matter of
Public Notice
in the 19th Judicial District of the Circuit Court of
Okeechobee County, Florida, was published in said news-
paper in the issues of
07/20/22
(Print Dates)
or by publication on the newspaper's website, if authorized,
on
07/20/22, 07/21/22 07/22/22 07/23/22 07/24/22 07/25/22 07/26/22
07/27/22
(Website Dates)
Affiant further says that the newspaper complies with all
legal requirements for publication in Chapter 50, Florida
Statutes.
Katrina Elslcen Maros
Sworn to and subscribed before me by means of
Physical Presence MX Online Notarization
physical presence or online notarization, this
20th day of July, 2022.
. •STAR FC'S", JANET SUE MADRAY IS
`o ,.....C. ,,• .1
hdY COMMISSION 7 i l`r1129146
ltir;°",' RCS: May 12,2025ExPi
-„p. r ;Q: • 13ondud Thru NotEry Public Undea, rl!ers
ilQ:�ni.:.r.!afxr<n�%s::.Oar:::ra::..a-�•rn-.rs,,,,,,�,a:r .
(Signature of Notary Public)
STAMP OF NOTARY PUBLIC
? a1 6-?D
ztern VA.
1�hLbd-S
Lake Okeechobee News
313 NW 4th Avenue
Okeechobee, FL 34972
863-763-3134
CRY OF OKEECHOBEE
PUBLIC NOTICE
CONSIDERATION OF ADOPTING A CRY ORDINANCE
NOTICE IS Hi3REBY GIV EN that tl� C ly Candl d Uie C: dOkeed:cbee
wA oxducta Whk Hsamg ar August 2, 2022, 5 PM,oras s on terea ter
at Ha11555`3ni Ase,OkecfroLre,FL,.bg)sde, Wel nackg
the%Ivnirg.rd A., rx ird7law (Nn 3255):
AN ORDINANCE OF THE CITY OF OREE040BEE, FLORIDA,
AMENDING THE CITY OF OKEECHOBEE COMPREHENSIVE PLAN,
ORDINANCE NO. 635 AS AMENDED, BY REV104G THE FUTURE
LAND USE MAP ON A CERTAIN TRACT OF LAND MORE PARTICU-
LARLY DESCRIBED HEREIN FROM MULTI -FAMILY RESIDEMRN.
(MHR) TO COMMERCIAL (C), APPLICATION NO. 22-004-SSA; PRO-
VIDING FOR INCLUSION OF ORDINANCE AND REVISED FUTURE
LAND USE MAP IN THE COMPREHENSIVE PLAN; PROVIDING FOR
CONFLICT; PROVIDING FOR SEVERAB➢1TY; PROVIDING FOR AN
EFFECTIVE DATE
The public is Invited to attend the PubrK Heart and be heard on
atl matbas. The propasii onUvur�m on be thin ils enttety at the
adder abo a durtg.Ee bu9rr� bolls, MatFd, 6 m4:30 FM, ocept
fa hdidays, or on the wefs;e RtWffw.w+.doUeetnbCe«rr✓wta5rno-
Ore F trri.
BE ADVISED that shsld you toad m stn any doormat, per, video,
orbarsmtt�Coumahap�aapposTionmarryiR'irtonthe a
mp/dtliedoamrQ pidueERSO DECIDING TpnNidsl tothe Clerk
10, the OtyS nsvds ANY PERSON DECIDING TO APPEAL any deism
mare try the Cnunol wth
wlreed maa sebatiam dLV =dmsaedde aarid isha re orirgd trdudzs the teslim and eAderm L.pm wlrth the appaal wA be based. In
amidarm wrttt the Armram wih Dtsa s AR, persxs wih dsab Wes
ncedvg iamxwrdadon m par 5d3-e76e r this poosltrg ftW corkad
PZ15, Headng impared: Haidah-1-1 noEdS
to p meed g.
By. QY Oak lane Garriotea, C�
549066 LON 7/20/2022
QM 12 34S
6,
P� A m
RECEIVED 9
JUL 2 0 2022 a
S9£Z l Wd
MINUTE FILE
INDEPENDENT
NEWSMEDIA INC. USA
STATE OF FLORIDA
COUNTY OF OKEECHOBEE
Before the undersigned authority personally appeared Ka-
trina Elsken Muros, who on oath says that she is Editor
in Chief of the Lake Okeechobee News, a weekly news-
paper published in Okeechobee County, Florida; that the
attached copy of advertisement, being a Public Notice in
the matter of
Public Notice
in the 19th Judicial District of the Circuit Court of
Okeechobee County, Florida, was published in said news-
pape,er in the issues of
07/27/22
(Print Dates)
or by publication on the newspaper's website, if authorized,
on
07/27/22, 07/28/22, 07/29/22, 07/30/22, 07/31/22 08/01/22 08/02/22
08/03/22
(Website Dates)
Affiant further says that the newspaper complies with all
legal requirements for publication in Chapter 50, Florida
Statutes.
Katrina Elsken Maros
Sworn to and subscribed before me by means of
Physical Presence QX Online Notarization
physical presence or online notarization, this
27th day of July, 2022.
!ANET sUE MADRAY
"P ''': t„1Y COMMISSIpN +NH 129146
��,•. 'o_ EXPIRES: May 12, 2025
rT .
Bonded Thru iJatay Public Under,rl!ers
--�
(Signature of Notary Public)
STAMP OF NOTARY PUBLIC
gl2 262Z.
_r-fcr ✓A, 6hcbc
Lake Okeechobee News
313 NW 4th Avenue
Okeechobee, FL 34972
863-763-3134
CITY OF OKEECHOBEE
CORRECTED PUBLIC NOTICE
CONSIDERATION OF ADOPTING A CITY ORDINANCE
NO'RCEISHEREBYG1VENiBu[the Cwx3dUieGtydOkeedobee
wit cx&da Pubrk Headrg on Augrlst2, 0 r, PM. a assoon hereafter
at F�L, 55 5=3rd Ave, C.E , R, m zsder final readrg
arc*ticn Ue foToviitg Crdinarxe kda tan (Na 12s5):
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 PARTICU-
LARLY DESCRIBED HEREIN FROM MULTIFAMILY RESIDENTIAL
(MFR)TOOOMMERCTAL(C), APPLICATION N0.22-004-SSA; PRO-
VIDING FOR IIJd,M OF ORDINAN� AND REVISED FUTURE
LAND USE MAP IN THE COMPREHENSIVE PLAN; PROVIDING FOR
CONFLICT; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN
EFFECTIVE DATE
Appkabcn No.
1 Was
by 11,e
fz hgert d RW jbes, Inc TheToa rripaucrJ
2.41+/- aoes, 5 bated in the 1000 bledc d the East side of South Parrdt
AVE (dr,,a South d Parrott Island Cd, 1001 S Parrott AVE), legal De•
�i: BEGII•1NING 92LSfffr (FT) SOUTH S) OF NORTHEAST
CORNER OF 50UTHEAS7 (SE) QUARTER ('� OF SECTION 21,
TOWNSHIP 37 S, RANGE 35 EAST(E),AND RU 52933-FT ALONG
SECTION LINE TO A PO]M 142 Ff NORTH (N) FROM THE SE
CORNER OF SAID SE �/nOFSAID SECTION 21• RUN THENCE WEST
AT RIGHT ANGLES 361-FT, MORE OR LESS, TO THE E BOUNDARY
OF PARROTT AVENUE IN THE CITY OF OKEECHOBEE; RUN THENCE
IN ALONG PARROTT AVENUE 2933-Fr; RUN THENCE E AT RIGHT
ANGLES 361-Fr, MORE OR LESSy TO THE POINT OF BEGINNING.
LYING IN AND COMPRISING A PART OF GOVERNMENT LOT 4 IN
SECTION 21, TOWNSHIP 37 S, RANGE 35 E.
the pub6['s Courted tp attend the Fabric Hearirg and
ad S. The pdirarrx on be hspedetl in its erad
address abae durg t tohne regrAar btirrs hats, MarFri, 8 PM4:30 PM, clip -
for tolidays, or on the vebsie is//rw.wAddrcednb amVP�G�r
boehhN.
BE ADVISED that skald ycu kiwi hI Mw ary doc rrvrt, pirkm video,
orTerrstoftGounalinstgpatoroppcs�'tiatmanylPinmtlieagerrda a
the tyS �� PERSON DECIDING T APPEAL any ded4�ar
made W the Counal wAh respat tc aM nvlter wnvdered at this meeting
vria reed t0 enu.e a wbetim raoxd dtlie proar_drg's rredeand the read
amxds the GSiW and andenm tM %hch the appeal wA be based. In
aaadanoe vlth the Anedare wih 0.9bildes Ad, pews with disab lilies
th 4y Ck�kSClfim in peso caafl 863-763h9615,-=k Irrpa ed: P"ida
ReW/ 7-1-1 no later than far bainessdays priortD poceean3
By: OLy Oak Lane Gar k ,CMC
550ffl4 LON 7/27/2022
PM 1 234;'r
^� RECEIVED _ 1
JUL 2 7 2022
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